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HomeMy WebLinkAbout05D1795(U — 16CS 00 00 00 N N 00 �< aQ W 7:A Q W Z F W J W .. L� U U ■ Existin g Cross E)oc,k Facility Expansion C_�� P h 2t1_1W A Project Drawi*ng I Owner David Pollart Cover Sheet din ui e sign P.O. Box 3875 0 Seattle, WA 98124 1 CIV11 SHEET TITLE BO.1 Site Pla Phone: (206) 932-1333 SHEET TITLE 1 Flo Ran C01 T.E.S.P. Plan B2.1 Building Elevations Contact: avid Pollart CO2 Grading, Paving & Drainage Plan B2.2 Building Sections, Schedules & Details CO3 Notes and Details ruc ura Landscaping SHEET TITLE Civil Structural AHBL Inc. SHEET TITLE S0.1 General Notes L0.1 Landscaping Plan and Details S0.2 Standard Details Engineers 22t5 North 30th Street S1.1 Foundation Plan Suite 300 S 1.2 Foundation Details Tacoma, WA 98403 Al Phone: (253) 383-2422 Electrical 1 Fax: (253) 3 8 3 - 2 5 7 2 (Electrical Design —build Drawings are to be Submitted under se c er) Contact: Dale Couture Record Drawing Certification THESE CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS By Date Title/Position Confirmed by City. Date PROJECT REF: ADDOO-0014 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS �rdw� 9l$/op Approved By. - ISSUED FOR AGENCY Date Approved: REVIEW 08/15/00 1997 UBC Code Analysis Site Location: 2102 West Valley Highway North, Auburn, WA 98001 Parking Allowances: Egress: City of Auburn Zoning Regulations Analysis: Parcel Numbers 122104-9033 (phase 2), 122104-9034 (phase 1) Office = sq. ft./300 = 4860/300 = 16 spaces required Occupant loads Table 10—A: Office — 100 sq. ft./occupant Warehouse = sq. ft./2,500 = 22,912/2,500 = 10 spaces required Warehouse — 500 sq. ft./occupant Zoning of proposed site: MI (Light Industrial) Legal Description: The East 500 feet of the West 536 feet of the Northwest quarter of the Northwest quarter of Section 21, Township Total Required = 26 spaces Office (4,860 sq. ft.) = 49 occupants Building Height: 45' Max. Allowed, 17' Provided �P 21 North, Range 4 East, WM, in King County, Washington: Except Total Provided (existing) = 29 spaces Warehouse (22,912 sq. ft.) = 46 occupants the South 60 feet therof: and except the North 742.12 feet thereof. Building Setback: 20' Front Yard Required, 34' Provided 20' Provided � Allowable Area: Total Occupants = 95 occupants 0' Rear Yard Required, > Base allowable Per table 5-13: base allowable areas Groups B = 8,000 sq. ft. 0' Side Yard Required, > 20' Provided base allowable areas Groups S-1 = 8,000 sq. ft. Minimum Required Exit Width Per table 10B & Section 1003.2: 167 29TH ST. NW (Number of occupants/ Number of exits) x .2 Cie Site Size: 8.95 Acres Current Impervious Surface (phase 1): 5.50 Acres (62%) Area Increases Per Section 505.2 60' minimum separation provided on three 100% increase to base allowable area. (16,000 sq. ft allowed) sides, LIST OF DEFERRED ITEMS Office (49/2) x .2 = 4.9 inches (width provided: 36")„ Electrical Design Build Drawings PROJECT SITE N AUBURN o MUNICIPAL Future Impervious Surface (phase 2): 2.69 Acres (30%) Storage (46/2) x .2 = 4.6 inches (width provided: 36 )`��� AIRPORT Additional Impervious Surface (phase 1): None Sprinkler Increase Per Section 505.3: Triple compounded area. (48,000 Total sq. ft. allowed) Maximum Allowable Travel Distances Per Section 1004.2.5: 85 Type of Construction: Type V—N Existing Area: Warehouse Per Section 1004.2.5.2.5 note 1, maximum allowable travel distance = 250' Office Per Section 1004.2.5.2.2 , maximum allowable travel distance = 250' 15TH ST. NE _ 15TH ST. NE Fire —related systems: Sprinkled (Dry) 4,860 sq. ft. Existing Office, 8,012 sq. ft. Existing Warehouse. (12,872 Total Existing sq. ft.) Minimum Plumbing Fixtures Table A-29—A: Warehouse Occupancy = 1 per 5,000 sq/ft = 5 (4 Male, 1 Female) 3 Occupancy. Proposed Area: Office Occupancy = 1 per 200 sq/ft = 29 (15 Male, 14 Female) Office: Group B 14,900 sq. ft. Warehouse. Fixtures Required — Warehouse = 1 Male, 1 Female Warehouse: Group S-1 Office = 1 Male, 1 Female Total Area: 27,772 sq. ft. < 48,000 sq. ft. (o.k.) Total = 2 Male, 1 Female & 1 unisex Occupancy separation: Office/Warehouse: Design for Groups B, S-1. No separation Required Fixtures Provided — 3 Male, 2 Female, 2 Unisex VICINITY MAP Exterior wall and opening protection: Energy Code: Semi —heated warehouse & heated Office building. Per table 3—B: 20' minimum separation provided on all sides, no special requirements for exterior wall/openings. 05D/79vT ■ rFaclmlimtyx ansion oss oc NW 1/4OF SEC. 12,TWP. 21 N. RGE. 4 EngW.M. A PORTION OF THE NW 1/4 OFTHE CITY OF AUBURN ' WASHINGTON / I M s) ,n n X +Z _ -dater Lire Easement 9111070408 Part 1 Ln In ,..-,....,..--... ..a..... ... ...........__........__ �..._...- ..........__.,. ._..._. _...... __. _.._W __ _ .� ��___. - - - - - - - - - - - - -s`- - Jf \X 1 -_ Line n e E ._.-- .IIm -�:n_t----9.���_1 0,-08 Part � a .E �, t ; N X CB11 09 x RIM=50 ----------- - - s E(8"PVC)(N)=53.02 [53.04] 1 x 7 x IE(8"PVC)(W)=53.02 [53.071 I X/ � xi V'C? ter Lin e X' i e0s r?iert 91110 fi 0 8 II x N art 3 X _..1 1 n`4 (� EXIST 144LF 8" PVC Q 0.0042% - 1 X A - ^ x I,I x 1 7 ' x ..._.-...