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HomeMy WebLinkAbout12D2036CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL LA QU,INTA REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY. LOCATED M 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) T21N, R5E, SEC 18, TL 9253, W.M. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 225 6T H STREET SE, AUBURN, WA CONSTRUCTION (2008)," EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. OONSTRJCTM SEQUENCE 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE A. ATTENDANCE AT THE PRE -CONSTRUCTION MEETING WITH START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS THE CITY OF AUBURN OFFICIALS. DEPARTMENT AT 253-931-3010 TO SCHEDULE THE MEETING. B. ESTABLISHMENT OF CLEARING AND GRADING LIMITS. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE C. CONSTRUCTION OF TEMPORARY CONSTRUCTION CONTRACTOR IS CAUTIONED THAT OVERHEAD U11UTY LINES MAY NOT ENTRANCE. BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS D. CONSTRUCTION OF FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD U11UTY LINES. IDENTIFICATION, LOCATION, E. GRADING ACTIVITIES CAN BEGIN AFTER EROSION MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR CONTROL MEASURES ARE IN PLACE. UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 F. THE FOLLOWING ITEMS MAY TAKE PLACE AT THE REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONTRACTORS DISCRETION: CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ONE -CALL 1. INSTALLATION OF ON -SITE STORM DRAINAGE, (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, SANITARY SEWER, AND WATER FACILITIES. STORM SEWER, GAS, POWER, TELEPHONE. AND CABLE). 2. SITE PAVING. 3. BUILDING CONSTRUCTION. 4. OFF -SITE PUBLIC OR PRIVATE IMPROVEMENTS 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A INCLUDING THE GENERAL TIMING AND DURATION. PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE 5. THE REMOVAL OF ALL T.E.S.C. MEASURES AT SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE PROJECT COMPLETION UPON CITY APPROVAL. START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE M111GA11ON REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. HWY 18 F__9252 _ -- 9026 I I � I SITE I 1 182105-9253 9027 9184 � I I 1 I i 1 I 1 i I I I 1 1 ' - - - - - - - - -- -- --�- - - 6th ST SE I� 0055 1 1� I I I o 9189 1 0070 1 \ I 9259 � Ir I 0050 1 I -1 - - - I � 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OF A WASHINGTON LICENSED PROFESSIONAL CIVIL 19. ALL DAMAGE CAUSED BY CONTRACTOR SHALL BE RESTORED TO AN ENGINEER. "AS GOOD OR BETTER" CONDITION. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" 20. ALL LANDSCAPING AND/OR SOD SHALL BE REPLACED TO AN "AS GOOD HANDOUT. OR BETTER" CONDITION. GENERAL NOTES 21. UPON COMPLETION, THE CONTRACTOR SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIALS. 9. THE CONTRACTOR SHALL DO ALL WORK SHOWN ON TILE DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE 22• THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PROJECT IN AN ACCEPTABLE MANNER. BEFORE STARTING CONSTRUCTION. 10. THE CONTRACTOR IS TO COORDINATE WITH ALL OTHER UTILITY 23. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CITY 24 HOURS COMPANIES FOR WORK REQUIRED TO CONSTRUCT THE PROJECT. BEFORE STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWN, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING 11. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION SUNDAYS OR HOLIDAYS. CONTROL MEASURES IN ACCORDANCE WITH THE CURRENT EDITION OF AUBURN'S DEVELOPMENT CODE, SEE NOTES ON SHEET 4. 24. THE CONTRACTOR SHALL MAINTAIN A SET OF AS -BUILT DRAWINGS SHOWING WORK COMPLETED AND ANY DEVIATION FROM THE PLANS. 12. TRAFFIC CONTROL SHALL BE IN COMPLIANCE WITH THE CURRENT AS-BUILTS OR RECORD DRAWINGS WILL BE SUBMITTED TO THE TRAFFIC CONTROL DEVICES. CONTRACTOR TO OBTAIN APPROPRIATE ENGINEER WHEN COMPLETED. PERMIT PRIOR TO WORK IN ROW. 25. EXISTING SURVEY MONUMENTS SHOWN ON THIS PLAN ARE TO BE 13. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS REGARDING PROTECTED IN PLACE DURING CONSTRUCTION UNLESS OTHERWISE UNDERGROUND WORK INCLUDING NOTIFICATION OF ALL OWNERS OF NOTED. ANY MONUMENTS DISTURBED DUE TO CONSTRUCTION UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT OPERATIONS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. NOT MORE THAN 10 BUSINESS DAYS BEFORE COMMENCING OF AN EXCAVATION. THE CITY SHALL BE HELD HARMLESS FOR IMPROPER OR STREET/PAVEMENT NOTES UNAUTHORIZED INSTALLATIONS. 26. WORK IN PUBLIC ROW TO BE COMPLETED IN ACCORDANCE WITH CITY 14. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY OF AUBURN STANDARD CONSTRUCTION SPECIFICATIONS. INSPECTOR(S). CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. STORM SEWER NOTES 27. PRIVATE STORM SEWER CONSTRUCTION AND MATERIALS ARE TO 15. DURING CONSTRUCTION, THE CONTRACTOR AND/OR CONFORM TO THE UNIFORM PLUMBING CODE AND ALL OTHER SUB -CONTRACTORS) SHALL HAVE A MINIMUM OF ONE (1) SET OF APPLICABLE SPECIFICATIONS. APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 28. PIPE BEDDING AND BAC{FILL FOR TRENCHES SHALL CONFORM TO THE MATERIAL REQUIREMENTS AND STANDARDS OF THE CITY OF AUBURN. 16. ALL EXISTING ASPHALT CONCRETE PAVEMENT (AC) AND PORTLAND CEMENT CONCRETE SHALL BE SAWCUT, REMOVED & REPLACED AS 29. ALL STORM SEWER PIPE, OUT SIDE OF PUBLIC RIGHT OF WAY SHALL REQUIRED. HAVE A RUBBER GASKET. ALL STORM PIPE AND RELATED CONNECTIONS TO CATCH BASINS, MANHOLES, AND OTHER RELATED STRUCTURES 17. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN SHALL BE WATER TIGHT. EXISTING PAVEMENT AND NEW PAVEMENT. 