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HomeMy WebLinkAbout03D1724CALL BEFORE YOU DIG: 1"=100, 1-800-424-5555 0 50 100 200 SPECIAL NOTE 1. IF ANY ITEMS OF POSSIBLE CULTURAL OR HISTORICAL SIGNIFICANCE ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORK SHALL BE HALTED IN AN AREA LARGE ENOUGH TO MAINTAIN INTEGRITY AND THE CITY, THE MUCKLESHOOT CULTURAL PROGRAM AND STATE OFFICE OF ARCHEOLOGY AND HISTORIC PRESERVATION SHALL BE CONTACTED IMMEDIATELY. PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED LIGHT PAVEMENT PROPOSED HEAVY PAVEMENT PROPOSED CONCRETE • O x 76 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAG 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 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR 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. OPUS PARK 167 SERVICE DISTRIBUTION CENTER SECTION 23, TOWNSHIP 21 NORTH, RANGE 5 EAST AUBURN 400 FLOOD STORAC� I POND (TRACT 'B') E W {f - ----- - ------ - - --_- -- -- - ------------ --- -- — ------ --- ----- - — — - -----=--------------_____- -- __----- ___ r_- ----- - _ r — — I , II I I F AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE —CALL STORM SEWER, POWER, FOR TELEPHONE OAND YTELEVISION). SEWER, 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF—PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY OF APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. UTILITY CONFLICT NOTE: CALMON: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR i0 PROCEEDING WITH CONSTRUCTION. SPECIAL CONDITIONS NOTES: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, 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 WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1 /1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10—FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. VICINITY MAP N.T.S. r_ 0 oa in W 0 cr Ld () J > Cr Ir ao= (Z,,�i�)_ ��'C'_�) rz ~z to U Z U U U 1 U WIWIWIWIwIwlWlw I0: 0 0 0 0 0 0 0 0 0 w w w w w w w w w DDODOWWOM of mmoffr af of m mmm m LY Y Y Y X Y 0 PIMP 0 0 0- x x x x x x x x x 0 O CD O O O O O O L O04 r � rn 00 n to Lo d r7 N .- 6 z LEGAL DESCRIPTION: LOTS 1 THROUGH 8 OF AUBURN 400 CORPORATE PARK DIVISION I, ACCORDING TO PLAT RECORDED IN VOLUME 128 OF PLATS AT PAGES 97, 98 AND 99, IN KING COUNTY, WASHINGTON. VERTICAL DATUM: VERTICAL DATUM IS NAVD 1988 PER INFORMATION FURNISHED BY THE CITY OF AUBURN. BENCHMARK IS CITY OF AUBURN BENCHMARK NO. 33—M; TOP OF BRASS MONUMENT AT 15TH STREET SW AND "0" STREET SW. ELEVATION = 78.75 FEET. HORIZONTAL DATUM: HORIZONTAL DATUM IS NAD 1983/91 PER INFORMATION FURNISHED BY THE CITY OF AUBURN. WE HELD CITY OF AUBURN GPS PT. NO. 129 FOR POSITION AND THE INVERSED BEARING (S02'17'40"W) TOWARD CITY OF AUBURN GPS PT. NO. 131. INDEX TO SHEETS: C1 OF 6 COVER SHEET C2 OF 6 GRADING AND STORM DRAINAGE PLAN C3 OF 6 WATER AND SANITARY SEWER PLAN C4 OF 6 NOTES AND DETAILS 0 C5 OF 6 SITE AND POND SECTIONS C6 OF 6 HORIZONTAL CONTROL PLAN 0 EARTHWORK QUANITIES ON -SITE CUT: 45,000 CY 0 ON -SITE FILL: 45,000 CY IMPORT FILL: 51000 CY TOTAL FILL: 501000 CY CN ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DANIEL K. BALMELLI, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DENNIS SALTYS, P.L.S. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 OWNER: OPUS NORTHWEST, LLC CONTACT: TERRA VALL—SPINOSA ADDRESS: 915 118TH AVENUE S.E., SUITE 300 BELLEVUE, WA 98005 PHONE: (425) 453-4100 LL LREMSED f Record Drawing Certification PROJECT REF- FAC 02-0009 ,�/�f�. �� K- B Q� OF S4 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. 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V W 'i L9 X IN": RE 81 LF 2 ........... ............................................... ...... .......... ............ ....................... ... .. . . . . ........ ......................... ............. ...... ...... .... .......... ...... ................... . ......... ............ ........ .... ......... ........ ...... ............... ............................... ......... ........ .............. .. ... .................. . ....................... ....... ....... 5 .................... ............ ......... ... .... ..... ....... ................ ........... ...... ......... .............................. .......... ............................... ........ ...... ........... ... ........ o � 76.91 ............. ........ .............................. ...... ....... .................... ...... . .. ..... ..... ...... ............ ................... ... ........ ...... 75 ... .. ................. ........... . ..... .......... ............... .......... ..... ............... .... ......................... ......... .................................... ............... ....... ..... .. ........ .. ..... . ...... W . ........ ........ .... . ..... ............ ........... ...................... .... ............ j""qW (TO K IRMOCATED) ....................... .. ..... . . . . ...... ...... N-12 SDi 1 1. . . ................ ............ ....... . .......... I ... ......... 75 ID 7ZU.93 .......... "E ................................... NEW W ......... ....... - ---------------------- Ll .7 ................ .......... ............ ......... ... .. .......... .... ..... .......... .... ... ..... .. ..... ........... .......... ................................ ...... ... ..... ...... ... .......... .......... .......... .......... ....... .......... ...... ................ ....... ............ .......................... ....... ... .... ....... ....... .......... ........... E M H .............. .... .. ............ 0% ............ ........ ..... ....... ......... LAAW ........... .............. .............. ....... NM on WP .7 ;�92 7 6. �D ......... .. .. .......... ....................... .................... . .................. ...... ......... ....... .... 74.9 .... ........ ....... .. R I ki 9 W/ . .......... ............ .. .................. .......... N 0 RIM=74.20 IE 1V . ....... ..... . . . ..... .. .... ......... .................... .......... 16 .............. ------- ........ . ..... .......... . ............. RIM =74. ...... 119-. TW IM A . ...... .... ................. ..................... ........ ...... . ............ ................. ................. ................... ........... ............... ............. 0 ' Ll D .. .. . . 'T ... (PER DETAIL SHT. C4) DUTY CB C4) RIM=74.40 ASPHALT PAVEMENT .... �0 E> gum N1 ......... .............. ............ -�6.8 6.90 /b.Z ... IE=71.25 ...... rWE 75.9 I.Z6.21 Nr-m"', C$ 1NEW 23 LF 24 AUS LOCKING L 77. 0 1 /77, 0 N 12 0: 0: 1 7 LOCKING LID . ...... ........ W/STANDW AWE 0 STOP SIGN (R-1) < ASPHA L __rPiVEL41ENT IE=70.52 ...... PER C.O.A. STDS.) ...... ...... f% AA ........... ....... ... ..... 7 .... ................. ....... . ..... . . . . ................................. ............... . .............. ...... ..... ............. ........... .... .............. 107 LF ...... ':`7:5 5 =70.1 2 12 SD 0 0.20% -(P =74.40 (PER PaAl L SHTO OLID LOCKING," 77 LF 12" DI SD 0 0.32% ..... . . ... ............... ............ ; ... ..... 3 C� �b 15" ADS N ....................... ...................... .......... ................... ...... S. TYPE 1L-,, 33 LF 12 AU4. EX. B E 11) W/STANDARD GRAJ ... x ................ ............ 7 N-12 SD 0-1.527o .9 5.8 1 M 6,2 6 ..... ............ .......................... RIM=75.50 ...... f ........... ......... jai% A 76.2 )N/STA RD GRATE . . . ... .... t................ .... ................ ........ ......... .............. .......... .............. .............. SD 0 IE=70.73 A �6R 17 E 6 ................... ... .. ...... 70 ...... EX. 