-.W ._� __ r I RIM=56.12 [56.4] 2 I / IE(8"PVC)(S)-53.32 [53.6 ] f IE(6"PVC)(W)=53.57 [53.8 ] /'- X ! I z 3 1 I x I 0 Cn 1 t X 1 I _ -- X a a - I o i W CYO (� l N �a'o ff lI 1 � 0 EL OJ J a Q q U I Q V) O {%f PROPOSED 3 ACRE PAWED TRUCK x ; `< MANEUVERING AREA (PARCEL "B")Ln X 1 w I W TO BE PART OF PHASC 2 WORK x ( Z I X I C]Vd 3.L3N3N®q__- X 1- 4 W ! ( 1uj x 1 i } I 4- x 0 � O - 1 - EXIST 144LF 8� PVC ® 0.0042% co Wry//11 j 1 X f X i X� Q I x i O ' "'_ X- S I Al \ l i n �- 5 , LLI .0" I Co ,_, I x u. d f sdD C 10 - i _ 1 F= x RIM- 6.32 �.28] 1 (n 2 0 IE(12"P'G j )=52.42 [5J.371 Cn X oI7 I Q� O �- _ _i 1 p r �J'IE(8"PVC)(S)=52.42 [52. 2] 0- I I n _ �``' - I j 10' WIDE TYPE 3 LANDSCAPING 00 ( xI x x [ I TO BE PART OF PHASE 2 OF WORK O ! �� i ` ; - - -M x �_"0Lij 0 o { GV 313NONOO I Ln ! 4 I ` J 4 i _LJ M"6 OS d I EXIST 152 D.I.P. J f} I fl E.XIS�2LF FI ( x x 3,F61. O.ON ; I ! x 00' [ __.4 .__�� i 00' I! i10 <_ - .•_.. I i I x r CB6 4 CB9 < o + ' I I RIM 56.� 4 [56.33] s RIM=55.64 [55.96] o z j x IE(6"PVd,)(E)=53.34 [53.70] QOf IE(12"PVC)(W)_=51.44 [51.831 i I I E(8 PV j)(W)=53.34 [53.591 o \ IE(12"PVC)(E)=51.44 [51.981 0. i s �� x X 1 FU a IE(4"PVC)(S)=52.84 [52.071 w 0 Q E j 7 j 1 ( If i f` Ln 2 x � I ; Ccn w I ' t, , I w x . VM '136 3138ON0 u x „4 - `r 10 f n ^ N �- 1 x ..`-_�- ` --�... _ _. _ x ' #` i RIM=56.2, [56.5 ] It? I I x `ia! 0 IE(12"PVC )(N)= 1.31 51.5 ] � I l U x f RIM ,'56.05 [56 •- E(12"PVr)(E)= 1.31 : 51.5 ] 0 Ld 3- t O l IE(8WVC)(E)=51.85 [5 .21] ,'�" f� c, �ti IE(4"PV )(S)= 2.84 f52.6 ] X X ` o IE(8r'PVC)(w)=51.85 [51.08] '" �- 4 F 1 � w r / r `o x ( BB 177 n ! j x X IR M=56.52 6 73] x 2 �� E •s'f' `------ --'.-.'.""`. x _..."-'_..`'E('8J„PVC) (E)n02 SEPft-51.82 x ~ l S cQ(12PVC) (S)=54.02 a -----':. �C j N C i O lr '� 1l GRAPHIC SCALE 30 0 15 30 60 S -1 (/) <w omm �� z�o D U z� �E Q U E_ �w Iron N , � ILL/f�n VI a .. � � � Ir w N O N Ljj � v N o Z zn N N ai o n U LLI 120 0 0 0 0 ( IN FEET ca 1 1 inch = 30 ft. 00 OD 1 ���-- Ci4q-- VERTICAL DATUM o o / RIM=56.40 [56.35`� Ln • # a o - IE(8"PVC)(W)=53.70 [ 3.551 CITY OF AUBURN BENCHMARK 30F ELEVATION = 57.07 1 SURFACE BRASSY IN THE CENTERLINE OF 1 WEST VALLEY HIGHWAY LOCATED APPROX. < 1 1320' NORTH OF THE INTERSECTION OF f, WEST VALLEY HIGHWAY AND 15 M ST NW. f NGVD 29 VERT BASIS OF BEARING WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 n x f"� cX'i EAST, W.M., IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION cD o 4 E E `� I PARCEL A 0 U 0 U THE EAST 500 FEET OF THE WEST 536 FEET OF THE NORTHWEST QUARTER OF THE >, >, �, NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN vco v J KING COUNTY, WASHINGTON; o a a a a a a - 2 EXCEPT THE SOUTH 60 FEET THEREOF; >� cn �� AND EXCEPT THE NORTH 742.12 FEET THEREOF; o- (ALSO KNOWN AS LOT 3 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-11-87, BE 1 RECORDED UNDER RECORDING NUMBER 8706221496, BEING LOT 3 AND A PORTION OF LOT 2 OF CITY OF AUBURN SHORT PLAT NUMBER SP-3-86, RECORDED UNDER RECORDING `•, NUMBER 8606050397.) g �, , �? C 1 C B 13 RIM [56.2)-53. ] t,�,� PARCEL B "5VC)( IE(8"PVC)(N)=53.02 [52.77 LC)THE SOUTH 261.12 FEET OF THE NORTH 742.12 FEET OF THE EAST 500 FEET OF THE WEST sa IE(8"PVC)(E)=53.02 [53.06 1 536 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, � IE(8"PVC)(W)-53.02 [53.05 TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; SIONAL 00 (ALSO KNOWN AS LOT 2, AND A PORTION OF LOT 4, OF CITY OF AUBURN SHORT PLAT EXPIRES 5123102 +, o x x - NUMBER SP-3-86, RECORDED UNDER RECORDING NUMBER 8606050397, AS ESTABLISHED BY CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-16-86, RECORDED UNDER REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS Q 9 RECORDING NUMBER 8611131947 AND BY CITY OF AUBURN LOT LINE ADJUSTMENT NO. IR�ESSIONAL HEREIN, AS AN INSTRUMENT OF IS THE PROPERTY OF - 'V'CE � 1^ }-•- LLA-11-87, RECORDED UNDER RECORDING NUMBER 8706221496.) ANSILL AND IS NOOTT TO BE USED, IN WHOLE OR OR IN PART, FOR ANY OTHER PROJECT WTHOUT THE WRIT" AUTHORIZATION OF MR. 0) a7 KEY NOTES Stamp C) 00 / O CATCH BASIN SEDIMENTATION PROTECTION - REF. CITY OF N 00 AUBURN STD. PLAN DEV-8. \ z PRESERVE & PROTECT EXISTING UTILITIES DURING Cl) N Ln CL f J� r� z 0 0 0 z a- Cn FIVM '138 3132IONG 0 h ,.r CD 3 cq 0 N -I E-r f LLj •D 261.36 518.11 x • tarn° Easement 9111070408 � o Ln W FICT'ER FABRIC FENCE - - - - - - - - - - "' REF. CITY OF AUBURN - M Easement 8912120368 Part 2 sTD. PLAN DEV-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i r ` CONSTRUCTION. ,- ' CV X X I 1 ¢ < 0 HYDROSEED AFTER CONSTRUCTION TO REPLACE EXISTING 0 0) X ? 3 LAWN. SEE NOTES ON CO3. O ■� 0 { O EXISTING UTILITY INFORMATION PER PROVISIONERS PLAN O cc / DE401 (CITY OF AUBURN PROJECT NUMBER 891311048) cc 1 1 EROSION CONTROL NOTES C v � vi REF. CITY OF AUBURN STD. PLAN FOR EROSION CONTROL NOTES W W S? CIVIL ENGINEER SURVEYOR *, 1 AHBL, INC. HOLMVIG, DEWITT AND ASSOCIATES }r O p- 2215 N. 30TH ST. LAND SURVEYING / PLANNING SUITE 300 ENGINEERING SUPPORT VJ TACOMA, WA 98403 P.O. BOX 1036, cc W > 1 PHONE: (253) 383-2422 1036 COLE STREET, = 11 CO i FAX: (253) 383-2572 ENUMCLAW, WA 98022 ca 4, CONTACT: JEFF McINNIS (360) 825-6963 1 EROSION CONTROL LEGEND (, W CB12 _ 0 RIM-56.38 [56.41] ) r DESCRIPTION PROPOSED 0 IE(4"PVC)(N)=54.28 [54.23] IE(8"PVC)(E)= 53.58 [53.59] ® CB SEDIMENTATION PROTECTION ❑ N O° _ CONSTRUCTION LIMITS J < X `� - ---- -.