30. ALL STORM DRAIN MATERIALS SHALL BE AS NOTED ON THE PLANS 18. CONTRACTOR SHALL CONFINE WORK TO DEFINED CONSTRUCTION SITE, AND SHALL BE GASKETE:D, ANY OTHER MATERIAL MUST BE APPROVED DEDICATED RIGHTS -OF -WAY, EXISTING EASEMENTS, AND TEMPORARY BY THE ENGINEER & CITY. CONSTRUCTION EASEMENTS. ZONING C3, HEAVY COMMERCIAL A AREA MAP 1 SCALE 1 "=100' 04,p"II * _ I-jmlc Iti. ADDITIONAL NON -BUILDING PERMITS REQUIRED FROM THE CITY OF AUBURN: 1 GRADING PERMIT, 2 WATER PERMITS, 1 FIRE LINE CONNEC11ON PERMIT, 1 SEWER PERMIT, 1 STORM PERMIT AND 3 BACKFLOW PERMITS ABBREVIATIONS: BCR BEGIN CURB RETURN BOW BOTTOM OF WALL BVCS BEGIN VERTICAL CURVE STATION CL CENTERLINE CONC CONCRETE DEMO DEMOLITION DI DUCTILE IRON PIPE DRWY DRIVEWAY ECR END CURB RETURN EG EXISTING GRADE ELEV ELEVATION EP EDGE OF PAVEMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST EXISTING FG FINISH GRADE FL FLOW LINE GA GUY ANCHOR GUT(G) GUTTER HMA HOT MIX ASPHALT HORZ HORIZONTAL IE INVERT ELEVATION LAT LATERAL L LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM NTS NOT TO SCALE PVMT PAVEMENT PC POINT OF CURVATURE PED PEDESTRIAN PL PROPERTY LINE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION PVT PRIVATE RD ROAD R RIGHT SAN SANITARY SEWER ST STREET STA STA11ON STD STANDARD ST M STORM SW SIDEWALK TEMP TEMPORARY TOC(T) TOP OF CURB TOW TOP OF WALL TYP TYPICAL VERT VERTICAL a. TOTAL EXISTING IMPERVIOUS (SF) = 407 b. TOTAL PROPOSED IMPERVIOUS (SF) = 37,863 c. NET CHANGE (subtract b from a) (SF) = 37,456 a. TOTAL DISTURBED AREA (SF) = 41,250 b. TOTAL ADDED & REPLACED IMPERVIOUS AREA (SF) = 37,863 PROPOSED EXISTING MISC. SA SANITARY SEWER - - - SA - - - SANITARY SEWER 0 SANITARY MH S s SANITARY MH TREE TO BE REMOVED SD STORM SEWER - - - SD- - - STORM SEWER - - - - - PROPOSED EASEMENT 0 STORM MH 0 STORM MH '-' '-' EXISTING WOOD FENCE SD-- 3 CATCH BASIN - - - SD -- - -® CATCH BASIN x x x x EXISTING METAL FENCE WA WATER LINE - - - WA- - - WATER LINE PROPOSED LOTLINE A HYDRANT IQ HYDRANT STREET SIGN 04 WATER VALVE D4 WATER VALVE MAILBOX ® WATER METER ® WATER METER PHONE/POWER RISER/VAULT - CENTER LINE - - CENTER UNE - - - OH- - - EXISTING OVER HEAD U11UTY BOUNDARY - - - - - - - - BOUNDARY - - - UG - - - EXISTING UNDER GROUND LINE c-am POLE W/ LIGHT POLE W/ LIGHT - - -GAS- - - EXISTING GAS LINE CONCRETE CONCRETE - - - TEL - - - EXISTING TELEPHONE LINE CURB - - - - - - - - - - - - - - CURB - - - CS- - - EXISTING COMBINED SEWER TREE 00 TREE A DETAIL LETTER SHEET NUMBER WALL WALL -- HMA r---.-----.--^---� HMA L-----------`J e VICINITY MAP � N.T.S. OWNER/DEVELOPER S&B HOSPITALITY ATTN: SATPAL SOHAL 9322 S 216 PL KENT, WA 98031 PH: (206) 229-5246 sohalhotels@gmail.com SURVEYOR APEX ENGINEERING, PLLC ATTN: TIMOTHY J McDANIEL, PLS ' 2601 S 35TH STREET; STE 200 TACOMA, WA 98409 PH: (253) 473-4494 X1198 mcdanielQapexengineering.net ARCHITECT MS ARCHITECTURE, INC. ATTN: MARK SIEMIENIEC 212 SW 4th STREET MADRAS, OR 97741 PH: (503)686-0503 MAS@ms-arch.com ENGINEER WB WELLS AND ASSOCIATES 4230 NE FREMONT STREET PORTLAND, OREGON 97213 PH: (503) 284-5896 FAX: (503) 284-8530 CONTACT: MARK A ZEMAN morkz@wbwells.com SHEET INDEX: 1 COVER SHEET 2 EXISTING CONDITION & DEMO 3 SITE PLAN 4 GRADING & EROSION CONTROL 5 PRIVATE STORM PLAN 6 EXISTING POND REVISIONS 7 PRIVATE SANITARY & WATER SERVICE 8 PUBLIC WATER MAIN LOOP 9 DETAILS 10 DETAILS RECORD DRAWING CEIR IFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY__L&A i DATE r• - 3 - ►� TITLE/POSITION 'Proict En r CONFIRMED BY CITY n ATE 1� & `9� W.B. WELLS Associates, Inc. _& ENGINEERS -SURVEYORS -PLANNERS 4230 NE FREMONT STREET PORTLAND, OREGON 97213 PHONE:(503) 284-5896 FAX '(503) 284-8530 e-mail address: infoQwbwells.com � ,P 0 W14 C H r U 43, A SIGNATURE DATE: Z- r S&B HOSPITAUTY 9322 s 21 th n KENT, TA 9Ml REVISIONS: DESIGNED BY: MAZ DRAWN BY. MAZ CHECKED BY. BSS Uc W.B. WELLS 2005 PLOT DATE: JOB NO: 10-067 SHEET 1 OF 10 2A203G M STORM MANHOLE RIM = 91.09' 1E = 84.94' (12" l POND OUTLET ADS-N) 1E = 85.19' (12" q= 85.02' (12" vc-S) POND INLET � ' � tPAND T (12. lE - 84.54' (12" I ® © I PPVC) VC) -98 `-.REMOt .___ _ _ ..w..-- - - .. a �.I • � Ii � ROPOSE6`\SA1iVCt11 3 EMOVE EXIST CU STORW CATCH — ` BASIN - _ t RIM 90.63' _ _ STORM VAULT RIMS - 91. 02' BOTTOM - 82.67\ 1 1 , I I I I. I I I STORM CATCH BASIN (� ' RIM - 90.70' i If - 86.97' (8" I ' PVC-N&S) C - 87.20' (6" PVC-W) I I , I I STM CB ROPi RIM-90. 48' A\/ --REM\ IE-87. 48' (8" PVC-N) 'K I£=87 52' 1'8" DIP- W) ` POND INLET IE = 85.94' (72" ADS) EXIST STORM STUB EXIST WALL EXIST TREES -SXWCUT__- EXIST CURB REMOVE EXIST CUP24 I I i I ' N / N ' ,r M. rr_ % `\ EMOVE STRING r / I N N N - N 0 � N N OSED SAWCUT N OVE STRIPING OVE WHEEL STOP gvi�) d I i e � ��:ars�smm�aarasar-�'s�:srasr: ON �-- — I I �i'' ``, (2) WTR SERVICE STUBS, REMOVE SD — BOTH I '. BOTH AND CAP AT THE MAIN SANITARY SEWER ' ( I II MANHOLE1809--77 �` 1 -_ ----------------9f'---------- RIM = 91.30' - - - - �� ----------1 r-------I--l� I e , _ �.—Q�L--�'I°� •�;,��( —. -.►- d tl mod-` — — _ _ ❑ — — — �. — 3� � ®— .� — - a a al „s' �C S � a a L� = _.. a SS S� aM� �.mt 7ss`,—.._,_ � _ ._ — _ =�C 6� �: lrs �S C5 -a �Z:. 3"i�! �_' i� w 'S� V_ JQ J b \\ M LEGAL DtSCRIPTION FOR PARCEL B A PARCEL OF LAIC LYING WITHIN THE SOUTHWEST QUARM. OF SECTION 1$ TOWNSHIP 21 NORTH, RANGE 5 EAST, OF THE'WILLAMEM MERIDIAN, CITY OF AUBURN, KING COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS .FOLLOWS: COMMENCING AT THE UTHWES'T' CORNER OF SAID SECTION 18 IIIENCE NORTH 0V2I' l I - EAST, ALONG THE WEST LINE THEREOF .61.1.32 FEET; THENCE NORTH Il: *0729" EAR' iS.S.12 F r; THENCE NORTH 'MI'I I" EAST PARALLEL WITH THE AFO - .. ,. NTRMW 'WEST LINE OF SFC nQN IS A 'DISTANCE OF 33.45 FEINT TO THE POINT OF BEG INNi3YJC3; THENCIk CONTIl�iUE N tTi-t {ft1°2l'11 EAST 48.331`EET TO.A F'C}iNT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY,. AND TO WHICH POINT A RADIAL BEARS SOUTH07-5V35- WEST, SAtl7 POINT LYING ON THE SOUTHERLY RIGHT OF WAY LIME OF STA`I'R ROUTE 19 PER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGrHT OF WAY 'PLANS DATED MAY 6,1959, REVISED OCTOBER L.1'ft' THENCE COUNT -CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL A " X OF W0328" A DISTANCE OF, 311,44 FEET; TRICE SOUTH 00*4110" EAST 53.02 FEET; THENCE SOD'Ti 88*0779" WEST 3.46 FEET; THENCE SOUTH 00'3715" EAST 175.39 F T TO THE NORTHERLY MARGIN OF 61'1 STREET SOUTHEAST; TFIENa Ste. �9a T 45" WEST ALONG SAID NORTHERLY MARGIN 177.15 FEET; THETTCE NORTH OQ°37'15°' WEST 2QL95 FEET; THENCE SOUTH W22'45" WEST 136.94 FEET TOTHEPOINTOF BEGINNING, APEX ENGINEERING, PLLC ATTN: TIMOTHY J McDANIEL. PLS 2601 SOUTH 35TH STREET; STE 200 TACOMA, WA 98409 PH: (253) 473-4494 X1198 mcdonlel6opexonginewing.not I --- -- — ' --- --- - _ - - - - - - - - - - - -��� _ CITY OF AUBURN — NAVD 88 STM , t14r� $7M MH O� 6 STM CB 00764- - - - - - - - £=86. 