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HomeMy WebLinkAbout00D1604CALL BEFORE YOU DIG: o 1-800-424-5555 T-100' I k� LEGAL DESCRIPTION I NEW LOT A (PARCEL#158060-0029) NEW LOT E (PARCEL#158060-0032) THAT PORTION OF LOT 1 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PLAT THAT PORTION OF LOTS 1 AND 2 IN BLOCK 2 OF CHRISTOPHER DEN TRACTS, AS RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, DESCRIBED PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORD OF KING COUNTY, AS FOLLOWS: DESCRIBED AS FOLLOWS: ' COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 1; BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1, SAME POINT BEING ON A CURVE - THENCE SOUTH 8T 42' 24" EAST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE CONCAVE TO THE WEST, ON THE EASTERLY RIGHT-OF-WAY LINE OF WEST VALLEY HIGH - OF 502.21 FEET; WAY (Si WHOSE RADIUS POINT BEARS N 84' 37' 45" WEST, 602.96 FEET DISTANT; THENCE SOUTH 09 14' 31" WEST, A DISTANCE OF 282.90 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF THENCE NORTH 87 42' 24" WEST, PARALLEL WITH THE NORTH LINE OF SAID LOT, A 10 14' 45", A DISTANCE OF 107.82 FEET; DISTANCE OF 136.37 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 85' 07' 30" EAST, CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY THENCE SOUTH OU 14' 31" WEST, A DISTANCE OF 302.60 FEET; LINE, A DISTANCE OF 15.00 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE THENCE SOUTH 55' 07' 05" WEST, A DISTANCE OF 42.00 FEET TO A POINT IN THE SOUTHWEST WHOSE RADIUS POINT BEARS SOUTH 85' 07' 31 WEST, 517.96 FEET DISTANT;, EASTERLY RIGHT-OF-WAY LINE OF WEST VALLEY HIGHWAY (SR-181); THENCE NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CEN- THENCE NORTH 34' 52' 55" WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DIS- TRAL ANGLE OF 16' 10' 44', A DISTANCE OF 174.50 FEET; TANCE OF 4.99 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST THENCE SOUTH 89' 45' 27" EAST, A DISTANCE OF 177.85 FEET; WHOSE RADIUS IS 1402.39 FEET; THENCE NORTH 00' 14' 33" EAST, A DISTANCE OF 414.50 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF OV 45' 30", THENCE SOUTH 89' 44' 56" EAST, A DISTANCE OF 247.06 FEET TO A POINT ON THE A DISTANCE OF 116.47 FEET; WESTERLY RIGHT-OF-WAY LINE OF Si THENCE NORTH 30' 07' 25" WEST, CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY THENCE SOUTH 00' 14' 33" WEST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DIS- LINE, A DISTANCE OF 270.32 FEET; TANCE OF 707.29 FEET TO A POINT IN THE SOUTH LINE OF SAID LOTS 1 AND 2; THENCE SOUTH 87' 42' 24" EAST, A DISTANCE OF 237.01 FEET TO THE TRUE POINT THENCE NORTH 8T 41' 00" WEST, ALONG SAID SOUTHERLY LINE, A DISTANCE OF 400.38 OF BEGINNING. FEET TO THE POINT OF BEGINNING. NEW LOT B (PARCEL#158060-0028) NEW LOT D (PARCEL#158060-0035) THAT PORTION OF LOTS 1 AND 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS THAT PORTION OF LOTS 1 AND 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 1; COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1, SAME POINT BEING ON A THENCE SOUTH 87' 42' 24" EAST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE CURVE CONCAVE TO THE WEST, ON THE EASTERLY RIGHT-OF-WAY LINE OF WEST VALLEY OF 502.21 FEET; HIGHWAY (Si WHOSE RADIUS POINT BEARS NORTH 1 37' 45' WEST, 602.96 THENCE SOUTH 09 14' 31" WEST, A DISTANCE OF 282.90 FEET TO THE TRUE POINT FEET DISTANT; OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF THENCE CONTINUING SOUTH 00 14' 31" WEST A DISTANCE OF 91.34 FEET; 10 14' 45" A DISTANCE OF 107.82 FEED THENCE SOUTH 8T 46' 52" EAST, A DISTANCE OF 538.86 FEET TO A POINT ON THE THENCE NORTH 85' 07' 30" EAST, CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY 1 WESTERLY RIGHT-OF-WAY LINE OF SR-167; LINE, A DISTANCE 0F 500 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE THENCE SOUTH 00' 14' 33" WEST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DIS- SOUTHWEST WHOSE RADIUS POINT BEARS SOUTH 85' 07' 30" WEST, 617.96 FEET DISTANT; TANCE OF 225.93 FEET; THENCE NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CEN- THENCE NORTH 89' 44' 56" WEST, A DISTANCE OF 650.33 FEET; TRAL ANGLE OF 16' 10' 44", A DISTANCE OF 174.50 FEET TO THE TRUE POINT OF THENCE SOUTH 56 07' 05" WEST, A DISTANCE OF 51.23 FEET TO A POINT ON THE BEGINNING; EASTERLY RIGHT-OF-WAY LINE OF WEST VALLEY HIGHWAY (Si THENCE CONTINUING NORTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE, A - THENCE NORTH 34' 52' 55" WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DIS- LONG SAID EASTERLY RIGHT-OF-WAY, THROUGH A CENTRAL ANGLE OF 13' 49' 41 ", A TANCE OF 30.00 FEET; DISTANCE OF 149.14 FEET; THENCE NORTH 55' 07' 05" EAST, A DISTANCE OF 42.00 FEET; THENCE NORTH 34' 52' 55" WEST, CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY, THENCE NORTH 00' 14' 31" EAST, A DISTANCE OF 302.65 FEET; A DISTANCE OF 199.87 FEET; THENCE SOUTH 87' 42' 24" EAST, A DISTANCE OF 136.37 FEET TO THE TRUE POINT THENCE SOUTH 55' 07' 05" WEST, CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY, OF BEGINNING. A DISTANCE OF 15.00 FEET; THENCE NORTH 34' 52' 55" WEST, CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 121.20 FEET; NEW LOT C (PARCEL#158060-0033) THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, NORTH 55' 07' 05" EAST, A DISTANCE OF 51.23 FEET; THAT PORTION OF LOTS 1 AND 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS THENCE SOUTH 89' 44' 51 EAST, A DISTANCE OF 403.27 FEET; PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, THENCE SOUTH 00' 14' 33" WEST, A DISTANCE OF 414.50 FEET; DESCRIBED AS FOLLOWS: THENCE NORTH 89' 45' 27" WEST, A DISTANCE OF 177.95 FEET TO THE TRUE POINT OF BEGINNING. COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 87* 42' 24' EAST, ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 502.21 FEET; N WEST PARK SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON ZONED M1 ------------- Xfh$TRE� N,W L:OFC BUILDING A 1 I LOT B I BUILDING B '! 1----------------- r 1� ._�__������1 .- ............... �_ _ J I r.-)1^T-� I If-->� n ZONED RS IIIJ 1nE r �- LdrD r- v BUILDING C ZONED RS - PROPOSED R THENCE SOUTH 00 14 31 WEST, A DISTANCE OF 24.25 FEET TO THE TRUE POINT OF TO SHEETS: BEGINNING, SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY FOR 37TH STREET INDEX _ NW, AND ON A CURVE CONCAVE TO THE SOUTH WHOSE RADIUS POINT BEARS SOUTH OTOO'02" WEST, 1864.97 FEET DISTANT; C1 OF 6 COVER SHEET THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11' 45", A DISTANCE FEET; THENCE SOUTH OB 11' 47" 7" WEST, A DISTANCE OF 15.00 FEET TO A POINT ON THE TH C2 OF 6 GRADING AND STORM DRAINAGE PLAN SOUTHERLY LINE OF A PARCEL OF LAND CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 718254 AND CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UN- DER RECORDING NO. 7402270280 FOR Si C3 OF 6 WATER AND SANITARY SEWER PLAN THENCE SOUTH 75' 42' 39" EAST, ALONG SAID SOUTHERLY UNE, A DISTANCE OF 551.10 FEET TO A ONOF WAY LINE OF SR-167: C4 OF 6 GRADING AND STORM DRAINAGE THENCE SOUTHN00' 14'H33" WESTWESTERLALONGTSAID WESTERLY RIGHT-OF-WAY LINE, A DIS- TANCE OF 200.27 FEET; THENCE NORTH 89' 46' 52" WEST, A DISTANCE OF 538.86 FEET; DETAILS AND SECTIONS THENCE NORTH 00' 14' 31 EAST, A DISTANCE OF 349.98 FEET TO THE TRUE POINT OF BEGINNING. C5 OF 6 SANITARY SEWER PROFILES C6 OF 6 HORIZONTAL CONTROL PLAN UTILITY CONFLICT NOTE: CAUTION+ THE CONTRACTOR SHALL BE RESPONSIBLE FOR WITH CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE T DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING SATE DE E REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190, WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 MP COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED REMOVED OR UPON SCO L STR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PROPOSED TYPE I CATCH BASIN ■ PROPOSED TYPE II CATCH BASIN PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN ❑ EXISTING TYPE II CATCH BASIN G EXISTING STORM LINE -------- PROPOSED SPOT ELEVATIONS / EXISTING CONTOURS - 10= PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT • PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE J EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN 1 T-) A r\T^ LOT E BUILDING D 1 I / ZONED M1 - e y w 7 TREET r. NW S 296tn Si. v) z SITE VICINITY MAP /y�� �M ENGINEER: ZONED M1 BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DANIEL K. BALMELLI, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 _JRVEYOR BARGHAUSEN CONSULTING ENGINEERS, MC. CONTACT: DENNIS SALTYS ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 - ARCHITECT: LDG ARCHITECTS CONTACT: ED LINARDIC ADDRESS: 1319 DEXTER AVENUE NORTH, #102 SEATTLE, WA 98134 PHONE: (206) 283-4764 ZONED M1 CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S ND: REQUIREMENTS AND SPECIFICATIONS. PROPOSED WATER GATE VALVE N 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PROPOSED TEE q� SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD ♦ DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. PROPOSED CONCRETE THRUST BLOCK 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES.._. PROPOSED 90 BEND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. PROPOSED 45' BEND 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL FIRE HYDRANT -A PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION EXISTING WATERMNN --. - - MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO EXISTING WATER VALVE pQ STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE EXISTING TEE P; AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON EXISTING FIRE HYDRANT Jc� THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW STANDARD PAVEMENT PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON HEAVY -USE PAVEMENT 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, PROPOSED CONCRETE CONTRACTORS AND THEIR SURETY SHALL BE UABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 2 z m Vn I 2 Q C0 a_ cc F- U Q O N w C0 IL OD O SITE ADDRESS: r =�RR M w WEST VALLEY HIGHWAY NORTH AND V SOUTH OF 37TH STREET N.W. = � ^ J BASIS OF BEARING m N > J H Q HELD THE SOUTH LINE OF THE Q NW 1/4, SEC. 1, BEING S8741'00"W PER RECORD OF SURVEY 8904219008 IL > BENCHMARK/DATUM 3 NGVD 29 VERTICAL -- � CITY OF AUBURN BENCH MARK 0 CO ; ARE CHISELED IN GUARD GUARD RAIL AT THE CORNER OF 37TH ST. N.W. BRIDGE OVER Si ELEV=74.98 ,. SURVEY NOTES o c 1. THE BASIS OF BEARING IS THE SOUTH LINE OF F LOT 1 BEING N5T41'OO*W c 2. THERE WAS A DIFFERENCE IN THE SURVEYS DONE x r x m o BY OTHER SIMVEYOR'S. THE SURVEY THAT WAS .- o DONE BY TKL SURVEYORS WAS THE SURVEY THAT REPRESENTS THE CORRECT LAYOUT OF ALL LOTS PER SEVERAL DIFFERENT SURVEYS. SO I CHOSE TO FOLLOW ALONG WITH TKL SURVEYORS ON THE CONTROL AFTER VERIFYING THE CORNERS BY OTHERS. o " < NOTE FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY SPEARS :Dz o z w C ENGINEERING AND TECHNICAL N N a INCORPORATE RECOMMENDATIONS OF THIS REPORT INTO THE PROJECT. w N a o N ro& S i C 00 N ? 7 CA (0 a0 w w A S-BU/L T N r a I 3 n Ln N N z "c U z T) w Record Drawing Certification 00 w 5; Y U V c f i D SURVEY PERFORMED These drawings conform tj4 -ate amen-reeer*' _` 3 AV MARCH 2O01 G `_ a ONE . BY Date / 56� W c !RECTOR � BNPVEYAVC+ SERVACE'S J - Title/Position - 2 c Q Confirmed by Clty: Dote = - m ,A ¢ V = � v PROJECT REF FAC0012-99 Y�YS�en GON 'c These plans are approved for conformance with the City of Auburn s Engineering Division requirements. O n v Approved By. A / i . q z O o Date Approved: U �', a r o "'ItJoA 11 10 0307 00 D h604- GRADING AND STORM DRAINAGE PLAN CALL BEFORE YOU DIG: --i� SECTION 1, TOWNSHIP 21 N, RANGE 4 E 1-800-424-5555 KING COUNTY, WASHINGTON MH -56.72 IE 24" ADS NW=46.17 iM=j,4.74 - T-T/ IE 24" ADS E=46.19 EX. SDMH 18 AOS M=46.59 \ IF 15" ADS SE, 46.20 D S 00 IM 4.51 _ o ._. IE 18 ADS 5=46.76 I � 0 zo ao 80 _ _ _ - k 24" °►i� - ilia_!"� i _ _ �I! _ ADS w 46.te ADS E 46 31 ..<_ •�� n, 24 IE 18' AOSW, 46.43 '- IE 16' ADS E-4� - �' is I s:EX24s IEXI2sl �l �l ��l ��1Iv s�Il ll 1 _1 - ,-����18 �� 6 _ EX. 18" SD _. I RIDG RIDGE - p$�_ ,Y wiIDS® �.--..-- _ _a _ _ _ __ SDR-35 O 12" PVC k ze �TLGHILINE O _l, N .-..- --- 't - Ut ._ BIOSzE o �`� SDf- 56.55e "- .. ..-._ ........... - tiPlE - RIM- 56. unlE _ LINE ... 07..._Ml `yh�` "-BOODQNMSPOUT ro°� •A S8 5 o w w - E O 1.Ox MIN.-- � 3 /E= 46.58 (l@' ADS NI TI R0� l0 1.0POUi b \ b/--- (TYPICAL ALL -�� z N1 IE- 46.58 115' PVC SJ r ) �,� t��� Ex. e" PVC \ \ 'N 2 OS 54.5 .0 °- 1 56.0 56.0 1 \, ( 4K X, 8" VERT. PERF. PVC \ ^ D �, 1 STAND PIPE �++ 63. 6"�.F IlOWNSPOU7 DS w ` - STAND IE=t68 `. \\•'x �8y ....36-3 7.__.-cmpw� Sg8 54.5 N� r a \\ \ - - (TYPICAL ALL) 74. DS .I SDCO DRPV - 35 ®IIIP-&b8% R-35 ®-1327 2. SDC'O �o x� SDR 3 15" PVC SDR-35 O .50 Ex. i O.72%C6f41 L29X 54.3 j �, 3.50% A IM- �J D e _ RIDGE LINE 2 \\ j ADS - _ - 1 DS DS 5 . Ew �4i \� ' ,,. � � � • 5 .7 7 .. _ agx. SD 53 O 5�-487 4) 56 0 ; 56.0 TIGH NSP UJ I 55.9 W DS 64:� 58.5 r' -68'LF 12" PVC OBF44 6' ROOFI�WNSPOUI ) uiR 57 4 �:57%54.3 2 ,n. R ( (TYPICI� car ucnoH KErraTEs �� RIDGE BUILDING 'C' ,r PVC 6 WE 57.7 DS ,\ FF=58.5 DS _ - - - - N - R DGE LINE / +" FU61, .lb! \ \ \%� - " : ---J- L DS - 6DR-35 • �I� SDR'-, 0 '\ 'T O1 EXISTING STORM PIPES ` ` - J ` 54.5 4' 56 5 a 58.5 _ LINE 0.53% AND MANHOLE TO BE �� DS 6" ROOF DOWNSPOUT 4/ 54.3 a 58.5 / .-�3 3 REMOVED `,`� �� '�� TIGHTLINE 0 1.0% MIN.-50'LF 12" PVC D 5 V SDR-35 0-94M i ASPHALT PAVING PAVING PER ``A 15 ", (TYPICAL ALL) % ���, �,tr,= i DETAIL SHEET C6. _ vy"- O I OCAST -IN -PLACE CURB �./ 56 \ n'V .D 57.2 1�h PER DETAIL SHEET C6. � \\ ` SDCO DS - _ RIDGE LINE 1 DS 4 I: or -i •$ D 558 c 54:5 DSy,. 3 -L, \ v` t I \ I N `_ \ \\ 4 LF 12". C ' ROOF D�SPOUT - (1 EX. 8" PVC V D -35 0.527 `,OR ,}5 ® SDCO TINE 011.0% MIN. �DS W=53.3 1' IE=49.15 WALL DATA _ - T • 54.3 0.44% 54.3 (TYPICAL ALI,I) (G 1 .,!a OTW=52.6 TTW=70.0 TW=64.0 - 8 7.7 DS 56.0 56A /4RA BW=4Z5 BW=48.6 O BW=56.0 BW=57.8 57 7, I J-W 112" Ift DS DS I SDR-35 O D.bd7C O.D)% OTW=52.9 ©TW=53.5 10 TW=70.0 ®TW=62.0 \ SDCO - BW=47.1 BW=49 B BW=56.7 BW=56.8 \ _ _ __ _ 54.5..,. -- _ 56 0 S 54.5 I N mI EX SDMH TW=53.0 � TW=57.0 71 TW=69.0 0 TW-61.0 �, " s S _ _ _ RIM-53 40 - Qq , \ - IE-49 90 8' PVC, S. BW=47.7 BW=50.0 BW=57.8 BW=57.4 / k s.n� \ " w _ _ - . _ _ -. "„ 8 1& 49,80_. 6" PVC, S ®TW=53.4 TW=57.8 1W'=66.0 TW=60.5 \ \� `l 47.zz z 'S7 DS o 1 IE=5,1,J0 OVERFLOW BW=48.0 ® BW=56.8 BW=56.7 16 BW=59.5 ` \ =� 6" ROOF -DOWNSPOUT �58.5 it = 58.5 \ IE-44.78 BOT. STRUCTURE) 0 \ - 578 TIGKTL'INE 0 1.0% MIN \ \O c6-(TYPICAL ALL) DS _RIDGE LINE DS ✓URJY%\\D7 1 1 ( GE (' CATCH BARN DATA; \�\ \ ,, FF-58.5; I J I 4 V DS P 1 " vc W STANDARD GRATE W SOLID LOCKING LID W STANDARD GRATE �� ,pf� t If IEx 50.06 RIM 55.9 RIM�.SB,dY56.47 RIM,5 54.55 �� 85 575 t V EX. 8" VERT. PERF. PVC IE -', 8. 48.73 (15' AV IE-SktO 50.09 (I2' N'd W)IE= S1a8O 51.53 02- W1, IE- 52.10 (6- E) \ \" \ \ 57 5 W �4 1 STAND PIPE IE=48.83(l2'S), I£-49.46 (6'W) /E-50.07 fl2' E) "-" - = I -- TYPE 1+��,,, DS - 2 - DS DS 6' ROOFppW_ry���pL�_� '9 W STANDARD GRATE W STANDARD GRATE W SOLID LOCKING LID \ \ ` \ \\� 57 56.0 E�0 1.0%`,MIN, ,� 31E RIM 5b755.86 RIM -5 354.68 RIM=54354.52 I (i" \ \ '` ',I '- 54.3 .. ! OYPICAL �° SROCKERY IE 5,1-90 49.56 (12' N) IE 5.M1<BO 51.43 (12' S) IE -& 4. 50.99 (12' El, 6 z t - .- ,..- E 49.64 (12' A IE-5O.44f6'W)IE- 52.08 (6' N) JE- 51.00 02' S), IE= 51.52 (6 Wl + -, _ \, 'a '�'/�- � 5i k • 564 W STANDARD GRATE W SOLID LOCKING LID W STANDARD G04 1RATE n{ -\ �� -- RIM=56-T55.95 RIM=54:S56.38 RIM j4354.54 ""+u^ / �. ' y - 57:7 57.0 54.5 �V6 IE=52dO 50.51 (12' N) IE S3B. 50.80 (12' S) IE=5Y,8O 51.29 02- N d SI DS C4 IE- 50.61(12' A lE- 51.31 (6' W) IE-5O.72 (12'W), l£=50.77 0 'NJ - - O..%' \ \ ' :; I, ,�' - -') -- --- --- OS --- ........_ TYPE 1 w W STANDARD GRATE W SOLID LOCKING LID W STANDARD GRATE . .�. 8.4 58.5 - 1 1pG RIM=56:956.23 RIM St654.O5 RIM-=--*-S 54.54 O4 57 4 i --, DS I^ IE -'J.40 51.89 (12' Nl IE=j2-t0 5/.30 fl2' Nl IE=5H56 51.62 02' NJ 'T*• r 6 4i IE- 52.19 (6' W) I 5 W STANDARD GRATE W STANDARD GRATE W SOUD LOCKING LID �'�✓' ze RIM ;5&T56.35 RIM=54�S 54.59 RIM--56rS56.14 ' - § 1 ,gP \• I I3312" PVC IE A83?47.67 (12' N dS)1E=5.1-8Q5/J9 (12' S) IE=53f. 51.28 112' E d W) \S n 1E=48.65 (6' £) IE-48.95(6' W) E. 51.74 (6' AV IE- 51.24 (12' NY i ` ' 1 \ \ ' ' is �sP i SDR-35 O W SOLID LOCKING LID W STANDARD GRATE 6" ROOF DOWNSPOUT �. W STANDARD GRATE OCTYPE 2-4A 48 1 �t�`- ' \ 78 TIGHTLINE 0 1,0% MIN. I RIM=.56r45&65 RIM=-5 : 55.66 RIM=-'*S54.5O - + ' \i ( ) 1E- 48.65 (/2'S) 1E=48:3U 48.61 U2' N) I '1 n st ` `,\ ` RIDGE TYPICAL ALL IE=4B403 46.07 (18' W) IE=53-.< 5/.60 (I2- 1 IE- 52.50 (16 EJ 4� /E= 49.55 f12' El, IE- 49.85 f6' Wl 1, 1 LINE : i IE-46.16 fl8- E), IE-46.34 fl5-S1 i.'1 x �1 8' ROOF DOWNSPOUT W STANDARD GRATE \ �' I - 6" ROOF DO TIGHTLINE O 1.0% MIN. W SOLID LOCKING LID W STANDARD GRATE L' j TIGHTLNE 0 .OR WI. (TYPICAL ALL) 0 a RIM,54 54.57 RIM36455.83 RIM,54:554.52 IE 54-.W 52.07 (I2' W) IE=59,BO5O.57 02' S,E,W)IE=51.80�� (TYPICAL ALL) 'i [ lE- 52.47 (6' E) IE- 50.53 (IS' Nl ^* 'a, t tr.. x'1 54 qr ( ) W SOLID LOCKING LID \ `, , ' ' 4 1` DS SDCO DS SLID DS RIM=56r4 57.44 j IE=5B:60 49.64 (I2' SE) I sI° n. g t 54.3 f'j§`1p7 4. IE 49.54 (12' N1 � - IE- 54J9 (6' NW) �qq,,..+„„+.. ' �OO�NG DRHIN I., 58.5 x x III 3 57.7- S 6� PERFORATED S D °- I II XWPE, ER - 'i• .0 55.0 (tif T $1Wr 4,0 57,5 57.7 1 1�� ro.5 I ` F n cz 4vd-io t II ( 1I 5 .6 56.0 COW 0.4� 565 1 57.4 �I r �I 56.6 _ 56 . 7 15 7C ' '' _ - 54.4/ - _ v L O FF • Idook Z oc Ib' THIS SDRIVEWAYOA IS FOR EXIT ONLY I / DEVELOPER L NOT ALLOWED UNTIL AGREEMENT I DEVELOPER EXECUTES AGREEMENT _ WITH ADJACENT PROPERTY OWNER 0 307 Z J 0 Z V U U �~aaa O 30 0 0 W mmm Y Y Y v Z > U $o an T o o �0 PM N Z. z ..s.. W >- 00 O > W m N CO j > In LL 6 c p ry II o \ r o N Z z o N N 16 o^ av P � Y o 2 N U 6 O ac' R g Z V) 0 K gN W Q N Li ro N N g O o o C) N Q7 Z o_ �Z 00 M LO 00 w w AS-BU/L T I c � 00 N N w > WUM Record Growing Certification LD SURVEY PERFORMED "err------ These drawings conf o - dV MARCH 2 _` �/ `_ L DA'/ • n By Dote 3 / Title/Position DIRECTOR OF SURVEYOV6 SERVICES J i Confirmed by City: Dote _ ti �J� z PROJECT REF. FAC0012-99 8 A Coo L These plans are approved for conformance with the City of q. Auburn s Engineering Division requirements. m QD 'o roved ApP By: E E i Q a o Dote Approved: 7 0 ^ cV ' ` o_ V at 00DII CALL BEFORE YOU DIG: - 1-800-424-5555 row 0 20 40 80��'-- I` i _ _.. H. EX. EH.\ \ T EX. SWALE \\ AX\ D.I. Y'Wlri° SPECIAL NOTED 1) A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. FIRELINES FROM THE WATERMAIN VALVE TO THE BUILDING SHALL BE INSTALLED BY A 'U' CERTIFIED CONTRACTOR. 2) MAINTAIN A MINIMUM DEPTH OF 42" OVER TOP OF ALL PROPOSED WATER MAINS. 3) AT THE LOCATIONS WHERE THE WATERMAIN AND FIRE HYDRANT LINES PASS UNDER THE PROPOSED ROCKERY A CONCRETE PAD SHALL BE CONSTRUCTED. FIRE HYDRANT AND FDC DETAIL SCALE. 1"=20' '-' PF" IOON 30F 10 EX. POLE 1-6" GATE VALVE (FLxW) 29 LF 6" D.I. W, EXTENSION 1—F.H. ASSEMBLY PER C.0`A. CONCRETE THRUST BLOCKING CONTRACTOR TO FIELD LOCATI VERIFY VERTICAL AND HORIZO LOCATION OF EXISTING WATER EX. POW POLE INSTALL -12 x 1-12" GATE VALVE T(FLz CONCRETE THRUST BLOC CONTRACTOR TO FIELD L VERIFY VERTICAL AND N( LOCATION OF EXISTING Y EX. T POLE EX. 17 WATER AND SANITARY SEWER PLAN 31 EX. MAIL BOXES \I 15' EA'. 1-6° GATE VALVE (FLxMJ) 24 LF 6" D.I. W. EXTENSION 1-F.H. ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING CONTRACTOR TO FIELD LOCATE AN( VERIFY VERTICAL AND HORIZONTAIL' LOCATION OF EXISTING WATER AWN EX. POWER — POLE m wn !E EX. -12" D.11 W SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON ____ _— J-_.. 1-12 z6 TAPPING TEE MJxFL -- — - .—_ 11. 12.Cur-INTEE MJxFL. 1-6" GATE VALVE (FLxMJ) 1-12" GATE-1�ALVE-(F'GtAIJ)-- 18 LF 6' D.I. W. EXTENSION CONCRETE THRUST BLOCKING -1=FF ASSETABC'TPER�;.O:7C- _ CONT� OR TO FIELD LOCATE AIO CONCRETE THRUST BLOCKING VERIFY VERTICAL AND MORflOMAt CONTRACTOR TO FIELD LOCATE AND LOCATION OF EXISTING WATER MYWI. VERIFY VERTICAL. AND HORIZONTAL LOCATION OF EXISTING WATER MAIN. I INSTALL: .......471 1-12 x15 ILL IMI 1-6" CATE VALVE (FUMJ) 23 LF 6' D.I. W. EXTE - 1-F.H. ASSEMBLY PER C. .__........_ CONCRETE THRUST BLOCKOf -_. N BUILDING 'C' f FF=58.5 5' WIDE WALL, DEDUCT METER CRY 1-12 zli TEE MJzFL .......... (1-1/2' PER C.O.A. STD. DTL. WAM-1) AD 4 1-8" GATE VALVE (FLxMJ) BACKIFLOW PREVENTOR BY CONCRETE THRUST BLOCKING CONTRACTOR 10 LF 12'D.I.W __ ....