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IE=69.0 W/RIP RAP 440 .............. ....... .......... ................... ..................... .................. ................. ... .............. ................ . . . . ...... ...... ...... 50 ............. ... ....... ................. ...... .......... . ........... ... ......... ........... ................ ......... ..... ............. ........ 6. . ............. ............ .... ......... X 7 .... ..... 0 1.0% MIN. ... ......... '�= 7 1 ............... ............ -38 LF 8" PVC ROOF -- -------- . ..... . �O ................... U N` RECORDIN 4 0, 8 10 ....................... WIW, ....... DOnSPOUT TIGHTLINE 6.0 ....... RIM=72.90' PAD & TRASH RACK U0 76" PVC ROW IE=70.90 -ST (PER C.O.A. STD. DETAIL S R 1� DOWNSPOUT TI HTLIN't 3:1 3:1 ........ ... ........ 73. .. ................ ............... ....... . . . . . tl. b .. ................. ...... .............. .. ...... .......... ........ ....... ...... .. ................ 0 1.0% MIN. .. ............. I 1,1.1.1.L,1.1.1.1.1.1,1.1.1 DOWNSPOUT TIGHTLINE 100 LF 12" DI SD 0 092 ... IE=71.0 WZRIP RAP I ..... . .. .. ........ ............................... ........................................ ................ .................. 0 0 0 X. 4 0 0 1.0% MIN. 73.0 ..................... . . ...... ............. 72 LF 150 D. 1. SD 0 K 0.24% 0 NW ................ .......... ........ .67 (PER C.O.A. STD. DETAIL ............... .... ....... .......... ........... ............ ... ........ .......... ...... ......... .................. ...... .. 7 9 Fj 17/ ............... - -------- -- ............ ............ ...... 0 _Lx) 0 --Cx ........ .................... I ............. 0 76.2 W/STAN GRATE #7 .W,,E 1 W/^"r a N DAR D G RATE .......... Q. 0 0 .......... .... . . ............. .. . ........... 9 . .......... U )LJ8 U 0 ....... 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W/STANDARDL TE 9 RIM=72.20 ...... .............. ................ ... ...... .. ... . .. . ......... ................ .................... -7 2, . ...... ... .. RIM=75.30 FF 77. ........................ 04 ............ RIM=72.20 ............. ...... ........... ............... :0 .... . .... ... ........ ..... IE=72.30 IE=70.20 ... ............. ................ .......... ING IE=70.20 LIMITS OF PARK W/STANDARD GRATE 69.04 429 HIGH BLACK. LIMITS OF PARKING ...... ............. ........ OF AUBU 'RESS 76.5 '-\710 7 3 iLOT PONDING RIM=74.40 ............ COATED DHAIN UINK LOT PONDING .................... ...... .......... .... ........ ..................... ........................ IE=71.90 AN D ....... .................................. ........... ..... ...... ................ .......... ...... ............... 75 ............ ................ ........... ................... ..................... ..... ....... .. ..... 7 .9 ........ . .... ...... ..... 77 LF r LAj t. 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POW" --- i ox P. ,,, These plans are approved for conformance with the City of U k! POLI A �11 / 1* X T' 'NAIRE 8 C. M P E 7hese drawings conform to the Contractor's construction records- Aubum's Engineering Vl' requirements. drL-CIAL NU I t:: By Date 7 62 5 1. SEE ARCHITECTUAL PLANS FOR ROOF DOWNSPOUT LOCATIONS FOR EACH BUILDING. NOTIFY ENGINEER ritlelPosition OF ANY DISCREPANCIES. Approved By 1 Confirmed by CIty Dote Date Approved: affismw� �PA F� z (a) am 01 (5 F� 4< D Z z 0 z "r Cj) Cl) D N M (0 D L 0 um z V) 0 > x or, 0 M > 2 CL V) L.1j 0 L) Z > Z W Z LU LAJ z x < CD Z AOC LLJ LLJ LL_ M CN re) C4 z 0 0 CD 00 of > z Z: M Uj LIJ Uj 04 r%-. LO LO Z CD Z LO N N 0""% Aw'"'111116 Lo W) z L N 00 Z: C-4 N LU Wd. * -i U>�_ v- Se, **Aso NOV 72 <<; E z NA L V) 0 F -EXPIRES 9/23/05---] 1� 0 11 Qc� r\4 00 Qi) Q31) Q) Q�) Q__) do :­ �- . 1EX. SS,MH (METRO) I / . , I CONNECT NEW 12" D.I. 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FDC E NEW 12" STORM IE=70.55 .... . t I III -1 11 . ; I ". - - __1111 ...j , , �:--,' " I I&# I METER BY CITY i(PER C.O.A. il i�! il 4: i 11 V 11� .1 ::: z . - [I. - r- �' : .. �= ) -.