02 ( 2" PVC-Nf I IE-87. (12 PVC�! _ BENCHMARK 30-J --__ I DESC: BRASS MONUMENT AT THE _. E-8$D 2' (4" DIP-W) 5TM io - 37' - - - - - - - - SAN MH 1809-56 - -__� I I RIM=91.1 �— �IM=90.93' i (MINOR AR IAL) I I SW CORNER OF SECTION 18 sa gaa���a:s�aaaae mt�ca��amm�aa�a _ EL-91.90 r_ ____.___ __ __ 1 XISTING CONCRETE JOINTS (TYP) ' MAA I KM PROJECT REF FAC10-0011 ' I \LANS ARE THESE DRAWINGS CONFORM TO THE 2_--4 I �\ CONTRACTORS CONSTRUC11ON RECORDS. CONTHESE WITH THEOCITY C FOR AUBURN'S � EXISTING CC�VDI'fiC)N 0 10 20 4o BYft4 ATE ENGINEERING DIVISION REQUIREMENTS. 2 TITLE/POSITION APPROVED BY:-o^^^"' S 1" 20' CONFIRMED BY CITY ATE DATE APPROVED:Z ail 10 'wi wofl:0:LIMuIyilpIfm 9322 S 216th PL EWq TA 98031 REVISIONS: DESIGNED BY: MAZ DRAWN BY: MAZ CHECKED BY: BSS O W.B. WELLS 2005 PLOT DATE: JOB NO: 10-067 ,( SHEET 2 OF 10 /2 Da2036 0 0 P� 7M l+44- TOTAL PARKING STALLS ON HOTEL SITE o4Z 4�+14 COMPACT 2� a� AS STANDARD 81 TOTAL STANDARD PARKING STALLS, NO COMPACT $W GRAND TOTAL FOR 907H DEt� WS & HOTEL STD STALL.- 9'x19' COMPACT: 8'x16' CITY REQUIREMENT: 70 ACCESS & PARKING AGREEMENT RECORDING BOLLARD C C C C C C' C -C C C C C C C C _ _ (T') 1 4 5 6 7 8 9 10 11 12 13 14 15 1 A AI N I l 3.6T �I 2x MAX I a C ` a d C � III �R=PESS F1QE_- �� AC R=25' Sk "R=501 F j I I R�25' FIRE\ ACCESS ® 17 18 19 20 21 22 23 24 25 24 27 28 29 30 m ed i A STRIPE AREA I e ----- ------ I rr ' AS -'OWN d II FIRE LANE, CURBS MUST BE (3)PAINTED IN BRIGHT YELLOW --- -COLOR AND SIGNS MALL PLACED AT 50 INTERVALS. I J � N 20 I LA QUINTA IlVN Li ly r I FF=91.50' i N RESTRI EXIST! S' I —STD PARKING S BUILDING TYPE - 5A 1 HOUR t N riN SAM LOCATILLP d d I o Ip I I d i I I t I \-FiRE ACCESS L40P t! I L------------- / — I� _._�_ -- -1 i_ - - - 32 33 34 35 36 37 � ---- I� t-ACCESS PARKING -I ,,,. ,. �..�• .; It (�REEMENT RECORDING 11 I g I Y I n i O I I I 0 I I �� I g --I 11 I V I I It c ADA PATH=C11t�IV 11 I r■ I 1 ■' oo' d d ( I 15 WIDE PUBLIC a N.T.S. ` I ":' L'_ _ _ _ _ _ N WATER II it G C ., 39 40 41 4 4 ' 4 45 46 47 48 49 50I C. INSTALL PAINTED GORE C 53 STRIPE (WHITE) AS SHO ` STD TRA�.IsfoRMEtiz olv M w� o Cjk-W �� C 52 INSTALL DOUBLE YELLOW a ■-s= I CENTER STRIPE N 16 -\ ti ■ �-� INSTALL PAINTED ® f 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 tl I b ARROW (WHITE) TYP� _. C C I C C C C C C C C C C C C C C C d :aSS:sm::::asap::a�zmeSas=sasa>r=t�sS:scaa:s�=—__—_'—' _ — • • • — — ���ass._ i� � '�.y=.uai`�—..`/.... _'..-•' sLaa�aie:=saS= o.,_�sSsc i I..��•! - ( i F I— -; „.!, I it RM yc 3q " 0 RAMP to �C.-._SS 3C -�ia:i S-SS7l �'S 7L �. S 3SC .L�S'� 3F�S�GSS ��S�S •SS�2'� Said >f.ia S:i T�a�S.'Y._S� .L T�SC�SS .o SS1 �_.�=�5�_ _-'S=:.�3i�^SiS �.- ST�-S _.`... _.SS.T..==T..�SSST.W:�.-�r-..�-+�SS-S� z� �.. .T �. ..... : .5.� �.._. �.._..��5� i - — � - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- — -- — -- — - � C�+y da-Fa�- 39 cract•. Sid�< t 1 l ' I I ' t ' A WE � 0 110 20 40 3 MAN 1' 20' RECYCLED PLASTIC 1" CHAMFER OR 1TIMBER, SEE 1 ALL SIDES A NOTE 1. 4 4 0 4" WHITE REFLECTIVE : T 2,_5» TAPE VARIES a"xa~x4' SEE 1/8" THICK (MIN.) NOTE 6. GALVANIZED STEEL. A 44 OR ALUMINUM, REMOVAKE OOL1ARD INTERIOR SIDE Z7rx s PLAN DIMENSIONS ARE • 1/4-GREATER • , .1�. NOT TO SCALE THAN POST • ' . DIMENSIONS j 2'-6" 500 LBS. (MIN.) r ` . _; •• ! , : TEST GALVANIZED d CHAIN ANCHORED IN a CONCRETE • 6"Lx3 8" rid STEEL ROD, CHAIN ANCHOR CONCRETE 24" 1J2" GALVANIZED EYE SOLT WITH WASHER AND rTlixl A_A NOT SCALE NUT. RECESSED NUT AND PIN BOLT THREAD. 1" CHAMFER ALL SIDES ��LL 1) RECYCLED PLASTIC BOLLARDS SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR OF DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE RECYCLED PLASTIC TREATED WITH WEATHER BORNE PRESERVATIVE MM OR TIMBER, SEE (ACA. CCA. ACZA) IN ACCORDANCE WITH NOTE 1 REQUIREMENTS OF SEC. 9-09.3(1) (GENERAL X—CREQUIREMENTS) OF WSDOT STANDARD SPECIFICATIONS AND CITYS AMENDMENTS 8"xa"x5-6" THERETO. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2) STEEL TUBE SHALL CONFORM TO ASTM A53 7]fDIRECT GRADE A. BURIED 3) NUTS, BOLTS, & WASHERS SHALL CONFORM TO COMPACTED ASTM A307 IL 4) ALL STEEL PARTS SHALL BE GALVANIZED. 5) CEMENT CONCRETE SHALL BE CLASS 3000. 6) MINIMUM OF 4'-2" SPACING ON TRAILS LESS A= ag LLM THAN 10' WIDE, AND 5' SPACING ON IV OR NOT TO SCALE WINDER. 7) BOLLARD SHALL BE PLUMBED VERTICALLY IN ALL DIRECTIONS. APPROVED BY CITY ENGPIEEIb DATE: ' . � © � BOLLARDS CITY OF AUBURN. WA._ _- a PUSUC-WORKS STANDXRD- 12" N AKNCOI LANE BT oiWsn OF A48�tH iiRi I3�iM. Lettering Specifications 3" — Class C width 3" — Class B w 2" — Class C width 112" — Class C width a. Reflective in nature; b. Red letters on white background; c. Signs to be spaced 50 feet apart and posted on or immediately nesd to the curb, or on the building; d. Signs to be no less than four feet from the ground. + ' Ir4 Q SITE PLAN & PARKING SPACE CALCULATION PROVIDED BY ARCHITECT, SEE ARCHITECT SITE PLAN FOR LAYOUT Jk DIMENSIONS, THIS SHEET IS FOR REFERENCE ONLY. MS ARCHITECTURE, INC. ATTN: MARK SIEMIENIEC 212 SW 4th STREET MADRAS, OR 97741 PH: (503)686-0503 MASOms-arch.com RE{�OF�D DRAWING C:EF3'I MAIM PROJECT REF: FAC10-0011 THESE DRANANGS CONFORM TO THE q-`` CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S BY ATE//"3"// ENGINEERING DIVISION REQUIREMENTS. ION TITLE/POSIT�►'" F APPROVED BY: l- CONFIRMED BY CITY DA DATE APPROVED: & Associates. Inc. b &IJ nubriTALUL I 9= S 216th PL Wff, TA 98031 REVISIONS: DESIGNED BY: MAZ DRAWN BY: MAZ CHECKED BY: BSS ® W.B. WELLS 2005 PLOT DATE: JOB NO: 10-067 SHEET 3 OF 10 /,Z Ds2O34 N 0 N N c y C 4 CURB do GUTTER ALONG NOR,TI=1 PC ---- All il.50"leo".