__. ALL: 1-12 z6 TEE MJzFL " 1-6" GATE VALVE (FLxMJ) 52 LF 1 47 LF 6' D.I. W. EXTENSION 2" WATER METER BY CITY I 1-F.H. ASSEMBLY PER C.OA. PER C.O.A. STD DTL. WASM-2) 3-BOLLARDS PER C.OA ESTIC.. WATER -SERVICE CONCRETE THRUST BLOCKMiC SEE DETNL THIS SHEET '� ' / ......... INSTALL: j 1-12 x8 x f •, 1-8' GATE VALVE (FLxMJ) -CONCRETE THRUST BLOCKING RIM 3.50 \� IE=53.50 .55 36 LF B" FIR�NE 0 =54. 1-12-0- TEE kALL FL 1-12" GATE VALVE (FL&I 1-12" ADAPTER VAALLVE (FFLLXMJ) 123 LF 12" • W 23 LF 6" D.I. W. EXTENSION 1-F.H. ASSEMBLY PER C.O.A. - 94.61 LF 51.32 LF CONCRETE THRUST BLOCICMIC S RIM- 5 � .97 SSC I SSMH 307-44 IM- 58.17 RIM=57:4V 57.64 INSTALL: Imo- IE=5220 (6" IN) 49.04 1`6" N) 1-12' 90' BEND MJ IE 52-tf7 B" OUT)48.92 (8" S) CONCRETE THRUST OCKMIC 48.96 (6' E) \" p INSTALL: 0 1-,2 11.25' BEND MJ I� CONCRETE THRUST BLOCKING BUILDING 'D' 1 38 LF 12" D.I. W FF=58.5 i I N I I YA I N" lM81 PR01°L� � N I SA S EM I 3 IE=54. I SSMH 307-42 I RIM=56:Jff56.6/ 1 7-43 1 IE 9420 8" IN) (M .2 EX. H_ I IE=II4c44 �8" OUT) 44 (8! ,T IE=Ak9d" 8" IN ((8" 4 7 (N) 6 OWE IE= 0 OLE I 46.55 °p c I SS W) J O .OR MIN. TE =�4yy5�.0.1k2" ; 15 4� re AJCH '_ fT SEWER 2 LF 12" D.I. W71-1-4*44 UT _— EX. LOWOFF O0.34 15' WIDE WATER EX. GATE 9 EX. e" ss�� — EX. VALVES IE=44 17 CONTRACTOR SHALL FIELD VERIFY HORIZONTAL EX, SSMH 407-31 \EX. E.O.P. - AND VERTICAL LOCATION OF EX. 8" SS STUB \ RIM=53.22 AND NOTIFY ENGINEER OF ANY DISCREPANCIES IE=44.02E=44.00 (8" N.) EX. W 8" W.,S.) TO EXISTING f GATE VALVE WITH NEW �X7E61.00 SSMH 407-32 12' WATER MAIN. 71.10 CONTRACTOR TO FIELD LOCATE AND NN 0.75 (8" N.) VERIFY VERTICAL AND HORIZONTAL \ 8" E.) LOCATION OF EXISTING WATER MAIN. \PROPOSED 71 IN WATERMA TO THE EXISTING 12" WATERMAIN CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN. -36 LF 12" D.I. W. 15' WIDE WATER EASEMENT 1-1/2" DEDUCT METER BY CITY (PER C.O.A. STD. DTL WADM-1) W BACKFLOW PREVENTOR BY C NTRACTOR 2" WATER METER BY CITY (PER C.O.A. STD DTL. WASM-2) W/ 2" DOMESTIC WATER SERVICE 15' WIDE WATER EASEMENT INSTALL: 1-12" 99 BEND (MJ) CONCRETE THRUST BLOCKINI 1-6- GATE VALVE (FLxMJ) 15 LF 6" D.I. W. EXTENSION I'-F.H. ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING 0307 Q J O m W m p � c U U U 0- ~a a a Z F- 000 tK L a W 0mYa 0 o a Z �S om c O N W cc a) Z Z O Q Q 0) OC) IL 7 W (� J 2 Ir . > W m N Q Q W > �j ',..xp•. a � ,. L0 O 03 o ai a C p U N II r z O i r x N ^ rn N P y o i O 0 U Q O X c H 0 N H z j o O z w In N a � H z Q z w o w N !S 8 Q O N 00 Z R _ Z6�i cNo� ww.: Yo w S-BU/L Z= N 3 v) v1 AT ^ N WFz - Record Drawing Certification 0 F LD SURVEY PERFORMED 3 These drawings conform conform to Mrx'e"'- .09-t;ee-feeerds- 9 _` o IN MARCH 2O01. `_ 0 ONt S By 7 Dote '� ye', Title/Position SERVICES Q V o Confirmed by Clty: Dote = `' m U z ze�. w PROJECT REF. FAC0012-99 `n11.T/mo •+y `�b�j NSJ� w V CO These plans are approved for conformance with the City of Auburn s Engineering Division requirements. y WI � ) 'Jbo a Approved Etc �/�✓+�-� -5 � z 0 m o Date approved.: �L �ma o ^ m co U 00 D rda4 . v ...:as„aR �a fw •... CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 3. ALL DISTURBED AREA AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH EROSION CONTROL NOTES. 4. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER CUT/FILL OPERATIONS COMPLETED. 5. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMETATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES TO BE REMOVED ONLY UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. 6. INSTALL STORM SYSTEM, EXCLUDING PORTIONS ALONG EXISTING T.E.S.C. PONDS ON EAST PROPERTY LINE, PER APPROVED PLANS. 7. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 8. INSTALL SEWER SYSTEM PER APPROVED PLANS. 9. INSTALL WATER SYSTEM, EXCLUDING PORTIONS ALONG EXISTING T.E.S.C. PONDS ON EAST PROPERTY LINE, PER APPROVED PLANS. 10. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 11. REMOVE PORTIONS OF TEMPORARY EROSION CONTROL MEASURES TO FINALIZE THE INSTALLATION OF NEW UTILITIES. 12. INSTALL REMAINDER OF STORM SYSTEM ALONG EAST PROPERTY LINE, 11 INSTALL REMAINDER OF WATER SYSTEM ALONG EAST PROPERTY LINE. 14. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 15. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. 16. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 17. STABILIZE/HYDROSEED EXPOSED AREAS IN ACCORDANCE WITH THE LANDSCAPING PLANS. 18. CLEAN STORM DRAINAGE SYSTEM. EXCAVATE ALL ACCUMULATED SILT FROM DETENTION POND. 19. CLEAN SANITARY SEWER SYSTEM. 20. CLEAN WATER SYSTEM. 21. INSTALL LANDSCAPE AND UGHTING FIXTURE FOR THE SITE. 22. COMPLETE INSPECTION/ PUNCHLIST PROPOSEDB. i --- --- F.F.'EL r yye. Ilk 1" COMPACTED CLASS 'B' A.C. 1-1/2" ASPHALT EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE FF* (000, 4 oc 10 GRADING AND STORM DRAINAGE DETAILS" SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON 3" COMPACTED DEPTH — CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE I 9a d o �6, � 61 P, op °° o °O p On o8p oOoS °o r� n d • • M o o_ d o 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE! 3" ATB W/2" CLASS 'B' A.C. PMrEMENT) NOT TO SCALE H W Q o W ¢ Q Z w w K ¢ ¢ cc MM LL Q .......... ... ........... _. _. _. c�—i c�—i CL PROPOSED tiw a w o_ w o_ cr F- NC$ VALLEY WALK O �2.... 72 MMM m Q 3 Ci fig• Q S8 N PROPOSED B FF. EL LS 6.8 84... & 614PROPOSED V a ............ 6U........ .......':: . ._ ............... ...._... .. ..,......... ... ....._.... ..... ;......_ .... ....:. .. .:. ...... ........... .... PAVEMENT,... 6fl CURB .. LOPE V s I MES . _ W T _ � N ',.. ....... AIIW ... ROCIQ]C1' ......... ....—.:.. 1 .. .. '. .. ... .. ._.... _ 1, ......... ........... ... .. ... .. _. .. .. ... ..... : .. I cn W ...... ,._.............:._:.... ......_. ......_.. .......... ............. .......... TOP PAVING i �// CONCRETE SIDEWALK, WHERE SHOWN ON PLAN. Y CONCRETE CURB AND SIDEWALK Wr 10 SCALE EXISTNO 1 FF. EL - 7 i m POURED CONE. CURB WITH 1 1/2" RADIUS ON CORNERS °I LANDSCAPE OR SIDEWALK �2-#4 BAR CONT. SELECTED FILL � ASPHALT PAVING CAST -IN -PLACE CONCRETE CURB (ALONG EAST PARKING) NOT TO SCALE 0307 (j) D cr C0 W r Cr Q Q 0) 000 E Q W 0 M O) > W m v Q Q ,T^ MW ` , LL u u V 6 O N = U U Z j GO 5Kw v1 a� x o Z Q Z w N g z Q M N N -O o Z- M(D 000 �z AS-BU/LT<NN Z Record Drawing Certification Y 04 TheseAr�gs c, o to FIELD SfytVEY PE D °.ONr By Date ?1 / (,' �1 Title/Positia DRECTOR OF SURVEYNVG SERVICES J Z Confirmed by City: Dote 2 PROJECT REF. FAC0012-99 91i4rl00 b�,.....: CIA �G These plans ore approved for conformonae w*h the City d Auburn s Engineering Division mquimmonts. e/ OApproved By. Dote Approved: U D16� SANITARY SEWER PROFILES row Li Q SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON J� 14 co o J O � Y I'aaa W � Qell a a Y O Y O a d mmm Y O a �£ Q aU QU k 0 N N p .. 55MH 307-µ. 4� :.. .:RIM 57.40 '.. :. :. .. .:.: :.. - .: _.'..................................... r :. J .... ... :.:..: /ems _ 0 . ... IE 521tQ (6" IN) 49.04 W N, . ... IE=4Q: (6" OUT) 48.92 W • .. .. .. + ... .. - + .. .. BSIBL Y V .. 04 ... !E= 49.96 f6• EJ : is ... ::: :: .... .. ... .... .... .. .. ;: :: :.. ::. ::: : : .. ... LF :. .. .:.. MH 307 5i0. 77 _.: � ... ... _ .:.. ... .Rrw�'%�80. p'T' �EXA 5 . 07.. 1..... ... O 0>l8 'lE'-4402 �6 CO ;.: : : .: . IN) 46516:: .::" OUT) 46.55 (El .. .:: ::. - ... .: .. .: . IE.�44:AA' . 8 N) . + :.: .. �!kY0 fN' IE 44.00 �e" Ws).: .... W Z Z r OO .:: ' .:. ..:.... .i .. .. .:.... ... ::: :. :: ::: SSM 307-42. ... .. .. .. ... .. .. .. .. .. OD ......... .................... . RIM=56.305&6 .....IE=44:5S.�6^ 44.23 fWl _... .:...... ..... ._.._. .......:... .... :..:. _. a IE==9A:t 8" OUT) 44,20 fSJ (o SEWER PROFILE B SEWER PROFILE A J = SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL > W m j(0)�� CV SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL CO > .. _. .:::. :LO. .... .. .... .... +.. .. .. .. ....: ...... s2 M SEWER PROFILE C SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL -- 0 °u u < u N 0 x Y � m 0 y u�i O 30 V Q 5 � Vl 0 w J as Z x Q � z w w N w gz CC N N O N DO ¢ Z OC,z- M 00 w w AS—BU'L I N N ZE] w Record Drawing Certification aO w > Of 1Y .�.. V FIELD SURVEY PERFORMED These drawings confo tof MrxMr�eenstraetie-„-,�eerP,r RV MaRc 20 . 46., N O'v . By Dote Dy Sb� Title/Positio ACTOR OF SURVEYM SERVICES ay zConfirmed by CRy: DatewFAC0012-99 9�J�0o i'ROJECT REF "Y These plans are approved for conformance with the City of 4ubum s Engineering Division requirements. E O n c ,0 4pproved By: D-4,w,r O L `c Date Approved: 9h-g o N U ,A on . FF" IOOA 5 or 10 10 HORIZONTAL CONTROL PLAN 1wa40, 0 20 40 80 bY1 Ll rl,Id?r 1� PF� 10w% 6 OF ID SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON r- ^...hkwv m 0- p J U U U 0 IL ~a a a w � w J � a � m Y c 0 NN m Y o m Y m a d < U O y vlYM � O O m\\ p O O a N n S U U H 2 j 2 0 z ° O zg N J W x ¢ G N Z Q Z y�j o Q ) N 00 o z — N AS-BU/L T "` L= ^<�� �o N N w _ v � In Ui > E Record Drawing Certification00 w .Ny. F A4RVEY PERFORMED These drawings conform to ids, 0 . N MARCH zo �N By Date Mil' &e (� s ` o 1it/e/Position DIREOR OF ARWYM SLERVAMv ' Q� Confirmed by City: Date S ' '. _.. PROJECT REFFAC0012-99 fIlledc �% ab8 a0e U G� o These pions are approved for conformance with the City of i-mz Aubums Engineering Division requirements.Approved By. f p-as �m Dote Approved: �/s/°0 $ Q 307 00 D 1604 �, \ f o + + a \ a GOTONEASTER 10' min. THROUGH Ti.0 GOVER OUT \ KINNIKINNIGK- GROUNDGOVER \.. THROUGH OUT BED K KINNIKINNIGK /T MATCHLINE—SEE L-2 NOTE: See plant list / Spacing details for plant opanity calculation LANDSCAPE PLAN 0 15 30 60 Record Drawing Certification These drawings conform to the Contractors construction records. BJ' Dote Title/Position Confirmed by City: Dote KINNIKINNIGK GROUNDGOVER THROUGH OVT BED KINNNIKINNIGK 6ROUNDGOVER THROUGH OUT BED PROJECT REF FAC0012-99 This plan sheet conforms with the City of Auburn Planning Deportment minimum landscape requirements. Approved By-, 109� Date Approved.. )•04'00 m 0 0 N 0 0 o c m Y I Y I O U O V U m r J U Y O I O N Q U CL V) IL_ll_JI -� m D Q 0 op z <_D (nor xgF 6 �uU z d w � oC', � ay A w t` cqCq w" w c H� W N V1 Q 2� � U z �N 0-4 Q F ow Sheet p� L e 0 Q307 0001604 Prune diseased and broken branches o, Ib qqau steel wire tlnrbu R clear vinyl hose below first crotch Plantingq pit min. twice size of root boll 2x2 wooden stakes securely driven Into ground. Stain brown. Water basin with 2" mulch in i�l nglazed planting pit u at 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize pt j DECIDUOUS TREE PLANTING DETAIL No 5cole. one dlseased and ,ken branches I basin with mulch rernuze as repo Planting hole min. twice size of root ball SHRUB PLANTING DETAIL Lo LAWN / PLANTING BED DETAIL Prune diseased and broken branches Ib Qq=cwo steel wire thr&gcqclear vinyl hose (3) 2x2 wooden stakes spaced at equal Intervals b minSI I a : Water basi,n with 2" mulch topsoilnative soil, Hater thoroughly - i� i�i ii i i�liii Planting pit twice size of root hall EVERGREEN TREE PLANTING DETAIL Pla 2" i 1/2 dirt PERIMETER SHRUB SPACING DETAIL No Scale- Triangular Spacing Plants Planting bed with 2" mulch 'g Equal I - 1/2 spacing distance _ GROUND COVER SPACING DETAIL No Scale- Triangular Spacing I. 5ubgrades, including berms, to wfthln 1/I0th foot provided by General Contractor unless otherwise noted. 2. 5ubgrade shall be scarified or rototllled If conditions require. 3. 4" depth 3-way topsoll or equal In all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. b. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner and the City of Auburn. -7. All mass plantings shall have triangular spacing. 5. All tree pits shall be Inspected to insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. IL B" wide bark mowing strip where lawn Is adjacent to building. 12. Landscape Contractor shall maintain site until final Inspection and acceptance by Owner. PLANT LIST / Common Name Size KINNIKINNIGK GRO'UNDGOVER THROUGH OUT....I BED GOTONEA5TER GROUNDGOVER THROUGH OUT BED MATCHLINE-SEE L-1 GOTONEASTER jF10' mlr .1�---R to Irssi< of cur 10' mir to In 14 r I GOTONEA5TER GROUNDGOVER THROUGH OUT BED 10' min. "OF��Olj)/TEP_ A�, to Inside) of curb - - / ° o o o ' •n b _I + "+ 1 0 _ o 6 I NOTE: See plant list / Spacing details for plant quanity calculation �� 'Platanus accrifolia /London Plane Tree Mitigation " Gal. min. d �� on revs required + I Froxinus oxycarpa '"Hood' / Raywood Ash 1 1/2" Col. min. 545 Prunus cerasifera 'Newport' / Newport Flowering Plum 1 1/2" Gal. min. 5415 o Grotoegus loevigoto 'Paul's Scarlet' / Paul's Scarlet Hawthorn 1 1/2" Gal. min. 545 DGarpmus betulus 'Fastigiate' / Columnar Hornbeam 1 1/2" Gal. min. 596 O. Pyrus colleryono 'Capital' / Capital Pear 1 1/2" Gal. min. EI Thuja plicate 'Atrovirens' / Atrovirenz Cedar 611 min. BbB Pinus nigro / Austrian Pine b' ht. min. BdB Pseudotsugo menzeisil / Douglas Fir Vint. min. 545 • Juniperus chinerels 'Stricta' / Stricta Juniper r min. 0 Gornus stolonifero / Redtwig Dogwood 2 Gallon m 4' O.G. 0 Rhododendron 'Unique' ' 24" min. • 4' O.G. Q Mahonia oply folium / Oregon Grape 2 Gallon • 4' O.G. OEuonymus olota 'Gompacta' / Compact Burning Bush 2 Gallon ® 4' O.G. (D Viburnum tins ' Shasta'/ Louruatinus 2 Gallon O 4' O.G. Clstus purpureus / Purple Rockrose # 21" min. • 4' O.O. 0 Prunus laurooerasus 'Otto Luyken'/ Otto Luyken Laurel *:2 Gallon 21" min. Azalea 'Hlno Crimson' I Gallon Parthenocissus tricuspidata / Boston Ivy I Gallon • 20' O.G. Cotoneaster dammeri 4" Pots m 24" O.G. Arctostophylos uvo-ursl / Kinnikinnlck *4" pots ® 24" O.G. 5odded Lawn Note: Noted plant spacing prevails over numbers shown on plan Building SECTION A -A LANDSCAPE PLAN 0 15 30 60 G K_ Lot SECTION B-B I No Scale Record Drawing Certification These drawings conform to the Contractors construction records. Date TNe/Position Confirmed by Clty. Dote KINNIKINNIGK GROUNDGOVER THROUGH OUT BED 'NNIKINNIGK ROUNDCOVER TROUGH OUT ED Plane G. rd, root enter at of each e \Property Line PRDJECT REF FA00012-99 This plan sheet conforms with the City of Auburn Planning Deportment minimum landscape requirements. Wd By7LM Approved: 9•04•00 o H Z r.Z 0 .0 N }O F m o C 0 c U y O O I 0 O U "O L J 0 1 0 m U Y ULr) >Q tl� U r ^ V/ Q m Z Of m D Q IN �� YK z d � W a' m 0 41 Ry W N i; AW � t. NN W � WQ F W T/1 V1 Q U m ZV) O y _j J E �W Sheet L-2 ?F c oOA ( or 1,� 03,07 00 0 1404 Record Drowing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by City: Dote —SEE L- PROJECT REF FAC0012-99 l fiAu 7 These plans ore approved for conformance with the City of Auburn s Engineering Division requirements. Approved By - Date Approved. 9 IRRIGATION PLAN SCALE: 1 "=30'-0" 0 15' 30' 60' m 0 0 0 N m L O -o 0 0 c U i m YV I l f) � O O 0 Y "O (1 J CA O I "O O U Y to Q U (n Z 0 Lj J m Z D m D Q zo a W"Ir F0 $� JI Q�N 0 Z U N3� Of Yi zH �W o� .kO AW F ko N N W� WN Q F W o Q 2 Cc z �R 0 Z Q F ow Sheet L e 3 POI Select remove delo-Is shop c PVC, GI sevi size of Lateral CIO a.: ckail '�i rocks, � 11 iil Eliii md I bjects Mainline SLEEVING DETAIL o ScaA Pressure Reducing Valve, if reguired bate Valve Qulcw�GouolOrVuatve Master Valve, If requiredPar ter'bIV V PVG Mainline Check Valve Stub out from Oomestic Meter, or separate Irrigation meter POINT OF CONNECTION No Scale IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI r 0 a O 1W V U 0 RAINBIRD IHOO MPR 15' 5ERIE5 4" LAWN POP-UP, 6" S.C. Is, 1.85H 50 (D 15 13 RAINDIRD 1800 MPR 12' SERIES 4' LAM POP-UP, 6' S.C. 12, 1.30H 50 (D y� iD 0 RAINBIRD IHOO MPR 10' SERIES 4" LAI-IN POP-UP, 6" O.C. 10, 0.T9H 50 O 1N V II is RAINEI RD 1800 MPR D' SERIES 4' LAWN POP-UP, 6' 6.G. D' O.'f9H SC PAIN51RD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" O.C. 91XI8' 1.T5 50 0 RAINBIRD 1500 MPR SIDE STRIP 4" LAWN POP-UP, 6" 6.C. WX50' 1.21 50 0 RAINBIRD 1800 MPR END STRIP 4" LAWN POP-UP, 6" G.G. 4'XI5' 0.61 30 ZRAINBIRD FEB SERIES PLASTIC VALVES © E5P-12MC SERIES 12 STATION CONTROLLER FOR BUILDING 'C' RAIN51RD RC-256OAB SERIES 25 STATION CONTROLLER FOR BUILDING 'D' ® POINT OF CONNECTION: 1-1/2' IRRIGATION METER 2' FEBCO 505Y DOUBLE CHECK VALVE 5/4' QUICK COUPLER VALVE STATION 2T GPM 2-1/2" MAINLINE, PVC, 5GHEDULE 40 LATERAL LINE, PVC, CLASS 200 _ _ _ _ _ - 5LEEVIN6, PVC, CLASS 200 • CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'CAR50N' BOXES SET AT FINISHED 6RADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURERS SPECS. o PRESSURE TEST BEFORE BACKFILLIN6. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECE55ARY TO ASSURE PROPER GOVERA6E AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. Finished grade e Select backflll;`IIII remove rocks, debrls and sharp objects I I -'..' W_ PVC Glass 200 Lateral - PVC, Glass 200 Mainline �1 Valve Wires TRENCHING DETAIL No Scale Record Drawing Certification These drawings confomr to the Contractor's construction records. 8' Dote Title/Position Confirmed by Cltg Dote Finish grade/ Top of mulch Pop-up spray *%Inkler w/ plastic MPR nozzle 1/2-Inch male NPTx .490 Inch Barb Elbow 12" Nipple or Fumy Pipe PVC Schedule 40 Tee or Ell ch male NPT x .490 Inch EIbOH Lateral Pipe POP-UP SPRAY SPRINKLER No Scale PROJECT REF FAC0012-99 9he" M/ These plans are approved for conformance with the /City of Aubum s Engineering Division requirements. Approved By: Date Approved. Height above 9rode determhied In Held. Black pipe only. spray head grade pple )° Morlex Ells Schedule 40 Tee or Ell Sloss 200 Lateral Pipe DOUBLE SWNG JOINT No Scale IRRIGATION PLAN SCALE: i "=30'-O" 0 15' 30' 60' 0 0 0 .N m O c 'O O O C V 1 0 0 N a � o v o� Q L d u J m Z D �. M D Q G 6oW �W w= W � Qy ZV �35 zN UI W ON _ D ` h I Itw F W� W Q W o r�E/ V1 Q Go 0) 0 U 0 Q �j J o Sheet L /qp 0 PF 0 IOON to Of 10 0307 00016' 0 T' CALL BEFORE YOU DIG: 1-800-424-5555 SITE x i W � Q U K VICINITY MAP LEGEND: PROPOSED TYPE I CATCH BASIN PROPOSED TYPE II CATCH BASIN PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING STORM LINE PROPOSED SPOT ELEVATIONS EXISTING CONTOURS PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED WATER GATE VALVE PROPOSED TEE PROPOSED CONCRETE THRUST BLOCK PROPOSED 90' BEND PROPOSED 45' BEND FIRE HYDRANT EXISTING WATERMAIN EXISTING WATER VALVE EXISTING TEE EXISTING FIRE HYDRANT STANDARD PAVEMENT HEAVY -USE PAVEMENT PROPOSED CONCRETE UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE OF ALL EXISTING UTILITIES WHETHER SHOV O'. O ZONED C3 I ENGINEER: BARGHAUSEN CONSULTING ENGNEERS, INC. CONTACT: DANIEL K. BALMELU P.E. ADDRESS: 18215 721410 AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR- DBM CONSULTING ENGINEERS CONTACT: RON TORRENCE ADDRESS: 502 16TH STREET N.E., #312 AUBURN, WA 98002 PHONE: (253) 887-0924 ARCHITECT: LANCE, MUELLER, AND ASSDCIAM CONTACT: PAT KERR ADDRESS: 130 LAKESIDE SEATTLE, WA 98122 PHONE: (206) 325-2553 SITE ADDRESS: WEST VALLEY HIGHWAY NORTH AND SOUTH OF 37M STREET N.W. BASIS OF BEARING' HELD THE SOUTH LINE OF THE NW 1/4, SEC. 1, BEING SBT41'00'W PER RECORD OF SURVEY 8904219008 BENCHMARK/DATUM CITY OF AUBURN BENCH MARK /27-A; SQUARE CHISELED IN GUARD RAIL AT THE NW CORNER OF 37TH ST. N.W. BRIDGE OVER SR-167. ELEV-74.98 LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. ACTOR SHALL CONSULT BARGHAUSEN ALL PROBLEMS PRIOR TO PROCEEDING WITH WEST PARK SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON - ---------------------------- ZONED M1 1 ` i SPECIAL NOTE -- r J , .. 1. ALL LOT LINES SHOWN ARE SUBJECT TO ADJUSTMENT BASED ON THE FINAL SITE PLAN. THE DEVELOPER WARRANTS THAT NO BUILDINGS SHALL FALL UPON � ANY LOT LINES AND THAT ALL LOT LINES SHALL BE \X ADJUSTED TO MEET SAID CRITERIA PRIOR TO THE , ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ZONED RS \OF SURVEY NOTES: 1. THE BASIS OF BEARING IS THE SOUTH LOT 1 BEING N87*41'001V 2. THERE WAS A DIFFERENCE IN THE SURVEYS DONE BY OTHER SURVEYOR'S. THE SURVEY THAT WAS DONE BY TKL SURVEYORS WAS THE SURVEY THAT REPRESENTS THE CORRECT LAYOUT OF ALL LOTS PER SEVERAL DIFFERENT SURVEYS. SO I CHOSE TO FOLLOW ALONG WITH TKL SURVEYORS ON THE CONTROL AFTER VERIFYING THE CORNERS BY OTHERS. PARCEL NUMBERS: 158060-0028, 158060-0029, 158060-0032 158060-0033, 158060-0035, 158060-0040 LOT C BUILDING A lA �� LOTB z. ` 1C H : i .---- --.— PROPOSED iTrf?T'`l''l`ri�1-?