- -� x_ ✓ 1 FILTER FABRIC FENCE x x 0 V bm m I Record Drawin Certification iU W CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 A� WEST VALLEY HIGHWAY (PRINCIPAL .arsR,.., Al V W co do . amino O ~ L RU Ioc W �. Nca W WCV d C U. d Z3Lu t mobW D IC an 0 y-H UJ ~ d Z L 9 LO THESE CONFORM TO THE CONTRACTOR'S Co CONSTRUCTION RECORDS X 0 -- m By Date 0 LD a Title/Position a v Confirmed by City. Date Scale: AS NOTED Designed: AEB Drawn: PPS PROJECT EF: ADDOO-0014 2 Checked: AEB Date: 26 APR 00 THESE PLA P FOR CONFORMANCE WITH THE CITY OF AUBURN Job No. 99376.10 ENGINEERING DIVISION'S REQUIREMENTS EDf4yy\ Sheet No. -. C"/S /00 Approved By. Date Approved. � l col of Sheets FILENAME, U, \P\1 999\99376\99376C01 , DWG UPDATED, DEC 01 1999 16, 261 1 9 05D/795 Cross Dock Facility Expansion A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 12, TWPm 21 N., RGE., 4 E., W.M. CITY OF AUBURN, WASHINGTON i ' E m Ld -� ester Line Easernent 9111070408 Part I �� sw w�41 W F� O ?r � J V) Q � W on �6 QoE U o oN ry 0 c N x W=N O N W N 0 0� -I Z z N NV >C ai o -z U W cD GRAPHIC SCALE „-- ' 30 0 15 30 60 120 O O 4] sf lga e STORM DRAIN 2 r , X -� ' _ ._ 2 STORM DRAIN 5 I f CO ``C3 CLEANOUT CLEANOUT I C3 I IN FEET 0 IE=54.33 IE=55.00 ( ) f i r Lin- 2 0 �2 '� �_ - __ _ _ _ . -� -�--� O 8 a r � � � f �- ', _ ... � 1 inch = 30 ft. i..d s t u l 1 X C B 1 �+nf..,,,. ,c'r •^` 5 t 3 ,:;. "',�P.:.'a...-....... _.._ ` I i� U 7 rn 7 0?•0ry 3 -xX 2 j X RIM 56.32 [56.37] _ . y . *. ... .,.;, .. ,..:-: . ..: • D .._ C.__.._ j j E(8"PVC)(N)-53.02 [53.04] i` RIM=56.40 [56.351­.. I a a IE(8"PV2(W)=53.02 [53.02 � :. w 92q D !' IE(8"PVC)(W)=53.70 j�3.55] X x h f �o 1\. 57.15 57.36 -1 1 Water Line easement 91110 � ° 0� 8 �'�r 3 I� i X fi I f 1 � L17 ( I X 2.� EXIST 144LF 8° PVC @ 0.0042% :4a / CONCRETE SLAB ON I 9 x X j ? d D GRADE. REF. ARCH. ; h KEY NOTES ( I 1 V� p i I r.-.. x __� __ �2 x 1.' CB 1 c DWGS. J j RIM-56.12 [56.41 �2 - I' .� o a ti i 1 SAWCUT - HOT TAR SEAL JOINT. IE(8"PVC)(S)-53.32 [53.6 ] .. v o (IE(6"Pv2(w)=53.57 [53.8 ] 10� v f, A2 V n_ D - rn 5�' x r, O PRESERVE &PROTECT EXIST. CURB. REPLACE IF DAMAGED as I L l , - f _�� 0 . (��� �� � ` DURING CONSTRUCTION.ca moo � i f X CL i s ^i ®REAK _� v 3 CONNECT NEW ROOF DRAIN LINES. 1 U C IjLd I ` I [{ ! a X 5 a v co D I O TIE ROOF DRAIN LINE TO EXISTING STORM DRAIN U CO oc BREAK- w �� D � o ` r---- -- CY0 `) \ =� _ �_ o a. �8g D `- i 5 SAWCUT -HOT TAR SEAL JOINT. MATCH EXIST. A.C. a a a a m ' X ° - 0J a D j X O PE CONC. APRON ASPHALT CONCRETE TO 57.15 v �_ Da W DEMOLISH/ABANDON EXIST. I PAVEMENT. SLOPE / I I / , I I Q STORM PIPE AS REQUIRED. , DRAIN.jjjllli 1 1 I °° ° _ ENSURE CONTINUATION OF USE I E • BES E O r r PROPOSED 3 ACRE PA ED TRUCK x V S�D.STORM CAP AND ABANDON IN PLACE EXISTING STORM PIPE UNDER - 2 MANEUVERING AREA (PARCEL "B") x I}-W--- --� - " --' �' w. w 57.36 a a �r x RSPCOMPLETE,. o PROPOSED BUILDING " UNTIL P I 6 j � /' TO BE PART OF PHASE°,2 WORK { x 1 z SYSTEM 1 } /� ° x I X X r f i1Vd LON_ ° - µ --�22 a X A2 X. 7 `ti 0) 7 ALL SLOPE CALLOUTS ARE PERCENTAGE OF SLOPE. _ I STORM DRAIN _ if fa CB13 L_ 1 ' 3 CLEANOUT r ° RIM==56.22 [56.26] s �� IE=52.5t y �'` 4 a E(8"PVC)(N)-53.02 [52.77 ' 8 EXISTING UTILITY INFORMATION PER PROVISIONERS PLAN o ze ' X Ij ,° a p. IE(8"PVC)(E)=53.02 [53.06 EXIST FIRE I O O DF401 (CITY OF AUBURN PROJECT NUMBER 89D1048) ARE ss l 1 f E(8"PV2(w) 53.02 [53.05` HYDRANT I � !` I! - 1960 INDICATED IN BRACKETS [ THAT DIFFER FROM THE SURVEY 10NAL LEI ! 1 f ` ': 2.24%�_ �- - - ° ° ` 98F ) # I I BY HOLMVIG, DEWITT & ASSOCIATES DATED 3-16-2000, i EXIST 144LF 8' PVC ©0.0040 _ I N i I EXPIRES5123102 I � y` D a .e,\ ; WITH REV "3" DATED 3 30 2000. LJ € I 4 X ! X i C7 I `tee I i o- S ,. Q" APX. 2,000 C Y OF FILL WILL BE NEEDED ON SITE. REUSE of DOCUMENTS C.f' Z v- j V 1�a _ SpD�W REMOVE X I -'(' W ' THIS DOCUMENT. AND THE IDEAS AND DESIGNS Lr, _ ` 3 `. M-®,.,� p J p" _ - �4, .' I."L.. �'` I REMO E EXIST. CB i I . PROFESSIONAL Si S THE INCORPORATED HEREIN, AS AN I PROPERTY TOFF ,#,AHBIL AND Ckl O .r.aTh�„ ` __„„___v Pr°��; - k Jt OR N PARTS FOR ANY OTHER PROJECT WITHOUT `s ' ""` ! X r, j p v - D 4� B I 7 I� THE WRITTEN AUTHORIZATION OF Ai n O I I RIM_ 6.32 6.28] _ I RIM=56.22t"MATCH EXIST. O I ! I 1212 )-52.42 [5 .37] 1 (j m STORM DRAIN 2 I 1 IE=53.02 (8 E) -EXIST.;' O LD I- X _- I I �1 s IE 8"PVC)(E)=52.42 152 2 . CLEANOUT C3 I IE=53.02 8" N Stamp �rl- _ _. �JIE(8"PVc S 52.42 52. LD /5,7.11 a:,, 57.36 ` �. I IE=53.02 (24" W f +! [ cV10' WIDE TYPE 3 LANDSCAPING 0 A x v v�p" I ( LEGEND _ �- 69LF8 3. 70LF 8 0 1.84% aoTO BE PART OF PHASE 2 OF WORK + I till. a.X EISTING p : l zLu EXISTING DESCRIP110N PROPOSED c k PUMPER �� �s- �2 GVd 13dONOD co � ! ca aJ r ' 8 FOUND SECTION CORNER AS SHOWN N I # , CONNECTION i, a \ I l I I ° MATCH EXIST. I 1 ASP , ALT CONCRETE 1 2 r ,)) I - - - "" w-- 1 PMENT STRUCTURE C3 }} FOUND 1/4 CORNER AS SHOWN o 0 l I C� t • L4 c a c9 ?13 a�, 57.Ot o a {w t I rn I _ _ X 0 Ln ° FOUND CONCRETE MONUMENT IN CASE AS SHOWN �� Z Li f i 61.80m0S TCH EXIST. i II x EXIST FIRE . 