- Zi of � 9p4` Iqo=13 1' � L 1 1 91 02' 1 1 1 I I 90.7 � 1 9t1_ 70'- mook ----------- I i i I I 1 i .35 _ - - - - - - - - _ 1' MAX EXPOSURE, ADD FILL AS NEEDED W 6" FLAT BENCH AND 2:1 SLOPE ASSUMED EXISTING GRADE, it - NO SURVEY DATA _ II / i �a ' I 91.4 I a LA QUINTA INN ! i IN 1 FF- 91.50 , I 1 ' 1 1 i I 1 FLUSH I I RB, NO % ° 1 I� n MENT FENCE\TYP ._ EXPOSURE 91.49' 0.70• 70 T-91.86' 6 0.58' 90.65' 1 G-91.3rt#' I T-91.64 l I € I +3 91•142'� 91'1.42' G-91.14' 0.50 1 91138 1.06 ~`. QD I 178 �9 75' I go•15 ,.� 90.75 I �_ - - - - --- Gv IC5 91. 0' . 90. 0' 90.90'� 90.65' 0.70•1` 90.9,40 WI 9® .og► ---- 90.75' 1 \ 9j:4b - - - - AN, 90. 1.48' II I 1.00 9 a • h'• D ,'� • ,'D • �'• • ti'[ • n • •'♦ 1'I n •"°sue `T"l'►+`L► 'L •sn L' A s� a xac J. s a s - ._ s 3. ...'-.._•i... J..=�.,... - -" • ---. --- --- _ _ _ _ - - TYP tali RO 42 C� W FULL _ _-_ - 'Ivim I PL VARIES FROM BACK OF CURB PL ♦ ♦ M s ur I r 11wrR rIL s b fmx# NiRY � u s s ur CENWNT CONCRM TRAFM CURB THICKENED GURB r-AND GUTTER WITH 2' WIDE GUTTER PAN PRIOR TO MOVING ANY MATERIALS OR EQUIPMENT ON PUBLIC STREETS, THE CONTRACTOR WILL SUBMIT A HAUL ROUTE PLAN TO THE CITY ENGINEER FOR APPROVAL PER SECTION 1-06.7 OF THE CONSTRUCTION STANDARDS. TOTAL FILL - 620 YDS TOTAL CUT - 810 YDS * QUANTITIES DO NOT INCLUDE TRENCH EXCAVATION AND BACKFILL 1' FLAT BENCH WITHOUT SIDEWALK 2:1 MAX TRAFFIC CURB, PER WSDOT STD PLAN F-10.12-01 3" OF WSDOT CLASS "B" A/C COMPACTED TO 92X RICE- / 4" OF WSDOT SEC 9-03.9(3) CRUSHED AGGREGATE BASE COURSE) COMPACTED TO 95X RELATIVE DENSITY PER AASHTO T-180 4" OF WSDOT SEC 9-03.10 CRUSHED AGGREGATE BASE COURSE, COMPACTED TO 95X RELATIVE DENSITY PER AASHTO T-180 * SEE GEOTECH REPORT PREPARED BY JASON ENGINEERING do CONSULTING FOR PAVEMENT SECTION DETAILS. GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY 1ST TO SEPTEMBER 34TH, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER 1ST TO APRIL 30TH EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,OW SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5, 000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. ----- _ _ crT!REET TIGi SIDEW TYP __- -----' 1 ---' - - �- ANBR� ARTERI! Z EXISTING TREE REMOVED PROPOSED CONTOUR --- - - - - -- sss--- - - - - -- EXISTING EXISTING TREE TO REMAIN SF SILT FENCE(EROSION-03) - r _ - vo CONST ENTRANCE(EROSION-01) TREE PROPOSED 90.97'N PROPOSED SPOT ELEV INLET PROTECTION 90.97'--,. EXIST SPOT ELEV @ (EROSION-04) * SPOT ELEV SHOWN NEXT TO CURB ARE GUTTER (FL) ELEV UNLESS OTHERWISE STATED MAVWM CM I MATM PROJECT REF: FAC10-0011 THESE DRAWINGS CONFORM TO THE H s Z -� CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S BY SATE //' _l ENGINEERING DXVISI REQUIREMENTS. T1TLE/POSITtt>Iti I'� !'�jr-_ APPROVED BY:� ]►� CONFIRMED BY CITY DATE // � DATE APPROVED: 2,28/// 0 1 wvr;ipvo 9 ` S 2i6th n i=,U ml REVISIONS: DESIGNED BY: MAZ DRAWN BY: MAZ CHECKED BY: BSS ® W.B. WELLS 2005 PLOT DATE: JOB NO: 10-067 SHEET 4 OF 10 127)w-2W3D � N e STORM MANHOLE RIM = 91.09' IE = 84.94' (12" POND OUTLET ADS-N) •... If 85. J9' (i?" �VC-S) 02' (12" • -- � DS)j 10" OUTFAILL IE-85.40' 12 t��■, , `�. RIMS"'", 10"x6" TEE �-� 3 10"IE=86.10' STM Ctj RIM-91.10. )PE N-12 O 0.50x TM TM I a I y 4 W-- IE = 84.54' (12STM CO " w J — I .. ° ° I IE-85.51 .49 STM CO - ytm& IL Iq. 1910'x6" TEE 10"IE=85.88' 158.15 LF, 100 Q s l I =86 35 II - - - - - - - - - - - - - -------------_-------- rrq INSERT A WYE FITTING STORM CATCH � -` — — OR FOUNDATION DRAIN -1c; 11 BASIN roRq A CONNECTION 10 I a- - RIM = 90.63' `"vRws 91. APPROXIMATE LOCATION I C4 oTT 67' OF DOWNSPOUT (TYP) I I I IZ ( fl I- f C �' L1=� (q-� LA QUINTA INN Isof- I g FF-91.50' I'-� I �l~ r.r7 i� �p 0 cry STM CO II arM RIM Q z fE-88.7�� 3 o �- — 6I I STM CO - , I 0 IM=90.6w-lS 20 LF, 6- H - - - _ _ _ _ _ _ _ _ �� " . '..I �I IE=$6.51 N-12 O 1.OX (h r L II r..1 (� I �• 100x16" S TORM CATCH BASIN I RI' "\ • RIM = 90.70' 4 , 10 1=$7.42 iE=87.1 10iEaTTMM$7. IE = 86.97' (8" I i� 1 49 SS PVC-N&S) III "60 OHD00 �, 1HDPE NI--12 O 0.50X I£ = 87.20' (6N" � 12 . W� I Pw-WUA II I cn I ji C8 " • O II IM � �.00. f1 STM CO 010, 2-0 I IM=9A36• a�Zaa 29 1 -86E.99' F i r- O �- -.iAllt!'f z z RIM- I~ z I .N I RIM=90.48' IE=87.48' (8" PVC-N) "K IE-87.52' (8" DIP-W) r-- —SD— a RIM i `• I El exa'sa=ate=sue_= s1�.—�ss� sa�ss�ss .1�-1—i_er-E1 - ���_--. _ -.. ---- .—_.__....—. _ s.:- _=�,�i .r'��iiciLi��a.�•wasax STMI C6 061148 � I i � ` -w RIM 90.41' — — — —WA — -- — A- — — — — -WA-- WA -— I �— — — — �" THE T S �. (MOM ARTERIAL) �TM MH 0 STM C8 764 STM MH AV1147 — �— — -9Las: ---- "- -- - -" — =86.02 (2" PVC -NE I IE-87. ' (12" PVC=SW) I - � �E=80.32' (�4" DIP-W) STM MH 37 I I I RIM=91.1.— s -_ __ __ ___ __ -- -- -- _- -_ -- -_ __ i\ � I 1 \ � AI 0 10 20 40 STOW PLAN 6 1" 20' i t ' h • t�.z� t ORftAW 5W RUID ,,- 6aL jr f : ' ' ... ;. LYNCH CATCH BAS-R+ SCALE: NTS v - HOT- case l> ul `TM PROJECT REF: FAC10-0011 THESE DRAWINGS CONFORM TO THE r15 2---q-2w( CON TOWS CTION RECORDS. THESE PLANS ARE APPROVED FOR r _ 3 CONFORMANCE WITH THE CITY OF AUBURN'S BY _,_.DATE.."„_ ENGINEERING DIVISIA REQUIREMENTS. TITLE/lPOSI7ION?, rsirct '''— APPROVED BY: Ate" CONFIRMED BY CITY ATE �� DATE APPROVED: % aaD nvariiaui i 321QthP°L 10INT, TA oml REVISIONS: DESIGNED BY: MAZ DRAWN BY: MAZ CHECKED BY: SSS 0 W.B. WELLS 2005 PLOT DATE: JOB NO: 10-067 SHEET 5 OF 10 122)0203& M. N I N 1 1 \ 1 l 4 4 1 4:"- f1\I\. A EXISTING POND PLAN o s 1© 20 a PROPOSED POND PLAN o 5 10 20 ,� a 8 1" = 10' 1" - 10' 42" HIGH BLACK VINYL COATED CHAIN CONCRETE CURB SECURED TO BLOCKS INK FENCE AT TOP OF POND WITH 15' WITH 0.5" REBAR DOWELS, DRILLED WIDE DOUBLE GATE AT ACCESS AND APPDXIED IN PLACE, 2' OC 90.80' PVT ELEV- 90.00' EST ELEV •: e • .y 6 "ULTRABLOCK WALL, REUSE 10' EXISTING BLOCKS IF UNDAMAGED 85.00' LOWEST POND ELEV ° 6" PERF HDPE WRAP W/ FILTER ABRIC, CONNECT TO EXISTING • ° PERF PIPE •' ACCESS RAMP SURFACE, 4" —8" UARRY SPALLS, 12" THICK, ' ROCK FOUNDATION PER EST HIGH GROUND GEOTEX71LE UNDERLAYMENT ULTRABLOCK SPECIFICATIONS WATER ELEV 82.00'� n PROPOSED POND ACCESS SECTION * THE STRUCTURAL DESIGNNMIR. THE ORIGINAL WALL SHOULD BE STRICTLY ADHERED TO FOR THE ADJUSTMENTS SHOWN ON THESE PLANS. THE MAX DEPTH OF POND IS 5' BELOW SURROUNDING GROUND SURFACE ELEVATION. THE SEASONAL HIGH GROUND WATER ELEVATION IS 8' BELOW GROUND SURFACE ACCORDING TO JASON ENGINEERING ADDENDUM LETTER DATED OCTOBER 12, 2010. RECORD DRAWING CEF MF CATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY ATE! - 3-!