-1 ✓hI.JT\/iDT1Lh GAfl RDEN 1 I \rl I_ I INDEX TO SHEETS: CI OF 11 COVER SHEET 02 OF 11 GRADING AND STORM DRAINAGE PLAN C3 OF 11 GRADING AND STORM DRAINAGE PLAN ZONED RS C4 OF 11 WATER AND SANITARY SEWER PLAN C5 OF 11 WATER AND SANITARY SEWER PLAN AND PROFILE C6 OF 1 GRADING AND STORM DRAINAGE DETAILS C7 OF 11 GRADING SECTIONS C8 OF 11 GRADING SECTIONS C9 OF 11 OVERALL HORIZONTAL CONTROL PLAN C10 OF 11 OVERALL HORIZONTAL CONTROL PLAN C11 OF 11 SITE PLAN R1 OF 6 ROADWAY IMPROVEMENT PLAN R2 OF 6 ROADWAY IMPROVEMENT PLAN R3 OF 6 ROADWAY IMPROVEMENT PLAN R4 OF 6 STREET LIGHTING PLAN R5 OF 6 ROADWAY SECTIONS R6 OF 6 ROADWAY SECTIONS T1 OF 1 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE TA DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND STATE DE S1 OF 2 SITE RETAINING WALL PLAN REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION REPLACING ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A S2 OF 2 DETAILS AND NOTES REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES APPRO RIATE REPLACEMENT L1 OF 4 LANDSCAPE PLAN PUBLIC LAND SURVEY OFFICE P..O 1 BWASHINGTON7STREETS.E. L2 OF 4 LANDSCAPE PLAN OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR L3 OF 4 IRRIGATION PLAN DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SUR'iEYOR, AT THE COST AND AT THE DIRECTION OF ME CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE L4 OF 4 IRRIGATION PLAN FORMS OF SAID MONUMENTATIO14 SHALL ALSO BE THE P F FOR F RESPONSIBILITY OF THE CONTRACTOR. F IDO GF k File: P:\SDSKPROJ\7010\ENGINEERING\7010-01.DWG Date/Time: 09/01/1999 09:26 Scale: 1=100 jason Xrefs: Z7010-S,0010-T,Z7010-B, LOT D BUILDING B EXISTING R ZONED M1 L LOT E 14- 11LJL� I'L�LLLL.I.J]1I 1 I / ZONED M1 CITY OF AUBURN GENERAL NOTES ZONED M1 ZONED M1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. ME CONTRACTOR IS RESPONSIBLE FOR DETERMl NNG 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 Cr THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPhJVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AN DMMGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. LEGAL DESCRIPTION: LOT A THAT PORTION OF LOT 1 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE EAST, ALONG THE NORTH LINE OF SAID LOT, 502.21 FEET; THENCE SOUTH, 282.90 FEET; THENCE WEST, PARALLEL WITH THE NORTH LINE OF SAID LOT, 136.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH, 314.77 FEET TO THE SOUTH LINE OF THE NORTH 597.67 FEET OF SAID LOT; THENCE WEST ALONG SAID ONE PARALLEL WITH THE NORTH LINE OF SAID LOT TO THE NORTHEASTERLY LINE OF ti SECONDARY STATE HIGHWAY NO. 1; THENCE NORTHWESTERLY ALONG SAID HIGHWAY LINE TO A POINT WHICH BEARS WEST FROM THE TRUE POINT OF BEGINNING; Q THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID LOT TO THE TRUE POINT OF BEGINNING. LOT B: a THAT PORTION OF LOTS 1 AND 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PUT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: yi BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE EAST, ALONG THE NORTH LINE OF SAID LOT, 502,21 FEET; ^� THENCE SOUTH, 282.90 FEET TO THE TRUE POINT OF BEGINNING; TWIIICE WEST, PARALLEL WITH THE NORTH LINE OF SAID LOT, 136.23 FEET; THENCE SOUTH 314.77 FEET TO THE SOUTH LINE OF THE NORTH 597.67 FEET OF SAID BLOCK 2; Pon THENCE EAST ALONG SAID LINE AND PARALLEL WITH THE NORTH LINE OF SAID BLOCK TO THE WEST LINE OF SR- _ 167; THENCE NORTH ALONG THE WEST LINE OF SR-167 TO THE SOUTH LINE OF THE NORTH 367.00 FEET OF SAID BLOCK 2; THENCE WEST ALONG SAID LINE AND PARALLEL WITH THE NORTH LINE OF SAID BLOCK TO A POINT WHICH BEARS SOUTH FROM THE TRUE POINT OF BEGINNING; THENCE NORTH TO THE TRUE POINT OF BEGINNING. LOT C: THAT PORTION OF LOTS 1 AND 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, LYING EASTERLY AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE EAST, ALONG THE NORTH LINE OF SAID LOT 502.21 FEET TO THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE SOUTH, 367.00 FEET TO THE SOUTH LINE OF THE NORTH 367.00 FEET OF SAID COCK 2; 7 W C0 C0 O 3 O N U) 1c _u T >-o Q a THENCE EASTERLY PARALLEL WITH THE NORTH LINE OF SAID BLOCK TO THE WESTERLY LINE OF SR-167 THE ,, <L TERMINUS OF SAID LINE; W = { I `= EXCEPT THAT PORTION CONDEMNED FOR STATE HIGHWAY IN KING COUN�� oovERIOR COURT CAUSE _I Z 10. 718254. _j } > W m N LOT D: J Q LOT 2, CITY OF AUBURN LOT LINE ADJUSTMENT N0. LLA0038-90, RECORDED UNDER RECORDING W Q NO. 9104100541, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: I > THE SOUTH 290.00 FEET OF THE NORTH 877.67 FEET OF LOT 1 AND LOT 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS AS PER PUT RECORDED IN VOLUME 23 OF PUSS, PAGE 6, RECORDS OF KING COUNTY, Lo WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 2 LYING EASTERLY OF THE WEST MARGIN OF SR-167. LL LOT E: LOT 1, CITY OF AUBURN LOT LINE ADJUSTMENT NO, LLAO038-90, RECORDED UNDER RECORDING ® c o NO. 91D4100841, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: u g A n r N 0 - LOT 1 AND LOT 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS AS PER PLAT RECORDED IN VOLUME 23 OF PUTS, PAGE 6, RECORDS OF KING COUNTY, WASHINGTON; m i EXCEPT THE NORTH 877.67 FEET OF SAID LOT 1 AND LOT 2; � 9 Y ALSO EXCEPT THAT PORTION OF SAID LOT 2 LYING EASTERLY OF THE WEST MARGIN OF SR-167. u BUILDING A SIZE: 16,819.13 S.F. (OFFICE AREA) 41.778.0 S.F. (WAREHOUSE) 58,597.13 S.F. (TOTAL) PARKING (BLDG. A): 56 STALLS REQUIRED OFFICE) 17 STALLS REQUIRED WAREHOUSE) 3 HANDICAPPED STALLS REQUIRED 95 STALLS PROVIDED BUILDING B SIZE: 12.976.0 S.F. (OFFICE AREA) 51,592.0 S.F. (WAREHOUSE) 74,568.0 S.F. (TOTAL) ( PARKING (BLDG. B): 44 STALLS REQUIRED (OFFICE) 25 STALLS REQUIRED (WAREHOUSE) 3 HANDICAPPED STALLS REQUIRED 80 STALLS PROVIDED BUILDING C SIZE: 34.000.0 S.F. (OFFICE AREA) 152,092.0 S.F. (WAREHOUSE) 169,092.0 S.F.(TOTAL) PARKING (BLDG, C): 102 STALLS REQUIRED (OFFICE) 60 STALLS REQUIRED (WAREHOUSE) 3 HANDICAPPED STALLS REQUIRED 16` STALLS PROVIDED NOTE FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY SPEARS ENGINEERING AND TECHNICAL z SERVICES. INCORPORATE THE 1n 3 RECOMMENDATIONS OF THIS uJx o REPORT INTO THE PROJECT. g O N co Z M Z CO Of Z A S--YL T N LC)N 3 ` vO ' n (\ = ca z Z 0367 F- to w Record Growing Certificotrbn DO w CN S Ne UN FIELD SURVEY PERFORMED These drawings com vm to - _` y . By �-�c'f-(' Dote o� V r ( o CJLiI- V �+ Qt cr< 1.r16ua.UTt J Aa �`' z Ftle�Position ^'} Confirmed by Clty: — Dote = G -= a z OO ti NFOLAErr REF., _F C0012-99 ppd These pions ore epprov>d for conformance with the City of Auburn s Engineering Division requirements. T T A,�nroved ByI E 0 m z N T Dote Approved: o ooD lNSO� V GRADING AND STORM DRAINAGE PLAN CALL BEFORE YOU DIG: 0 20 40 BD SECTION 1, TOWNSHIP 21 N, RANGE 4 E 1-800-424-55Efum KING COUNTY WASHINGTON 55 I N009 Z r-40` 29' OFFSET J X. GB --�'�--'-1 REGRADE, MODIFY AND PLANT CONNECT NEW 2' CONDIMiB _RIM=5435 1 2 3 FILL AND REGRADE DITCH AREA THE EXISTING DITCH AS SHOWN CATCH BARN DATA- I J-BO%. CONTRACTOR FILED IE-5T�"S{B LOIyCL SW.) a T PROVIDE A (FOR WATER QUALITY OF 37TH w LOCATE EX. J-BOX AND NOTIFY - -�., c� TRANSITION TO TIffNEWGGRAVEL ST. N.W. AND WEST VALLEY 1 - -\} _ _ _ - ENGINEER OF ANY DISCREPANCIES a ROAD SURFACE HIGHWAY). PLANT THE BIOSWALE C W SOLID LOCKING"LID W STADARD GRATE W STADARD GRATE W STADARD GRATE `- -- -- -- -._ _ .,o }��{, PER THE SWALE SEED MIXTURE > Q RIM=56& 55.93 RIM= `. 56.10 RIM=SSa-55.67 RIM�52:'l'3Y.39 , �',. '' - - - _ _ - -- - - -{t-' - _ 9 _ Pity p i� TABLE ON THIS SHEET. REGRADE rc Z_ IE 34,z39 ((24• S) 44.58 IE=9644" (15• S. 12• N) IE=52� (12" W)51.92 IE SF.4C (8" E)5O.27 ^• q" 'r � THE BIOSWALE AT 0.3(1X WITH 29' OFFSET IE=44.99 (EX. 18" W) 44.55 48.45(NJ, 48.38(51, 49.75(E1 /1C710N KEYPI ''B? - a " - -`-- - 3:1 SIDE SLOPES. S 3 Q IE=A4-. 9 (36" E) 44.48 CB 9 PE 2-46 C 1 PE 1 -�� ' - -S7FlO 1 - i`' i`+ �' w � �[ 1 2 3 1 2' WIDE CURB - -> - W STADARD GRATE W STADARD GRATE W STADARD GRATE O Ex. 12' CMP -yTtB` - _ g- _-..�iii W Zi Q _ CUT F R CONVEYANCE �- $ z ¢ RIM=5Yt 55.O2 RIM32-3-52.40 RIM�52:T32.62 9 IE=45.25 _ ___ W SOLID LOCKING"LID IE=4.9.2?(12"aj,E)49.3/ IE=44t 12" NJ 47.98 IE=50.iB-(12" S)4A52 / O \ o-- ��*"' �_ -__ REMOVE EXISTING ASPHALT SIDEWALK c <Q S i 2 GR0I FILTER WINDOW 1 �4q,8 - � , `,_ --� ALONG 37TH STREET N.W. BETWEEN o 0 0 0 o co c RIM=56.6 56.64 IE" 4A27 !Sl/2' 47.98l8 EJ, 49.18 !6 S1 �" 50.0 f6' NJ 1 j-"'-• THE PROPOSED DRIT N.W. AND THE IE=45.58 (24" Dl�(J 45.22 1 _ / 0- PER DETAIL SHEET C6. ���-`t .�_. _ - -s _-_,�, 15 y IE" 45.26 (W W STADARD GRATE W STADARD GRATE W STADARD GRATE e - - - -'a ��" BRIDGE. REPLACE WITH CONCRETE ~ a ' / 3, RIP -RAP PAD AND .,, "'-��c- O CB 3 1NM" 55.77 RIM=' 53.73 RIM=r .� 52.44 RIM=57:�36.72 EX, SDMH - �:.v„� --_,r rye- SIDEWALK PER C.O.A. STD. DTL. STSW- o o c o 0 0 0 TRASH RACK PER RIM=53.33 I - '- �:'„�,:`�.,, Gpw w w w w w OUTLET CONTROL STRUCTURE IE=SO.6fi (12" W, 50.40 IE=50+4 (8" W) 49.15 IE=3&iS (24" NW, 46./7 -_ _ rn In rn vl �i rn In ~ I.I.I 8 C.OA. STD. DTL. SSTR-1 ` - �`�_._t„ _- -'g' CJ� PER DETAIL SHEET lE" 50.6 (6• Sl, 5O.43(Ell2' -08=-H2=-FiE} IE=45.01 (18" CMP, E.) \ -�' 1 _ �i Q� +� tt C /E" 46.%9 (l8' EJ WRNOUT HEADWALL III E=45.13 12 PVC, W. S' _ �- LT ��._,.,_,� w m z Q i• CB 4 TYPE -60" W STADARD GRATE W STADARD GRATE 4 ttP 2-48" / •l' if 46.13 S8" PVC, NE.) A. •• .. _ -- `�-}- -. _ -_ 04 ASPHALT PAVING PER - ) _ . >• s--_ �� W SOLID LOCKING LID RIM=" . 53.99 RIM=5252.59 W STADARD GRATE / DETAIL SHEET C6. IE=45.03 112' CMP, N. " -..- - - SE >• _"-- --, icy y y y x x g RIM=55934.88 IE=51.89-(12" NW)5/.47 IE=50.-19-((12" S))49.O5 RIM Si-335.2/ �� _ .�`�a`� --��-, IE==S6.AG (30" W, 46.11 IE= 48.93 (6' AV IE=,AI (24" E)o 4633 j O FORMED -IN -PLACE CONCRETE - - _ 1 _1 ,'�_�-�� --- -_, 24" S, 18" N - 1 IE" 41 (24' 1 CURB PER DETAIL SHEET C6. � � :..-tom '�"�•� �� _- �j 48.08l6 EJ,46J2(l8 NJ,45.98(S STADARD GRATE " W STADARD GRATE -4 " / 5 v r _ v """J'" _30 �� ®.,�,._ .4'oEX. 8" PVC Z P - 8' RIM=5S8-54.58 RIM-` 52.58 W STADARD GRATE 6 EXISTING STORM PIPES - �" _ _ �{.I OAND MANHOLE TO BE IE-45.07 C= W STADARD GRATE IE=38-+4- 15",r•�r1, 46.60 IE=50:18•(12" S)466B RIM=54:3-34.3/ REMOVED _ X. SDMH di 0 RtM 55.954.51 /E"46.6502S),4676 !NJ II 49J8 (6- N) IE=A6:37 (24" W, 1& 46.18 y) `C,-4 - RIM=50.60 Q I' ... IE=A&-84 (18" S)"46.19 IE" 46.63 N2- El TYPE 1 11 46.N 98` E! / �, 113.0 ` ',�,�i I _ �J 1 "" _„ 7 RIP -RAP PAD -, , - IE 46.00 11 46.24 (18' E) C 13 ttPE 2-48" W STADARD GRATE P -4 " .LWLF 12" CPEP SD ` r � 2 / ( l � I � W STADARD GRATE RIM=52:752.56 STADARD GRATE �� O 1b69Y I yi 'v"'*� y -1E-45 20 (8" w N ro n o W STADARD GRATE RIM=S``,e54.87 IE=501@-(12" N 50.06 RIM=54:3.34,09 1 ' 56 ._ I - .p". �L-. r - _ ( 0.71% - .l mod. 8" �� .. 46.486(l5' E�46.28 fl2• IE-68ffr (112" NJU I y ( pi: �.� kY, . >+~ Ag 200 i. ( 47.311 !E" 50 ( c IE- 46. • (18" E)A 4a44 i 1 1 `'^� -� , IE=87-?G (18",l�VN,ji746.43 1E=46.97(1251, 4690 lW1I dE 50.Q6 '1 �\ � 46�4.TT NI' N7 ,: p ' �8 DS , • I � n v, .r n w _- z ~ _ - -� 7 P r S1W STADARD GRATE �A W STADARD GRATE DS p g 4 % %`1 W STADARD GRATE RIMS5A54.91 , �" �' RIM=55.-Y54.74 --3 2q' CPEP SD RIM=56455.82 IE 39.gE(,2' N, ,E,,'A /'V\ •IE-4R66'(18" SJLLJ46.76 STORM DRAINAGE DETENTION/ -!€=4d-`.IC lE" 49.86 f12' E 4639 08�WJ ®-3.?3'J, I - , �o -,�i' a. IE=48 09 15" N) 4652 IE" 44.E! AY' l?' 6 2 % y „� a t ., 56.7� EX. 8" PERF. PVC \ \, \' WATER QUALITY POND (FS-1.3) o.2s% IE=48.57 IE= 46.49 (15' E)`'` \ �`�' - MIN. TOP OF POND EL =54.0 I DS ` o I / r Ex. 8" PIP' PERF. PVC --^ �. I � %�>p _ US `` `' � 6.2 J STAND PIPE r i 7 �\ \\1 S47 ',' �\ '/ MAX. W.S. EL.=50.9 55.6 I SDCO i ,t., IE=49.63 \� "„` °' \\\ \ `` \ STATIC W.S. EL.=46.0 114.5 I / - 04 .. d _I3 LF 15" CPEP SID I Y I ®.t.ss% I / BUILDWG l� Aff - sac E=43.z3 W BOTTOM POND EL.=42.0 sz% I • DOWNSPO TIGHTLNE P w �'`, `� \V\ '"^ ; rac sDR-3 o osoz MIN. FF■57.0 ' --� \ w n A I L) 6 DOWNSPOUT-TIGHTLINE U) A (PVC SDR-35) O 0.50% MIN. Ac I I W a, ,,,� ___ - _ ! I it - ....._- ...... -t IE=44.55 r "'� - _ - 5J 0 DS (PVC SDR-35) O 1.OX MIN. EX. 12" ADS Z ZVzilm O �T'/ i .. ... ... - �PE - __ 65 - ) i �_> IE=44.35 i�CID Q A247� 5 s _ - - - ♦ .3 SD _ SDCO _ _ CO Q Q 4 \ �1\C\ �40_______ ♦ X "� ., DS DS DS -+" DS D DS EL 0 603 c + �B-LF rz`t I 9.7 � � Ex. LiADS <a aB LF 12" CPtP CBF� I 3i + -3W'i n2� CBi22 1 'rt C7 S, o" 52.7 SO O 1.9B% 52.7 SO - �_.• 52.7 •� IE=44.96 I�.I t,! \� \, \ ♦ \b 1 I �y cPE ® c D 33s� I 3531f I 0,3451 _ i 0) ' i V�AiA ;.i♦ „. .^- A A\\V\.\ 3 I 1 1 I 1 X`�VF ✓� FP DS AB DS 13S - ..... - - -_ F,;. � I 9 _ 18 h ry 7 57 D .o s4a 57.D" 6 U - 6QR. II�TANIIO _j i �v ��`, A'�. ��A hvv„� _._� 644 7ps�PeaSD - s6. �I �s 5ss �I� (f �� �i 0II�0gCY1ALL > w m ciij 50 O•to 2I 55. \ -- \\ '\Y� ���`, \ \ \� \ \ \ \ 1 I I I 55.0 a w �® ✓p w �< 149.6 . 968 1 1.88% 2.39 Q 4 O - 66.6- - CBt� 348- LF 12" CP :. 5D 0 A:55% - GB/}�' S5.0 143" LF 12CPEP SD_® _959% CBF14 109 LF_ _12" CPEP SO ®..2:707. W Q WALL �v v v - 1 I i v 55.0 7 PN=521S.- 5 TW=54.2 ®` \VAV A A\ \\ \A' -- --- i' I 4 .f 155.1 5P 1 55.1 70. 1 V A \� I I I 4.8' BW=51 5 _ �� _=_"'_ '�., \ i •`.\ \ K \ ♦ µ__ e_ I I 's A 70 5 .0 .. I� 5-.0. / ....� 5 O .6E'LF 12" CPEP ., BW=49.0 BW St.i`'-� --t .4 SD 0.0.2" o O TW=523 i© TW=57.0..-,-^ TW-56.0 _.-_ - -__ �'-'„�\?, \ \ \ \\ \ LOT Al I I I I DS n w a.^ ( 0.28% 2 N BW=46.5 BW=50.0 BW=52:B_ -.. _.-._ .-. --` �� �", �\ v. '`, 9 \` \\ \ \ \ \ 1 I I - 6"6` iISP64T DS o'I oI • a� o <� S 5 r _ 1 <I .-. = 54 s ,_1 P 54.6 Ds s INSTALL 4' HIGH AIN VINYL w=54.1 w=56.0 0 \ \` \ \ \` 1 I N t20. i CAL \� ) CBYI6 COATED CHAIN LINK BW=46.5 IO BW=50.0 �`� ��� % \�\, . ss a n \ \ I I ' ®RI PVC SD) 35) O 1.OX MA7- F- I v �I ., 6O.a 5 .6 :.: • + .: DS ��.... S 60Jf _ I I 1 FENCE IN TOP OF CONC. LL TW=52.3 I TW=57 D �. 1 1 I 379" LF EP CBFI7 I CBK11 kO' 8 CP CB#2O /4 - O - ✓ \` y \ \\\ 5 1 118 . ELF 12 CPEP 3. S ®8 sD I \" I : { RETAINING WALL J BW=47A BW=51.2 \ \ \\ \ I I SD •J.NSA: L CP .O I I 3. V. 3 EP 53.0 I ^*' I I 33.7 tA77rh DS - - - - DS 6" DOWNSPOUT TIGHTUNE DS _ _ _ - F D� ` \\ ^ r; CONC. RETAINING _ NOTE,\ \ •" I I j ,$8"LF,p3,0�" iE SDCO SDCO PVC SDI-35) O 1.0% MIN. - SDC ` 1 1� ORBLOCK WALL FOR STRUCTURAL CALCULATIONS AND CONCRETE WALL DESIGN-'�-.__ ` s \♦ \ �.+ I 1 I 550 SO 0009 p A 0 6 11 REFER TO STRUCTURAL DRAWINGS AND CALCULATIONS BY -•-_ \, E'., ♦\\\ I I'-� 0O SDCO > \........_ ____ __-. �....... -_.. _._ _. .._-L _ _ _ _ I :, '`o - > B & T DESIGN AND ENGINEERING, INC. `�� \`4 \V / \\\\♦\ i .�` 0 F `�` y S \\\� £� ♦. � ; � i >�s �>I �' BUILDING cRo¢eNo \ \ \ • __;: 1 1WL FF■57.0 U..RY �T� �� -- �r}1\� \y \ c � � 12B'lF 24" C}V • 0. � 1 IE=S .51 (12" SP) 6 IE=49.20 (12" SD) 11 E=52.4 (12" W �a \ \� �,d - ! 55 I • I ) a L a o 1� roP- 1s1 (12w) TOP=47.14 (za SD) row=ai.z1 (24 SD) CLEA ANCE 1.0 \ CLEARANCE=2.06' CLEARANCE=4.19' '� "1 \, 56.5 1 S a - i"-DOW TIGHTLNiE N O IE-49.84 (12" SD) O7 IE=50.86 (12" W) 12 IE=52.6 (12" W? � 57.1 �. ," M ` ;^„ � C� 35) O 1.01G MM� P TOP 12" W TOP 43.29 12' SD TOP-47.62 15 SD CLEARANCE=1.00' CLEARANCE= .5Y CLEARANCE-4.98' - 7.0 SDCO DS DS 03 IE 4642 (1(" SD)) 118 IE=49.57 (12' SO))) ( ) \ ; j _ _� rt -.. TOP 47 42 12" W TOP-48 57 12- W ` - CLEAfIAFN:E=1.G CLEARANCE-1.00' \ ` - --�, D y< SE 2 ~ 11. 7 1 174 LF 18' CPEP SO In ® IE=44.62 (15- SD) O IE=49.96 12' SD) \\ \ \\\` ` ' 1 t LFa 4 OPEP / I 1 - w \ \ 55 7 \ , e I % roP= a.45 a ss TOP-aBss 1z" w\� 9 26 a �cP 9 Z 9 ( ) p ( �"7 \ _ 'OJO z5 LF 18' cP� D ®�D-.28�% CLEARANCE 3.17' CLEARANCE12" W 2\1� ' v ` Q55• LF 24 CPEP SD ®OROX �223� p p5% � �- 63.f _ y,� S O z � IE 4� 09 (15" SO) 10 IE 51.02 (12" W) A �` \ \ - O. 5% _ _ " SD) SD)TOP 47.59 (&(15 CLFARM5CLEARANCE 3• - \ C ---- I IE=47.88 w 5� !, A 6 0 56'.0 .1 58 2 2 .0 s 56 - > N z eZ7 "t I - 57 0 r _ y \ X SDMH Q r7 cal cal p -6 -a ►._.___�_. --____ _ ___- _- ___--_ 5 \OG� RIM=52.89 00N z> I _- SDCO D• • • Es IE=48.69 (8" PVQ 5.) O) cD OD w w 81 LF LS"CPEP ( w RRRIIF--RRR888 MATCHLINE SEE SHEET C3 IE=46'79 B" PVC' OVERFLOW) Q >� OFF IT3 \ �`\ \ SD 0 0.90% I 6" DOWNSPOUT TIGHTLINE r 6" DOWNSPOUT TIGHT' IE=51.7 ( PVC, OVERFL W) p SWALE SEED MIXTURE FOR OFESRE RQAD �32e '`\ I (PVC SDR-35 O 1.0% MIN. ((P C SDR-35 O 1.0% MIN. IE=44.277 (POT STRUCTURE) � N z z L4RPOVEMENTS PLAIN I� 7 _ _ _ --- (TYPICAL) TYPICAL) yg b. � � __i i w � PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPES (CONTOURED). \ \ -' ' Record Drawing Certification w N (N THE SEEDBED SHOULD BE FIRM WITH A FAIRLY FINE SURFACE AFTER ROUGHENING. \ �e� 7 �l,� - Nf �� FERTILIZATIO - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES \ QiII" N • `^ ^`k I FIELD SURVEY PERFOfi.£EO lii MUST USE NPN-PHOSPHOROUS FERTILIZER. \� % These dmwmyys con(enn to .- �I v \ a♦ APRIL 2000. G� D 3,V "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED-MULGH-FERTILIZER MIXTURES AMY ALSO BE USED. •� \ \ ,� \ �`\ �� LIGHT LEGEND CONSTRUCTION NOTES 1Jii By _ Date �✓ V A `ry \\ \ \ `\�, WiI'R .J SEEDING - ,(APPLY APPROPRIATE MIXTURE TO THE PREPARED SEEDBED AT A PATE OF 120 LBS/ACRE. �\ \ \\ NEW STREET LIGHT 1 /� CITY OF AUBURN STD. DI TRSL-2. µ LV17 Title/Position G SERVICES J 4 COVER THE SEED WITH TOPSOIL OR MULCH NO DEEPER THAN 1/2 INCH. \ aa.e• STREET LIGHT LUMINAIRE, POLE, AND FOUN13ATION PER t9 .\ F PER CITY OF AUBURN STD. DETAIL TRSL-2 V EXPIRES: 1 - 15 •06 Q �. z `..,.\ Confirmed by rlty: Dote PROPORTIONS PERCENT PERCENT \` m NEW TYPE I J-BOX y STREET UGHT JUNCTION BOX, TYPE 1, PER CRY OF -A D URBAN APPLICATION BY WEIGHT F,1RItt8U_M P- NEW 2" rONDUIT AUBURN STD. DETAIL TRSL-4. ♦fly K' A 9 KENTUCKY BLUEGRASS 30% 85 1 �\ P24, 6F 9 �< PROJECT RE': FAC0012-99 7/A'f' �0,(AD 03 NEW " CONDUIT (PVC OR RGS) PER CITY OF O ti � D ELPHI. BARD , OR FYLKIN ) GENERAL NOTES: AUBURN SM. DETAIL TRSL-5. O CREEP NG RED FESCUE (PENNLAWN) 40% 98 90 LIGHT POLE SCHEDULE These plans a. approved far conformance with the City o/ Auburns Engineerirq Divisi,7 nv :ments. PERENNIAL RYE (DERBY OR PENNANT) 30% 95 90 a 4; 1 - PROVIDE AND INSTALL LUMINAIRES AND LIGHONG 11YIN. IID. OFFSET CIRCUIT I TYpE U! DIST-WATT ,MI H1.'T MA STANDARDS EQJIP TENT IN ACCORDANCE WITH IMF C:TY ` LR - �...6J�C n OF AUBURN STANDARD DETAILS AtLO.D.0.T. J 0.� E 10' QIY OF AUBURN r v SPECIFlCATIONS. (NA L 6� Approved 8y:�'✓✓wo i N N E%PIRk'S 9i Y%99-7 pate Approved: �!/ / `: Fie: P:\SOSKPROJ\7010\ENGINEERNG\7010-GMI.DWG Date/Time: 09/01/1999 09:27 Stale: 1=40 joson Xrefs: Z7010-T,Z70lO-B,Z701U-S, 03O'7 00 Q 16 UHF V 29' 1 MC3 - 250W 35" � 35' 2g' 1 MC3 - 25ON 10' CRY OF AUBURN GRADING AND STORM DRAINAGE PLAN CALL BEFORE YOU DIG: 1-800-424-5555 r-4o, •�}�.or. �. yip• .��• M 56,2" Af 57A CONIXMCiI 0i ON KEYNOTES ��e 56 6 - - -- � � CBICi� 2' WIDE CURB 14 CUT FOR CONVEYANCE , 0 O ASPHALT PAVING PER '\ .n DETAIL SHEET C6. � �\`� � �� ��� STO 57.0 \V � 57.0 d OFORMED -IN -PLACE CONCRETE �� \ �� WIN= 0. CURB PER DETAIL SHEET C6. ,E I (¢ EXISTING STORM PIPES _ AND MANHOLE TO BE 6"PERFO Y� REMOVEDPIPE�E � e 6 1: T DESIGN kIp ` 7GINEERING, NO,, �X9 CATCH BASIN DATA.* NETA6L 4' HIGH VINYL', P tt 1 COATED CHAIN LM " \ W STANDARD GRATE W STANDARD GRATE �AINNGWu"v. ,..A RIM=51.1 RIM=53.4 l ""rt\ IE=47.85 (18" N. 15" S) IE=50.23 (12" NW,SE)A W STANDARD GRATE W STANDARD GRATE V AL\ RIM=51.1 RIM=57.0 IE=48.06 (15" N.S) IT.=52.07 (12" NW,SE) W STANDARD GRATE W SOLID LOCKING LID RIMRIM=58 5 IT.=48.39 48.39 (15" N, I S) IT.=52.85 (12NW,E) \ 7 P \ W STANDARD GRATE W STANDARD GRATE V RIM=51.1 RIM=56.7 IE=48.60 (12" N) IE=53.29 (12" W,E) \ e 4 , W STANDARD GRATE W STANDARD GRATE RIM=56.2 RIM=56.7 IE=46.98 (12" 1 IE=54.20 (12" W) M Mks RT- 0111111111011112 ROAD k W W STANDARD GRATE PLANS P IT.=48.57 (12" 1 \\\� WALL DATA, BW 52.0 BW 49.7 W=63 3 W=53.8 © 8 10 O BW=52.2 BW 49W=57.5 ® W=585 O BW=49.5 O W=50.0 W=56.7 ® BW=49.7 ® W=50.0 W=55.6 FOR STRUCTURAL CALCULATIONS AND CONCRETE WALL DESIGN REFER TO STRUCTURAL DRAWINGS AND CALCULATIONS BY B & T DESIGN AND ENGINEERING, INC. SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON MATCHLINE, SEE SHEET C2 175 s l -.. 57.0 570 d SD R-35) O 1.0% MIN. - 57.5 r -RIP I ) )OWNPOUT TIGHTLINE DS 531 SDR-35) O 1.0% MIN. !I ; DS 54.5 S4.5 53. ICAL) 1�T 1 I d > I� I 2 f� I DS //� ��� 154.5 , 531 4. �� 4SDCO GB 35%C I � i i ` 2 ,4 1 / 154.5 d / 530 .... I ���'? DS -. _ - _RIDGE --- SDCO� I `�•-�� 4 I „n� ,a ��8' 54.5. 531 SDCO G.8. 6" DXNVW TIGHTLINE PVC -35) O 1.09, MIN. ( a IDS DS - 54:5._ _- - 545_,� �...... -- 4 .... -.45,_ 5 I-.-. 0 *&ALL a1 COATED FENCE IN RETAINING' ,1 11 `, 414 BUILDING C Ds ----- 56.5 4 54.5 1 FFm88.5 ' DS 4 I 6" DOWNROUT TIGHTLINE RIDLE S.. 34. 1 PVC SDkR 35) O 1.0;{ MIN.SDCO _ I �IYPICAL) X"' 7.5 y DS i; 53A I 54 5 �I-45 53.1 -- E 3 j5 ,C \ \ SDCO r, ��7.29 __ 54,5 \ os RIDGE ---- r � � I 1 . 71091 1 1 \ 1 54.5"ILL \ SDCO " 6 0. , I � , N I5. 4. 