7 </07 -- X ----- --- I EXIST FIRE 57,22t 1 E � x SPOT ELEVATION & a 6!) I I I •� [ mot[ 1 N I I+ I , , I jsl o t E rr oc I F � X � t o N 't _ N f J SS s SANITARY SEWER LINEcc STORM DRAIN ''� PIPE TRENCH. REF. CITY )j I SD S STORM DRAIN LINE D CIjANQIIT C3 OF AUBURN STD. PLAN I W IE=5.00 PT-2 ROOF DRAIN LINE RD I I SEWER MANHOLE Q I I REMOVE EXIST. 8" PVC s STORM DRAIN MANHOLE O■ z I STORM PIPE ❑ STORM DRAIN CATCH BASIN Q I CLEAN OUT • �..� �o I SDCB TPE2-48" I ® WATER METER a REMOVE EXIST. CB WATER VALVE RIM=56.38E MATCH EXIST. I � " /Q FIRE HYDRANT 2\k , ` ; IE=54.28 (4 N). - EXIST. c > I IE=52.37 (24" E)4 POWER POLE LL W I IE=52.37 (30" NW) Z TELEPHONE PEDESTAL I I ❑ POWER METER J Oct - ;� POWER VAULT V a 0 CD- 3� L3 D OO RIM 56.38 [56.41] =i N RETAINING WALLIt IE(4"PVC)(N)-54.28 [54.23] CV IE(8"PVC)(E)-53.58 [53.59] SAWCUT Z 00 PAVEMENT PATCH U) O m X ER W PROTECT-- " I CONCRETE PAD d .e' i EXIST. RET. WALL. USE L C.'3 SHORING IF NECESSARY. Record Drawing Certification V CID \' REPAIR IF DAMAGEDA2 0 DURING CONSTRUCTION CD Z IYJ THESE CONFORM TO THE CONTRACTORS c� I .. CONSTRUCTION RECORDS o C O TRUCTIONCOOK 110 MC 9E "�0.38E12 "Bv Date CD N x>) - - - 0 08 19 Eff] HYDRANT E #1961 /� " D.LP. W EXIST 152 8" I.P.D. EXIST F W 6. 1, I x i i a%0bZ 9 \ o "'� w i # X clo I cB6 I w Ce9 RIM- 04 [56.33] RIM-55.64 [5.5.96] X I I IE(6"PV )(E)-53.34 [53.70] CL IE(12"PVC)(W)-51.44 [51.83] E(8"PVC)(W)=53.34 [53.59] IE(12"PVC)(E)=51.44 [51.98] i I ' IE(4"PVC)(S)-52.84 [52,07] x { XX k o ! I C J w f O 2 (j{$ (' X X i ! 2 cn . SDCB TYPE 2-48" REMOVE EXIST. CB r f cB5 :' !-d RIM=56.21E (MATCH EXIST.) RIM56.05 [56.32_ IE_51.31 (12" E) -EXIST. IE(8)'PVC)(E)=51.85 [5 .211 " o E(8f'PVC)(W)-51.85 [51.08] � , IE_52.84 (4 S) -EXIST. Xj X 01) IE=51.31 (30" WNW) j F > cfl X 0cr .z`. j, X o W �X � � �I � � x ( ' e 17 X xr 1 RIM-56.52 [� .73] �_. �E(8"PVC)(E)1.o2 _n2'_. - `� CI"sEP)2')-51.az E(8Pvc)(o/w IE(12"PV2(2=54.02 VE P a �.. (RE l XUj�0 I IE=51:02, (30" S) - 1 CORE M' x • 261.36 0+00 t t m L aser�"101'�1�9111070408 EXIST FIRE HYDRANT CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 A WE HYDRANT #1962 flo X f Lj CD A' tf z J rn w VIM `.L]18 313 DN0 C38 r# Q RIM 56 2 [56.5] f ! t00 - IE(12 PVQ)(N)1.31 51.5 ] IE(12"PV )(E) 1.31 ,51.5 ]LJ IE(4"PV)(S)-2.84X[52.6FF i ] r if _ 2 - , a = o ... _ _. 2- _ Cl - _ 4. -- - _ aTitle/Position Scale: AS NOTED ;�e. _ _ .ku-- Confirmed by City. Date 0 CONTRACTOR TO VERIFY ND 2+00 00 09 G 518.11 3 0 - 4+00 9+00 5+18 y to Z Designed: AEB THE NEW STORM SYS .)10 2 CB-B SDCB TYPE2-48" EXIST FIRE 2 HYDRANT r � ~� CB -A, SDCB TYPE2-48" TA 3-+-55.61-%.-86-L- - - W ca V PROJECT REF: ADDOO-0014 Drawn: PPS Checked: AEB Date: 26 APR 0 0 _- -ENGINEER WHEN CLEA - -STA:- 2+56.5 EXCEED THOSE ALLO Y THE RIM=60.00f EXCEED 2 " #917 W "� ��� ` Easement 8 91 21 2 0 3 6 8 2 a rt 2 RIM=59.05t MATCH EXIST. 2 IE=51.99 30" N SE ( ) 4 Cal 0- p THESE PLANS ARE "APPROVED" FOR Job No. OF AUBURN - IE=51.61 (30 NE,S) Z W CONFORMANCE WITH THE CITY OF AUBURNgg376,10 - - - - - - - - - - - --- - - - - - - - - - - -AAh - _ __ ENGINEERING DIVISION'S REQUIREMENTS T VALLEY HIGHWA Y a 11 N Layii 9/ Sheet No. (PRINCIPAL ARTERIAL) Ui H H c Approved By. S� CO2 W � � C Date Approved: �- 8 to d Z of Sheets FILENAME, U, \P\1999\99376\99376CO2. DWG UPDATED, DEC 01 1999 16, 26, 19 osOn95 ASPHALT CONCRETE PAVEMENT, CLASS B, WSDOT 5-04 51 ° ° g° ° 2" °°oG ° o° °°° °° ° o Oo�� o 0 8" o o0 oO 00 CRUSHED SURFACING TOP COURSE, WSDOT 4-04 GRAVEL BASE, SEE SPECS, COMPACTED SUBGRADE NOTE : DEPTHS ARE COMPACTED THICKNESS HEAVY DUTY PAVEMENT ASPHALT CONCRETE PAVEMENT STRUCTURE 10" 9" 8-3/4" 1-1 /4� 1 /2"1 r 2" NOT TO SCALE LETTERING OPTIONAL RAISE - 1 /2" WIDE BORDER 1/2" NOTESi 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER PLAN. 3000 psi CLASS C CONCRETE (TYP.) T- 1'-o" 5/8" L_ 12"0 St FIBRE JOINT PACKING 7" 2-7/8" 7-3/4" BEND1 /8) -- 8" 15" CAST IRON RIN LEAN -OUT DETAIL NOT TO SCALE STD TYPE 16- C.B. 34"x40" W/ EXTENSION SECTIONS AS REQUIRED PIPE PER PLAN 2'-0 �-- 4-3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS NOTE: CONTRACTOR TO CHECK AND REHABILIATE EXISTING STRUCTURE AS NEEDED, VERIFY ORIFICE SIZE, VERIFY TYPE OF LID, ETC. SOLID r RIM 57.5 LID I 51.41 VERIFY z L 25 YR POND ELEV = 56.9 (6" MAX. DEPTH OVER OTHER C.B. RIMS) r6„ MIN. TYPE 16 CATCH BASIN 1 ROW C.B. ADJUSTMENT BRICK MIN. TOP COVER W/ 21 %27" HOLE (6" THICK) 8" CAP, RUBBER GASKET SHORT NIPPLE (LUBE BOTH ENDS) A.C. OR G.P.K. MANHOLE ADAPTOR Qa = 1.20 CFS EXIST 8" PVC - SDR-35 LOCATED IN NARROW SIDE OF C.B. 8"x8%8" PVC TEE RUBBER GASKET JOINTS 8" RUBBER GASKET PLUG W/ 4 3/8" 0 ORIFICE C617 TOLD CB#11 DETAIL (EXISTING NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Cr A PORTION OF THE NW CONSTRUCTION SEQUENCE: oss Dock Facility Expansion 1/4 OF THE NW 1/4 OF SEC. 12, TWPm 21 N., RGE., 4 E., W.M. CITY OF AUBURN. WASHINGTON 1. STAKE / FLAG CLEARING AND CONSTRUCTION LIMITS. 2. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH OWNER, ENGINEER, 4. E)ONSTRUCT FILTER FABRIC FEN6ES. 5. CONSTRUCT THE REMAINDER OF ALL TEMPORARY EROSION CONTROL ITEMS. 