/ TITLE/POSITION r r CONFIRMED BY CITY- DATE PROJECT REF: FAC10-0011 A THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY:�-� -� DATE APPROVED: /;,. D 2 03 � • o RAN► 9o-as— -So- I �� I I r I �'&S�Mm 111 im m L �iSTALL FDC STM 9 STM TM ___ .-_-----------------------i I q -- - - - - - - - - - r,��nrmr -• RPBA BACKFLOW TO BE I DETERMINED BY PLUMBING I (a AND/OR FIRE SPRINKLER I lu CONTRACTOR I ov 'SER�IAT 6" SAN CID 91.21 RIM= Mr4 • W. S • a A QUINTA of Una Y �Sg"`�•SL"�:..-� S.S.. S� .�.'�S'S"� m LF. 6" PVC O 1 X MIN I sb.y Lf 6" SAN CO IM-90.90' IE-W.14' (EXISTING) I 1.7 X. 6 PVC O 1X M114II I It H II MOIL 2ft -WA— _.•i .•._ .'ir ••i, -••t .%J ��!. VJ► • �. �•S►, -••. -•'ir- -•�J ��. �'►, ��•.► �-••►� ►.-'e, -••'\ • �•.• v!► •• . y�,_��,,,_♦•t+�•• y • �7 — I - -WA- — — _WA1 — — /— --WA— — — f-- WA-—_— t t I I DETERMINED B (RRIGAI FON _----- --r' -----'"- —f -- "" —� t --�- ACTOR OR LANDSCAPE 6h S ETSE PLAN .,;. mm -- -- -- -- -- -- -- -� -- -- -- -- i I NOTM SANITARY LATERAL PIPE AND FITTINGS SHALL BE PVC ASTM 3034. SDR 35. PUBLIC MAIN SHALL HAVE MECHANICAL JOINTS. ALL PRIVATE WATER LATERALS SHALL CONFORM TO UPC. M1 ATM PROJECT REF FAC10-0011 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S BY A 11 ENGINEERING DIVISION REQUIREMENTS. TITLE/POSITION t Evitr APPROVED BY: CONFIRMED BY CITY DATE �'� DATE APPROVED: Z�18I1 l WEB• W L`ILLS "ssociatesp Inc. 4230 NE FREMONT STREET PORTLAND, OREGON 97213 PMONE:(5M)284-W fAX(5M) &= e-tr W addtm. ktowbweb.com iq! S&H HUNYI'1'AUTT S 216th PL Wffs TA 98031 REVISIONS: DESIGNED BY: MAZ DRAWN BY: MAZ CHECKED BY: BSS 0 W.B. 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R..MAIN. - EST ............... : .................................................................... ........................... • ..SPRINKLER... *IR VALVE IE .84:43 8 i /1tN EST - ..................... ;...... _ ............ Cit STUB : ...................... ....................... IE 86:70.. IE... Q................................................... .............................. ...................Q .4E.... 4N ........ _. ;. 90' BEND do GB :....................... ..................... ....... , ...................... . :........................�.......................;........................�........................ 1........................;..............................................;. i ! ie::Q ccs 00 O e7 .- O) 00 O N O cn CT) O) 00 O CiR O O O O c CD O) O O 10+00 11 +o0 12+00 a WATER PROFILE k. d SCALE HORIZ 1" - 20' VERT 1' - 5' li C ST 12+ 4 1 x6" II NT ALL FIRE I INSTALL RE ­IYDRANT A SLY(#2 ) ASSEMBLY(4295) PER STD I _: D - _ DTL WATER-07 I I STA:12+89.20 i NSTALL VALVE( 7TM) ' 1 ' STA:13+79.50 STM STM INSTALL 90' BEND _ _ _ _STA:13±64.5 1Q" - - - - - - - STM CROSSING I I I 1806 i•F, 12" DI, ICL-52 I ..L I I Im -mommi " o I TEE, INSTALL VALVE FOR SPRINKLER CONNECTION I i d 864 I1 ll I L-- - - - - - - - - - - If II I Ili I N .50 N Ill n ° II 5. STA00+59.114 INSTALL 45" BED D _ .\•`�t,� 5• Q I '•\ A - r-- -SD-- I a •° i 13+00 14+00 FIRE SPRNNCLER SYSTEMS NOTES SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7.01.5.2 AND THE FOLLOWING REQUIREMENTS: 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U CONTRACTOR IN ACCORDANCE WITH WAC 2124 0-010. 4. A POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY I I Ia ( LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN I try REQUIRED FOR REPAIR. n - -v 5. BLOCKING, PIPING, AND RODDING DETAILS SHALL BE PROVIDED WITHIN THE III -I -� -- RESTRIPE EXISTING (9'x4iSUBMITTAL. I ° STD PARKING STALLS , B. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF THE I�# _ IN SAME LOCATI rii SPRINKLER SYSTEM SUPPLY PIPING. //7r ( 11 CROSS CONNECTION CONTROL NOTES CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS: 1. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WILL ALLOW PROPER OPERATION, AND IN -LINE TESTING AND ` 15.00, j / MAINTENANCE.. 'II 2. A BACKFLOW ASSEMBLY PLUMBING PERMIT IS REQUIRED FOR ALL ASSEMBLIES I Il 0 t PUBLIC WATER INSTALLED WITHIN THE CITY OF AUBURN, AND/OR THE CITY'S WATER {q �t I MAIN EASEMENT DISTRIBUTION SYSTEM. I--- f 1d 11 3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE '- DEPARTMENT OF HEALTH - BACKFLOW ASSEMBLIES APPROVED FOR III n _aG_ INSTALLATION LIST. �N u N ll � 4. BACKFLOW ASSEMBLIE5 MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ' - -- ASSEMBLY TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN 00CROSS CONNECTION CONTROL SPECIALIST. Ill II 5. PRIOR TO INSTALLATION, SUBMIT TO THE DEVELOPMENT REVIEW ENGINEER FOUR (4) SETS OF BACKFLOW PREVENTION ASSEMBLY PLANS, INCLUDING THE r r 1` CONNECTION POINT TO THE CITY MAIN FOR REVIEW AND APPROVAL. ISTA:15+08.28 12"xf ,�' 11 INSTALL FIRE HYDRANT h ASSEMBLY(4294) PER STD1j DTL WATER-07 �f I STA:15+19.26 INSTALL 45' BENt>j _ II \ Ii__�{_ STA:15+56.52 STA:1 +21.88 II \ INSTALL 45' BEND \ INS T 45' BEND II \ Q'� zf 1 _ I,_--�- R -r--- r ►_ r..• i, ••�•i� •�� ..:►, `1•, ._•►,'_• ...• . fir. .:�, � �!• �.�•,�•,•._••_•• ��•• �, ••�►. •�~•!•• _ ,•'+r-. 14 r.i t . , .• r •. wr e.. ♦.�_ - .- - - _ � s � s � a a=�,�•a�►=tea- ire ss.rZ �i..