1 6 DS DS 1 a\ .a 6" DOWNPWT TIGHTLINE I I1, 14� ,!l• �� PW SDR-35) O 1.07 MIN. i PE 1 I LKOLF 12" CPEP SO) p8 aqI I I vj 0.70% 2 s71 sir l ;� -RfDGE 58.0 INSTALL 4' HIGH VINYL COATED CHAIN LW FENCE IN TOP OF CONIC. RETAINING WALL EX. a" PVC 49 18 EX. 8" VERT. PERT. PVC STAND PIPE =51.68 107 LF 15" CREP SO O 0.20% IE-49.90 8" PVC, S.) IE=49.80 8" PVC, N. IT.=51.70 OVERFLOW) IE=44.78 1BOT. STRUCTURE) -167 LF 15" CPEP SD O 0.20% EX. 8" PVC =50.08 EX. 8" VERT. PERE. PVC STAND PIPE IE=51.98 1) CONIC. RETAINING OR BLOCK WALL I v C I C7 I I 107 LF 12" CPEP SD O 0,20% 1 1 THIS DRIVEWAY IS FOR EXIT ONLY NO IS NOT ALLOWED UNTIL DEVELOPER EXECUTES AGREEMENT WITH ADJACENT PROPERTY O~ xPIRES 9/23 99 Q307 z J 12 o = a p z o 5 Q w Ne LL ~aa7iSSS o 0000000 W) W � CO W Q E a a Q 00o Q Y is a rn cc 4TM;D N \N C /R V S ®n ro,nrn N� g 0 CV H cc T aQa)0o Q 0)9j CID 0)J = ^ I > W m N a a 3�j > LO M u- d 0 0 II °u_ C :z 2 � Z K O 5` (n a� � x o� z a zw W N w g Z QM N N O N CO z ¢ zMtD00 ww AS-BU/LT L�N w= ��� Record Drawing Certification a0 w > N z N N -t Y �� U V= FIELD SURVEY PERFORMED NV These drawings conform t . APRIL By Date "Z., Aye S6� Title/Position DIRECTOR OF SURVEY.WG SERVICES J ,.-�^ „IFI.' 2 Q Confirmed by Clty: Date _ w V 1 PROJECT REF.. FACOGI2-99 9///99 / These plans are approved for conformance with the City of 4ubum s Engineering Division requirements. E T 4pproved By: .�.-/J�✓Vw� z Q u c Date Approved: U File: P:\SDSKPROJ\704OtNGINEERING\7010-GM2.DMG Date/Time: 09/01/1999 09:28 Scale: 1=40 joson Xrefs: Z7010-S,Z7010-T,Z7010-13, 000464 WATER AND SANITARY SEWER PLAN SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON 18 CONIC. N. 2:4' Sp IE-36.23 18' CONC. E; E=37.83 8' CONC W.) 24" SO SSMHOJ37 ..-_.. : NEW 8" IN) ..- ._._..�._-----'_. EX. 8" - 48 4!./BIE=423T (8._IN) ........ 4/./61E=42:2SS T (8" OUT) X. SSMH 07-01 31.1 /3.02 RIM .db LF 8' SS 0 ,14'.6f.-' --� I% 6' PVC NW) T /.02 X__. E_ 8' 44 .......... . 324- LF 8" SS O s30R ....... 1Nl5'1T x 1-6' GATE VALVE (FLiMJ) 10 LF 6" D.I. W. EXTENSION SSMH 307 38 1 1-F.H. ASSEAreLY-PER-C.�.! RIM 55.57 EX. SSMH 307-04 - CONCRETE THRUST BLOCK211 IE=4398" 8" OUT) 44.47 ...... ..........RIM 6}33 ...... ......... ..... .. ....__. A'J 40 E 4489 �6"lN) 44.52 IE 36.33 18 CONIC N.)) -W LF 8" SS (PVC SDR-35 IE 36.23 18' CONIC. E) 014Bx 2 VERTICAL E 37.83 8' CONC ANCHORS CHORS/ $ 7HG/307-37 37J/ IE+7J+/if NEW B' IN) RIM=56,6- 56.5 AIANlST :RiM TO NEW O1MOE V 4fJ6 IE=i7.37' (8" IN 4/J6 IE A2.2?-(8" OT N 0+00 N N � 1+00 2+00 SEWER PROFILE SCALE: 1 "=4Q' •HORIZONTAL 1)r4 4tIMCAIL U-i EX. 12" W. I-1Z TEE (ALL FL)_ \ GATE XALVE (FLxMJ) YOVE EXISTING FIRE HYDRANT 1-12 rTOR FLxMJ) � \ `'";� \ AND SALVAGE TO CITY SHOP. ..'IT 1-1�">tb' REDUC�R 1-i GATE VALVE (FLxMJ) ` ,t-5 1/4" FIRE HYDDRAM ASSEMBI_ t EX] NQ �! PER CITY STANDARDS fiIGN RPX ' REMOVE EXISTING PLUG CONTRACTOR TO FIELD LOCATE AND \ \ ` ' EX. BUILDING 1 /I \ EX. FIRE 1 - J VERIFY VERTICAL AND HORIZONTAL \ O L /! HYDRANT i� F.F.=54.3' LOCATION OF EXISTING WATERMAIN \ \\ _ - EX. H N I K FEN (/ Ex G------...� i 52_ INSTALL: N � � E', CONC. THRUST BLOCKING \��r� ` X ` \ ( _ `_--44 7 LF 12" CL 52 DI I tl n INSTALL- 1NO 1li1NFT EX. SIGN, 1 � __- IF Bw1(Mjy CONCRETE THRUST BLOCKING. EX. SIGN \, .,n ` IM 1-12" GATE 1 1-12" ADAPTORL (FLxMJ) t, EX TEL MAN LE \, 1-6" GATE VALVE (FLxMJ) (FIBER\\\\OPTICS1•,\-x-- 1-5 1/4" FIRE HYDRANT ASSEMBLY PER CITY STANDARDS CONIC. THRUST BLOCKING \ 1A \ LF 12" R\ : 43 LP 12" Dl� FOR CONTINUATION SEE --� I WI NOTED OFF -SITE ROAD IMPROVEMENT, 1 1) A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED PLANS PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. l 2) AIR-VACCUUM RELIEF VALVES SHALL BE LOCATED AT ALL HIGH POINTS IN ACCORDANCE WITH CITY OF AUBURN STANDARDS. INSTALL: 3) 2" MINIMUM BLOW -OFF ASSEMBLIES SHALL BE LOCATED AT 1-9 ' BEN MJ ALL LOW POINTS AND DEAD -ENDS IN ACCORDANCE WITH CITY CONC. THRUST BLOCKING \ OF AUBURN STANDARDS. 4) MAINTAIN A MINIMUM DEPTH OF 42" OVER TOP OF ,010 ALL PROPOSED WATER MAINS. 4 BLOW -OF LOCATION OF AIR -VACUUM RELIEF VALVES AND BLOW-O4, ASSEMBLIES SHOWN ARE APPROXIMATE AND MUST BE FIELD 4, LOCATED AT THE TIME OF CONSTRUCTION. _1� File: P:\SDSKPROJ\7010\ENGINEERING\7010-WSI.DWG Date/Time: 09/01/1999 09:29 Scale: 1=40 joson Xrefs: Z7010-S,Z7010-T,Z7010-B. 15' WIDE EASEMENT 1 WATER METER SERVICE LINE EX. 5 LF 6" SS (PVC) ® 20% MIN. I PROFILE VIEW FOR SANITARY SEWER SHOWN ON THIS SHEET IE-52.76 LF 12"D.I.W FO 0 20 40 BD - CALL BEFORE YOU DIG: J 1a, \n 1-800-424-5555 T-40' 0 w CUT IN TO EX. 12" D.I. WATER MAIN USING: 1-12 x12 CUT IN TEE w 1-12" GATE VALVE (FLXMJ) S CONCRETE THRUST BLOCKING; CONTRACTOR It It co SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EX. 12" D.I. WATER ICE Q MAIN; NOTIFY ENGINEER OF AW DISCREPANCIES �+ U 2 0 0 0 U V SAWCUT AND REMOVE EX. PAVEMENT a a a a a a a AND SIDEWALK AS NECESSARY FOR o 0 0 0 0 o Q LINE WATER TAP RESTORE PAVING AND w w w w LINE_ t-.SIDF1Vy��(�LK PER CIN OF AUBURN C Q STANDARDS. _IVEME O PATCH SHALL BE A MIIN: W-AY11%._ 'n -W EX 12 D.I. ��� mmmmmmm g' Z _ 78t LF 12' D.I. W __. .__- EX , \_. W W WALK _ _- " EXEMPT IRRIGATION METER BY CITY „_ = W 4'Q !2 �2 �2 uj Q �2 1 M: ID DTL. WADM 1) RI SSMH 307-OS FLOW P*194I BY CONTRACTOR RIM 48.12 E� IE=35 87 ((18" CONC. W.) .. "_--- / 18 IE-3577 (18" CONIC. E;) EX. FIRE— SSrn m m ,.,..(CONCH HYDRANT EX METER�...�.. . .. 12' WIDE GRAVEL . 36. LF 12 ) -: t YM/IEMINCE MID ROAD EX, 12" D.I.Wia 12' �^w 1I 0r ro v� .• n N - 1 D.1. w _ ".. � 1 � � 1 ! INSTALL• \ / "�--...�""+,... � �►.':.C.� I ...,` -.� "'ROOM WAMT 5 P.LV COORDINATE WITH p SPRINKLER DESIGN %-FOR 3 _6- PTENSION. '"�. INSTALL• +r 1-1 x ALL "-1-12"GATE VALVE (FLXW) 1-12_71DAPTOR (FLXMJ) I-6' GATE VALVE 10 LF 6" D.I. W. EXTENSION -_._.. SAINT 1-F.H. ASSEMBLY PER C.O.A. '�' CONCRETE THRUST BLOCKING • • ` 1-12 22.5' BEND fL1A NUMOOMA "`fi-12' 45' BEND (WxFL) '15' WIDE SEWER IF-ST.O CONC.-THRUST BLbOCKING EASEMENT - 1I _I 1 307 38 U U T MST INSTALL: y JX -12 TE ILEk 1-6" GATE VALVE ( ) 1-6" GATE 19 LF 1S. WIDE WATER 25 LF 6' D.I. W. EXTENSION 25 LF 6" D.I. W. DCTE ' 1-F.H. ASSEMBLY PER C.OA 1 1-F.H. ASSEMBLY PER - IMT NC .. _HR QtE 32" F I _W_T� _\-1, n nn 1-1/2" EXEMPT RRIGA^^1 IIIE/ER BY CITY (PER C.O.A.FSTD. !DTL. WA6M-1 W/ BACKL OW PREVENTOR BY L01N.RACTOR 8" FIRELI7 TO S RINKLER \� ROOM WffH WALL MOUNITD P.I.V.; COORDINATE WITH SPRINKLE DESIGNER FOR \ EX}}TENS ETE �D I SERNCE LWEM " I I i i 1 15' WIDE WATER — fEASEMENT INSTALL: 1_ 1 Rn 6 32 LF 12" D.I. W INSTALL: 1-12 45' BEND MJ CONCRETE THRUST BLOCKING 1 1 1 INSTALL 1 12 GATE SANRARY SEWER BY OTHERS 2-12" VALVE ALL TEE FUW .---- _.. 2-12 DAP xMJ) _...jj BUILDING 'IV CONCRETE THRUST BLOCKMC i FF■57.0 I I 10 LF 6" D.I. W. EXTENSION 1 1-F.H. ASSEMBLY PER C.OA 1 CONCRETE THRUST BLOCKING MATCHLM, SEE SHEET C5 m•m 0 307 w i i o ' N '1 EX. SSMH 307-0 l w RIM=45.14 IE=34.08 18° CONC. W.,) " „ �18" { IE=34.04 CONC. E.) Y - T OD 0 Q Q 05 CL Q I n - co W co Z .-. J = Ir a > W m N �j J Q > En 1WATEREASEMENT Co 10 LF 12"D.I.W 0 II C Z M o • 0 o U Q O = U U za 0 5N a � x o� Z Q Z w W N g 2 Q O N 00 0 00 NU Q z_ 000 ¢ z r 4 1 z g AS—BU/L T �2 wL Record Orawin Certification IZ- 9 aND YL� U LO FIEL SLARVFY P RFORMED N APR/L 2igOronfo 1 to�h extAsetersee _` N f_ P D rS DY Dote so c` �� b Ttle/Position OIRECTM OF SL/RVEYWG ScP>7CES J y Q z Confirmed by C1ry: Date w �(. 2 PROJECT REF.: FAC0012-99 These plans are approved for conformance with the City of Auburns Engineering Division requirements. n Approved Q m Approved: Dote ' ` Oa D If tSO� V WATER AND SANITARY SEWER PLAN CALL BEFORE YOU DIG: 1-800-424-5555 MM"kklwm �. \ CONCRETE 400 . \ 1-1 /2-vEXEMPT 'IRRIGAi (PER C.O.A. STD. DTL. WADUh)� W/ BACKFLOW PREVENTOR WvCOM h � Ex. SWALE-'. VERTICAL M_OCXIHO FOR 90' BENDS PIPE SIZE V B CU F A ➢ L 6' 90' 400 7.8' 11/8' 4' Ia. NOTE- CONCRETE BLOCKING BASED ON 200 PSI WATER PRESSURE AND 2500 PSI CONCRETE UNDISTURBED _I.. EARTH o ` L A a ID EX. POLE GALVANIZED RODS GALVANIZED RODS VERTICAL BLOCKING FOR 90' BENDS VERTICAL CONCRETE BLOCKING NOT TO SCALE SECTION 1, TOWNSHIP 21 N, RANGE 4 E erg NOTE KING COUNTY, WASHINGTON 1) A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED 4) MAINTAIN A MINIMUM DEPTH OF 42" OVER TOP OF PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE ALL PROPOSED WATER MAINS. DEPARTMENT FOR REQUIREMENTS. 5) LOCATION OF AIR -VACUUM RELIEF VALVES AND BLOW -OFF 2) AIR-VACCUUM RELIEF VALVES SHALL BE LOCATED AT ALL ASSEMBLIES SHOWN ARE APPROXIMATE AND MUST BE FIELD HIGH POINTS IN ACCORDANCE WITH CITY OF AUBURN STANDARDS, LOCATED AT THE TIME OF CONSTRUCTION. 3) 2" MINIMUM BLOW -OFF ASSEMBLIES SHALL BE LOCATED AT 6) AT THE LOCATIONS WHERE THE WATERMAIN AND FIRE HYDRANT ALL LOW POINTS AND DEAD -ENDS IN ACCORDANCE WITH CITY UNES PASS UNDER THE PROPOSED RETAINING WALL A SPREAD OF AUBURN STANDARDS. FOOTING SHALL BE CONSTRUCTED. MATCHLINE, SEE SHEET C4 _ . _ . _ . a..^ . Me me Me memozo. _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . . _ .t_ . _ . _r ----- 1-12 x6 TEE MJxFL 6" D.I. SPOOL (FLxFI -- 1-F.H. ASSEMBLY PER C.O.A. _ CONCRETE THRUST I I ( PROVIDE VERTICAL BENDS AND - CONCRETE THRUST BLOCKING I BETWEEN TEE AND HYDRANT (PER C.O.A. STANDARDS) EX. POWER POLE 7 LF 6" D.I. W. EXTENSION 1-F.H, ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING WATER EASEMENT WIDTH VARIES PER C.O.A. STD. DTL. WABO-1 BUILDING "B" FF■88.8 1-6" GATE VALVE (FL) 6" D.I. SPOOL (FLxFL) 1-F.H. ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING; PROVIDE VERTICAL BENDS AND CONCRETE THRUST BLOCKING BETWEEN TEE AND HYDRANT (PER C.OA STANDARDS) INSTALL 1-12"x6" TEE (MJxFL) 1-8" GATE VALVE (FLzMJ) 5 LF 6" D.I. W. EXTENSION 1-F.H. ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING EX. EX. POWERS tt POLE EX, MAIL BOXES 15, 1-12 XZ ILL UMJXI-L)i 6 1-12" PLUG (MJ) 1-6" GATE VALVE (FLxMJ) 17 LF 6" D.I. W. EXTENSION I 1-F.H. ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING �B 61 LF 12" CL 52 DIPc EX. POWER POLE t__ WATER PRORLE CENTER LINE (SEE ABOVE RnW PROFLE FOR OETAIL) INSTALL 1-1 x JxFL - 1 - CONC. THRUST BLOCKING t EX. E 26 LF 12" CL 52 DI REMOVE EXISTING PLUG CONNECT TO EXISTING 12 GA ; �I EX. GATE VALVE WITH NEW 12" PIPE I I VALVES It CONTRACTOR TO FIELD LOCATE 'ARID ( I VERIFY VERTICAL AND HORIZONTALEX. E.O.P. LOCATION OF EXISTING WATERMAIN INSTALL: I EX. W 2-90' VERTICAL BENDS VERTICAL CONC. THRUST EX. SSMH BLOCKING PER DETAIL t , / 71.10 f I / IS 60.75 (B" N.) IE 61.00 (8" E.) 1-6" GATE VALVE (FLxMJ) 5 LF 6" D.I. W. EXTENSION 1-F.H. ASSEMBLY PER C.O.A. CONCRETE THRUST BLOCKING 42 LF 12" D.I. W. 12" D.I. SPOOL (FLxFL) :ail L"�'�'T iEl.3��.:.Tr✓!w'TR' IE-52.4 (12. TOP-45.4 (6" CLF7tRM/CE=7. WE WATER 6 SSA" -- CONTRACTOR SHALL FIELD VERIFY HORIZONTAL — AND VERTICAL LOCATION OF EX. 8" SS STUB AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING WA.TERMAIN GATE VALVE (FLxMJ) $ 10 LF 6" D.I. W EXTENSION I 1-F.H. ASSEMBLY PER C.O.A. I CONCRETE THRUST BLOCKING ! - _ _ _ - - - -- _ - - I $ I n II � - -^--T' I $INSTALL: 1-12 x6 TEE ALL L $ 1-12" GATE VALVE ( tMJ) I 1-12" ADPATOR (FLx ) - 1-6" GATE VALVE (F_xoJ) to kF-6"-0.I-N4 EXTFHigN-- 1-F.H. ASS EMBLY PER IC.OA CONCRETE THRUST BLOICICBIG I �I I 3 1. o 55\LF 6" SS- (PY4 SDR-35) O 2:0% 42 LF 12' D.I. W.— EX. 8" STUB E 44.17 EX. SSMH RIM= .022 IE=E4444.00 (8" W.,S.) f on 79 LF 12' D.I. W. 15' WIDE WATER EASMENT PER C.OA SID. DTL WAAR-1 15' WIDE WATER BE�kSM/NN..ET 11 CONCRETE THRU CONCRETE THRUST BLOCKM HORIZONTAL 0mm 10 20 40 ' .. w._. _... 0. 2VERTICAL ....... ..._ N a Bi WEST VAU-W 4 ROPOSED GRADE 11CMAY O SECTION j PROPOSED 4' HIGH 74 . ._.._ .. ... ..... ...... CHAINUNK FENCE _.. APPROX. EXISTING you GROUND SURFACE PROPOSED 12"0 D.I. \, �O SECTION 70 ........ �C PROPOSED 12" 90' VERT. , BEND (FLxFL) W/ VERTICAL CONIC! THRUST BLOCKING ' CONC. RETAINING 66 WALL ROPOSED PAVEMENT PROPOSED 12" 90' VERT. BEND (FLxFL) B VERTICAL: BEND. THRUST BLOCKING [-PROPOSED 12*0 0.1. PER PLAN MEN 5 0+00 0+50 1+00 n WATER PROFILE C5 SCALE: 1 "=20' HORIZONTAL 1 "=4' VERTICAL ftJ � V U U U PN N VWI N N N Q mx999 §�2 �2 �2 !2 !q �2 NOTE: ALL VERTICAL BENDS SHALL BE MEGALUG W/ RESTRAINT JOINTS. ALL FILL MATERIAL SHALL CONSIST OF A 3 INCH MINUS SELECT. CLEAN, GRANULAR SOIL WITH NO MORE TEAM 5% FINES. THE FILL MUST BE PLACED ........... . ..... -- IN LIFTS NOT TO EXCEED 12 INCHES B,l......I THICKNESS. EACH LAYER OF. FILL MUST BE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED 11Y ASTM OESCMTION D-11 FlOPO ED FIRE lIMD111NT ASSEMBLY.................. ......... ....... ...... .. PROPOSED WALL( WEST VALLW POSED' GRADE FiOFNVAY PROPOSED 4 HIGH ^APPROX. DOSIAIO _.... _._ \ .._ CHAWUNK FENCE `j/ ORDWp..54�'ADE .1-6" w am, �FI�L \ MALL VERTICAL CONIC. ,:BLOCKING PER ;DETAIL PINEMENT 6" SPOOL LENGTH TO FIT (FLxFL) - 1-6" 90' VERTICAL ■�Ilj ■ �r1� N w (j) D IM: CO Z Z O 00 a a � E TM C) w J = > w m N i Ci7 Q Q 3 > Ln � 4 O co LL o _ H v 11 U T \ z m 4 o o v � P P y 9 o m n «' 0 U Q 0 6"14' in (MI 1-r MTE WLVE (FUEL) N CONIC.'. THRW BLOCKING = & cwo BEND (FLxFL) Z cr CONC. THRUST O z 5" SPOOL LENGTH TO FIT (FLxFL) w Z z w I HYDRANT INSTALLATION DETAIL < o N ; o z - CS NOT TO SCALE Q CO z w AS-BU/L T N N ZE Ln � Record Drawing Certification 00 w > Y U L0 lEL SURVEY PERFORMED IN These drawings conform to restsxa-sanstnrstieA--racorCs� APRIL 2000 �N ON S By Date ��U (� d�� Ttle/Position LTOR SURVEY/NG Se:4i!!CES J Z. u Confirmed by City: Date Q C w 1 p7 VAS PROJECT REF.' FAC0012-99 C0�5Jy " Y These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Fs FD/STEE•�W\�-.., ]..64JXP Q �. `T/AMA L C' Approved By: �"'^^+�� i Q m `o EXPIRES 9 23 99 -/�]�» 0 ^ �i Des ,joraved., '�-'!f U fe: P:\SDSKPROJ\7010\ENGWEERWG\7010-WS2.DWG Date/Time: 09/01/1999 09:29 Scale: 1=40 joson Xrefs: Z7010-S,Z7010-T27010-8, Q 3a7 pp 0 (eQ.K 3' COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 6' COMPACTED DEPTH CRUSHED ROCK BASE COURSE 00 0 6 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE 1' COMPACTED CLASS 'B' A.C. 1-1/2" ASPHALT EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE m 6" POURED CONC. CURB WITH 1 1/2" RADIUS ON CORNERS LANDSCAPE OR SIDEWALK - 2-/4 BAR CONT. FILL ASPHALT PAVING FORMED IN -PLACE CONCRETE CURB (ALONG NORTH AND EAST PARKING) NOT TO SCALE CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 3. ALL DISTURBED AREA AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BEHYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH EROSION CONTROL NOTES. 4. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER CUT/FILL OPERATIONS COMPLETED. 5. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMETATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES TO BE REMOVED ONLY UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. 6. CONSTRUCT DETENTION POND AND ACCESS ROAD. 7. INSTALL STORM SYSTEM, EXCLUDING PORTIONS ALONG EXISTING T.E.S.C. PONDS ON EAST PROPERTY LINE, PER APPROVED PLANS. B. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 9. INSTALL SEWER SYSTEM PER APPROVED PLANS. 10. INSTALL WATER SYSTEM, EXCLUDING PORTIONS ALONG EXISTING T.E.S.C. PONDS ON EAST PROPERTY LINE, PER APPROVED PLANS. 11. CONSTRUCT NEW WEST VALLEY HIGHWAY IMPROVEMENTS PER APPROVED PLANS. 12. CONSTRUCT STREET LIGHTING IMPROVEMENTS ALONG 37TH STREET N.W. PER APPROVED PLANS. 13. MODIFY AND REGRADE EXISTING DITCH ALONG NORTH PROPERTY LONE AND CONSTRUCT MAINTENANCNCE ACCESS ROAD PER APPROVED PLANS. 14. TIME UMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 15. REMOVE PORTIONS OF TEMPORARY EROSION CONTROL MEASURES TO FINALIZE THE INSTALLATION OF NEW UTILITIES. 16. INSTALL REMAINDER OF STORM SYSTEM ALONG EAST PROPERTY LINE. 17. INSTALL REMAINDER OF WATER SYSTEM ALONG EAST PROPERTY LINE. 18. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 19. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. 20. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 21. STABILIZE/HYDROSEED EXPOSED AREAS IN ACCORDANCE WITH THE LANDSCAPING PLANS. 22. CLEAN STORM DRAINAGE SYSTEM. EXCAVATE ALL ACCUMULATED SILT FROM DETENTION POND. 23. CLEAN SANITARY SEWER SYSTEM. 24. CLEAN WATER SYSTEM. 25. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. 26. COMPLETE INSPECTION/ PUNCHUST GRADING AND STORM DRAINAGE DETAILS SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON BOLTS 55. 77 STANDNI GALVANIZED STEEL ER/STEPS 12 O.C. 30" BAFFLE o 12' o WEIR LENGTH-1.70' MIN. III 0 24"x24"x24' PVC TEE RUBBER GASKET JOINTS (REMOVABLE) 24' BNLET �► o O EL= 1a*3 [� PIPE SUPPORTS 41 N CB#3 TYPE 2-60' CONTROL STRUCTURE SCALE: 1"=2' ADJUSTMENT BRICK (4" MIN., 16" MAX.) OFFSET TOP SLAB SUPPORTS 100 YR. Q= 5.13 CPS 25 YR. Q= 3.15 CFS 10 YR. Q= 2.15 CFS 2 YR. Q- 0.67 CFS INVERT EL=A5,9e- 45.78 WATER TIGHT 4' MIN CONNECTION PVC MANHOLE ADAPTOR DEPTH-0.2' MAX 6' MIN TOP OF POND EL=47.0 O TOP OF ROCK EL.=46.0 6" MIN BOTTOM OF ROCK EL=45.5 6" MINI. DEPTH, 2"-8" Uk QUARRY SPa.LS GRAVEL FILTER WINDOW DETAL NOT TO SCALE ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% ) OR ( MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40-60%)Y OR {(MEDIUM STONE SIZE 6' PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2' RIP RAP SPECIFICATIONS MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL SENIGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAL 10 TRIFOLUM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RIEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDNOSEEU ® BU POND HYDROSEED MIX SPECFICATIONB CB#3 PLAN VIEW SCALE: 1 "=2' G[Oj W 1. STRUCTURE SHALL BE TYPE II CATCH BASIN 48"0 MINIMUM. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 2. SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS OF THE DESIGN STORM, SHALL BE BY THE BIRD CAGE RISER AT THE NORTHWEST CORNER OF PROPOSED DETENTION POND. 3. THE OUTLET PIPE SHALL BE 24'0 MINIMUM AND SHALL BE DESIGNED TO ACCOMODATE THE MAXIMUM ALLOWABLE DISCHARGE. 4. THE BOTTOM ORIFICE HOLE SHALL BE A MINIMUM OF 3 1/2"0. 5. PROVIDE AT LEAST ONE 3" x 0,0900 GAUGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0- VERTICAL SPACING). 44 44 APPROXIMATE SEASONAL HIGH'wrol GROUNDWATER ELEVATION=43.03 T. 0 POND BERM EMBANKMENT MUST BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL (OR ADEQUATE COMPACTED AND STABLE TILL SOILS ANALYZED BY GEOTECHNICAL ENGINEER) FREE OF LOOSE SURFACE MATERIAL, ROOTS AND OTHER ORGANIC DEBRIS. BERM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY DENSITY, MODIFIED PROCTOR METHOD PER ASTM 0-1557), PLACED IN 6" LIFTS WITH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE TEXTURAL TRIANGLE: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. EXPOSED EARTH ON THE POND BOTTOM AND SIDE SLOPES SHALL BE HYDROSEEDED. ESTABLISHMENT OF PROTECTIVE VEGETATIVE COVER SHALL BE ENSURED WITH MULCH. POND BERM EMBANKMENT SPECIFICATIONS 1/ E5 N cc CO W : I rn a a go cL 7 w 0 V)j J 2 � > W m � a a W LO ILL. ° ° ° on z s U C a a z YY> a, c x O 0 U < O 44 GVAIIVN=4J.V2 �"� (1� V� S U U xsrr oF..PQNQ 40 o s SECTION VIEW a F Z < z SCALE. I"=40' HORIZONTAL w N g z 1"-4' VERTICAL G M N N p -...... ..... ....... .........._ __. _.... O N 00 Z , p co N n > m O 00 0_ z AS-BU/LT <w' z N N z - H In in Record Drawing Certification ONO w 5 NL U V FELD SURVEY PERFORI ED IN These drawings conform APRIL 2000 ---- ! i "ONr By Date A Sd� Title/Position 01. -1TOR OF SURVEYING SEt i'cS J _- & 2J Confirmed by Cfty: Date _.-_ w lJ 2 PROJECT REF.FAC0012-99 These plans are approved for contormonce with the City of V Auburn's Engineering Division requirements. E q, Approved By: z y�7�9S a ^ Date Approved: ° IR 0 307 000 16- 0* GRADING SECTIONS SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON PROPOSED BULZIM `A` PROPOSED 4' HIGH VINYL WI FF. EL-V.0 COATED CHAIN LINK FENCE WEST VALLEY FV FWALKHGFWAY PROPOSED a' ulru vum IF ' APPROX... EXISTING :/ ............ 44....... ...... :. _.. _.. ......_..... ........... ,....... _.... ___. GROUND SURFACE v \ 4, ' APPROXIMATE SEASONAL HIGH �y - GROUNDWATER ELEVATION=43.0f : O SECTN)N A WGA SGLE f -40' NOWWAL .........ems..._...... L........_... .....` — PROPOSED.. _ _ _.... 5i7 PAVEMENT; P SLOPE - APPROX. EXISIHIG PE VARIES (GROUND SURFACE i :O SECTION ....._ _ SLOPE NARiES. - ..... ........ W ,._ .6ASf \ - Ct` IN PLACE •m 5�`_... in o n ^ n ....; m t n ry 6 ; 40.......................... . .... _ .. 4fl...... 52 ;....... / 52 SEC110N VIEW - UK INU IU I'MMKIT LAVE 48......... .... ....... _.._.._. .... ... ... � .... :... AND eEraio :... SEECTION VIEW D Soxe 1 `-40' HORI,-ONTAL WEST VALLEY PROPOSED H IFWAY WALK 6-4."s '�—PROPOSED 4' HIGH VINYL .......COATED _... ..... ..,..... ........................