6. IMPORT AND PLACE STRUCTURAL FILL AND ROUGH GRADE SITE. 7. CONSTRUCT BUILDING PAD. 8. APPLY EROSION CONTROL SEEDING OR EQUAL TO AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE OR PERMANENTLY VEGETATED WITHIN 15 DAYS OF EXPOSURE. 9. GONSTRUGT WATER MAIN AND SERVIG FIRE HYDRANTS MUST BE APPROVED AND- -19TGQTJITIIGT SANITARY SEWER SERVTI E. 11. CONSTRUCT ALL STORM DRAINAGE STRUCTURES. CONSTRUCT NEW STORM DRAINAGE SYSTEM PRIOR TO REMOVAL/ABANDONMENT OF PIPE BETWEEN EXISTING CB#10 & EXISTING CB#13. 12. FINAL GRADE SITE, CONSTRUCT FINAL SURFACING TREATMENTS. ENSURE SURFACE WATER IS POSITIVELY DIRECTED TOWARDS PROPOSED STORMWATER CONTROL FACILITIES. 13. INSTALL LANDSCAPING FEATURES. 14. REMOVE SEDIMENT AGGUMULA:HGNS FROM GATGI 1 BASIN SUMPS AND 15. REMOVE PLUGS FROM INFILTRATION TANK !NLET-9. 16. REMOVE THE REMAINING TEMPORARY EROSION CONTROL ITEMS ONCE SURFACE VEGETATION HAS BEEN STABILIZED AND UPON APPROVAL. AUBURN GENERAL PLAN NOTES 1. ALL WORKMANSHIP & MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS & SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS & THE RULES & REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS & STANDARD PLANS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION" 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS & DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS & 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 FACILITIES ARE APPROXIMATE. IDENIIFICA11ON, LOCATION MARKING & 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 ONE -CALL (1-800-424-5555) FOR U1ILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE & 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 GO CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. REFERENCE CITY OF AUBURN STANDARD PLAN FOR FURTHER NOTES ON: GENERAL CONSTRUCTION NOTES GRADING & EROSION CONTROL NOTES STORM SEWER CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES WATER MAIN CONSTRUCTION NOTES AUBURN DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZA11ON PRACTICES SUCH AS SEEDING AND MULCHING, EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE STABILIZED CONSTRUCTION ENTRANCE AS DESIGNED AND SHOW ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO THE STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. GENERAL CONSTRUCTION NOTES 1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND STANDARDS AND REQUIREMENTS OF THE LOCAL JURISDICTION. 2. A PRE -CONSTRUCTION MEETING WITH THE LOCAL JURISDICTION/PUBLIC WORKS DEPARTMENT, AHBL, AND THE CONTRACTOR SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO COMMENCING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN 48-HOURS NOTICE PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL CONTACT THE LOCAL JURISDICTION'S PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL LOCAL UNDERGROUND UTILITY WORK BEFORE THE SYSTEM IS BACKFILLED, UNLESS OTHERWISE AGREED TO IN WRITING BY THE MUNICIPALITY. 4. A $ STREET CONSTRUCTION BOND IN FAVOR OF A LOCAL JURISDICTION SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO WORK WITHIN THE CITY RIGHT-OF-WAY . THE BOND SHALL REMAIN IN EFFECT FOR ONE YEAR FOLLOWING APPROVAL AND ACCEPTANCE OF WORK BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ALL SEC11ONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE TRAVELED RIGHT-OF-WAY WILL INTERRUPT NORMAL TRAFFIC PATTERNS. 6. ALL SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION. THEY MUST BE SATISFACTORILY MAINTAINED UNTIL THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATION OF THE AS -CONSTRUCTED IMPROVEMENTS. ACTUAL LOCATION OF EXISTING UTILITIES SHALL ALSO BE RECORDED. THE CONTRACTOR SHALL DELIVER THESE RECORD DRAWINGS TO AHBL AT THE COMPLETION OF WORK. 8. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND ANY AND ALL DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM HIS OPERATIONS. NEITHER AHBL NOR THE APPROVING AGENCIES ASSUME ANY RESPONSIBILITY. 10. AN APPROVED COPY OF THIS PLAN MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. THE DEVELOPER OR CONTRACTOR, AS APPLICABLE, SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 12. UNDERGROUND UTILITY INSTALLATION OPEN CUTS THE WSDOT STANDARD SPECIFICATIONS, PARTICULARLY SECTION 7-08 SHALL GENERALLY APPLY UNLESS OTHERWISE STATED BELOW. FOR OPEN CUTS ON EXISTING TRAVELED ROADWAYS, i.e., UTILITY CUTS: A. IN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT -LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. COMPACTION AND RESTORATION MUST BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH IS BACKFILLED SO AS TO CAUSE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT ONE -FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. B. IN CUTS PARALLEL TO ROAD ALIGNMENT: 1. ALL TRENCH BACKFILL UNDER ROADWAY SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY EXCEPT FOR TRENCHES MORE THAN EIGHT -FEET IN DEPTH. THROUGHOUT THE LENGTH OF ANY PIPE RUN, MANHOLE TO MANHOLE, IN WHICH ANY PART IS MORE THAN EIGHT -FEET DEEP, BACKFILL AT DEPTHS MORE THAN FOUR -FEET SHALL BE COMPACTED TO 90% MAXIMUM DENSITY BY EITHER WATER SETTLING OR MECHANICAL COMPACTION. THE TOP FOUR -FEET OF THE TRENCH LINE SHALL THEN BE MECHANICALLY COMPACTED TO 95%. ALL DENSITIES SHALL BE DETERMINED BY TESTING SPECIFIED IN SECTION 2-03.3(14)D OF WSDOT STANDARD SPECIFICATIONS. 