•z •= OD -WA- -- .MIA -WA 7-�aET - a -- -� DER CI DIRECTION AC E�CCTIO V do 1 " -�-' I_ -� - _.. ---_ ---- --- CREA 11f• STA:9+09.09 8w x8r WET TAP " i T ER CID( DIRECTION__A" 1 INCREAS�R AND WALVE(7413) 61th STREET SE •Y, I -STM i STM '� I .r0 10 20 ri"'\WAIR PLAN 1 1 :::6 A A:13+72 PL 10+ULI 4 EXISTING A.C. TYP. 3 PAVEMENT 12" TYP. 1 EXISTING t✓' TYP. CEMENT CENTERED (MI CONCRETE EXISTING SLABMWIFTV090", . , 011111111 .P •� is •�1,:;. .. , .) .� �`"L .: •! . . 1 /2 10" MIN. 2 TYP. LENGTH 5 EXISTING VARIES, CONSTRUCTION 18" TO ,�T 7 EXCAVATION 32" LON 12" LIES MIN. FOR TRANSVERSE JOINTS CONSTRUCTION, THE DOWEL BARS SHALL `./ BE 1 1/2" DIA. x 18" LONG AND INSTALLED AT 12' ON CENTER. FOR LONGITUDINAL JOINTS CONSTRUCTION, TIE BARS SHALL BE #5 x 32" LONG AND INSTALLED AT 36' ON CENTER. DRILL HOLES TO EXISTING ADJACENT CONCRETE PANELS AND PARALLEL TO EXISTING GRADE. HOLES SHALL BE BLOWN CLEAN WITH COMPRESSED AIR PRIOR TO APPLYING EPDXY RESIN INTO THE HOLES. THEN INSERT EPDXY RESIN COATED BARS IN THE HOLES SUCH THAT THE BACK OF THE HOLES ARE FILLED FIRST. QAPPLY HOT POURED ELASTIC TYPE SEALANT TO ENTIRE EDGE AND FULL DEPTH CE THE JOINT'S BEFORE PAVING. OAPPLY SURFACE SEAL WITH ASPHALT CEMENT AR-4000 AT MATCHLINES. WHERE REPLACEMENT OF EXISTING ASPHALT CONCRETE PAVEMENT IS REQUIRED, APPLY NEW HMA CL B TO MATCH EXISTING THICKNESS. 5706 OMATCH THICKN OF EXISTING CEMENT CONCRETE PAVEMENT, BUT IN NO CASE SHALL IT BE LESS THAN 10". CEMENT CONCRETE SHALL BE CL. WITH 5% AIR ENTRAINMENT. TRAFFIC SHAIl BE KEPT OFF NEW PAVEMENT FOR 7 DAYS OR UNTIL DESIGN STRENGTH IS ACHIEVED, WHICHEVER COMES FIRST. WHENEVER A REMAINING CONCRETE PANEL IS S MADE OR LESS IN ANY DIRECTION FROM EXISTING CONSTRUCTION JOINT TO NEW CONSTRUCTION JOINT, IT SHALL BE REMOVED AND REPLACED AS PART OF THE NEW PANEL. BEDDING/BACKFILL SHALL BE PER CITY OF AUBURN STANDARD DETAIL TRAFFIC-02. APERMIM BY GIY ENGNEElt DME- =-'°°' x REPAIR OF EXISTING CEMENT �7 CONCRETE PANELS IN ROADWAY CITY OF AUB ZN. WA. - DEFST. OF PUBLIC WORKS STANDARD.DETAIL: TRAM- NOT ANY DAMAGE CAUSED BY CONSTRUCTION OF WATER MAIN ON THE DENNY'S PROPERTY SHALL BE RESTORED TO 'AS GOOD AS" OR BETTER CONDITION INCLUDING STRIPING AND LANDSCAPING. CONCRETE JOINTS IN 6TH STREET ARE SHOWN AS LOCATED BY SURVEY. CONTRACTOR SHALL ONLY REMOVE ONE PANEL PER PROPOSED WATER MAIN CONNEC11ON do MAKE DOWEL CONNECTION TO EXISTING PANELS AS SHOWN IN DETAIL ABOVE.. MECHANICAL JOINTS SHALL BE PLACED ON ALL JOINTS OF THE PUBLIC WATER MAIN AND LATERALS AS INSTRUCTED BY CITY FORCES. PLACE ROOT BARRIER ON EACH TREE LOCATED WITHIN 5' OR' LESS FROM A SIDEWALK OR PUBLIC UTILITY. DRAWING ERTIFICAMON PROJECT REF: FAC10-0011 THESE DRAWINGS CONFORM TO THE ffS Z-R-1mil CONTRACTO 'S STRUCTION RECORDS. THESE PLANS ARE APPROVED FOR BY 4 ngTE /t^3- // CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISIA REQUIREMENTS. TITLE/POSITION VoPrdiftt CO241CAPPROVED BY: CONFIRMED BY CITY ATE 11146 DATE APPROVED: z � II W.B. WELLS & Associates, Inc. ENGINEERSSURVEYORS-PLANf 4230 NE FREMONT STREET PORTLAND, OREGON 97213 I' fX (503) 34-50 FAX.(503) e-1tt8il address: .com � O E-� E­4 c:d az ma 49!4 �:) P'4 PM4 9322 S 216th PL B' wl TA 9011 REVISIONS: DESIGNED BY MAZ DRAWN BY: MAZ CHECKED BY:BSS ® W.B. WELLS 2005 PLOT DATE: JOB NO: 10-067 SHEET 8 OF 10 /,2D.2G3lo Q N a E I E 6; O O N of N U v O WI w N o� o a -i z Cr V) :D z of ba� 0Jw - Lj zX f -i. I 0Q_j Ww oow of M 18" MIN. COVER 1=�='rq l 05 _ z °�o iv h rrr-------------r I�.. - W O W V) Q Z a CK N II 1 I II --� G- J- w W LL 1--------------I- ,, -� O m g_ C w ¢¢v0-i w O F-d ppmQZ0UO0 w}I � � Z w�-0zLdM 00- bi a- G_ yui w Z, 3U ww Q=Z<< w QQ>m ¢OU Odem ,o W:D W W Oa.anwoZ>za. W F-O¢ ¢ Jaw V LL_ �N F--HXwo wocnz w3.M. J1iZ UWDof Z UOJ a(nUO �g� CL D l- a of PROPERTY r N z o V) LINE_ o 0 Z G Y Z LLJw �z g ¢� w a- °n Y W . t0 N ::)Wca C3 3 Z W U li Z N �n cn 1 w cn o � m = Ld a M a �* 0(n3 Q Ona W p G �QW m L,J LLJ0 OYw U w U O>� W W = w S � �Qo �Q� aam ¢MO � Z x (nJ O O Q � � 3:el N- a w En CV 704 - Q oa i� oz�tw°ao a t� m w D U O m 11 � Owww H�N(n wUm > ¢- =Q_ 4 2 rM 0 XJ w Q >- a oln z o Ma- � off' � 0 in w IN-oo ( N H¢ U W s G_ ¢ > > W UQ t- •- �M CV � U N- 1= N? �� �0] m3 0_ ¢ZF p ¢p zo w�U AP VED BY CITY ENGINE : DATE: �moF PRIVATE SANITARY 7JZkZ SIDE SEWER CLEAN OUT WASHINGTON CITY N WA. — DEPT. OF PUBLIC WORKS STANDARD DETAIL: SEWER-02 - DRILL AND TAP: 5/8"-11 N.C., 3 EA. SPACED 5/8"-11 N.C. x AT 120 DEGREES, 1-1/4" STAINLESS 1" DIA. HOLE, TYPICAL. STEEL SOC., HEX 3 EA. SPACED DRIVE CAP SCREW, AT 120 DEGREES, 3 EA. REQUIRED. TYPICAL. 0 A B ° —>D o 000 0 0 0 - ° S oE=a 0= A �B 60' (TYP.) 1 /2" SPECIFY LETTERING 45' TYP. 'SEWER' OR 'DRAIN' COVER - PLAN FRAME- PLAN 1 „ 25" J_ I 26- 3/8" 3" 25-1 /4" I 1 p 1" 2I " SECTION B-B 3/8" 1-1/4" 3" 5" 23-3/4" 3/4-7, 33-3/4" 12 AT 1 /2" EACH SECTION A -A NONSKID PATTERN /�,,T-�ESC• ALL DIMENSIONS IN INCHES 1]_C_[la�d� 1) COVERS SHALL HAVE THEIR USAGE CAST IN 2" RAISED LETTERS: "SEWER" FOR SANITARY SEWERS, "DRAIN" FOR STORM SEWERS AND "WATER" FOR WATER CONVEYANCE. THE WORDS "CONFINED SPACE PERMIT REQUIRED" SHALL BE CAST IN 1' LETTERS AS SHOWN. 2) FRAME SHALL BE GRAY IRON OR DUCTILE IRON, AND COVER SHALL BE DUCTILE IRON WITH MINIMUM WEIGHTS AS FOLLOWS: FRAME = 210 LBS., COVER = 150 LBS. APP OVED BY C41Y ENGINEER: DATE: �cmm 24" DIA. MANHOLE FRAME AND COVER CITY OF AUBURN WA. — E T. OF PUBLIC WORKS STANDARD DETAIL: SEWER-04 11' .09 3' 10' — 3' I _ _ _ p1l I I ----- - ---- - I 1zzz 2'-4 -a-- i I 1 5' 6 � l 3 �CT7r-------- l 4 1 ----- -- - ----------- 41 l j' �4. PLAN Not to Scale /31A 6„ 1 4 T 7 s I 9 AS REQUIRED �' 7'-11° 5 2 _ 3'-7" ' 2' 6 1 1 10 v Z { 9 p I I )1- - - - - - - - - - -j A ELEVATION Not to Scale 15 Page 1 of 2 A�VED BY CITY ENGINEER: DATE « 3" OR 4" WATER METER INSTALLATION WASHINGTON CITY OF AUBURN WA. - D PT. OF PUBLIC WORKS STANDARD DETAIL: WATER-17 3/16"x1-1/2" DUMMY JOINT 10' O.C., MAX. CUT, 1" IN DEPTH, 5' O.C., MAX. ;.., 3/8"x4" EXPANSION R.O.W. �\ JOINT 20' O.C. LINE DE EDGER FINISH R.O.W. 5' TO 10' LINE 3/8"x4" EXPANSION I JOINT MATERIAL 2% I TRAFFIC BARRIER--�-I18" 4" THICK CONC. SLAB CURB AND �� 2 CSTC GUTTER THICKENED EDGE TO COMPACTED SUITABLE FULL DEPTH OF CURB BASE MATERIAL AS SECTION NOTES: PER NOTE 1 BELOW 1) PLACE CEMENT CONCRETE ON COMPACTED SUITABLE BASE, AS PER WSDOT STANDARD SPECIFICATION SECTION 2-06.3 AND AS APPROVED BY THE ENGINEER. 