_ ......... ............................... .. .L... _. _.___ _ _.... 6..4_. CHAIN- LINK FENCE W PROPOSER CONC. 13 RETAINING j WALL PROPOSED 4' HIGH VINYL COATED CHAIN LINK FENCE ^^" ..�a. P., EXTRUDED _ ......... .. ....... _ ......._ CAST -IN -PLACE _. .........CURB........... �+ V.O... CURB - 'o_ PAVEMENT; PROPOSED PAVEMENT; PROPOSED - PROPOSED SLOPE VARIES SLOPE VARIES PROPOSED PAVEMENT; A PROPOSEDPAVEMENT; .. ME.e�.. PROPOSED CONC. IIr PAVEMENT; : SLOPE VA IES SLOPE VARIES IE SLOPE 5 RETAINING WALL . ....... ........ y. ...:.... __ _ _s - LOPE VARIES — - _...-...-„-- - _ _-...._ _ ..._ "+.... .• -, ---�--dd� �-.1, Y ..,T # U C0 z O H U w a z Er a Y a IL w o Y m � n 0 v m }p W APPROX.EXISTING - - :D GROUND SURFACE o z 52......... O SECTION O z i x oz z ¢ z W APPROX. EXISTING 5 M GROUND SURFACE a N N 0 U 0 O SECTION .. O N 00 O SO a^o z W PROPOSED SILT PENT Ei T1 OF ,, ,... A S—BU/L T r z Z (PER SHT. � N N z _.�� W Record Drawing Certification w N N 44...... 44 . Y v U N 10XIMATE SEASONAL HIGH NDWATER ELEVATION=43.Ot L+ /DTI /_\ SEC 1 ION VIEW+ FIELD SIH7 Y PERFORMED MJ t tl , 2/C "-40' q APRILm20g con to st,'sa-resaxds_ o 4 N , SCALE: 1 HORIZONTAL : `-4' By Date J "� Sb 1 VERTICAL �'� _. .. i.. .... ...._.... . ._. ... .. _ _... i...__, _: TiHe/Position 04iEC;'JR OF SURVEYING 3cRV7CES 2 Confirmed by Clty: Date C w PROJECT REF. FAC0012-99 .0 These plans ore approved for conformance with the City of 4uburn s Engineering Division requirements. T � O r E Tote Approved: P U C-Y J V / vc✓ ,v . I I I GRADING SECTIONS SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON ......... ......... ........... ......... ...... ....... ....... 65 .... 70 ......... 82 i 65 610 .. _ 55 SO 2't ROC10F j N 6' CRUSHED BASE COURSE COMPACTED TO 95x ..... .. COMPACTED.. BASE _..._.... ..._.. APPROXIMATE SEASONAL HIGH GROUNDWATER ELEVATION=43.03 DITCH SECTION C2 SCALE. 1"=f0' I111111111111NTAL 50 .......... 4 n DITCH SECTION C2 SCALE: 1--10' HORIZONTAL I.=5' VERTICAL I r -CRUSHED BASE COURSE COMPACTED TO 95X ........ COMPACTED BASE E706911Cvu � _ r " MAINTENANCE AND ACCESS. ROAD _. ............ :....._............_... Yt RDCKERY ..._6 CRUSHED BASE COURSE. COMPACTED TO 95% _.... COMPACTED BASE APPROXIMATE SEASONAL HIGH z O U W C� z W Rol Y Q a_ W 0* B N W H cc fA W - r 0) Q Q 00 J = CV) > W m N Cl) Q Q W > L0 L Cl) LL o m rn m = CD _U 0 5K " a� x o r- Z Q Z w Q 7 N N O N OJ Z - Z W w AS -BUILT __ � N N W - N Z u7 'n Record Drawing Certification 00 W '41 " Z � Y -- OW FIELD SURVEY PERFORMED IN These arc wirr��44sconform t - -- ----- -- - - - - -- ----- - APRIL 2000. ONr By Dote zo Title/Position DIRECTOR OF SURVEYMOS SERVICES Q Confirmed by Clty Date T _ w K, s O ( NA v PROJECT REP' FAC0012-99��V GONSJy These plans are approved for conformance with the City of Auburns Engineering Division requirements.. C/STERN ��`" O 'NA L f �' Approved By, � /CAI ✓.. ..� ... ...-( CALL BEFORE YOU DIG: 1-800-424-5555 OVERALL HORIZONTAL CONTROL PLAN r' I SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON 37th STq"T mow. W y � 1 I t � BUILDING I _ - E 5797.2553 If 84422C4598 N --I 1 L E 5952.1608 - —_ .....— BUILDING "B" 4 I t� MATCHLINE, SEE SHEET C10 4=■ A S-BU/L T Record Drawing Certification FIELD SURVEY PERFORMED W A These drowi s conforT to PPoL A Dote eu Title/Position CTOR OF SURVEYWG SERVICES Confirmed by City: Dote PROJECT REF. FAC0012-99 Y///97 a/ These pions ore approved for conformance with the City of Auburn s Engineeringg- Division requirements. Approved Dote Approved: 9r ki, O CV cr cr) T rn a a 00 rn J = z > j W m v Q Q 160 co LL U I v Z moda" O O U Q O = U U � z j w O N z 3� a � D x < o Z w Z Q C) O N N N N z K Q O NO 00 K Z ^a i i zW w _ N Z N N J K — Y.4-q- UM a E C) i v a N0)1 U rile: P:\SDSKPROJ\7010\ENGINEERING\7010-H1.DWG Dote/Time: 09/01/1999 09:31 Scale: 1=40 jason Xrefs: Z7010-S,Z7010-T,Z7010-8, 0307 00f%16,0j OVERALL HORIZONTAL CONTROL PLAN CALL BEFORE YOU DIG: SECTION 1, TOWNSHIP 21 N, RANGE 4 E 1-800-424-5555 KING COUNTY, WASHINGTON z r-4o, Q 0 20 40 80 Q Z O Y MATCHLINE, SEE SHEET C9 L M s L L L� � a^ Ma M♦MeMe a e l �e�•.•�e�e�•...•.•.•.•.•.•.•.•.•�.�as �� L ILM 0 �e �e�♦M♦=♦= e M am a M•.•.•.•.•.• Me mom ♦MMMS ■M■ ■• u u U u IL ♦ _—.._ F— ♦. \ __ I N 8236.6716 - z (J) 583. N37 E 43 9324 E 5540.288Lu I 1 7 E 1 rc z z z .1006 M ♦�♦�♦ N 817,4.6641 "�f v A\ `v A\ E 54 6.8763 c c i i n' \\\\• a I . N 81580387 — y E 5507.7892 \ $ e � ` + ----- i E60 N 501 1 4 v !,------------ — n n V �2\ • I 1 I a bn t0 10 Y 1q [V � Z \v A `V I I _.._......... . 8067.0971 E 5576.2616 — N \ BUILDING "B" W N 8020 6 CM E o7979.13913sa cr co W - vV z z 0 I OD I I p -- ?� T W` r\ \ > W m N 6 \ 14 7921.7116 1 \ \ \ I 5680.1496 i J Q 6066.643W Q 4 E4351 6078.854.M12 4 Cry \ \ \ O a r m a m N774.4 4 , E 6077.9644 N 7728.4072------------- E 5724.6017 l I �L Z > I I `J ~ U Z K z I l i .� N s N oZ z yy� '� 7653.6534 ,p z ¢ w ♦{j l I E 5723.0533 j N S i __. ............ Q M N N C E 5946.2963 - ... C N 00 z o_ 511 7618.2679 N I o� cNo � z E 5744.8636 A S-B LC) L T� z N N Z— W A 6014. 12 Record Drawing Certification 0000 W N N 5 v < 11 �I � PRIL I ) ! I 2 I E 6055.590398A912 These ro�i� cD onfam to IEL f/RVEY PERFORMED ON, E 13.639 f I 7611.86 9By Date re. `C Ttle/Position 1NBCCroR OF SURVEYM SERVICES V 4 --�- / N 7 7. 7 Confirmed by Clfy: Date K. B M r r WA PROJECT REF. FAC0012-99 91/414 �l-p oNyJ" - 1 ` These plans ore approved for confamronce with the City of I ( N Auburns Engineering Division requirements. f 72 �SIONA LTE u ENG\� S E O EXPIRES23 9a EXPIRES 9 9 improved By' %c1Q i s Date Approved: 0 Flk: P:\SDSKPROJ\7010\E4GINEERING\7010-H2.DWG Date/Time: 09/01/1999 09:31 Scale: 1=40 joson Xrefs: Z7010-S,Z7010-T,Z7010-8, - Q307 00V 1604 A w 0 v B n O k 2 z O I 00 Z Pkm z y I la i 253'-2" i 37TH STIlgEf KW, 19%T� °GSH I 'was" o 8 II REVISED PER CITY REVIEW 118/7/991 JGH I AS I DK8 I REVISED PER NEW SITE LAYOUT t�t/iN7yFS:ll�ie]Jf.�1tTi .1:1�:; a5b�? �l: �:Zdlil:i ai;a� Date IIIA: Wiwi A1x0j Job Number �GM (/ Designed JGH For: Title f� M Scale: 18215 72ND AVENUE SOUTH 7010 mT r, �Z KENT, WA 98032 Drawn JGH Horizontal WEST VALLEY PARTNERS SITE PLAN (425)251-6222 Checked As =so' 3615 W. VALLEY HIGHWAY. N., SUITE 201 Sheet (425)251-8782 FAX 0 U ti _ ApprweA—DW Vertical AUBURN, WA 98001 C" CIVIL ENGINEERING, LAND PLANNING, N/A SG�T EQ' SURVEYING, ENVIRONMENTAL /i/M NTAL SERVICES Date 5 C11 _, 11 /NG E"�.tN� (253) 939-1800 WEST PARK ROADWAY IMPROVEMENT PLAN CALL BEFORE YOU DIG: 1-800-424-5555 If RFr SO / I RIMA IE W. 8'RPP47. / IE E. 127PVC 47.2CID2 �' / NEW IE-0}+ "(12" S)47.29 ,— -_4C6 / / SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON LANE USES ITROL SIGN 1i TURN -_ONLY REMAIN "Okswin1 T—IXISTING TRAFFIC SIGNAL LOOPS / TO BE PROTECTED IN PLACE IX, LANE US ' CONTROLS N TO Iy m8o1�11 1M1 10 —M— _ _ —M 1-6" GATE VALVE (FLxMJ) 1-5 1/4' FIRE HYDRANT ASSEMBLY PER CITY STANDARDS REMOVE EXISTING PLUG CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATERMNN 090/0 411 M— — h —,yy�_..-- _ CURB AND GUTTER BEGIN NEW EXTRUDED CURB __ -__ '3rk.4TdLF 7 LF 12 CL 52 DI — a a R-054.90 I srf r n L v 1-90- BEND (MJ) —. MIAY -..--.-- CONC. THRUST BLOCK), -- - :VALLEY ---- -- - -- - _ _ _ — - —`—_� _ _- - --- --- EXISTING TRAFFjC-.SICIML-t90P"�. TO BE REPLACED WITH NEW 6. �� <.� DIAMETER ROUND LOOPS. NO �' �— ' SPLICING 1� ALLOWED IN STREET. Cam-' PROFLE 5 ORI2. 1 "=2' VERT. I ! z ■ a J _� e - - —---�- - - -_-- RELOCATE, EXISTING __ ��` -�- LANE\USE CONVOL- - ■ 5 Z SIGN � THE -- M LOCATION. SHOWR -" R' = V1 2 x � 0_ d' R' 0_ W �IS� V•�— 6 ROW —''F= �~~t1aa�'aaa�ir — — -W >0155.6K J0000000 ! muwi M NZ9 43'47 Yt y Ln H 0 of .W -----„ 0 Q xWCUTL%RrS���ii���� - —RELOCATE EXISTING--_-- .--sIGNAreOXYb itiEJRI O - --- - �m _ A !� - \ ■N 1 ■ A S-BU/L T K• A 01 NA F� Record Growing Certification PROJECT REF. FAC0012-99 REF. f:fL SURVEY PERFORATED 1N These plans are approved for conformance with the City of >hese drawings conlorq to 72 APRIL 2000. Auburn s Engineering Division requirements. �ISTEPEO R4`'. By (it1 S1n'AL EMX' Title Position /RECTOR OF SURVEY/NG SEn'V1CF_S � � S.a1vXD Approved By: MRES 9 23 99 Confirmed by Clty: Date Date Approved: 117h C3C7 0001604 W N C0 T < ,(r l 0) M W 41 Q in W T� ` Ld M N t5 J Q / / 3 L0 'T^ W 0 C0 LL N o O C 2 ' o r > � W O Zn Q x S mil � < � O y O \m NI NI C 3 o N o m a 5 O O U Q O m a E 0 � v z 0 CALL BEFORE YOU DIG: 1-800-424-5555 ----------------- VEILIng �.•�•.•. ROADWAY IMPROVEMENT PLAN SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON --------------- rn SEE L: ON -Sat WATER -FOR WATFIRMAINDESIGP "•�•.•-.•. REMOVE ExPsnNc TRH CONSTRUCTION /LMTS - — — — — — — — — — — TYPE "C' PER C.O. AUBURN STD, DTL STDw-1 AND STDW-3 r- SROW -x' 15.00' •R ��, VACATION n -11 -- CO u..�ioo. �.._ _ DEDICATION ,n -'rc�a: - - ' N2� 43 4J % W � ,, - Te• i { . Y ._ . . -.-, M1 REMOVE EXISTING i ,:�01) co 'GUARD I;AfL p y .!-.... 152 LF 12' a 52 DI r' _. - — ST sslNc y O�_. F __. '--`�J - __ -_ _—�,:._-_ -- of -y.._._.-._.___..._ /-._._...-_ _- -_- ----_ ---_ 4_.... +`— 8 -- -_ TOP _. ___ .�-.-. _ - :. �� sAwcur LMKTSJ ° _ sTA n+79, n LT —.._ 8 . -SA�R LIMITS 1 ,N Q Sl' 4�....-___CCA�Kif�lNilOCl(MC 356:- O U)� -- -� S ADJUST RIM OFINS7ALL LT - ----- h EXISTING TELEPP,OIIE n.. .—_...� .�0 ----—..—.—.—_— m W _. _..__ - -__ - ____ __ __- t-7T�6" _ E_( -- l-.._._- TS MANHOOLERTO NEW �� __ .. _— _--....... jJ. �` __ --_ _ --_ -_-_ - ___ _ m Z•. _ 1-12" 6ArE VALVE R FLxM) ) \ _. ...-._.(l�Y.. _ __ __ .._.� ..—.._ _ ____ __- ____ __- _ _ -_- _ J-------._� -, ��, ��/) , ,-fi" cA QVE (FLzMJ) WEST VALLEY HIGHWAY � � � -1_ 1 1-5 1 4" FlRE HYDRANT ASSEMBLY '-'''� -0- , m ,. PER CRY STMaMtDS PIWiCPAL ARTERIAL �- =� ' r —' j' j) fl—L�17G1MRVl1-QOCKING — — �- — — --- I .... ..... ..... . ., ... .. ... .. ... ..... .. .. .. .. ..... ... .. . .... . ... ........ .. ..... ........ .. ........ .. ... .. .._... .. .. .., ..., ... .. .. .. ... 64 _ ..... ...... ... . ....._ .... :.... ..... — .. — . :.. ... ... ... ..... .... ... ...! EXSTING :'GjNOE ... ,Ii40lpM•MpE ...... ....... ...... .. .... ... _ .. ... .. �:... ::. :: ::: :: .. .. .. ... ... ..,.. . ..,, .... ... .. ...: ..... ... :.. .:. 0 ::.CEMflR.. 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IE=58.2e-(12* N) 56.�... ::: -:. ....... ...... .. _ __. _.. _.. ... ..... ... ... .. .. ..... .... ... .... ..... ... .. ... .... :::::. ::. : ... ... ...... ..... ... .. .... ....... ... _.... ......._ ..... ... ....... ......... ...... ........ ..... :54. ..... ... .. ...... .... ... ; ... .. .. .. .... .. ... .. .. .. ...... ... . ... .: .. :.. ... ..... .... ... .. .. .. ... ..... ... .. .. ..... .... ..... ... .. ..... ... :.. ... ... 52::. ... .. is ..... .... ..... .. .. ...: .... ...... ... ;:. .... ... i .... .. ..�� : .. .: .... ... i.... :.. ...: :. ::: ::: :: MM :'a7 G' �N .... ....... 15fw 16+00 n+00 18+00 19+00 20+00 PROFILE SCALE: 1'=20' Hi 1'-'2' VERT. t7 R6 AS-BU/L T U Record Drawing Certification PROJECT REF: FA00012-99 y1AY777 FIELD SURVEY PERFORATED GV These plans are approved for conformance with the City of These drawings conform to Fe-eex.�kraefie- - Aubum s Engineering Division requirements. APRIL 2000. �� _!Vt/cc By Date^l Title/PositionD TOR OF SURVEYING SERVICES Approved �.:�/le✓E'V� PP By: Confirmed by City: Date Date Approved: 7/S z Q J a- z W CL Q Q M Twj Q N F_ CC C0 _E 0) Q Q 0000 IL 3 a °; rn Jco = co Q > LO > W m N Q J W > 3 3 U) CID tL p O -' a N o II Y z • O - S pl N y V N N m rn E 3 V tl O z N 5N a� Z X Q p w W g Q N N N Z Co5 OM N , Z> N N 00 I Q 3 Zw z u) In U N N - w H J j 5: 00 LJ �� LJ E O tl z O t o N W+�r vvLiro�, CALL BEFORE YOU DIG: 1-800-424-5555 > "n V W ROADWAY IMPROVEMENT PLAN 1010i•10 1 ARYING 77 ►���.� - V TIFNI SECTION 1, TOWNSHIP 21 N, RANGE 4 E K1NC COUNTY, WASHINGTON ti S 85' D�40'2523• _ SAWCUUI�iFTS--' _ � T-210.94AV INSTALL �, ^ __ �1--�2xB; TEE (MJXFL) y ____ _ -i-;i' CAlPM1L1f.E (FLXMJ)_.__.---. __.4,�_ 1!-`ff-8'- OI Yt. EXTENSION - 1-F.H-t15SEMBLY PER C OA. SCALE: 1"-20' HORIZ. 1--2' VERT. Z J oc T� srrla W YERJ?.9�E AND- �+ 5 �+ �+ �+ �+ �+ Y =1 �1 SEE ON SITE WATER PLAN chi chi > EL L-107. FOR WATERMAIN DESIGN W W W STA.25+21 MAT c L .� \ �Z> ` , „_.^' '�•.,d (f MATCH EXISTING SIDEWALKW Qo N N N � N N ,QURB AND GUTTER, REMOVEZ Zi ai a E E "EXISTING ASPHALT RAMP a ¢ ¢ m �- \ BEGIN N(4 DW SIDEWALK, m m m m m m m Q •CURB A D GUTTER o g c Y 12 Ov EDICATIOQ Q o; EE OCK pp� H 26 LIE I2'•.FL 52 BI — —'—�- / CONORMTHRUST BLOCKING - \ ,.� .,� ,� i ACTOR TO FIELD LOCATE AND VERTICAL AND HORIZONTAL IN OF EXISTING WATERMAIN E5 N (r cr) T 0 a a 00 Q 7 01 J = g j > W m N .� a a 3 > LO�/� (/0�r� ) u O O 2 f _ O > � O Q all m. n N' p O m Y 0 V C N m O A Q 0 AS-BU/L T C 1 Record Growing Certification PROJECT REF FAC0012-99 9/1�9' f" �b� . yo C0N FIELD SURVEY PERFORMED UJ These plans are approved for conformance with the City of lMse drawings conform to ---- - - Aubum s Engineering Division requirements. 00. APRIL 20 Iy Dote �A, v D CTOR OF SURVEYING SERVICES )/\)a'a' 0— E O C� Title/Position Approved By., < / - I � ��N' Con/firmed b City. Date o Y Y Date Approved, —.. 9U7 93 CALL BEFORE YOU DIG: 1-800-424-5555 LIGHT POLE SCHEDULE ILLUN. NO.1 STATION CIRCUIT TYPE III DIST-WATT I MT'G HGT MA STANDARDS 1 14+50, 35 LT 1 MC3 - 400W 35 12' CITY OF AUBURN 2 16+50, 35 RT 1 FUTURE - 400W 35 12' CITY OF AUBURN } 16+50, 35 LT 1 MC3 - 400W M. 12' CITY OF AUBURN 4 20+50, 35 RT 1 FUTURE - 400W 35 12' CITY OF AUBURN 5 22+50, 36 LT 1 MC3 - 400W 35' 12' CITY OF AUBURN 6 24+50. 29 RT 1 FUTURE - 400W 35' 12' CTTY OF AUBURN CONSTRUCTION NOTES: to- INSTALL DOUBLE SOLID YELLOW LANE LINE WITH TYPE 1Y AND 2YY RPM'S PER STD. PLAN TRLM-1 & 6. to- INSTALL SINGLE BROKEN WHITE LANE LINE WITH TYPE 1Y AND 2YY RPM'S PER STD. PLAN TRLM-1. o- FUTURE STREET LIGHT LUMINAIRE, POLE, AND FOUNDATION PER CITY OF AUBURN STD. DETAIL TRSL-2. \� STREET LIGHT LUMINAIRE, POLE, AND FOUNDATION PER CITY OF AUBURN STD. DETAIL TRSL-2. So- STREET LIGHT JUNCTION BOX, TYPE 1, PER Cltt OF AUBURN STD. DETAIL TRSL-4. Go- NEW 2" CONDUIT (PVC OR RGS) PER CITY OF AUBURN STD. DETAIL TRSL-5. V TRAFFIC SIGNS SHALL BE INSTALLED PER CITY OF AUBURN STD. DTL. TRSP-1. GENERAL NOTES: 1 —PROVIDE AND INSTALL CHANNELIZATION AS SHOWN IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS. 2 — TRAFFIC SIGN AS DESIGNATED ON THE PLAN AND SHOWN IN THE SIGN LEGEND SHALL BE PER MUTCD. 3 — ALL SIGNS SHALL BE IN ACCORDANCE WITH MUTCD CODES AND SPECIFICATIONS. 4 — PROVIDE AND INSTALL LUMINAIRES AND LIGHTING EQUIPMENT IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND W.S.D.O.T. SPECIFICATIONS. 0 STREET LIGHTING, CHANNELIZATION AND SIGNING PLAN SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON LIGHT LEGEND: NEW STREET LIGHT PER CITY OF AUBURN STD. DETAIL TRSL-2 m NEW TYPE I J-BOX — — NEW 2' CONDUIT STREET LIGHT SERVICE CABINET PER CITY OF AUBURN STD. DETAIL TRSL-3 SIGN LEGEND: B❑ SPEED p LIMIT 40 P THE R2-1 R7-101 1=40 ioson 18 NEW SERVI RELOCATEDCE CABINET SIGNAL BOX EX. SIGN SIGN D, n r z m tt T m m D W O m EXTEND CONDUIT TO SAWCUT LINE EX. POWER POLE YD: EX. GUY ANCHOR EX. Pow ER EX. POWER POLE LJ Record Drawing Certification EX. _ANCHORQ' EX. POWER �Z POLE m i 3 ca U 2 U ■mmYmmm EX. POWER ' m b Yo POLE W ■r. �0 p>> Is 0n 0 z Q z 0 N J Z Z -J Q IL BUR z_ V Z z F- U5 J W W Cr - N (n (L W �i O N cr) Z) cc C0 ' T a a 0 00 3r Q I > W m N Q Q W W > LID N o II r > i _` my x! v�, a 1'' V a N O 0 U Q O = U U o SN w J a ¢ X oZ' zw Z w gz N C3 N N no N 00 p m N r- 00 � cD 00 ?> ¢ Z \ Q Zw 3 u' i �>> N Z N N J K AS—BU/L T IECT REF.. FAC0012-99 9 i19y FIELD SURVEY PERFORMED 6V Deese drawinggs conform to APRIL 2000. These plans are approved for conformance with the City of Au bum s Engineering Division requirements. By Date O Title/Position DIRECTOR OF SL47VEYNG SERVICES Y Approvej By: �.ieN{nr>w+ E r i 0 Y r o Confirmed by City: o Date Date Approved; �. �..r v..• / V � ✓ � o v �1 DIED. 1 5.5' 1 11' SIDEWALK 35' PER 2.0%�1 3.0% (4(' THICK CONCRETE SIDEWALKJ 2PER C.OA CRUSHED STD. -)) // RFAC OP 2COURSE NEW CONIC. CURB & GUTTER �" PER WSDOT STD. PLAN F-1) W CRUSHED SURFACING TOP COURSE I:N.:Aaaa ROADWAY SECTIONS SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON EXIST. ASPHALT PAVEMENT S OCUT EXIST. PAVEA2M 0 FOGLINE 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 6" COMPACTED DEPTH CLASS 'E' ASPHALT CONCRETE 9' COMPACTED DEPTH GRAVEL BASE COMPACTED TO 95% ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS STATION 13+66 - 19+00 WEST VALLEY HIGHWAY PRINCIPAL ARTERIAL NOT TO SCALE u i / �SAWCUT \ 4" THICK CONCRETE SIDEWAL EXIST. PAVEMENT FOGLINE )K)��y// 2COURSE 'B' CRUSHED SUR ACINGOP i COMPACTED DEPTH CLASS ASPHALT CONCRETE NEW CONC. CURB &GUTTER Ir COMPACTED DEPTH CLASS 'E' ASPHALT CONCRETE ((PER WSDOTSTD. 2' CRUSHEDHED PLAN FW RSE SURFACING TOP OP C U 9" COMPACTED DEPTH GRAVEL BASE COMPACTED TO 95% ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS STATION 19+00 - 20+50 WEST VALLEY HIGHWAY PRINCIPAL ARTERIAL NOT TO SCALE SIDEWALK SIDEWALK (4(" THICK CONCRETE SIDEWNX )—// 2 RCRUSHED SURFACING TOP 2COURSE NEW CONC. CURB & GUTTER TPER WSDOT STD. PLAN F-1) W " CRUSHED SURFACING TOP COURSE SIDEWALK (4(" THICK CONCRETE SIDEWALK — // 2 CRUSOHED SUR ACING TOP 2CIOURSE NEW CONIC. CURB & GUTTER PER WSDOT STD. PLAN F-1) W " CRUSHED SURFACING TOP C URSE IES 35'-41' PER OF"14:k �I 14'2 VsNIEs Y W N EXIST. ASPHALT PAVEMEFf�-- m SAWCUT EXIST. PAVEMENT • FOGUIE � 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 6" COMPACTED DEPTH CLASS 'E' ASPHALT CONCRETE — 9" COMPACTED DEPTH GRAVEL BASE COMPACTED TO 95% ADDITIONAL TREATMENT MAY BE REOIIIRED DEPENDING ON SOIL CONDITIM Q$ STATION 21+15 - 23+85a WEST VALLEY HIGHWAY PRINCIPAL ARTERIAL NOT TO SCALE EXIST. 14'f VARIESa 111 4 4T� EXIST. ASPHALT PAVEMEIR SAWCUT EXIST. PAVEMENT 0 FOGUIE 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 6' COMPACTED DEPTH CLASS 'E' ASPHALT CONCRETE 9" COMPACTED DEPTH GRAVEL BASE COMPACTED TO 95% ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS STATION 21+15 - 25+12 E_E WEST VALLEY HIGHWAY PRINCIPAL ARTERIAL R3 NOT TO SCALE 0 ¢ Z 0 W Q $ cr ►- T O N W H CA � x Cl) W r r 00 O Q Q 00 Q 7 Cr) > W m N Cj Q Q W > LO (G' �$ Co IL 0 �1 ° N O o II - � C j a 2 o o Y ai y > n w •. /� EXIST. ASPHALT PAEMENT 4" THICK CONCRETE SIDEWALK (PER C.O.A. STD. DTL. STSW-2) W// SAWCUT EXIST. PAVEMENT 0 FOGLINE p w Y CRUSHED SURFACING TOP L`OW& 'B' N 2" COMPACTED DEPTH CUSS ASPHALT CONCRETE a NEW CONC. CURB & GUTTER ((PER WSDOT STD. PLAN F-1) W// 6" COMPACTED DEPTH CLASS 'E' ASPHALT CONCRETE w z x ¢ z w 2" CRUSHED SURFACING TOP C6URSE 9" COMPACTED DEPTH GRAVEL BASE COMPACTED TO 95% w 5 < N N co N ao o ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS o W N DO z z -> Z rn '0 of z w w STATION 20+50 - 21+15 ^ 3 U-1 LO z WEST VALLEY HIGHWAY PRINCIPAL ARTERIAL w c-c> (-4Z N N R2 NOT 10 SCALE Record Drawing Certification AHD-BU/L T REF: V� ONr S d� z w Fffi1p SURVEY PERFORMED IN These drowinyys conform to ewe reetese-esnetrvetiav-reaer9� APRIL 200,0. These plans are approved for conformance with the City of Auburns Engineering Division requirements. By Date (� (- Atle/Position DIRECTOR OF SURVEYING SERVICES �\ Approved By 1 %-`1/1/��. E O z o Confirmed by City Dote Dote Approved: .� �1 g ° ^ N L0 l l' J V/ W (/ I O (/-r 50 0 tC In m 50 N COW PR )POSED MWC t GUTTEI . 