2. IN ANY TRENCH IN WHICH 95% DENSITY CANNOT BE ACHIEVED WITH EXISTING BACKFILL, THE TOP FOUR -FEET SHALL BE REPLACED WITH GRAVEL BASE AS SPECIFIED IN THE WSDOT ASTANDARD SPECIFICATIONS, SEC11ON 9-03.10. THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 957. C. IN CUTS TRANSVERSE TO ROAD ALIGNMENT: 1. WITHOUT EXCEPTION, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH GRAVEL BACKFILL FOR PIPE BEDDING (PEA GRAVEL) OR CRUSHED SURFACING TOP COURSE MEETING THE REQUIREMENTS OF SEC11ONS 9-03.12(3) AND 9-03.9(3) OF THE WSDOT STANDARD SPECIFICATIONS RESPECTIVELY. BACKFILL SHALL BE PLACED AND COMPACTED MECHANICALLY IN ONE -FOOT LIFTS WITH A LOCAL JURISDICTION INSPECTOR PRESENT. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE LOCAL JURISDICTION OR AHBL. ON ASPHALT PAVEMENT, A PERMANENT HOT MIX PATCH THE SAME THICKNESS AS THE ORIGINAL ASPHALT OR A MINIMUM OF TWO -INCHES, WHICHEVER IS THE GREATER, SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS, CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN EIGHT -SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT, WITHIN 30 CALENDAR DAYS. 13. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WSDOT STANDARD SPECIFICATIONS 7-08.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AND PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE SHALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A DENSE, 1 UNYIELDING BASE. 14. AFTER THE COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE LOCAL JURISDICTION FOR THE PREVENTION OF ON -SITE EROSION. 15. PLANS SHOWING ALL PROPOSED UNDERGROUND U1ILITIES MUST BE PROVIDED TO LOCAL JURISDICTION. PLANS FOR WATER AND SANITARY SEWERS MUST BE PROVIDED PRIOR TO THE PRECONSTRUCTION MEETING. PLANS FOR ALL OTHER UTILITIES MUST BE PROVIDED PRIOR TO THE PRECONSTRUCTION MEETING AND MUST SHOW THE LOCATION OF THE MEASURES WHICH SHALL BE TAKEN TO PREVENT SOIL EROSION AND SEDIMENTATION. 027MIN03 WATER SYSTEM NOTES 1. UNLESS OTHERWISE SPECIFIED, MATERIALS AND WORKMANSHIP FOR THE WATER SYSTEM AND THEIR INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS, DIVISION 7 AND REQUIREMENTS OF THE APPLICABLE PURVEYOR. 2. UNLESS OTHERWISE SPECIFIED, PIPE FOR THE WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPE. JOINTS SHALL BE RUBBER GASKET, PUT-ON TYPE. 3. THRUST BLOCKS SHALL BE SIZED TO RESIST TEST PRESSURES AND SHALL MEET REQUIREMENTS OF THE APPLICABLE AGENCY. 4. WATER MAINS SHALL BE FLUSHED, DISINFECTED, AND TESTED CONFORMING TO REQUIREMENTS OF THE APPLICABLE AGENCY AND PROVISIONS OF WSDOT. 5. UNLESS OTHERWISE SPECIFIED BY THE WATER PURVEYOR, INSTALL PIPE FOR A MINIMUM THREE FEET OF COVER. WATER MAINS SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN THREE-FOOT MINIMUM COVER. THERE SHALL BE NOT LESS THAN A SIX-INCH SEPARATION BETWEEN THE WATER MAIN AND THE STORM SEWER. 6. UNLESS OTHERWISE SHOWN ON PLANS, SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER, DISTRICT AND OTHER UTILITY COMPANIES. 7. WATER SERVICES CONNECTION DETAILS: A. 2" x 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION WITH A MINIMUM OF TWO FEET OF THE MARKER EXPOSED. B. PAINT SERVICE LOCATION ON CURB WITH BLUE COLOR C. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR SIDEWALKS, TRAFFIC - BEARING BOX AND COVER MUST BE FURNISHED BY THE CONTRACTOR. 8. UNLESS OTHERWISE SHOWN, PROVIDE FOUR THICK BY TWO FEET WIDE CONCRETE AROUND VALVE COVER LOCATED IN UNIMPROVED AND LANDSCAPE AREAS. VALVE COVER SHALL BE MARKED "W" OR "WATER". 9. SEPARATION BETWEEN WATER MAINS AND GRAVITY SANITARY SEWER SHALL MEET THE REQUIREMENTS OF SECTION 2.41 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", STATE OF WASHINGTON DEPARTMENT OF ECOLOGY, REVISED OCTOBER, 1985. 10. ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL "U" CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER WAC 212-80. 025MIN01 STORM DRAINAGE NOTES 1. MATERIALS FOR THE STORM DRAINAGE SYSTEM AND THEIR INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS. TESTING OF THE STORM DRAINAGE SYSTEM MAY BE REQUIRED BY THE LOCAL JURISDICTION OR AHBL. 2. PIPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS OR FROM THE FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE PIPE MATERIAL TYPE FOR THE SAME SIZE PIPE BETWEEN STRUCTURES. PIPE JOINTS MUST BE OF THE SAME MATERIAL AS THE PIPE AND PIPE GASKETS ARE TO BE PROVIDED. A. PVC CONFORMING TO ASTM D 3034, SDR 35. B. 12-INCH AND SMALLER, PLAIN CONCRETE STORM SEWER PIPE CONFORMING TO WSDOT 7-04.2, CLASS III. C. 15-INCH AND LARGER, REINFORCED CONCRETE STORM SEWER PIPE CONFORMING TO WSDOT 7-04.2, CLASS IV. D. CORRUGATED DOUBLE WALL, HIGH DENSITY POLYETHELENE DRAIN TUBING (4"-10") AASHTO M252 OR DRAIN PIPE (12"-36") AASHTO M294. 3. CATCH BASINS SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD PLANS: A. TYPE 1 - PLAN B-1. B. TYPE 2, 72 INCH AND 96 INCH - PLAN B-1f. C. TYPE 1-L, PLAN B1-A. D. TYPE 2, 48 INCH AND 54 INCH - PLAN B-le. 4. UNLESS OTHERWISE SPECIFIED ON PLANS, ALL ROOF DRAINS SHALL BE RIGID 6-INCH PVC OR LARGER CONFORMING TO ASTM D 3034, SDR 35. SUFFICIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY MAINTAINED. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF ALL PIPES AND CLEANOUTS AND SUBMIT IT TO THE OWNER AND/OR AHBL UPON COMPLETION OF THE WORK. 5. ALL BUILDING ROOF DRAIN DOWNSPOUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE CONNECTED DIRECTLY TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. THE SYSTEM SHOWN HERE IS A RECOMMENDED SOLUTION. 6. CONSTRUCTION OF GROUNDWATER DEWATERING SYSTEM SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATION 6-02.3(6)C. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE -FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: FOUR TO EIGHT -INCHES ROCK/ 40-70% PASSING; TWO TO FOUR -INCHES ROCK/30-40% PASSING; AND TWO -INCHES ROCK/10-20% PASSING. 8. ISSUANCE OF THIS BUILDING PERMIT BY THE LOCAL JURISDICTION DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION. THE LOCAL JURISDICTION DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. 027MIN04 TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SEC11ON 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND U1ILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. 022MIN01 HYDROSEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO AREAS INDICATED. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS 40% 90% 90% CREEPING RED FESCUE 40% 90% 90% PREINOCULATED WHITE DUTCH CLOVER 10% 95% 90% HIGHLAND BENT GRASS 10% 90% 90% 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 022MIN02 SOIL RESIDUAL HERBICIDE NOTES 1. WHERE SHOWN IN THE PLANS OR INDICATED, THE CONTRACTOR SHALL APPLY ONE APPLICATION OF AN APPROVED SOIL RESIDUAL HERBICIDE. PAVING SHALL BEGIN WITHIN 24 HOURS AFTER APPLICATION OF THE HERBICIDE. ANY AREA THAT HAS NOT BEEN PAVED WITHIN THE TIME LIMIT OR THAT HAS BEEN RAINED ON, SHALL BE TREATED AGAIN AT THE CONTRACTOR'S EXPENSE. 2. THE MATERIAL TO BE USED SHALL BE REGISTERED FOR USE UNDER PAVEMENT IN THE STATE OF WASHINGTON BY THE WASHINGTON STATE DEPARTMENT OF AGRICULTURE BEFORE USE. THE CONTRACTOR SHALL RECEIVE FROM THE ENGINEER APPROVAL OF THE MATERIAL TO BE USED AND THE PROPOSED RATE OF APPLICATION. THE FOLLOWING INFORMATION SHALL BE INCLUDED IN THE SUBMITTAL: REGISTRATION NUMBER, MANUFACTURER, AND PROPOSED RATE OF APPLICATION. 3. APPLICATION OF THE HERBICIDE SHALL BE PERFORMED IN ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. 022MIN03 AS -BUILT REQUIREMENTS THE CONTRACTOR SHALL MAINTAIN RECORD DRAWING(S) OF ALL UTILITIES SHOWN ON THE PLANS AND EXISTING UTILITIES ENCOUNTERED AS CONSTRUCTION PROGRESSES. THESE DRAWINGS SHALL INDICATE DEVIATIONS FROM THE DESIGN PLAN. REFERENCE DISTANCES BETWEEN THE RELATIVE LOCATION OF THE NEWLY CONSTRUCTED IMPROVEMENTS AND A PERMANENT MARKER SHALL BE OBTAINED. THE LOCATION OF STRUCTURES, VALVES, BENDS, TEES, AND RELATED APPURTENANCES SHALL BE INCLUDED. THESE RECORDS SHALL BE AVAILABLE FOR REVIEW BY THE ENGINEER AT ANY TIME DURING CONSTRUCTION. THE CONTRACTOR SHALL GIVE THESE RECORD DRAWINGS TO THE ENGINEER IMMEDIATELY UPON COMPLETION OF ALL UTILITY INSTALLATION. O W 0-.- oc00 0 L16 W Z� = O y LaCA O LU y V O 4C = U. 0a (0d0 Z3y 0 u� D W =W Co H W :�� 022MIN04 Record Drawing Certification THESE CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS Rv Title/Position Confirmed by City. Date Date PROJECT RED: ADDOO-0014 ,.) THESE PLANS ARE-APPKO-VED­- FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS ®Ih7v� Approved ByZz�� Date Approved:8�� Q� W z� 6 O Qo � I= w U J oN �oN o� N w s N oN � N W o� J Z z "' N N 0 0 0 0 6 C CO 00 ao 0- a Ott EXPIRES 5123102 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEMN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN MOLE OR OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AHBL. 0 ca W V cc u Jbid 0 Stamp a W 0 W 0 Z ow L W O a W co M M CV rn 0 N 0 � N 00 rn U) Q 0 0 bNE CD r) U I - Do Cl) x Y 0 0 0 a a U Scale: AS NOTED Designed: AEB Drawn: PPS Checked: AEB Date: 26 APR 00 Job No. 99376.10 Sheet No. CO3 of Sheets FILENAME: U: \P\1999\99376\99376CO3. bWG UPDATED: DEC 01 1999 16: 261 19 OTD179� 0 Cross Dock Facility Expansion A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 12, TWPw 21 N., ROE., 4 E., W.M. CITY OF AUBURN, WASHINGTON f I\ I EXISTING FIRE , — �_ •, �' I I I I 1�\ HYDRANT t -- ---� - -o - �- .. S Li Lj ___._.�... e- 9111070408 � -_..- .- _ Storm Easem o. ... r . �� ` NEW STORM LINE r i EXISTING LANDSCAPE TO REMAIN NOTE: EXISTING LANDSCAPING THAT IS DISPLACED DURING INSTALLATION OF THE NEW STORM LINE IS TO BE REPLACED. ITEMS TO BE REPLACED WITH SAME VARIETY AND SHALL MEET THE REQUIREMENTS BELOW.'`• 1. DECIDUOUS TREES TO BE MIN. 1 1 /2" TO ` �It�b �)a 2" 0 AT TIME OF PLANTING / � •00 2. EVERGREEN TREES TO BE MIN. 4'-6' IN aI HEIGHT AT TIME OF PLANTING. 3. SHRUBS TO BE MIN. 18"-24" IN HEIGHT OR TWO GALLON AT TIME OF PLANTING. 