2) CEMENT CONCRETE SHALL BE CLASS 3000 AS PER WSDOT STANDARD SPECIFICATION SECTION 6-02.3 WITH 5% AIR ENTRAINMENT. 3) INSPECTION REQUIRED FOR FORMS AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 4) DRIVEWAYS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAILS TRAFFIC-07 TO TRAFFIC-11. 5) MATCH JOINTS ON SIDEWALK WITH JOINTS ON THE CURB AT 10' O.C. AZVED BY CITY ENGIN DATE: CMOF COMMERCIAL/INDUSTRIAL SIDEWALK WASHINOTON WITHOUT PLANTER STRIP CITY OF AUBURN WA. — E T. OF PUBLIC WORKS STANDARD DETAIL: TRAFFIC-24 s a g J w w ~ Z O Z _ � � Z � O O W � � N O Z W O �_ '- W �, I N N W Z_ O J ¢ Z a a Z aw a' � � � > G_ w �� � a a w O Q� a � pw �� re v � F J� o ao o M � o_ o a o �� a¢ a �`' � 0 o m =? �� �� � cn a U 3� O Wo Q �d p Z ¢ w �� w Q w U Z > � W W � � r2 a 'C O to W Z � m a d } W n Z N ak a � o_ ,� OU � a > � J Nj � O� � N Z O p � F- � � � U F- �z rn � � U � �z U W o� Q. J� ¢ J O Q � > O � d S � J U' � 0 } to Z IC tY O � zZ a � o � a� N oa � m �� ¢�, <�o � W Ud J m � OZZ W- f" Q � N � O U W � � = } H (W/1 (i� laJ.l � Y U a a a Z � n o: � ¢ x (n � � o � ,� � � w wo � a � oa drr O U•� � � U� a N p J U O MJ �O m U W Zo x ¢ a wa O w w o_ �''' � w m za a ¢¢ , �n J m a¢ o I'' a s w � ,nX z > w w w o � � m p F a U� _ �~ m a 5 � m vlOi � nm. m a �w �o N w� � �c�i � a. �w a x� .. .-. w Q wz � Nm Z K. o 0 0 J '� 2 N ¢ tY m �d c¢iIn o ain ova o ro a 'PI) � n. O w m \ ¢ m U M v M M e d` \ M �' � d U tp M O C9 v W VI li (n W � W In C � M M N N N w � a iv o 00000 0 0000 0 0 0 0 f0 is w aa- Wm t- a aoM J U J W Z a LO N a `r w c� ZI J ¢ Li in O U = O = N w rn W Z ®6 J N Z O 0 N DU of �, Z Z a U Z N W a in 4 M N J in w al G V)N a Z J G- Z Ll � as N Cy cc LL A OU c� w K M Z u- Q<z .. .- N Page 2 of 2 AP VED BY CITY ENGINES$:. DATE: « 3" Oil 4" WATER METER 45 N . INSTALLATION CITY OF AUBURN WA. - DE T. OF PUBLIC WORKS STANDARD DETAIL: WATER-17a WATER MAIN PUBLIC PRIVATE STRAIGHT COUPLING, � MUELLER #h1-15451 0 (PLUG END IF � PRIVATE SERVICE LINE I r IS NOT AVAILABLE) ( m U TO TAILPIECE TO 6 PLAN 5 R.O.W. LINE (18" SERVICE PIPE WITHOUT JOINTS BETWEEN MINIMUM BEYOND METER). CORPORATION STOP AND CURB VALVE AND WRAPPED WITH #10 INSULATED COPPER TRACER WIRE. ATTACH BARE TRACER WERE TO PROPERTY OWNER TO CORP STOP AND WRAP IT AROUND THE POLY INSTALL AND MAINTAIN PIPE AS SHOWN TO METER SETTER. ATTACH VALVE AT POINT OF THE BARE WIRE TO CORP STOP AND METER CONNECTION SETTER WITH HIGH TORQUE SMOOTH STAINLESS STEEL HOSE CLAMPS. A MINIMUM OF 8" BARE PUBLIC PRIVATE WIRE SHALL PROTRUDE PAST CLAMP AT THE � METER SETTER. IO CURB, GUTTER g AND SIDEWAK I;��1,5�,zLMAX.- T_,1 - Lm-------11' 6" OF 5/8" 3 ITAILPIECE CSTC 7 TO R.O.W. LINE (18" MINIMUM BEYOND THREADED BRASS METER). NIPPLE LENGTH AS WATER REQUIRED. STRAIGHT COUPLING, MAIN MUELLER #H-15451 6 INSTALL CAST IRON VALVE BOX (PLUG END IF (8" LONG, TOP SECTION AND PRIVATE SERVICE LINE COVER) WITH 4" DIA. PVC IS NOT AVAILABLE) EXTENSION. NOTCHED AT BOTTOM TO FIT OVER COUPLING. PROPERTY OWNER TO INSTALL AND MAINTAIN ELEVATION VALVE AT POINT OF CONNECTION NOTE: SEE STANDARD DETAIL WATER-16 (WATER SERVICE LOCATION AND MATERIAL SCHEDULE) FOR MATERIAL SCHEDULE AND METER LOCATION. APPROVED BY CITY ENGINEER: DATE: � =moF WlSHWGTON 1-1/2" & 2" WATER METER INSTALLATION CITY OF AUBURN WA. — DEPT. OF PUBLIC WORKS STANDARD DETAIL: WATER-14 I.,c DMwu cEFnAc0.',*Q1110%i THESE DRAWINGS CONFORM TO THE CONTRALTO I CONSTRUCTION RECORDS. BY ATE TITLE/POSITIONra"t " CONFIRMED BY CITY ATE PROJECT REF: FAC10-0011 H'-2-0k. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISIQN REQUIREMENTS. APPROVED BY: ._�-�YY� S-- ---- DATE APPROVED: W.B. WELLS 8s Associates, Inc. ENGINEERS -SURVEYORS -PLANNERS 4230 NE FREMONT STREET PORTLAND, OREGON 57213 PHONE:(503) 284-5898 FAX:(503) 284-8530 e-mail address: info@wbwells.com &B HOSPITALITY 9322 S 218th PL REVISIONS: ESIGNED BY: MAC FAWN BY: MAZ FI:ECKED BY: BSS W.E. WELLS 2005 'LOT DATE: OB NO: 10-067 +l M 2 Ln 0fe BEARING AREA +- SHALL BE UNDISRURBED I GROUND I I I I 8" CONCRETE THRUST BLOCK, SIZE IS DETERMINED BY SIZE: OF PIPE USED. I LI OTES: 1) BLOCK HEIGHT SHALL NOT BE GREATER THAN ONE HALF OF TOTAL DEPTH FROM GROUND SURFACE TO BLOCK BASE. 2) BLOCK SIZE BASED ON 225 PSI TEST PRESSURE. 3) WRAP FITTINGS WITH POLYETHYLENE PLASTIC BEFORE POURING CONCRETE THRUST BLOCK. BEARING AREA OF BLOCK IN SQUARE FEET FITTING SIZE ~INCHES) TEES & 2 2. 1 4. PIPE ENDS BEND BEND BEND BEND 1000 PSF SOIL BEARING STRENGTH _ 3 1.6 2.3 1.3 1.0 1.0 _ 4 2.8 4.0 2.2 1.1 1.0 _ 6 6.4 9.0 4.9 2.5 1.2 _ 8 11.3 16.0 8.7 4.5 2.3 _ 10 17.7 25.0 13.6 6.9 3.5 _ 12 25.4* 1 36.0* 19.5 10.0 5.0 _ 14 34.6* 49.0* 26.5* 13.6 7.0 16 45.2* 64.0* 34.6* 17.7 8.9 c 2500 PSF SOIL BEARING STRENGTH 3 1.0 1.0 1.0 1.0 1.0 _ 4 1.1 1.6 1.0 1.0 1.0 _ 6 2.6 3.6 2.0 1.0 1.0 _ 8 4.5 6.4 3.5 1.8 1.0 _ 10 7.1 10.0 5.4 2.8 1.4 12 10.1 14.4 7.8 4.0 2.0 14 13.8 19.6 10.6 1 5.4 1 2.8 _ 16 18.1 25.6* 13.8 1 7.1 3.6 _ * MAXIMUM BEARING AREA ALLOWED IS 25 SQ. FT., BEARING AREA MAY BE REDUCED BY USING RODS, RESTRAINED JOINT PIPE OR CONDUCTING SOILS TEST TO CONFIRM HIGHER SOIL BEARING VIED BY CITY ENGINE DATE: WATER MAIN BLOCKING �7 O WASHING70N CITY OF' AUBURN WA. - E OF PUBLIC WORKS STANDARD DETAIL: WATER-01 WATER SERVICE MATERIAL SCHEDULE 1� THE CITY OF AUBURN ALLOWS 1-1/2" TO 2" POLYETHYLENE SDR-9 (IN COPPER TUBE SIZES) WITH STAINLESS STEEL LINERS IN ALL COUPLINGS AND WRAPPED WITH A #10 INSULATED COPPER TRACER WIRE. FOR 1" COPPER, IT SHALL BE COPPER K TUBING WITHOUT TRACER WIRE FOR WATER SERVICE AND TAILPIECE CONNECTION, IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9-30.6(3). ALL CONNECTIONS TO POLYETHYLENE OR COPPER TUBING SHALL BE WITH MUELLER 110 