1 BECKON APPRDXWTE SECTION 7 CV U7 CONC. PAVEMENT L APPROXIMATE SECTIONly GR AT Ln 0+00 70 li l 50 m 0+00 RIPOSED PROPOS C. WALK CONC. C PROPOSED 4' t HIGH CHAIN LINK FENCE PROPOSED ATCTI AT S ON APPRONIIM EX. GRADE SECTION PROPOSE \ RETAIN BY o 6 PERFORATE DRAIN PIPE PER B & T DESIGN, AND PROP ENGINEERING, INC. PAVE O r 50 O OD to MA 50 PROPOSEC D CONC. MW( .PROPOSED \ CRAOE APPROI EX. GRADE AT ; SECTION PROPOSED DRAINAGE\W QUA ITY PO U) PROPOSED PROPOSED 4' PROPOSED CONC. CuB CONC. WALK HIGH LINK PENCE CHAIN GUTTERt \ PROPOSED GRADE ATtPROP)SED SECTION CONC. MILI APPROXIAMTE jk,::WALL EX. GRADE AT \ SECTION 6' FORATED PIPE PER hIOPOM B & T DESIGN AND PALEMEWT ENGI ERING, INC. 1 0 0+00 70 I CONC. WALL S 60 5ED ENT 50 O r PROPOSED ONC. WALK CONC. CURB PROPOSED 4' & GUTTEII HIGHCHAIN i FENCE CRADE AT SE APPRO TE -PROPOSED IX. AT RETANI8IG SECTION BY OTHERS 6" PERFORA D DRAIN PIPE PER PROP091 B & T DESIG AND AV'MU ENGINEMING, W. 0 0 N 0+00 ORM fER MIC. LL D T m 50 ROAD SECTIONS SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON PPAPOSEE CONC. PROPOSED C .WALK At cumXMNTE Al CTION PR GR POSED DE AT SE QUALITY 1im M m LO 0+00 50 0 60 PRO 101SED PROPOSE CONC. CL C011 8 . WALK pT OPOSED 4' & GUTTER HIGH CHAIN FENCE \PROPOSED 61tl10E AT SECTION \ PROPOSED BY OTHERS APPROM11% EX. GRADE --- AT SECTION — — . " PERFORATED RAIN PIPE PER t T DESIGN 0 u' 0+00 70 1.77�7 PROPOSED CONC. CUM FCC' WALK f-PROPO_ 4' UIIIL rcln,c i A SECTION \ PROPOSED' APPROXNA _11�` MjAINING- EX. GRADE A T BY OTHERS SECTION 6" PERF D DRN. PROPO B & T DIESGN AND ENGINEERIK INC. N 1In D 0+00 JrI [Y@] (D PROPOSEIPr! CONC. C IC. WALK & GUTTE \ PROPOSED OWIDE AT APPROXIM4TE EX. GRAD AT SECTION PROPO DRAINAd QUALITY, 17-00 U) ad in 0+00 ED PROPOSm� CONC. WALK PROPOSED 4' 6C 50 1 t GUTTER LR IC FENCE ! !1 APPRCKW TE 4LIAINM WALL OTHERS EX. GI POE AT SE " PERFORATED RAIN PIPE PER. PA YEM & T DESIGN AND ENGINEERING, INC_ 21+00 00 r t(] 0+00 CONC. HALL 7C E° 60 COIIC PROPOSED COW. MILK PROPOSED 4' HIGH CHAIN i \ GRADE AT rE SECTION EX. AT - - - SECTION PROPOSED BY OTHERS PRO PA 6" PERFORATED ORNN PIPE PER 8 t T DESIGN AND IENGREIERI INC. O t r 0+00 D STORM \WATER POND ED 4f CONIC TALL :� f m ml. NOTES: 1. FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY SPEARS ENGINEERING AND TECHNICAL SERVICES. INCORPORATE THE RECOMMENDATIONS OF THIS REPORT INTO THE PROJECT. 2. ALL FILL MATERIAL SHALL CONSIST OF A 3 INCH MINUS SELECT. CLEAN, Z O U a W (L CO 0 RV, O N W CO Z) T_ W : r Q Q a) cc) (L3Q) cY) rn J > W CO N cr) a a > L CV) ILL d N ry V V I C _ , I P CC a o p U < p GRANULAR SOIL WITH NO MORE THAN 5% FINES. THE FILL MUST BE PLACED z IN LIFTS NOT TO EXCEED 12 INCHES IN 5 o THICKNESS. EACH LAYER OF FILL MUST L a BE COMPACTED TO A MINIMUM DENSITY z 5 E OF 957 OF THE MAXIMUM DRY DENSITY a M AR DE D BY ASTM DESIGNATION D-1557. N N � N 00 p z'0 M (0 00 W W N I w 3 In 0 z N N w>_ 00 W Y U u�j N ' °", s J� �k I b�" 2 A S--BU/L T = E .. w a Record Drawing Certification PROJECT REFAC0012-99 F �_ y � COd FELD SURVEY PERFORMED IN these plans are approved for conformance with the City of APRIL 2000 These drawings conform to Auburn s Engineering Division requirements. .. - _ Date ^1 f\� n a Title/Position DIR 7"OR OF SURVEYING RVPCES Approved By A."'1 A."' w �J O Confirmed by City: Dote Date Approved (D \��.Jni i�VV /VIV �LIVVII`ILLI\IIVV /VIV—\V<.v 11V UU10/111110. uu/VI/=v U�. JJ JCUIC. 1—GU /UJUII ATC[5. LVVIV—bm, QQV/ 00D/60¢ TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN CALL BEFORE YOU DIG: SECTION 1, TOWNSHIP 21 N, RANGE 4 E 1-800-424-5555 KING COUNTY WASHINGTON t \ 73'.E.W. ,1111111101, 17 CITY OF AUBURN GRADING AND TEMPORARY �S�l': E-, CONSTRUCTION SEQUENCE EROSION AND SEDIMENTATION CONTROL NOTES l/ `A " 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED DETENTION, SEDIMENTATION AND i "'�- „% R. s� EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND } / ' 2. UPDATE EXISTING TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN PER APPROVED PLAN AS CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO ENSURE THAT SEDIMENT -LADEN " NECESSARY TO PROVIDE PROTECTION TO ADJACENT PROPERTIES. WATER AND S ORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE / J+'_- �� �/ G, k / \� LAM OF �APo� \ %I NATURAL DRAINAGE WAYS. / /' iG II 3. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO - ' % (TlTK.AU \_ix GIL ; COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 2. THE DETENTION/ SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON �Ir� --',M� / ,�'' ' ' l \. \ K-I6.n THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS NEEDED TO MEET -i ___ -; �'e ' / /, \46.77N. e� Mro 4. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, 5. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE 6. ROUGH GRADE SITE TO ELEVATIONS SHOWN ON THE APPROVED PLAN. AMEND E.S.C. FACILITIES AS REWIRED. RESPONSIBILITY OF THE PERMIITEE. 7. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE 3. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING PERMIT, THE TEMPORARY DRAINAGE CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEpA[M SYSTEM IS IN PLACE AND OPERATIONAL AND A CONVERSION FROM THE TEMPORARY TO IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE PERMANENT SYSTEM CAN BE MADE. END OF EACH DAY. X�a -'/ I \ 8. INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE 4. ALL TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS, SHALL //I REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN / • \� �l POSITIVE SLOPE FOR DRAINAGE TO TEMPORARY POND. RECEIVED FROM THE CITY. 9. ALL DEWATERING DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. 5. ON PROJECTS WITH ALL AND GRADING PERMITS ONLY, AND FOR WHICH NO SUBSEQUEFIT 10. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BUILDING PERMIT HAS BEEN ISSUED, AN AS -BUILT OF THE GDESC PLAN WILL BE BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND REQUIRED UPON COMPLETION OF GRADING ACTIVITIES. / E7(ISTNi13 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. TO BE 11. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 12. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN i` (PER CPI OF WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES I " y" .fi .� SIR. DETAIL OEV-5) CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL TEMPORARY of DITCH W/ROCK CHECK DAMS ( 11 / PER cltt of ABURN STD. DETAIL DEV-9) SILT FENCE (PER CITY OF AUBURN Ex. RI uNrEMCE STD. DETAIL DLLV-/-6 X. MX RIM- 3.33 IE 8' OMP E=45.01 I 25 SM,10. .9 IE 12" PVC W-15-13 j / _ ,� LIMITS OF CLEARING [e nc MW=aos1 /J^// e _ If B' PVC rvE=68.13 4 {• {1C 5=a0.19 5 .8 (TYPICAL) IE 13; CMP N=a5.01 'Ry ar f ,zN E e' RC E-40.07 17 % 1 - j�i ,y� t //r a cea coric=sw-ss.es 7-':='�/ i E%. nceuR / *ae �) °' `, '\... - / L `+:• ` I 4 J ,7 r if +I / .m ��/- ��' A it F 11" COW F31 =-,=�� ��s-'-% ik I •'� /, "`� I(' �� / i„�/ yam- _.,.� IX;POeF"aT Pu J �!//J, •/ e T � - � � III 'Me .'� i / r .................c: I / IE 1r ALL TSMICIRI DITCH W/M= CHECK DAMS I ( • i j i/ // c°IX _______ ,__ // ��•.. �..- 1'y e� j (PER CITY OF AUBURN STD. DETAIL VV-If 9) / /��...��• ; it/,i w/� BUILDING 'B' ) 1 �,� LMB OF CLEARING AUBURryI I}p ' ' 111 frfMCAL) DETAILV-o) I l it " FF EL.=S%.0 ..� 1 C 7If �l :i SILT FENCE p. 1 x n / 1 ��i (PER CITY TAIOF AUOI� N I \ BUILDING B � �i, f�/ } r>� a EMt7,,,• ;� �I I _ �"! �b FF EL.=58.5 1 �l LIMITS OF CLEA}��rt'}�� (TYPICAL) A '`� e 3t �.�"., �t NO / �. u s z O Q o z W s W pp � z W. S. E. 5 SI O J c m ¢ ac ac m CO Cr U) o q O Z W 7$Ni z � W O o r Er m m m m m Er O EL rb rn W RR! p N � o O N H CI cc CO T rn00 ^aaco IL V/ J = c j > W m N v � Q Q W> LO O O LL N a C N N II V \ z O 7 _01 12 @ T e c m 3 9 x m O n N o 0 p U Q 5 � ! TEMPORARY `P DITCH �'� e ! IE 12 we-46.76 1 / / i N / � p ) IE O VEAr PVC - �� W (i t W/ROCK CHECK DAMS srnno PIPE-so,aro } } - _ 1 ! (PER CITY OF AUBURN�_ O I I STD. DETAIL OEV-9) ( I �O , I } Z w Ifs ' / b� �• *.._{ I _ _ _ _ _ \ - e, r i / ; 1 / �; a. FIRE mvnwr o ¢x z Zw _ s3.2z AAA ! e• s-ev.l I �II( ) !I�I ) e J1 /' �I.1Ir1 _ � L�'"�" -�,� �"�� mm MEEaw<Z M[ 11" M.m HE e' POD, PER- �rn co N ere-«.m b'�� 5iw� p> MNt 3-uoE eoDITCH cwza i1n cm DAMS INLr) V • % ' ( - 90 / / , . II ! 9) Record Drawing Certification DO L1J N N 5 ¢ !I /� A I 1 �; TY; N z _ •. i, I� I f� I EXISTING TEMPORARY ExuriNG TEMPORAN/ � Il 2 �.'` 11 n _=.; % (I� EROSIM ENTATION "0z. c EROSION/SEDIMENTAIM (( /'' I t'' / � l� !l �• I a, WMH RIM-s3.ao a CONTROL POND A E 8" PJC 990 These drawings conform to the Contractors construction records. / TO REMA N s=4 . O REMAIN'' EXLSTING RY I II ` N . 1 IE B" PVC N a9.e0 EROSION/ NTA 'eDateV S IOM STRUOW ".78 _ ./ / i� f � 1 BY bTTOM STRUCT.-44.7e -�_ "1`0 ;\I I - gvv, E„vµ' J,'Ile �� � �� ...,tr.�.vR.61.m � :..��;-'/� --. �. � I /�i/'�.- 1: Ili Title/Position � Z �' -. -,N-.�- - � g ..'K.. 3 ._ -. __ W _.. _ _ ,moo ._ .._ ._ ._ _.. y J '°^ "c...... '4'� _ :;(N ... ... -' -�{'�e }I' j i' Confirmed by Clty.' Dote Q F w - --___ 11 �, 1 i. _ _"--....- _ v'_ _ _ _ _. `._ -.' .ft.�► -__�_- _.-;�- J'=-•..,.�- _..tea �..: r {�'jj N`' y '° -- -" -.- ��•_.._ ..-- -t I �� PROJECT REF FAC0012-99�P- J pC IY-eq T` V - b� a These plans are approved for conformance with the City of N: a PMC 9-M.e9 y 'Ex E 47' F LIMITS OF CLFJ ATE IE e' PVC a-4e.79 JAy�t IE e• eat PERr-4es7, I l Auburn s Engineering Division requirements. (TYPICAL) PER CITY OF AlNK11M IE e` PK^ ao:F�oW-s1.197 IE 1z• ,os-14.fe II IE e• vERr Prc Row 2 72 a 4, ( NUN s1 RICT.-44.27 =ems � O=�� �T PRICE u ,� STMD vIPE-we3 S ��/ S T E0.R' \�`� �� E QT STD. DETAIL DEV-B) R +�1 (ftR CITY OF AUBURN c 12• ws- 24 aM1.'Je 11 MH RIM=n.0 SfON EW6 roved B : I K 19' CONC W-3a 09 A L J/iww� STD. DETAIL DEV-6 U MP Y z IE 1a• coNc E-34,04 e / It 24' CMP-43.23 9 23 99 Dote Approved: % I gT g o ^ N T File: P: SDSKPROJ 7010 ENGIN 7010-E1. Date ime: 9 01/1999 09:35 Scale: 1=50 Jason Xrefs: Z7010-T, V E J v / v v v (O ✓ 1 rmwnRTY LINE 10'-0" MIN 9 PERFORATED DRAIN PIPE WRAP W/ PILTER FABRIC 5/4" CHAMPER AT EXPOSED EDGES --R 12) "H1" BARS CONT. "H1" BARS is" "V2" BARS •;e6.D A" GRAVEL LIT1=1.—ii 1=11=i . I WkWEitmi II":i :11� • 1=i11172- BARS �::.>• 11=1PER 91" BARS PROVIDE f4 6 18"o.c. WHERE "K" EXCEEDS 12" 64 CONT. SECTION A/S1 3/4" = T-O" I I LWALL IF 'C' — 4 .71' — RETAINING WALL DIMENSIONS AND REINFORCING ^H. 5'-0" 4'-0" 5'-0" 6'-0. 8'-0. 10'-0" IT-O.' 14'-0" "T' 6" 0" 8" 8" 12" 12" 12" •A" 0'-6" 0'-6" 0'-6. 0'-6" 1'-6" 2'-6" 5'-0. Y-6" .B. P-9• 2,-5, 2'-p, y-o" S.-, T-O. 8,-6„ 9'-O'. p^ 10" 10" 12" 12" 14" 14" 16" 18" "H1" }4 6 16"o.c. 64 6 16"o.c. 14 6 16"o.c. 94 6 12"o.c. 15 6 12"o.c. }5 6 12"o.c. 66 6 12"ox. }6 6 12"ax. "VI" 64 6 16"o.c. f4 6 M"o.e. 64 6 16"o.c. 64 6 12"O,c. t5 6 6"o.c. 66 6 8"o.c. to 6 6"o.c. i6 6 5"o.c. "LI" V-5' 4'-5" 2'-6` 5'-0" 5'-S' 4'-0' 4'-6" 5'-8" "V2" N.R. N.R. I4 6 16"o.c. !4 6 16"o.c. 65 6 12"o.c. i6 6 16"o.c. i6 6 12"o.c. 66 6 10"o.c. "T1" N.R. N.R. N.R. N.R. 65 6 12"o.c. ♦5 6 10"o.c. t5 6 10"o.c. 66 6 12"o.c. "T2" 64 6 18"o.c. i4 6 1S"o.c. #4 6 18"o.c. !4 6 18'0.c. i5 6 12"o.c. i5 6 10"o.c. #5 6 10"o.c. 66 6 12"o.c. 12) t4 151 ►4 151 t4 (5) 64 161 M (61 06 (7) 66 181 M "K" 8" 8" 12" 12" is" 24" 28" 50, NOTE: ALL RETAINING WALLS ALONG WEST VALLEY HIGHWAY ARE TO DE CAST -IN -PLACE CONCRETE ONLY RETAINING WATER OR — UTILITY LINE ��..1188 M�Miii — — — — S01714� 11 .4 PROVIDE SPREAD FOOTINGS OVER UTILITY LINES mom 1101E CODE: UNIFORM BUILDING CODE -- 1997 EDITION 10 ALL ASTM's CALLED OUT ARE TO BE THE LATEST EDITION o LIRE (DADS ROOF ........ 25 PSF WIND ........ 90 MPH. EXPOSURE 'C' _ SEISMIC ZONE ... 3 FOUNDAINN FOUNDATION DESIGN WAS BASED UPON SOILS IMPORT NO. 97000-017 BY SPEARS ENGINEERING xx 8 TECHNICAL SERVICES THE FOLLOWING ASSUMED ALLOWABLE VAL.IES WE USED: FOOTING BEARING PRESSURE:...... 3000 PSF ON DENSE NATIVE MATERIAL OR COMPACTED STRUCTURAL FILL ( INCREASE NCREOR WIND OR SEISMIC)AC7IiE) V LATERAL EARTH PEE: ....... 45 PCF EQUIVALENT FLUID PRESSURE . 295 PCF EWIVWENT FLUID PRESSURE (PASSIVE) $ COEFFICIENT OF FRICTION: ........35 e ' I ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'-0" BELOW FINISH GRADE. SLABS AND FOOTINGS 94ALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95X MAXTMUM �55 DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE OF ^, BUILDING PERIMETER. $ I 1` 1TE < w X fc-JOo300o PSI FOR FOOTINGS AND C.I.P. WALLS. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE < w o e I WITH THE UBC AND ACI CODE 318, PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS nm e e d TO PRODUCE A DENSE WORKABLE MIX WITH 5" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT (� SEGREGATION OR EXCESS FREE SURFACE WATER. $Q RE➢IFO CING SNfL FFi I ALL REINFORC CONCRETE IHFORCING STEEL SHALL Dff0I61FD(7�A� A61S'GRADE LAPP CCONTI (NLUOUS � TENTION RMEit) T CAI � �S SH� BE GR� 40 NOTED POND ING B 30 BAR DIAMETER4, 1'-7' MINIMUM UNLESS NO OTHERWISE. CORNER �0 m BNiS (1'-7- BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN m W Rn ACCORDANCE WITH 'ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS A I IM TO COMPLY WITH STANDARD ACI HOOKS MESS MD70 00 OTHERWISE, REINFORCEMENT BE- BOTTOMOF�... �� FORMED FACESWFACE...S1.�RIOR F � WALL 'A' QSITE RETAINING WALL PLAN 0 25 50 100 SCALE: 1'-50' I 32.14' PROPOSED BUILDING 'A' 443.60' — L =00" 11'43' L=6.36' R=1864.97' 15.02' / ' FA00012-99 9IJ/99 / �aEcr �• / RETAINING These pkws " ap➢mW for cwforwronce with the City of 2A''Aubum's Englneennq AVwron nquawmmte. w1/ Appmd .• AMcw•d Drownp CNM%M/wr These &uw*W carlwm to the Cmimetor's comhvelkn nkerds. By Dote rth/p0$ftn Con&med by C!!y: Dote Z O za Z = ~ W LU Q � co W cl) W 3r� Z ~ cM m D Q V Z Z ZQ Q J W at J uj3 "nx-CT I Boom DATE wwn DRAVRN N4 C HKD. JF SHEET: Sl OF 2 I Q3U7 12" MIN IMPERVIOUS I "CHAMFERED LOCK-DLOCK" — RETAINING WALL UNITS, TYP IAPPROX. 2'4" X X-6" X 6-01 i SA MAX. BACKFILL SLOPE AT TOE OF RETAINING WALL BACKFILL 8 COMPACT � IN FRONT OF WALL BEFORE BUILDING WALL 12" MIN IMPERVIOUS 00 1 RETAINED SOIL 1" PLUS CRUSHED ROCK - PER SOILS ENGINEER DRAINAGE SYSTEM BEHIND WALL AS SPECIFIED BY SOILS ENGINEER PERFORATED DRAIN PIPE - MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL 5/4"-CLEAR CRUSHED ROCK (ALTERNATE) 17' HIGH WALL) TYPICAL ULTRABLOCK RETAINING WALL DETAIL 'A/S2' 3/4" : T-O" PROPERTY LINE NOTES: 1. DESIGN OF THE SEGMENTAL RETAINING WALL IS BASED ON SOILS REPORT NUMBER 97009-017 BY SPEARS ENGINEERING, AND TECHNICAL SERVICES THE FOLLOWING DESIGN VALUES WERE USED: INTERNAL ANGLE OF FRICTION FOR RETAINED SOIL - 35' UNIT WEIGHT OF SOIL = 130 PCF ALLOWABLE SOIL BEARING = 3000 PSF MAXIMUM WALL HEIGHT = 14 FEET BATTER OF WALL - 5:1 BACKFILL SLOPE - 3:1 MAX THAMFIERED LOCK -BLOCK" — UNIFORM SURCHARGE = NONE COURSES BURIED = 1/2 RETAINING WALL UN1T8, TTP SOIL TYPE = SAND IAPPROX. 2'-6" X 2'-S" X 6'-01 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH THE ABOVE REFERENCED SOIL REPORT. NOTE: ALL ULTRABLOCK WALLS ARE ALTERNATE TO C.I.P. WALLS ALONG THE EAST PROPERTY LINE ONLY. PROPERTY LINES MAY VARY FROM ONE OF WALL TO OTHER (SEE PLAN)' ppaw a 04b 0 00 1 w Q 0 o q z m a j m LL �yq / zLU W6 L TENSAR CONTINUOUS GRID w 3 RETAINED SOIL a e c Q� Z <I�N ry`LL 'a JJJZ444$$$ Z .69 <~Nrvry L q0 �pia OyNae � LN �a ® w M U 1" PLUS CRUSHED ROCK - 00 o PER SOILS ENGINEER TIEN"R CONTINUOUS GRID 11= ( INN—=11- _ n II�II—Is 11=n n n i"�n —i11 II-11=llcllrll=llc tl 11 I1`:: n�P II u—n=n n=n n=n non=n' _ = IG_ILnr 7'•0 " n 3 \ �— PERFORATED DRAIN PIPE • 4 BLOCK OCK WAWSLLg ORRAPPROVNDFILTER FABRIC (ALTERNATE) COMPACTED 3/4"-CLEAR CRUSHED ROCK 110' HIGH WALL) TYPICAL ULTRABLOCK RETAINING WALL DETAIL 'B/S2' 3/4" = T O" TYPICAL ULTRABLOCK RETAINING WALL ELEVATION NO SCALE GENERAL NOTES SEGMENTAL RETAINING WALL UNITS ISM A. SRW UNITS SHALL BE MACHINE FORMED CONCRETE BLOCKS SPECIFICALLY DESIGNED FOR RETAINING WALL APPLICATIONS. B. SRW UNITS SHALL MEET THE FOLLOWING STRUCTURAL REQUIREMENTS: 1. CONCRETE USED TO MANUFACTURE SRW UNITS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IN ACCORDANCE WITH ASTM C 90. THE CONCRETE SHALL HAVE ADEQUATE FREEZE/THAW PROTECTION WITH A MAXIMUM MOISTURE ABSORPTION RATE, BY WEIGHT, OF: I) 8% IN SOUTHERN CLIMATES; OR II) 6% IN NORTHERN CLIMATES 2. UNITS SHALL BE POSITIVELY INTERLOCKED TO PROVIDE A MINIMUM SHEAR CAPACITY OF au = 400 LB/FT AND a = 30* AS TESTED IN ACCORDANCE WITH NCMA SRWU-1. 3. UNITS SHALL PROVIDE A MINIMUM CONNECTION STRENGTH BETWEEN IT AND THE GEOSYNTHETIC REINFORCEMENT (IF APPLICABLE) OF acs = 200 LB/FT AND ac = 40* AS TESTED IN ACCORDANCE WITH N A SRWU-2, IF REWIRED. 4. SRW UNITS MOLDED DIMENSIONS SHALL NOT DIFFER MORE THAN *1/8 INCH FROM THAT SPECIFIED, EXCEPT HEIGHT WHICH SHALL BE 0/16 INCH. C. SRW LIMITS SHALL MEET THE FOLLOWING CONSTRUCTIBILITY AND GEOMETRIC REQUIREMENTS: 1. UNITS SHALL BE CAPABLE OF ATTAINING CONCAVE AND CONVEX CURVES. LEVELING PAD UNIT FILL FI��A T A. MATERIAL FOR FOOTING SHALL CONSIST OF COMPACTED SAND OR GRAVEL AND SHALL BE A MINIMUM OF 6 INCHES IN DEPTH. B. FILL FOR UNITS SHALL BE THE FREE DRAINING GRAVEL OR DRAINAGE FILL C. DO NOT RUN MECHANICAL VIBRATING PLATE COMPACTORS ON TOP OF THE UNITS. COMPACT LIMIT FILL BY RUNNING HAND —OPERATING COMPACTION EQUIPMENT JUST BEHIND UNIT. COMPACT TO MINIMUM 95% STANDARD PROCTOR DENSITY (ASTM D 690) OR 9OG OF MODIFIED PROCTOR DENSITY (ASTM D 1557). DRAINAGE AGGRIEGAIE A. DRAINAGE LAYER MATERIALS SHALL BE CRUSHED ROCK OR CRUSHED CONCRETE ROCK MATERIAL RANGING BETWEEN 4 AND 2 INCHES IN SIZE AND FREE OF ORGANICS, WITH LESS THAN 5% FINES (SILT AND CLAY PARTICLES PASSING ME NO. 200 MESH SIEVE). BACKFILL A. SOIL PLACED BEHIND THE INFILL CAN BE ANY INORGANIC SOIL WITH A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX LESS THAN 30, OR AS DIRECTED BY THE SOILS ENGINEER. B. BACKFILL SHALL BE COMPACTED TO A MINIMUM 90% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D 698). IEVEITN - PA(` DESTRUCTION A. LEVELING PAD SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DETAILS WITH A MINIMUM THICKNESS OF 6 INCHES. B. FOUNDATION SOIL SHALL BE PROOFROLLED AND COMPACTED TO 90% OF STANDARD PROCTOR DENSITY PER SOILS REPORT. C. SOIL LEVELING PAD MATERIAL SHALL BE COMPACTED TO PROVIDE A LEVEL HARD SURFACE ON WHICH TO PUCE THE FIRST COURSE OF UNITS. COMPACTION WILL BE WITH MECHANICAL PLATE COMPACTORS TO 90% OF MAXIMUM PROCTOR DENSITY PER SOILS REPORT. D. LEVELING PAD SHALL BE PREPARED TO INSURE INTIMATE CONTACT OF RETAINING WALL UNIT WITH PAD. SEGMENTALLNIT INSTALLATION A. FIRST COURSE OF SRW UNITS SHALL BE PLACED ON THE BEARING PAD. THE UNITS SHALL BE CHECKED FOR LEVEL AND ALIGNMENT. THE FIRST COURSE IS THE MOST IMPORTANT TO INSURE ACCURATE AND ACCEPTABLE RESULTS. B. INSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. C. UNITS ARE PLACED SIDE BY SIDE FOR FULL LENGTH OF STRAIGHT WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY MEANS OF A STRING LINE OR OFFSET FROM BASE LINE TO A MOLDED FINISHED FACE OF THE SRW UNIT. ADJUST UNIT SPACING FOR CURVED SECTIONS ACCORDING TO MANUFACTURER'S RECOMMENDATION. D. INSTALL SHEAR CONNECTORS (IF APPLICABLE). E. PLACE UNIT FILL (IF APPLICABLE). F. PLACE AND COMPACT FILL BEHIND AND WITHIN UNITS. G. CLEAN ALL EXCESS DEBRIS FORM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE EACH COURSE IS COMPLETELY FILLED PRIOR TO PROCEEDING TO NEXT COURSE. H. LAY EACH SUCCESSIVE COURSE ENSURING THAT SHEAR CONNECTORS ARE ENGAGED. I. REPEAT PROCEDURES TO THE EXTENT OF THE WALL HEIGHT. DRAINAGE SYSTEM BEHIND WALL AS SPECIFIED BY SOILS ENGINEER PROJECT REF.' FAC0012-99 77 J/7i 1,14, These plans ore approved for conformance with the City of 4uburn's Engineering Division requirements. 4pproved 6), Dote Approved: Record Drawing Certification ro O 300 Z� Y Z GC H 2 W at � C/)I-3 wN w 3 z .0 cc CO) m U M w Q 0- Cl) W F_ O Z 0 C0 _J Lu In �111� «.., w SHEET These drawings conform to the Contractor's onstruction records. By Dote TltlefPosition S2 Confirmed by Clty., Date C� 2 W Lu 0307 Od D 11S 04 Ip \ II I I I "\ \ --------- 44----------I is \ I I \ I I LANDSCAPE PLAN\ 0 15 30 60 PRaIECT REF.' FA00012-99 This pion sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Record Drawing Certification These drawings conform to the Contractors construction records. 6�v Dare 71*1'Position Confirmed by City Date I row Klrmikinnick under- typ. i {� 32" Apia; i Kinniklnnlck under- typlcal u 0 v C O .y O l 0 C p C C O Y 0 O ry� Z O z Q w N� w ly— LL rM m Q U � OFF .. wz AIN5 ZU w Y� Z W 3 U a z d W � a m Cq D� to I AW t F N N Pip WQ W o a o Tn VL Q mrn U iw Q HI 0 N J a Sheet L e 0307 OOD1604 P=11 pit min. twice ze of root boll diseased and n branches 16 gauge steel wire tMbuelf clear vinyl hose low first crotch 2x2 wooden stakes securely driven Into ground. Stain brown. Water basin with 2" mulch Nazed planting pit ace 1/2 topsoil, I/2 native soil, Kate, r thorou waghly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale diseased and i branches basin with fertilize as req'd Plantlnq hole min. twice sTze of root ball SHRUB PLANTING DETAIL W LAWN / PLANTING BED DETAIL No Scale Planting be 2" mulch 1/2 spacing distance GROUND COVER SPACMG DETAIL No Scale- Triargulan Spacing NOTES I. Subgrades, including berms, to within 1/I0th foot provided by General Contractor unless otherwise noted. 2. Subgrabe shall be scerifled or rototllled If conditions require. 3. 4" depth away topsoil or equal In all plant" areas. 4. 2' depth fine grade bark mulch In all planting beds. 5. All plant material shall be healthy full and conform to USA stond rd nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with acpppr-oval of Landscape Aechltoct or Owner and the Glty of AuWrn. -t. All mass plantings shall have triangular spacing. 