4. GROUND COVER TO BE LOW EVERGREEN OR DECIDUOUS PLANTINGS AT 3' SPACING IN ALL 0 5. EXISTING IRRIGATION SYSTEM TO REMAIN. JV Q� E W z�a a� U� o� ir �oN a� W sN W N of CV � UW F rl Q 3 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERNCE, IS THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN WHOLE OR OR IN PART, FOR ANY OTHER PRO ECT WITHOUT THE WRITTEN AUTHORIZATION OF AHBL. Record Drawing Certification THESE CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS Rv Title/Position Confirmed by City. PROJECT' REF: ADD00-0014 Date Date THESE PLAN " FOR CONFORMANCE WITH THE CITY OF AUBURN PLANNING DEPARTMENT REQUIREMENTS fk6,)wusGY APPPD%3E70 t'AMOSCAm RAO 11 Mcf - Approved By - Date Approved: CO 0 c STATE OF WASHINGTON REGISTERED LAND CAPE ARCHIT DANIEL E. WO ALA CERTIFICATE 0. 561 Stamp C O ■ cc CL X Lu mono C.� cc LL Je v O 0 O V U N O a c Cc L � W � O =a CL •- cc > 0 W Co .a a Cl) Cl) Cl) CV M O O O CV Scale: AS NOTED Designed: AEB Drawn: PDC Checked: AEB Date: 26 APR 00 Job No. 99376.00 Sheet No. LOA of Sheets FILENAME: U:\P\1999\99376\99376L01.DNG UPDATED: AUG 30 2000 15: 59158 O.SD1795 11 Cross Dock Facility Expansion A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 12, TWPm 21 N., RGE., 4 E., W.M. CITY OF AUBURN WASHINGTON,-,., I P { I .....5 1 s Q g i J S J 9 == I C= l V O 6� m x I Le 5��-&ter Line Easement 9111070408 Part 1 0 -------------------------------------------------- - — -- - - - - - - - - - - - — - - - - - - - - - - - ------ ------ ------ ____ _-. __ __ __.--- - ______�.. - _.___ __� ___ _-._.._. �. -__ ------------------- - ------ ----- ------ -- - ---- ---\ - ---- 50-08-1 1N- 26 ------ - - -- -- --- -- - -- ----- =_-� _ - -- -- / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 30 - -- C3 1 I /v EXISTING ECOLOGY / -- _ _ ------ - -- - 40.0' N 40.0 BLOCK WALL l ` I 1 Ln . ,, - - J V) Q >_ w z � 6 O � � r I-z�6 � Q �w JoN O N N V)�� N V) n �N N t � J N ai Nv >� o —z GRAPHIC SCALE v w ' 0 15 30 60 t20 1 1 1 1 1 1 ( IN FEET ) 1 inch = 30 ft. v r I \ I v I. SEE COl/ERSHEET FOR BUILDINJz INFOp'1ATION VT v al v o V EXISTING ASPHALT .V-.r. I TO REMAIN v `� I I EXISTING ASPHALT , E�uIAIN 1 1 v 001 I° i ° I EXISTING FIRE i 0 `' i p HYDRANT I 1 \ " PAD �. Y I cn I �� ,,, 8 CONCRETE r. I � Q M / I v. / I �- -_ -= W/ #5 AT 18 O.C. � . v .I o i . v v . -- to EA WAY OVER 4" C) X \ 1 r Lj �� N I ROOT .OVERH G 1 GRAVEL BASE o N o o I I � � QOLL �.vr w Jew V z Q�N Ir ' I. N 1 EXISTING CONCRETE PAD �� I I w I . w 8" CONCRETE PAD _� �_ W/ #5 AT 18" O.C. II 0 _ 1 I I ° EA WAY OVER 4" GRAVEL BASE I t LO EXISTING CB o I II 0 I J-----=� TO REMAIN �) TYPICAL `\ I v I 0 I 0 I I � Cfl 00 EXISTING BUILDING EXISTING V_ v i 9 SCONCRETE W 1 I Lei V. v 1( .� - .. ---- W _._ . . J J [ / vl o } ° Cn SEE CIVIL PL�NS y r I a N �� FOR STORM / p LLIt / 1N U D'I b ° \ 0 e WI k S 1 00 L0 EXISTING FIRE -- i v� 00 W Q- HYDRANT 0 ° I EXISTING CONCRETE PAD --- I � m 0 x 0 I -- O w a i EXISTING FIRE L.. 1 HYDRANT o I i EXISTING ROOF OVERHANG I LY M,.6 L3MS _ - v' ----� OO'L-OZ �/ i� I o \ Q I o 0- /I 1 CO —,. , I00 5o C) I / .. C-D oCn r I I 1 Ir I Y (InI' -- I o 57< 1 �v zCn w 57< >II CD F- C1 / z I Cn I t? 1 I i \ I w 1 i I ! II I \ w �I I X S V1 CA (n OD Z fn \ I SEE CIVIL PLANS FOR STORM CHANGES EXISTING RETAINING WALIL o I o \ f t t _ I CA i ow low I mod \\ 1 w oo EXISTING RETAINING WALL Lo —/-- X�N — w 0 CO ! — I f i0 ! 1 i 1 HCP f14 x20) AND W / — _� 3 STD (9 x2�0') — i # — — -\ EXISTING PARKING 0 _ _ SPACES 10 STD EXIST ti I 15 STD EXIST �I PARKING SPACES 1 ; - PARKING SPACEt � 1 (9 x20') I 1 / (9'x20') �'I • • I \I��J I eP EXISTING FIRE 16 I �— I - I I I ( 1 I EXISTING FIRE \ HYDRANT --_— y, ..i- I I I I HYDRANT -- --- -_ =" -- ------J— J-1 — Ln NN__ --_--=_� ---- ---_- -- --- I 261. E .. 0T t 518.11 0 1 Lj Li Lj Storm Easement 9111070408 EXISTING PE Easement 8912120368 Part 2 AND ROCKERY STOAREMAIN I (SEE SHEET L0.1) -- -- -- -- -- -- -- -- -- -- -- --' -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- -- -- -- -- V -er Line E em�n_t__q11-1-0-7 408 Part 2 i I I Water Line easement 91110704t 8 Part � I II �� II � `✓ I \ I J PROPOSED 3 ACRE PAVED TRUCK MANEUVERING AREA (PARCEL "B") TO BE PART OF FUTURE I % I / PHASE 2 WORK < 1< x X m LL (T I I I _ V I I 0 I ` ------ 10' WIDE TYPE 3 LANDSCAPING C) 00 j TO BE PART OF FUTURE PHASE 2 OF WORK C) 0 Ln LC) Lo I I l I I l i I I .I Ln i A LO II I , �— I� I � I \ I I I � /I - EXTENT OF FUTURE PHASE 2 OF WORK Record Drawing Certification THESE CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS Rv Title/Position Confirmed by City. PROJECT REF: kADD00-0014 j Date Date THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CORM 9/g/00 Approved By: Date Approved: C%d 0 0 0 0 o 0 m OD Cp w m c c � m m � E E E E 0 0 CM U U S aaaaa -m REUSE OF DOCUMENTS THIS DOCUMENT, AND DE IDEAS AND DESIGNS gDORPMATED HEREIN. AS AN HISTRUMENT OF PROFESSIONAL SERNCE, Is THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN WHOLE OR OR IN PART, FOR ANY DIRER PROJECT WITHOUT THE WPoTIER AUTHORIZATION OF AHBL C O cc W A I.. V cc u JM 0 O 0 ca ca O L V U a� 0 li Stamp iv a MW v N OD rn yQ m 00 am U) r` OD co x 0 m c O ro a U Scale: AS NOTED Designed: AEB Drawn: PDC Checked: AEB Date: 26 APR 00 .lob No. 99376.00 Sheet No. BOA of Sheets FI LENAME, U, \P\1 999\99376\99376B01, DWG UPDATED, AUG 30 2000 16, 07, 29 OTD1791T