COMPRESSION CONNECTIONS. TAILPIECE SHALL EXTEND TO R.O.W. LINE (18" MINIMUM BEYOND METER). O2 SADDLES FOR 1-1/2" OR 2" PIPE TAPS SHALL BE EPDXY COATED DUCTILE IRON WITH DOUBLE STAINLESS STEEL STRAPS AND NEOPRENE GASKETS. SADDLES SHALL HAVE I.P.S. FEMALE THREADS. METER LOCATIONS: 1) WHERE LANDSCAPE STRIPS ARE PLANNED OR EXIST, THE METER AND METER BOX WILL BE PLACED BETWEEN THE BACK OF THE CURB AND THE SIDEWALK, ADJACENT TO THE SIDEWALK IF ROOM PERMITS; 2) WHERE THE SIDEWALK IS LOCATED ADJACENT 1-0 THE BACK OF THE CURB OR THE LANDSCAPE STRIP IS TOO NARROW TO ACCOMMODATE THE METER BOX, THE METER AND METER BOX WILL BE PLACED ADJACENT TD AND AT THE BACK OF SIDEWALK; 3) METERS AND METER BOXES SHALL NOT BE PLACED IN THE STREET OR SIDEWALK OR IN LOCATIONS WHICH ARE SUBJECTED TO VEHICULAR TRAFFIC, INCLUDING DRIVEWAYS, ETC., UNLESS A TRAFFIC BEARING METER BOX COVER IS PROVIDED AS SPECIFIED. 4) LOCATE CURB VALVE IN THE METER BOX WHERE POSSIBLE AND 1 FT. OUTSIDE IF ROOM INSIDE METER BOX IS NOT AVAILABLE. 5) OFF STREET METER LOCATION SHALL BE APPROVED BY THE CITY. METER SIZE ana MUELLER CATALOG NO. PART and OR APPROVED EQUAL 3/4" 1" 1-1/2" 2" SCHEDULE NO. 0 METER YOKE B-243/4"* B-2404-2* 8-2422-2* B-2422-2* ® METER STOP B-24265 B-24265 B-24286 B-24286 O5 METER CHECK H-14244 H-14244 H-14244 With METER FLANGE H-14244 With METER FLANGE © CURB VALVE B-20200 B-20200 B-20200 B-20200 70 CORP. STOP H-15008 H-15008 H-9969** H-9969** RAVEN RMB-13"x24"x12" OR RAVEN RMB-17"00"x12" OR MID -STATES PLASTICS MID -STATES PLASTICS MSBCF-1324-12 WITH CARSON MSBCF-1730-12 WITH CARSON ® METER BOX LOCKING READER COVER; LOCKING READER COVER; MSP DUCTILE IRON READER OR MSP DUCTILE IRON READER OR SOLID COVER REQUIRED IN SOLID COVER REQUIRED IN VEHICULAR TRAFFIC AREAS. VEHICULAR TRAFFIC AREAS. ®ADAPTER H-15428 N/A N/A N/A COUPLING * B-2404-2 SHALL BE PROVIDED WITH H-14223 INLET AND H14227 OUTLET CUPLINGS. * B-2422-2 SHALL BE PROVIDED WITH H-15428 OUTLET COUPLINGS. ** H-9969 SHALL BE PROVIDED WITH H-15451 OUTLET COUPLINGS. APPROVED BY CITY ENGINEER: DATE: �OF -- WATER METER LOCATION AND t f ��WUZTRN MATERIAL SCHEDULE CITY OF AUBURN WA. - D PT. OF PUBLIC WORKS STANDARD DETAIL: WATER-16 Ct NN (41 01 rr w z O 0 c Z Q J aD x Lr_ w F- co Mo F- Y Lazo_jQ > a 00� z I 3 wo U �0°��z w W ¢W}a = 0 C-4 X 0z .-. L)O � O 0 F- 3 z P: ZM xQ-tea =0> W Z o_w w W z>= cnWt: W Q 3 x ao(nDU) =w �F- raimJo � �.� w z �Zc�Of� �-Z0 p 3U=z F-0 a w � 0 U Q0`r Umm3v Q(,i J Qo w ou-oz O m o a. J W ww F � C)O o OW a U f5 O O F- W Z w U) J LL. Lj f- YQ U 0>-O o3rwo Q V)Z <cn �O U) jr J J U L,) Z J 1- <Xw �+ F-- 1 Y m OLLI � aI- Z SW QW a Wz aU >Q L) 00 0CL W o NZ 5D U) oUow Wm >_af w0 a:�0 J Of (n ?�ao 00 U))a La O �j cL n 000 0 /� U � m F- F z w >- 0 Y Q J 0°W Q W Q U wmw M �Zm� L) Of Z 01w-- M 0 W a J - W z w 0- �=0 0W z W 00 0�F- W U 00==wz_ m O O00�w 3a - UwZ z WWI=O a \W W cV�U V) > w Qm a W uZ 5cn0 I 0 ►=Z-U, J FU--Lz L` O w� Z�� z �ww�W �z J U O H ,1� I �v=i 0 ui ;8CL ) a QF ��00 Wca) >� IF O o m, X Q } O W L� bbSS W J W z 3 �0 O~ m 0_ 0G amp Z U F-OfF -w w� w P o o = I cn� Dcn0- ® wQ��w ~a cn U w w F- > Li- m W c~Wia~ < < zWw¢ o �0.000 Co 1 ¢3q Um zzz0 w_ Q~ zly �c~i I '1 o0m jr 3�N� mEn o=F-W o o_oowo -�� l:• I �L4 zJl� _jZ Q~0O 0_ F-L- QZ (• C)"< 3�0w zOwwwQ TO W F- N •� 1 oM<0 o >v~i�� zo C) of0z Yxwo 0 ' `I ipU�� WO pWotL H MOL`-0 0_Q - :a x¢ Ow m �ui 0 c� �`'0 jS_wF- Oo taa_mL�L_cwn U� zMOf �V) 3Z O- OW 0 0 (nWZQO �h ��JJ U3 Umcn z �tm5UU Qcn N M d L0 APPROVED BY CITY ENGINEER: DATE- ��O 1 b� Jb COMMERCIAL/INDUSTRIAL DRIVEWAY �` wnsHwcrol+ CITY OF AUBURN WA. - EP . OF PUBLIC WORKS STANDARD DETAIL: TRAFFIC-09 01 z 0 D P o C) D m. r D� § r� ;;I -A O Y M `� a� �Qm V)p w Lj _ cn Llo L)o orIoo E �' o +� z F- O �I iv m Q LLJ > > O U 0 U 0- > z O 42 F0 X Of O 0 QMcr p W LLJ Z LL1 > Q � 10 Mloo OW Q U o p o Q Q zZ _I00 1` 100 Poll - - �- Ico rqI10 a co Q �IcD -Id- L0100 h Cn J - O U -100 r71d- •-1N `- _100 oD AP BY CITY ENGINEER DATE: �TTa!R C.I. 18" VALVE BOX TOP AND aW"H7NGTON VALVE BOX COVER CITY OF AUBURN WA. - DEPT. OF PUBLIC WORKS STANDARD DETAIL: WATER-18a 2't MIN. 5 1 /4" M. V.O. o HYDRANT M O -a m -- --�- SEE NOTE 3 °D 2"-4" PER C MANUFACTURER'S m ? SPECIFICATIONS L I I .. .. _ 4'x4'x6" THICK-/ 3' MIN. IF NO SIDEWALK, -I~� CONC. SLAB 7' FOR 5' SIDEWALK, & CENTERED ON 6.25' FOR 7' SIDEWALK HYDRANT IF IT m IS SET BEHIND M1 3 10 MIL. PLASTIC THE SIDEWALK al SHEETING OVER OR ELSEWHERE GRAVEL MECHANICAL (AWWA C 600-77) 1 JOINTS SEE 000 oo0-600oo° . NOTE NO. 4. 12"x12"x4" 0 o i 0°00 0C, 00 �• . >• CONC. BLOCK 0Q0 ' 00 00 1 1 /2" 0 °0 ° - WASHED 00 �< 00000 i. TYPE 2BB RPM REFLECTOR TRAFFIC CURB FINISH PAVEMENT AM GUTTER - CAST IRON VALVE BOX 6" RESILIENT WEDGE GATE VALVE FLANGED CONCRETE JOINT THRUST BLOCK GRAVEL Q °0000000 2-3/4" STEEL i-6" DIP, 8" IF DISTANCE SHACKLE RODS BETWEEN HYDRANT AND SEE NOTE 4 WATER MAIN IS GREATER �Dl TEE NOTES: THAN 50' 1) HYDRANT SHALL BE LOCATED WITHIN THE R.O.W. BUT NOT IN THE SIDEWALK UNLESS APPROVAL IS GRANTED BY THE CITY. 2) WHERE NO CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER LINE) AS INDICATED ON THE DRAWINGS. 3) INSIDE CITY LIMITS & AREA WITHIN FIRE DISTRICT No. 44, HYDRANTS SHALL HAVE 2-2 1/2" NATIONAL STANDARD THREAD (NST) HOSE PORTS & 1-4 1/2" NST WITH 5" STORZ ADAPTER AND CAP. 4) MEGA -LUGS MAY BE USED IN PLACE OF SHACKLE RODS WITH PRIOR APPROVAL OF THE ENGINEER. 5) INSURE 5' MINIMUM CLEARANCE TO OBSTACLES FROM CENTERLINE OF HYDRANT. MANVING CEFMFICATM THESE DRAWINGS CONFORM TO 'THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION M ►" CONFIRMED BY CITY DATES l PROJECT REF: FAC10-0011 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISI N REQUIREMENTS. APPROVED BY: �Al-v " DATE APPROVED: Zj 2$ r � W.B. WELLS 8s Associates, Inc. ENGINEERS -SURVEYORS -PLANNERS 4230 NE FREMONT STREET PORTLAND, OREGON 97213 PHONE:(503) 284-5896 FAX:(503) 284-8530 e-mail address: info@wbwells.com 38127 SIGNATURE DATE: sazz s ziw rr. I err, TA SIMI 0