5. All tree pits shall be Inspected to Insure proper drainages. 9. Positive drainage shall be maintained. Mound planting areas minimum 12'. 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. II. D" wide bark mowing strip where lawn Is adjacent to building. 12. Landscape Contractor shall maintain site until final Inspection and acceptance by Owner. LANDSCAPE DATA For MDN5 SEPA I lle no. 0006-46, slid: MitIgpitIon for ogasting trees to be removed an site = (1) ?'Caliper tree replaced for every 10" caliper removed. Significant trees to be removed: 15b" caliper total Mitigation trees required: 16 a 2" Caliper Mitigation traes shown: 25 a 2" Caliper Planting bed with 2' mulch INTERIOR SHRUB SPACING DETAIL No Scale- Triangular Spacing PERIMETER SHRUB SPACING DETAIL No Scale- Trlaigular Spacing ls%n. rx-WAD :1�:T7 I Existing trees to be removed i Froxinus oxycorpa 'Rcywood'/ "wood Ash Platonus ocerifolia / London Plane Tree Prunus carosifero Newport' / Newport Flowering Plum Gratoagus Iaovigato 'Paul's Scarlet' / Paul's Scarlet Hawthorn Garpinus batulus Pastlgiata' / Columnar Hornbeam Pyrus callargano 'Capital' / Capital Pear Thuja plicate 'Atrovirans' / Atrovlrons Ceder Pinus nigra / Austrian Piro Pseudotsuga menzabll / Douglas Fir • lunper us chknensis 'Stricta' / Strlcto Juniper 0 Rhododendron Unique' Rhododendron 'Mrs. Furnlval' Q Mahonlo aquifollum / Oregon Grape O Euonymus alato 'Compacts' / compact Burning Bush B Gistus purpureus / Purple Rockros , 0 Prunus lourocerosus 'Otto Luyken'/ Otto Luyken Laurel s Azalea 'Hlno Crimson' + Parthenocissus tricuspidato / Boston Ivy ® Gotoneaster dommerl Arctostgphylos uva-ursl / KI nikhmlck Sodded Lawn *Note: Noted plant spacing prevails ovar numbers shown on plan* 2}Ti�t90CFX'required 1 1/2" Gal. min. BtB T man. 24' man. a 4' O.G. 24" min. a 4' O.G. 2 Callon a 3' O.G. 2 Gallon a 3' O.G. 2 Callon a 5' O.G. 21" min. a 3' O.G. 2 Callon 1 6allon a 5' O.G. 4" Pots a 24" O.G. 4" pots a 24" O.G. I row Klnniklmlck under LANDSCAPE PLAN 0 15 30 60 Record Drawing Certification 7heee drowigs conlorm to the Contractor's construction records. 6Y Date Title/Position Confirmed by City: Date Klnnikinnick under- typical REF. FAC0012-99 This plan sheet conforms with the City of Auburn Planning Deportment minimum landscape requirements. Approved By: al -elf Date Approved: J`t.. WWV- 0 C O e if 0 G O in C v Y ` S 0 SO :eV Q'O Z O C� Z_ �_ V / Q Z F— W W Cpn (n IM Z W' m Q n OW w WTZ W „ 6U aHaW."J ;C W ow nl ] R io to V! W h- o N� W NN W� W Q W g o Q d0� U z 1n 1*y d 0 C a Z Q h Sheet L® 0 307 0001664 0 15 30 60 PRCVEUREF.. FAC0012-99 9/7/99 / These plans are approved for conformance with the City of Auburns Engineering Division requirements. Approved fry: ��-- —�' DOp Date Approved: .1 Record Drawing Certification These drawings conform to the Cantradw's construction records. By Dote Title/Position Confirmed by Clty: Date OF CONNECTION POINT OF CONNECTION Tay H JT_ T q,,, t I PROPOSED BUILDING 'A' PROPOSED BUILDING 'B' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — MATCHLINE- SEE SHEET L-4 I ye &V/j61 29 e m 0 0 M m 0 U C m C Y 6 '0 U \0 '0 Z O Z V I Q Z W W C 0C/) p Wj M ry- m Q ~ M M z OINKzzoki- g� QN� zP6 U z d c7 W 0-4 T� ff o CO N ] ko V1 U �N W n L N N I �` C- W 0� W e HW o a o Q o� 00 U z Y) o vi Z Q o Cq ray Sheet L o 3 0307 0001664 Select backflli ! 7}• Ill removo rooks debris and ¢I t ;I_ sharp objects PVC Glass 200 - sleeving twice i,- size of pipe Lateral or -- Mainline SLEEYINIGDETAIL No Scale Finish grade/ Top of mulch Pop -Up spray sprinkler w/ plastic MPR nozzle 1/2-Inch male NPTx .490 Inch Barb Elbow 12" Nipple or Funny Pipe FVG Schedule 40 Tee or Ell \BarInch male NPT x .490 Inch Barb Elbow PVG Lateral Pipe POP—UP SPRAY SPRINKLER No Scale Sato Valve Quick Coupler Valve for winter blowout- Ftnlshed grade Sol, rem des shay IRRIGATION SCHEDULE PVC Lot 11111 ;ct backllll; O1-11 .Y WIT,IIII�i- I eve rocks, �L p and �Il (�I i F1�f Glass 200 oral -11k PVC Glass 200 Mainline VaM 04'e6 IRENCHING DETAIL No Scale DOUBLE SWING JOINT No Scale Pressure Reducing Volvo, If rectuired —Master Valve, M required PVG Mainline Double Check Volvo Stub out Prom Domestic Meter, or separate Irrigation meter POINT OF CONNECTION No Scale SYMBOL DESCRIPTION N a ® t 0 0 RAINBIRD T22-1.3 T-BI O RAI NBIRD 1&00 MPR SI B RAINBIRD 1500 MPR SI 0 RAINBIRD WO MPR EN RD D D WN RADIUS P SERIES 4" LAPOP-UP 22, 1.50 SERIES 4" LAWN POP-UP, 6" S.C. 15, 1.65H SERIES 4" LAWN POP-UP, b" B.G. 12, 1.50H SERIES 4" LAWN POP-UP, 6" O.C. 10, 01914 SERIES 4" LAWN POP -LIP, 6' 6" 6.0. ' 0.701H E STRIP 4" LAWN POP-UP, 6" 6.C. 4'XI8' 1.15 E STRIP 4" LAWN POP-UP, 6" 6.C. 4'X90' 1.21 D STRIP 4" LAWN POP-UP, b" 6.G. 4'XIS' 0.61 ZRAINBIRD PEB SERIES PLASTIC VALVES © RAINBIRD E5P-45MG SERIES b STATION CONTROLLER FOR BUILDING 'A' RAINBIRD ESP-12MC SERIES 12 STATION CONTROLLER FOR BUILDING 'B' RAINBIRD ESP-24MG SERIES 24 STATION CONTROLLER FOR BUILDING 'G' ® POINT OF CONNECTION: 1-1/2" IRRIGATION METER 2" FEBGO H05Y DOABLE CHECK VALVE 5/4" QUICK COUPLER VALVE e9TATbN SI 6pIN — 2-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC GLASS 200 5LEEVIN6, PVC CLA55 200 0 CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODE5 AND MANUFACTURERS SPECS. 0 PRESSURE TEST BEFORE 5AGKFILLIN6. a PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECE55ARY TO A55URE PROPER GOVERA6E-AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. Height above grade determined In Field. Block pipe only. In spray head In grade Upple 10' Marlex Ells Schedule 40 Tee or Ell Doss 200 Lateral Pipe I-u=2L---------------------- MATC H LI N E - _SEE -SHEET- L- 3-------------------------- 51 METER BOX TO 13E FOG TITE BOX TO BE AMETEK NO. 17010 FOR \ NO. 1-0 FOR 3/4" METER, NO. 13-10 FOR I" METER, AND 3 4" k 1", N0. 19011 FOR 1 1/2' & NO. 2 FOR 1 1/2" h 2" METER. P,' . �; '.•-.2, JGREEN IN•COUOR) Og APPROVED EQUAL. " DEDUCT .. � OUI�,F(.COUPLER _METER -- r�1 (BLOW'OUT) -I-- --I — ----- 1—'-----_ —- TI I I 4" MIN.. PSI 24" MIN. -- i I UNION d 4" MIN, 55- 50 I UNION r ---1 50 I I IIRRIGATION MAIN SERVICE LINE — — — �,i L— —J 2dI4" MIN. = LINE (512E VARIES) 3o SEE STANDARD I-r- 4" MIN. SWING 50 DETAIL WASM-5 JOINT METER YOKE PER STANDARD 6" MINIMUM 30 DETAIL WASM-5. PEA GRAVEL. 30 F1Q(OnO_N 30 KIt. R.O.W., OR EASEMENT LINE TO WATER I INSTALL TEE DOMESTIC MAIN I TER UNION WATERLINE TO LANDSCAPE i IRRIGATION I I ` BACK FLOW DOMESTIC WATER DEDUCT ASSEMBLY SERVICE METER METER TYPICAI DEDUCT INSTALLATION PLAN ,wvwu 1) BACK FLOW ASSEMBLY SHALL HAVE A MINIMUM OF 12" CLEARANCE FROM ANY OBSTRUCTION ON THE TEST SIDE. THERE SHALL BE A MAXIMUM OF 12" FROM TOP OF BOX TO TOP OF BACK FLOW ASSEMBLY. 2) DOUBLE CHECK VALVE ASSEMBLY SHALL INCLUDE TWO RESILIENT SEATED SHUT OFF VALVES WITH TEST COCKS, AND BE ON THE LATEST D.S.H.S. APPROVED LIST AND ALSO TO BE APPROVED BY THE CITY OF AUBURN. 3) TEST COCKS SHALL BE PLUGGED W11'H BRASS OR PLASTIC PLUGS. 4) BACK FLOW ASSEMBLY SHALL BE TESTED BY A CERTIFIED TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER AT OWNERS EXPENSE. 5) THESE ARE MINIMUM DEPTHS: 9" (FOR 3/4" METER), 12" (FOR 1" METER), AND 14" (FOR 1 1/2" do 2" METER). PROPOSED BUILDING 'C' IRRIGATION PLAN 0 15 30 60 Record Drawing CwW9eatlon These drawings confirm is the Contractor's construction records. OY Date Tick/Position Confirmed by Ctty: Dote -6 d0 /A, LWTA v MAM v -6 PRQ/FCT REF.: FA00012-99 y/%Z /00 These plans are approved for conformance with the CAy a/ Aubum s Engineering Division requirements. Approved By. . Dote Approved: !27 6 � 'O II 1 II. l II D O V m n� -11 If n 0 G c a' mo13 3 0 Gat -At ry O Y Z 0 I— Z T `Q C Z n— LLJ L Q� a�^ v / LLA IM lu-Za M Z Q F M 0RM Air p o< ow , 0 ( ZU Cilaw � rF nn \\ U H >� V W m Crto IN om I /1 W W� rW� Q H W o Vl o Q to U E� u1 o J h Sheet L e 0307 0001604 ZRAINBIRD PEB SERIES PLASTIC VALVES © RAINBIRD E5P-45MG SERIES b STATION CONTROLLER FOR BUILDING 'A' RAINBIRD ESP-12MC SERIES 12 STATION CONTROLLER FOR BUILDING 'B' RAINBIRD ESP-24MG SERIES 24 STATION CONTROLLER FOR BUILDING 'G' ® POINT OF CONNECTION: 1-1/2" IRRIGATION METER 2" FEBGO H05Y DOABLE CHECK VALVE 5/4" QUICK COUPLER VALVE e9TATbN SI 6pIN — 2-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC GLASS 200 5LEEVIN6, PVC CLA55 200 0 CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODE5 AND MANUFACTURERS SPECS. 0 PRESSURE TEST BEFORE 5AGKFILLIN6. a PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECE55ARY TO A55URE PROPER GOVERA6E-AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. Height above grade determined In Field. Block pipe only. In spray head In grade Upple 10' Marlex Ells Schedule 40 Tee or Ell Doss 200 Lateral Pipe I-u=2L---------------------- MATC H LI N E - _SEE -SHEET- L- 3-------------------------- 51 METER BOX TO 13E FOG TITE BOX TO BE AMETEK NO. 17010 FOR \ NO. 1-0 FOR 3/4" METER, NO. 13-10 FOR I" METER, AND 3 4" k 1", N0. 19011 FOR 1 1/2' & NO. 2 FOR 1 1/2" h 2" METER. P,' . �; '.•-.2, JGREEN IN•COUOR) Og APPROVED EQUAL. " DEDUCT .. � OUI�,F(.COUPLER _METER -- r�1 (BLOW'OUT) -I-- --I — ----- 1—'-----_ —- TI I I 4" MIN.. PSI 24" MIN. -- i I UNION d 4" MIN, 55- 50 I UNION r ---1 50 I I IIRRIGATION MAIN SERVICE LINE — — — �,i L— —J 2dI4" MIN. = LINE (512E VARIES) 3o SEE STANDARD I-r- 4" MIN. SWING 50 DETAIL WASM-5 JOINT METER YOKE PER STANDARD 6" MINIMUM 30 DETAIL WASM-5. PEA GRAVEL. 30 F1Q(OnO_N 30 KIt. R.O.W., OR EASEMENT LINE TO WATER I INSTALL TEE DOMESTIC MAIN I TER UNION WATERLINE TO LANDSCAPE i IRRIGATION I I ` BACK FLOW DOMESTIC WATER DEDUCT ASSEMBLY SERVICE METER METER TYPICAI DEDUCT INSTALLATION PLAN ,wvwu 1) BACK FLOW ASSEMBLY SHALL HAVE A MINIMUM OF 12" CLEARANCE FROM ANY OBSTRUCTION ON THE TEST SIDE. THERE SHALL BE A MAXIMUM OF 12" FROM TOP OF BOX TO TOP OF BACK FLOW ASSEMBLY. 2) DOUBLE CHECK VALVE ASSEMBLY SHALL INCLUDE TWO RESILIENT SEATED SHUT OFF VALVES WITH TEST COCKS, AND BE ON THE LATEST D.S.H.S. APPROVED LIST AND ALSO TO BE APPROVED BY THE CITY OF AUBURN. 3) TEST COCKS SHALL BE PLUGGED W11'H BRASS OR PLASTIC PLUGS. 4) BACK FLOW ASSEMBLY SHALL BE TESTED BY A CERTIFIED TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER AT OWNERS EXPENSE. 5) THESE ARE MINIMUM DEPTHS: 9" (FOR 3/4" METER), 12" (FOR 1" METER), AND 14" (FOR 1 1/2" do 2" METER). PROPOSED BUILDING 'C' IRRIGATION PLAN 0 15 30 60 Record Drawing CwW9eatlon These drawings confirm is the Contractor's construction records. OY Date Tick/Position Confirmed by Ctty: Dote -6 d0 /A, LWTA v MAM v -6 PRQ/FCT REF.: FA00012-99 y/%Z /00 These plans are approved for conformance with the CAy a/ Aubum s Engineering Division requirements. Approved By. . Dote Approved: !27 6 � 'O II 1 II. l II D O V m n� -11 If n 0 G c a' mo13 3 0 Gat -At ry O Y Z 0 I— Z T `Q C Z n— LLJ L Q� a�^ v / LLA IM lu-Za M Z Q F M 0RM Air p o< ow , 0 ( ZU Cilaw � rF nn \\ U H >� V W m Crto IN om I /1 W W� rW� Q H W o Vl o Q to U E� u1 o J h Sheet L e 0307 0001604 0307 0001604 SECTION 1, TOWNSHIP 21 N., RANGE 4 E. KING COUNTY, WASHINGTON WESTPARK COVER SHEET CALL BEFORE YOU DIG 1 800-424-5555 37TH ST. N.W. n SITE � N � T < < 3 it p W O < � o 0 } } J � ^ 9 3 29TH ST. N.W. Z 2 �\I VICINITY MAP (N.T.S) LEGEND A.C.=ASPHALTIC CONCRETE SURFACE BRW=BOTTOM OF RETAINING WALL BR -BOTTOM OF ROCKERY -BUILDING ME CATCH BASIN EXISTING -=CATCH BASIN PROPOSED =CENTERLINE OF -CLEARING LIMITS C.C.=CONCRETE CURB C.D.=CONCRETE DRIVE C.G.=CONCRETE GUTTER CMP=CORRUGATED METAL PIPE CP=CONCRETE PIPE C.S.=CONCRETE SLAB C.W=CONCRETE WALK z=CULVERT (PROPOSED) DI -DUCTILE [ ON EOP=EDGE OF PROPERTY EC=ELECTRICAL CONDUIT E.H.=ELECTRICAL HANDHOLE E.M.=ELECTRICAL METER E.T.=ELECTRICAL TRANSFORMER E.V.=ELECTRICAL VAULT : EXISTING SANITARY MANHOLE MONUMENTG gURVEY E.C.C.=EXTRUDED CONCRETE CURB =FENCE LINE �=FILTER FABRIC FENCE F.C.=FILL CAP FF=FINISH FIRST FLOOR FB=FINISH BASEMENT =FIRE HYDRANT PROPOSED O =FIRE HYDRANT EXISTING G=GAS MAIN O=GAS VALVE =GUY ANCHOR :INTERCEPTOR SWALE O =JB (JUNCTION BOX) MARGIN LINE OR —.PROPERTY LINE ♦ LS=LANDSCAPE PROJECT (M)=MEASURED DATA (D =ORNAMENTAL TREE P=POWER WIRE P.V.C.=POLY VINYL CHLORIDE • =PROPOSED SS CLEANOUT (R)=RECORD DATA R/W=RIGHT-OF-WAY =RIP RAP PAD =ROCK CHECK DAM CAOR =ROCKERY SS=SANITARY SEWER 19=1 1/2" SERVICE & METER ® =SET IRON PIN NTH ID CAP • =SET TACK IN LEAD AS NOTED ®\-SET TACK IN LEAD IN BRASS I.D. DISC �C =SET RR SPIKE WITH PUNCH MARK SURVEY MONUMNET (FOUND) SD -STORM DRAIN O—=STREET LIGHT TA=TOP OF ASPHALT T.C.=TELEPHONE CONDUIT T.S.=TELEPNONE SENTRY T=TELEPHONE WIRE TRW=TOP OF RETAINING WALL TR=TOP OF ROCKERY Qr—=TRAFFIC FLOW =TRAFFIC LIGHT ® =UTILITY ACCESS MANHOLE • =UTILITY POLE W=WATER MAIN CM -WATER METER ®=WATER VALVE O=YARD LIGHT V.P.=VENT PIPE These plans are approved for conformance with the City of Auburn's Engineering Division requirements. vi Approved By: i Ji1sr., _ S_.LL Date Approved: Record Drawing Certification These drawings conform to the Contractor's construction records. it o DBM CONSULTING ENGINEERS,1998 \ THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND ARE SU&iCT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTRY EXCEPT AS EXPRESSLY AUTHORIZED BY SAIN AGREEMENT OR BY DBM IN VENTING. NOT TO SCALE PROJECT ZONING: M-1 LIGHT INDUSTRIAL COMPREHENSIVE PLAN: LIGHT INDUSTRIAL DENSITY: PROPOSED USE: SITE ADDRESS: WEST VALLEY HIGHWAY NORTH AND SOUTH OF 371H STREET NW PARCEL#: 158060-0028, 158060-0029, 158060-0032, 158060-0033, 158060-0035, 158060-0040 SENSITIVE AREAS WETLANDS: (NONE) STREAM & FLOOD HAZARD AREAS: (NONE) EROSION HAZARD AREAS: (NONE) LANDSLIDE HAZARDS AREAS: (NONE) SEISMIC HAZARDS AREAS: (NONE) COAL MINE HAZARD AREAS: (NONE) PROJECT AREA: 16.0 ACRES SITE SIZE: 16.0 ACRES LANDSCAPE AREA: DISTURBED AREA: 16.0 ACRES PERVIOUS: 7.8 ACRES IMPERVIOUS: 8.2 ACRES STORM DETENTION: 92400 CUBIC FEET PROPOSED 65332 CUBIC FEET REWIRED PARKING: ZONING: M-1 LIGHT INDUSTRIAL SETBACKS: FRONT 20FT SIDE NONE SIDE STREET 20FT REAR NONE FIRE HYDRANT SPACING: MAXIMUM OF 30OFT APART GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE 'WASHINGTON DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT .SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUC7ION NOTES STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROUCTS. 5 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-600-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEVER, STORM SEWER, GAS, POKER, TELEPHONE AND TXENSION). ELECTRICITY: PUGET SOUND ENERGY 805 156 AVENUE N.E. BELLEW£, WA 98004 NATURAL GAS PUGET SOUND ENERGY 805 156 AVENUE N.E. BELLEWE, WA 98004 WATER: CYTY OF AUBURN 25 W MAIN AUBURN, WA 98001 UTILITIES REFUSE SERVICE: CITY OF AUBURN 25 W MAIN AUBURN, WA 98002 TELEPHONE: AT & r OR USNEST P.OBOK 124B0 SEATILE, WA 98111-4480 CABLE TELEVISION: TCI CABLE 4020 AUML4 N WAY N ALARM, WA 99002 } Q w w } I,J J J Q r Ir 0 SANITARY SEWER: CITY OF AUBURN 25 W MAIN AUBURN, WA 98002 DBM QUALITY CONTROL 10/13 /48 DATE l oh4hsr DATE.., 11grr'a DATE to 13 150 DATE Al-1.3-ye DATE: V1319k DALE: BASIS OF BEARING HELD THE SOUTH LINE OF THE NW 114, SEC 1, BEING S 87-41'OO"W PER RECORD OF SUR1£Y 8904219" DATUM CITY OF AUBURN BENCH MARK /27-A; SQUARE CHISELED IN GUARD RAN. AT 7HE NW CORNER OF 37TH ST. N.W. BRIDGE OVER SR-167. ELEV-74.98 CONSULTANTS OWNER PROJECT ENGINEER CHARLES NRBAK DOUGUS VAN CELDER WEST VALLEY PARTNERS L.L.C. DBM CONSULTING ENGINEERS 3615 NEST VALLEY HIGHWAY NORTH, 1101 502 16M STREET NE, 1312 AUBURN, WA 96001 AUBURN, WA 98002 (253) 939-1800 (253) 887-0924 ENGINEER PLANNER DANA B. MOWER ROBERTA MARTA DOM CONSIJL7ING ENGINEERS DBM CQySULING ENGINEERS 502 16W STREET NE, 012 Sat II STREET NE, IJ12 AUBURN, WA 98002 AUBURN, WA 98002 (253) 867-0924 (253) 8B7-0924 SURVEYOR GEOTEDAMES HNICALENGINEER PION TORRENCE NAMES FINLEYFlNLEY .AR. DBM BOLTIENGINEERS GE07ECH CONSULTANTS WC. 502 16"' STREETNG NE, /312 13256 N.E. 20THST. /16 AUBURN, WA 98002 BELLEVUE, WA 9800 (253) $67-0924 (425) 747-5618 O TABLE OF CONTENTS O SHEET 1 COVER SHEET SHEET 2 MASTER O SHEET 3 GRADING PLAN PHASE 1 SHEET 4 GRADING PLAN PHASE 2 SHEET 5 GRADING PLAN CROSS—SECTION A SHEET 6 GRADING PLAN CROSS—SECTION 8 SHEET 7 GRADING & TEMPORARY EROSION CONTROL PLAN NOTES & DETAILS SHEET 8 TEMPORARY EROSION CONTROL PLAN PHASE 1 SHEET 9 TEMPORARY EROSION CONTROL PLAN PHASE 2 SHEET 10 TEMPORARY EROSION CONTROL POND CROSS-SECTION c SHEET 11 TEMPORARY EROSION CONTROL PLAN NOTES & DETAILS SHEET 12 MISCELLANEOUS TEMPORARY EROSION CONTROL PLAN NOTES & DETAILS i r l..„ / rF /a 0307 OOD r604 37TH ST N.W. WESTPARK MASTER CALL BEFORE YOU DIG 1 800-424-5555 M CROSS -SE e DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. Record Drawing Certification These drawings conform to the Contractor's construction records. position Confirmed PROJECT REF: GRA n004-98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. {/�� Approved By: L2,* .� _ J Date Approved: 17 SURVEYOR'S NOTES 1. THE BASIS OF BARING IS THE SOUTH LINE OF LOT I BEING N87.41'00 W 2. THERE WAS A DIFFERENCE IN THE SURVEYS DONE BY OTHER SURVEYOR'S, THE SURVEY THAT WAS DONE BY TKL SURVEYORS WAS THE SURVEY THAT REPRESENTS THE CORRECT LAYOUT OF ALL LOTS PER SEVERAL DIFFERENT SURVEYS. SO I CHOSE TO FOLLOW ALONG WITH TKL SURVEYORS ON THE CONTROL AFTER VERIFYING THE CORNERS BY OTHERS. LEGAL DESCRIPTION LOT A LOT r LOT ONE (1) IN BLOCK TWO (2) OF CHRISTOPHER GARDEN TRACTS AS PER PLAT LOT 1 AND LOT 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS AS PER PLAT RECORDED RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, WASHINGTON; IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EXCEPT THE NORTH 597.67 FEET THEREOF AND EXCEPT THE FOLLOWING DESCRIBED NORTH 877.67 FEET OF SAID LOT 1 AND LOT 2; ALSO EXCEPT THAT PORTION OF SAID LOT PORTION: 2 LYING EASTERLY OF THE WEST MARGIN OF SR-167. BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT; THENCE EAST ALONG THE SOUTH LINE THEREOF, TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH, ALONG THE EAST LINE THEREOF, 40 FEET; THENCE WESTERLY 200 FEET MORE OR LESS, TO INTERSECT THE EASTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY ROUTE NO. 181 (WEST VALLEY HIGHWAY), AT A POINT 60 FEET NORTHERLY, AS MEASURED ALONG SAID RIGHT-OF-WAY LINE, FROM THE POINT OF BEGINNING; THENCE SOUTHERLY, ALONG SAID RIGHT -OF - LINE, TO THE POINT OF BEGINNING. LOT B THE PORTION OF LOT 1 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT; THENCE EAST, ALONG THE SOUTH LINE THEREOF, TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH, THE EAST LINE THEREOF, 40 FEET; THENCE WESTERLY 200 FEET, MORE OR LESS, TO INTERSECT THE EASTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY ROUTE NO 181 (WEST VALLEY HIGHWAY) AT A POINT 60 FEET NORTHERLY, AS MEASURED ALONG SAID FIGHT -OF -WAY LINE, FROM THE POINT OF BEGINNING; THENCE SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE, TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. LOT C LOT 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY: EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 710254 AND CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NO. 7400270280, FOR S.R. 167: SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. LINE TABLE LINE BEARING LENGTH L3 I N0920'45'E 1 1 L4 I 502'17'20'W 1 4 .1 ' CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTHI C1 0420'22' 1402.39' 53.13' 106.21' C4 1015'20' 602.96' 54.11, 107.92' C5 04'48'02' 1432.36' 80.04' 120.01'i C6 00'11'43' 1664.97' 3.15' 6.36', TOGETHER WITH A PUBLIC DRAINAGE AND UTILITY EASEMENT OVER, UNDER, AND ACROSS THE EAST 75.00 FEET THEREOF. LOT 2 THE SOUTH 280.00 FEET OF THE NORTH 877.67 FEET OF LOT 1 AND LOT 2 IN BLOCK 2 OF CHRISTOPHER GARDEN TRACTS AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDED IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 2 LYING EASTERLY OF THE WEST MARGIN OF SR-167. TOGETHER WITH A PUBLIC ACCESS, DRAINAGE, AND UTILITY EASEMENT OVER, UNDER, AND ACROSS THAT PORTION OF THE ABOVE DESCRIBED ADJUSTED LOT 2 LYING NORTHERLY AND EASTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2 THENCE SOUTHEASTERLY ALONG THE EAST MARGIN OF SR-181 60.00 FEET TO THE REAL POINT OF BEGINNING; THENCE NORTHEAST PERPENDICULAR TO SAID EAST MARGIN OF SR-151 TO A POINT LYING 30.00 FEET SOUTH AS MEASURED PERPENDICULARLY FROM THE NORTH LINE OF SAID LOT 2; THENCE RUNNING EAST 30.00 FEET SOUTH OF AND PARALLEL TO SAID NORTH LINE TO A POINT 75.DO FEET WEST AS MEASURED PERPENDICULARLY FROM THE EAST LINE OF SAID LOT 2; THENCE RUNNING SOUTH 75.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID LOT 2 TO THE SOUTH LINE OF SAID LOT 2 AND TERMINUS OF THE DESCRIBED LINE. LOT 3 THE NORTH 587.67 FEET OF LOT 2 IN CHRISTOPHER GARDEN TRACTS AS PER PLAT RECORDED IN VOLUME 23 OF PLATS, PAGE 6, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 718254 AND CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NO.7402270280, FOR SR-167; ALSO EXCEPT THAT PORTION OF SAID LOT 2 LYING EASTERLY OF THE WEST MARGIN OF SR-167. TOGETHER WITH A PUBLIC DRAINAGE AND UTILITY EASEMENT OVER, UNDER, AND ACROSS THE EAST 60.00 FEET THEREOF. 7- of 1z 4307 OODIOO`F WESTPARK CALL BEFORE YOU DIG �Q lQ GRADING PLAN PHASE 1 1 800-424-5555zz � U U W W W as 37TH S T. N . W. _ j -�-- C 7.60 \ + 57.17 31 1_ SCALE 1'=40' 4J� /EXISTING BUILDING \ EXISTING BUILDING \ 56.66 F * 56.62 o DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTAMED HEREIN IS PROPRIETARY TO DBM CONSULTING ENDS AM HAS BEEN FURMSHED N CONFIODI E AND ARE SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE REWIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM \ IN NNITNG. N \ 57100 56.00 + 7 51i00 57.67 57. \ 57. + 7. 56.50 + 56. 26 64 56 57 3 + fl57. \ / 56. > \ + pj 751 5 FF=57.50 FF=57.50 i \ 5-7 \ 55.fl4 57.50 57. 57.50 Baas 55.62 55.37 55.00 57.50 � 5.00 53 5s - 55 C9 \.L Stab * / FF=57.00� � I + 1 57. ss + � 7.26 / 56. \ 57.W 57.00 pp . 57. I 15 .31 \ � \ 56. �\ \ 3 7 ff2v -1: �5620L �\ .00 Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position Confirmed by Cit Date: o _ IMITS OF CLEARING � _ _ N\ EXiSnNG DR^/NACE I _ �TCry i �S 61- <a�l F 57.00 52.93 53.07 57.00 S6 57.00 ,7�7�-55- 57.00 \ m.00 Sy.56Y+ 55.24 55�. � 55.5 -/ 55� 55.46 0 -+54.75 55.2 55 55.24+�* FASO, 57.00 FF=57.00 53.07 52.93 55 %1Li97 N / 5 5�'00 I% �00 t 1.00 49 JY 55. 56 #4 -5577'F 755.2,0" I . szo J 7 00 54.7 00 y 55 5.6 +55.24 SS 56 oa.nn � .., ,..yam I 55 5 55 a y 55.27 54 54 54 \ 53.07 53rU7 \ 53.07 52.93 53.07 53.07 S2, �T.07 52.93 / I \ C S6\FF=57.00 5700 / 69 FF=57.00/ I , 80 `f l9 M . 5.66 /57.0i 56.67 I . szw 57. I � I / 54---_ I . On� R sale- 56.50 56.50 56.j 56.50 firs sn 56.50 I ,A sn 56.50 4-1-1 7L I I U I I I I I I 1 9 1 L - C a +�55.57� 4. -1 �+ 56.16 �_ + 56.-211 ,7 i'° Jl ! 7'ZI \ ' \\ ass, /i PROJECT REF: LEA 0004-98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. E Approved By: Date Approved: %0 EXISTING 8" PVC OUTLET IE=43.20 45.02 I + 4! +43LWO EXISTING 24" DCM PIPE INLET IE=43.20 EXISTING 24" DCM PIPE INLET IE=43.57 20 Cn Cn v --� z OF Iz 0307 00.D160¢ + 56.20 -9�— Jx ✓55.57f� WESTRARK GRADING PLAN PHASE 2 �- =;!�- --7� C HP v7 — SCALE I'=40' — 60 6S C DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING EN004ERS AND NAS BEEN FURRSHED IN CONFIDENCE HID ARE SUB,ECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORZED BY SAID AGREEMENT OR BY DBM IN WRITING. Record Drawing Certification These drawings conform to the Contractor's construction records. e/position nfirmed b, PROJECT REF: "A 0004-98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: �. 1 �/ Date Approved: /0 kxjV II II I I � I HIP 181 AD,.1.6111\ + 56. -d9-- . — 0 Ma \ — ,57— a CALL BEFORE YOU DIG 1 800-424-5555 11 LIMITS OF CLEARING I LIMITS OF CLEARING 9 o w I W w 0 (V LAJ Z Y a Cr zC Z CC' J CL s c� Z 0 cc 0 �z w �� ao � _ 00 0) Lj LLI l z� Cr V) Q� Z ZU CLW QQ JZ ZW �z w� C) z Z z> wf) J Cn U Q T Ch c a '0 ym 9 w 3 ® � � � S � � a �WWn ut = W 2 R f- O LiJ z `- f.r jo, 1 op I 0307 00 0 /SD f�'(/ �, 0307 00DIK04 WESTPARK GRADING CROSS SECTION B CALL BEFORE YOU DIG 1 800-424-5555 � � I GRADING CROSS-SECTION B-B \\� NOT TO SCALE c DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE WORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM COMSULIM EN(iNEERS ANO HAS BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT SEIMEEN DBM AND THE RECIPIENT. 1NE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN MRITWG. —f GRADING CROSS-SECTION A -A -U.� 4 MATCHLINE I I III CRA¢q CROSS-SECTION B-B �I GRADING CROSS-SECTION A -A WEST MATCHLINE I o,.w 60.00 56.00 EXISTINIS GR A DE PROPOSED 3 52.00 WEST VAJ HIGHW LEY Y BUILDING F PRPOSED 48.00 44.00 — DATUM ELEV 40.00 0+00 100+00 200+00 3DO+00 400+00 500+00 600+00 GROUP TT SECTION TT SECTION B B 1 "=40' HORIZONTAL 1 "= 4' VER TI CAL EAST PROPOSED EXlSF GX EXISTING POND 3 C 64.00 . rN 52.00 600+00 700+00 800+00 900+00 1000+00 1100+00 1200+00 1300+00 SECTION B B Record Drawing Certification These drawings conform to the Contractor's construction records on PROJECT REF:"A0004-98 These plans are approved for conformance with the City of Auburn's Engineering Divii{sii���I-w.+,-on requirements. / PQ Approved By: 1�• S.14 Date Approved: 0 / 1 "=40' HORIZONTAL 1 "=4' VERTICAL ('F l00 6 nF /Z 0307 o0 WESTPARK GRADING AND TEMPORARY EROSION CONTROL PLAN NOTES AND DETAILS CALL BEFORE YOU DIG 1 800-424-5555 SILT CONTROL FENCE DEV-6 CHECK DAMS AND SWALES DEV-9 CONSTRUCTION ENTRANCE DEV-5 STANDARD CONTROL STRUCTURE DEVICE DEV-4 ROCK WALL DETAIL GERW-1 CATCH BASIN PROTECTION DEV-8 CATCH BASIN PROTECTION FOR GRADING DEV-7 STABILZATION METHOD: HYDROSEEDING & MULCHING PER THE FOLLOWING: A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING). B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEEDBED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION GRADING AND EROSION CONTROL NOTES REDTOP (AGROSTIS ALBA) 10% 92 90 1. WITHIN THE CITY OF AUBURN, ALL REWIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE CHEWINGS FESCUE 40 o g7 gp THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF (RESTUCA RUBRA COMMUTATA) DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL JAMESTOWN, BANNER, SHADOW OR KOKET) DRAINAGE WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES THE APPROVED DRAWINGS ARE INTENDED TO BE MINMUM MAY ALSO BE USED. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL T ADDITIONAL DRAINAGE AND ER CONTROL FMAY MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY ONSTRR UCTION. BE REWIRED A$ SITUATIONS WARRRR ANT DURING CCON WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE THE IMPLEMENTATION, MAINTENANCE, EPLACEMENT AND SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. o DBM CONSULTING ENGINEERS,1998 7MS DOCUMENT AND THE WOF MAT04 CONTAI ED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS NEEN FURM9ED IN CONFIDENCE AND ARE SUB&CT TO THE IERYS OF A SEPARAI£ SECRECY AGRIBOWNT 9ETIIETIN DBM AND THE RECPENT. THE RECPIENT IS NOT TO COPY, DUPLICATE OM SISCLOSE TIE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS MPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN RM1INc. Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position Confirmed by Cit Date: 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL I TO OCTOBER 1, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS MATH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 6. SEE SHEET 12 FOR TEMPORARY EROSION CONTROL WINTERIZATION PROCEDURES. PROJECT REF:GRA 0004-98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. I101 Approved By: f l ft� 5-1-C Date Approved: /*//09 GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTAIM (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, MIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AIBURN'S STANDARD DETAILS, AND DEVELOPER'S PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REWIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH THE APPROVED DEVELOPMENT PLAN. 4. A PRE -CONSTRUCTION MEETING SHALL BE REWIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION), 6. DURING CONSTRUCTION,THE CONTRACTOR SHALL BE REWIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PANTED PATH ASPHALT EMULSION (CSS-1). 9. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETNG. 10. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE KARS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 11. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (55). 12. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL IE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAD SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 13. THE CONTRACTOR WILL BE REWIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 14. CERTIFIED DRAWINGS ARE REWIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 16. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RKGHTS- DF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 17. ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING PVC MANHOLE ADAPTERS, OR APPROVED EQUAL. 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6") MINI,IAM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCH (6") OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 21, REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURES. 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.19. 23. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT- OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 24. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. I F.r,,, - F 0307 0o01604 WEASTPARK r�l �A024- YOU DIG W? 5555 i TEMPORARY EROSION CONTROL PLAN PHASE 10 W Y aam 37TH —N.W.— 5 s S T. / FILTER �Ai3RTC __ -- -- -- 2 Z / \ FENCE PER CITY o o a /) \ OF AUBURN STANDARD o W 2 m DRAWING # DEV-6 EXISTING 8" PVC � :e cR J Q / A° OUTLET IE-43.20 cc CL SCALE r=+o �g4 I �` TOP OF DITCH 45.02 > m WCC IMITS OF CLEARING 3 O Cc 0 W > f XI SnNG D�NAGE Di i�i p 1 J U U P/EXI EX. CB#3 TYPE II-48"oTORAM DITCH N110W18EWO30R EXISTING BUILDING-A°IM=51.00 _ NIE=(OUTj=45.25WOVERFLOW=49.25 3am cEX. 15 LF, 8" PVC, = OprSDR-35, S=0.40% >•-ODO EX. PERF. RISER WITH � � J � \ GRAVEL CONE WJ WIE=47.25TOP RISER=49.25to In ...EXISTING 24" DCM PIPE m\ LO _� ,-t;/I o INLET IE=43.20 Q —58— C \� FF=57.00 / EXISTING 24" DCM PIPE INLET IE=43.57 \\�\ 56—� o �156\ 4 55 EX. 10' EMERGENCY SPILLWA� V \ / 56 I1 56 I ELEV=49.75 R(PRAP TO �1 z ao i S� f J TOE OF SLOPE W/12" DEPTH W \Cj �c FF=57.50 FF=57.50 / 4"-6" QUARRY SPALLS Z U U \ 57 1 56 \62"MAC CONSTRUCTION ENTRANCE PER CITY OF AUBURN STANDARD DRAWING #DEV-5 © DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING 09ANEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR DOTY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. c.v 5556 / 56 54 FF=57100� 54 54 s6 FF=57.00 / \ \ FF=57.00 / / TEMPORARY """ DITCH I L �E{1_ CIT.Y'G_-OF AUBURN STANDARD DETAIL DEV 9 I 55 00 � 54 SE 1 UN _ — — — — — — — Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position Confirmed by Cit Date: PROJECT REF:WO004=98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. � �6 Approved By: Date Approved: b�y�se EX. 390 LF, V"—DITCH, S=O.00i R CL LLj Q Q � Z _QD 3 MAINTAIN EXISTING Z < PONDS cr LLJ w 33 LF 8" PVC SDR-35 I� O 5=5.30% IE=47.25 MAi IP RAP OUTLET TH �, ( \ 4"-6" QUARRY SPALLS 0) V J v Z EX. CB#2 TYPE II-48'1 J j FLOW RESTRICTOR N6+80, WO+36 U o IM-53:37 < I E=( ALL)= 49.00 OVERFLOW=51.70 [, ASE 1 ORIFICE DIA.-4" F— �i P ASELI E EX. PERFORATED RIS W/GRAVEL CONE w w� E-49.20 TOP RISER=51.70 vc y Z EX. 10' EMERGENCY SPILLWAjY _ m ELEVATION=52.00 PRAP TO TOE OF SLOPE m W/12" DEPTH 4"-6" `�' Dom Do QUARRY SPALLS g �6 W 2 NOTE: w FOR POND CROSS -SECTIONS LLl 0) SEE SECTION C = � m r_� N U 0 Q 3 07 06 D ado¢ WESTPARK TEMPORARY EROSION CONTROL PLAN PHASE 2 CALL BEFORE YOU DIG 1 800-424-5555 CONSTRUCTION ENTRANCE PER CITY OF AUBURN STANDARD DRAWING #DEV-5 SCALE 1'=40' o DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENDS AND HAS BEEN FURNISHED IN CONFIDENCE AND ARE S1B,ECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPUC, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXC AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING 56 \ MA ASE 1 PHA C _ jP\2.7 --———— — — — — PROPOSED -- TEMPORARY "V" DITCH \ PER CITY OF AUBURN 63 STAND W-K-fiAIL DEV 9 Record Drawing Certification These drawings conform to the Contractor's construction records. on PROJECT REF:0 0004-9A These plans are approved for conformance with the City of Auburn's Engineering Division requirements, Approved By:�.f..w�� Date Approved: 0 ? EX. CB#2 TYPE II-48' FLOW RESTRICTOR N6+80, WO+36 IM=53.37 I E=( ALL)= 49.00 OVERFLOW=51.70 ASE 1 ORIFICE DIA.=4" TCHLINE EX. PERFORATED RISE P ASE 2 W/GRAVEL CONE IE=49.20 TOP RISER=51.70 EX. 10' EMERGENCY SPILLWA ELEVATION=52.00 IPRAP TO TOE OF SLOPE W/12" DEPTH 4"-6" QUARRY SPALLS BOTTOM OF EXISTING POND ELEV=49.20 EX. 37 LF 8" PVC SDR-35 S=2.43% RIP RAP OUTLET W/4"-6" QUARRY SPALLS EX. CB#1 TYPE II-48" FLOW RESTRICTOR N3+98, WO+34 RIM=53.97 IE=(ALL)=50.10 OVERFLOW=52.30 ORIFICE DIA.=3" 20 LF 8" PVC SDR-35 S=1.00% EX, EMERGENCY SPILLWA ELEVAA TION = 52.50 RIPRAP TO TOE OF SLOPE W/12" DEPTH 4"-6" I I= I QUARRY SPALLS — I EX. PERFORATED RISER W/GRAVEL CONE IE=50.30 TOP RISER=52.30 PROPOSED RIPRAP SWALE TO OTTOM OF DITCH WITH I 4" —6" QUARRY SPALLS 1 LEV=49.20 Z k+ Ld fD f z LIMITS OF CLEARING J Z y qEXIS11 G TREES I �N \ o� E=53.30 w as —5958 _ \ co` m Q o o 17_ I <� OS � I II II II II LIMITS OF CLEARING II I F /6- Y �F /Z p347 40.001e04 CROSS—SECTION B—B o DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTAINED HUM IS PROPRIETARY TO DBM CONSULTI/N7 ENGINEERS AND HAS BEEN RMII ISTED IN CONFIDENCE AND ARE SUBJECT TO THE TERMS OF A SEPMRA/E SECIIM, AGRHMBNT BEITI DI DBM AIO 7HE RECIPIENT. THE RECMW IS NOT TO COPY, DUPUC OR THE CONTENTS TO ANY PERSON OR ENTITY EXC AS Y AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. 1 CROSS-SECTION D-D EX. TEC POND � 2 NOT TO SCALE PROJECT REF:RA 0004-98 These plans are approved for conformance with the City of Auburn Is Engineering Division requirements. Approved By: l/ Date Approved: Vv! WEST PARK EXISTING TEMPORARY EROSION CONTROL PLAN CROSS —SECTIONS 7 CROSS—SECTION A —A LCROSS—SECTION A —A CROSS-SECTION B-B EX TEC POND # 1 NOT TO SCALE S—SECTION D—D Record Drawing Certification These drawings conform to the Contractor's construction records. on TOP ELEV. - 52.70 MAX. WATER SURFACE - 51.70 BOTTOM ELEV. - 49.20 4' CROSS-SECTION C-C 3: CROSS—SECTION B—B FREE BOARD CA�IBIEFORE YOU DIG 424-5555 TOP ELEV. — 53.30 MAX. WATER SURFACE - 52.30 BOTTOM ELEV. - 50.30 CROSS-SECTION A -A NOT TO SCALE C0NSRTUCTION ENTRANCE SILT CONTROL FENCE CHECK DAMS AND SWALES GRADING/EROSION DISCHARGE CONTROL STRUCTURE (SEE T.E.C. PLANS FOR SPECIFIC ELEVATIONS AND PIPE SIZES) CATCH BASIN PROTECTION FOR GRADNG DEV-5 DEV-6 DEV-9 DEV-4 DEV-7 F4 .. sLU 0 W W IS W� Z3 000 0 2 Mm W W N Q __j m N � Q� W� TOP ELEV. — 50.5B MAX. WATER SURFACE - 49.25 BOTTOM ELEV. — 47.25 W 3 Z NWTW _ y� = S CROSS-SECTION E-E EX TEC POND K3 NOT TO SCALE I— O LLJ LLJ T _ MMZ ( 0 C m yA T 4 F )F /,• II -*�" /Z Q 3 0 7 0,0 Z) lldo,4 ���.T,=����ze �� ti 1. PRE -CONSTRUCTION MEETING. 2. FLAG ON F9DE asAwLc WA 3. POST SIGN WITH NAME AND PHONE NLWBER OF TESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION F REQUIRED. S. GRADE AND INSTIL CONSTRUCTION ENTRANCE(S). S. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CLEAN EXISTING SEDIMENT PODS B TRAPS. S GRADE AND STABILIZE CONSTRUCTION ROADS. S. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR ONES, PIPE SLOPE DRAINS. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN OIOBION COINNOR. NEANLNES N ACCORDANCE WITH THE CITY OF ALARM STANBAMS AND MARIFACT RERS RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE THE EROSION AND SEDIMENT CONTROL IS ALWAYS N ACCORDANCE WITR THE CITY OF AUBURN TESC MINIMUM REQUIREMENTS. 12. COVER ALL AREAS THAT WILL BE U WORNED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. SrABILRE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORNED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT. ALL GSIURBED AREAS MAT BE STABILIZED AND IMPS REMOVED F APPROPRIATE CUT. SITE BALANCES FILL: SITE BALANCES POND 1 8800 CF POND 2 9000 CF POND 3 5400 CF VAULT VOLUME PROVIDED: 92,400 CUBIC FEET STA. 499.00 EXISTING TEC CB #2 I 53.97 X ORIFICE I I- 52.30 8" PVC WESTPARK MISCELLANEOUS TEMPORARY EROSION CONTROL PLAN NOTES & DETAILS POND 2 - IE=50.10 IE=50.10 49.90 POND # I (EXISTING CONTROL STRUCTURE) c DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE WORMATION CONTAINED NO" IS PROPRIETARY TO DOM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETTMEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EPIESSLY AUTHORIZED BY SAIL AGREEMENT OR BY DBM N WRITING. NOT TO SCALE Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position Confirmed by City: Date: 1. APPROVAL OF INS EROSION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PBWAENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROAM, PIPES, RESTRUCTURES, RETENTION FACILITIES, UNITES . ETC.) 2. THE EMPLACEMENT OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT. AND UPGRADING OF THESE ESC FACRTIES IS THE IMPO SOIL TY OF THE APPLICANT/ CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON TRIMS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLA004C SHALL BE MAINTAINED BY THE APPLICANT/ CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SNOW ON TENS PLAN MUST BE CONIRACTED IN QINUNCTIDIN WITH ALL CLEAAK' AND GRADING ACTIVITIES, AND N SUCH A MANNER AS TO 04WK THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WA1BR STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUINEENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, TEN ESC FACILITIES SOUL BE UPGRADED (E.G. ADDITIONAL SUMPS. RELOCATION OF DID/ICS, AND SET FENCES, ETC.) IF NEEDED FOR UNEXPECTED STORM EVENTS AND AS THE CITY REQUIRES. S. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FL04CTgMM 7. ANY AREA STRIPPED OF VEGETATION. INCLUDING ROAD MY EMBANKMENTS, WNW NO FUTURE WON IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL ISLE AMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING. MULCHING, NNETTAG, 01011111001 KAMETS, ETC.) B. ANY AREA NEEDING ESC MEASURE. NOT REQUIRING IMMEDIATE ATTENTION. SHOULD BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SMALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN! 48 HOURS FOLLOWING A STORM EVENT 10. AT NO ONE TIME SHALL MORE THAN 1-FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH AND CONVEYANCE LINES SMALL BE CLEANED PRIOR TO PAVING. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE OOOISTEAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER CITY STMNDA M SMALL BE INSTATED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ABOERONAL MEASURES MAY BE REQUIRED TO INSUE 110T ALL PAYED AREAS ARE KEPT CLEAN FOR THE DURATION OF 111E PROJECT. 12. WNW THE THE PERIOD OF OCTOBER 1 1NROUQU MARCH 31, ALL PROJECT 015RWAIED MEAT THAT ARE TO BE LEFT UNWONKED FOR MORE THAN 12 HOURS SHALL BE COYBIED BY ONE OF THE FOLLOWING MEASURES: MULCH, SODDING OR PLASTICS COVERING. 13. ANY PERMANENT RETENTION FACIUTY USED AS A TEMPORARY SETRJNG BASIN STALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SMALL PROVIDE ADEQUATE STORAGE CAPACITY. F THE PERMANENT FACILJTY IS TO FUNCTION ULTNNATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE UNDERGROUND DETENTION TANKS OR VAULTS SMALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED. FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PEREBRK RYE APPLIED AT APPROXIMATELY ED FOUNDS PER ACRE). 15. WHIM STRAW MULCH FOR TEMPORARY EROSION CONTROL IS RREOUAf, IT SNAIL i APPLIED AT A MBNMUM THICKNESS OF 2 INCHES. 1S. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE. AND AS THE CITY REQUIRES THE PERMITEE SHOULD ANTICIPATE THAT MOIRE TESCP MEASURES NIL BE NECESSARY TO PROTECT ADJACENT PROPERTIES AND ENSURE MNNMIM WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE RESPONSIBILITY OF THE PERMTFE 10 ADDRESS DEFICIENT TESCP CONDITIONS AND PROVIDE ADDITIONAL FACILITIES. OYER AND ABOVE MINIMUM REQUIREMENTS ON THE APPROVED PLAN. MAX. WATER SURFACE PROJECT REF NOTE: POND 3 AND 1/2 OF POND 1 WILL CONTINUE TO BE USED DURING VAULT CONSTRUCTION. STORM FLOWS WALL BE ALTERED SUCH THAT ALL RUNOFF IS ROUTED THROUGH DETENTION PONDS. ,.37 TO PVC ND 3 - IE=49.00 POND # 2 ( EXISTING CONTROL STRUCTURE) NOT TO SCALE These plans are approved for conformance with the City of Auburn's Engineering Division requirements. gj Approved Date Approved: MAX. WATER SURFACE CALL BEFORE YOU PIG 1 800-424-5555 i W PVC 3CHARGE INTO EXISTING fy OF AUBURN STORM 'AINAGE DITCH. -CIE=45.25 POND # 3 (EXISTING CONTROL STRUCTURE) NOT TO SCALE 0 S GLG 9 � Q OL z Q J `-c W C0 OZ O OZ Z W W O Z I� W k (� CD I- CC Z 00 O O 00 � LJ $C7 J;:,D Z � COCn CO �: In W z zU Q J CL W W Q_ Q Q J z cza g 2 CC �O C� Q ~\J LU QD z� T W� v J Ln U q om >N k N< Z� co W YOL GO 0 0 i 0 U U O< W N Z 0307