�* .* i..: ,I, \ - - ) I ill : .. IE 12" Pvc � 5,3 ... -, , . " I STD. DTL. WADM-1) W/BACKFLO. STD. DTL. WADM-1) W/BACKFLOW � 0 . ..: ,:.��­... , , I STD. DTL. WADM 1) W/BACKFLOW - 11 fl I a �i� i . � * "I. C%kCMwvMQ --- . - . .. ..;: .. .... .i*--�P , . \1 , a ___U_T__L__ A1W_ _ . . . . ............... ..� �... '. I '­ - ""I I . "RIFIv- ::� I .. 1-.1 Z$ _"6 �.. I 1;1... .� X .................. 111. , ii� . . ; " 11* .1 , 1. �, PREVENTOR BY CONTRACTOR - � PREVENTOR BY CONTRACTOR ---- -:.­_­ ------ '_ n-,-- - I .---.-., __,_*_:_'_'_U!� k : .." ��i `E 1 /_ : V�` 'W=71.9 �^ - \ � � ........... ----,! ...- 11 I , * I . : '. - , � I & �� , , 61F . 7 . . .... � . i I . . , , . I . . . ... , � . � .11. � I NEW 12" WATER TOP=69.50 C"ill Ill I f..:, - � I .�­l Ill : ;. - �. .'' . . '*" PVC W= 7 1. "" 6�. . . 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" A- X, f 7, ON W ! " WAL. BETWEN V , ! I I - . I Z_ � � Record Drawin Certification 844 :.Y.A /��' I F : I 9 CONTRACTOR TO FIELD LOCATE AND VERII I /" EX, CN I� Z, , I i,; :E 1 2" PVC N = 6 9,, 3) () -,_, , c '-" FA C 02-0009 "?IJ450kr jy L 1#1 A--,' - 1"�',� _111� - X, � >mt . VERTICAL AND HORIZONTAL LOCATION - F ,)X -_ PROJECT REF. le - - I T NTAL LOCATION EX . P 01 WNE 11, ­%' 'RFM -=-, 7 !�), 0 1 I I OF EXISTING 12" SEWER MAIN PRIOR TO !P0 L E / I i 11 I 4AI %4, *��, , I NO : . %.. N01t" POLE .__ $* C I P r-.. -7 ".-,, - I `7�`%F` ,%�: 7 � �. �'k 2- , L ,_,:-;, � I , I------,- --- %,- I 11 ,� � A Z, 1.) I <0 OF EXISTING 12" SEWER MAIN PRIOR TO 1 8 . ". w I ANY CONSTRUCTION. NOTIFY ENGINEER OF CONTRACTOR TO FIELD LOCATE AND VERIFY A�11 I .0010 a, ,-A 1) THE FIRE SPRINKLER LINE REQUIRES A SEftxArE DETAILED ANY CONSTRUCTION. NOTIFY 04GINEER OF � I ;: G N ANY DISTREPANCIES. PRIOR TO CONTRACTOR These plans are approved for conformance with the City of Nr , % I Nminj I *: VERTICAL AND HORIZONTAL LOCATION 7hese drawings confortn to the Contractor's construction h`E. 1. C) ONTACT FIRE ANY DISTREPANCIES. PRIOR TO CONTRACTOR I w ' MAKING CONNECTION, COORDINATE WITH OF EXISTING 12" WATERMAIN PRIOR TO records- Auburn's Engineering Division requirements. � DEPARTMENT FOR REQUIREMENTS. FIRE SPRINKLER LINE SHALL MAKING CONNECTION, COORDINATE WITH 0 INSPECTOR FOR FITTINGS AS REQUIRED. ANY CONSTRUCTION. NOTIFY ENGINEER OF BY I Date I � I -10 \ q_ BE INSTALLED BY A V CERTIFIED CONTRACTOR. INSPECTOR FOR FITTINGS AS REQUIRED. ANY DISTREPANCIES. PRIOR TO CONTRACTOR I �, , I 1, I 1, 25672 4;� <t� 1 " I " I I I " ­ 1, I I WATER AND SANITARY SEWER PLAN I Q�i / _� VTH 87TIM 11 .......... 1�,_, l!il � /­ , [',� I I " III 'I "� ' " I q I R=2r- , , I I '� , * i " I . I - io_ �.!, _:�: I L=3j I , , .. 117-- - ` - ,5 ". `f0wo - *_ 5,� , ',"ox,-,� , I I E9 ; ; ; ; . _r _; "' ; ' * ' ' - W 1 7(( ­ " A l#1 9 I 1;0 I -I/ -,-,��,11 11 . .,,��,.�. F I," VL. � , www� �rK - '0 r z ; � i�,, I I 1 1 \ 2) MAINTAIN A MINIMUM DEPTH O I I MAKING CONNECTION, COORDINATE WITH ritlelPosition Approved By I - - I - / S T 0, AINS. INSPECTOR FOR FITTINGS AS REQUIRED. W"Co/ ,*"ft IONA L Confirmed by Clty I Date I Date Approved.- D-1 -AMENIN10010100 � --- � I I EXPIP�S 9Z23/0!9 an 11) 0 . 0 0 z I 41111< z ami 6 omm Ir z w 3:.0 ac, 0 F -___ t"- Cj) co (5 >11111110- A 41111< V) <_ ME11 z 3: < w (r) Cl) z N 4< - < a: a: 4< Oton 3:: co D 0 0 0 0 0 U) 111111111111111 0 mim] D 0 1140 Cl) ()O 0) 3:: cjj < 006 :D 0041r*4 , W)- , 4 > 04 qqr 0) I `1111111111IIIIIIIIIIIIIII10 =) w 0 q!MM 9Mt"` U) a * 0 a - C 0 ft 0 1* 11 - a 0 0 4!� It . I _4� I 0 V) ON C: 0 a V- 0 z > N_� (10 M P� 1`14 , (r) I - 4 9 z: 0 ".) M le 0 9 "*� 1�� �C` P� 'a 0 I 'D 0) I _0 V VON, IRM ***% N 1`_1j Qd C SA 6 C 3: 0 -!d 0 0 > 2 0. 0 _w I N__ �0 4) 0 L_ a -C 0 CL < 0 0 P� r\� . � (I 1_�__, �b ��_ I _,�', C_ Q) C) _�z _�c V) . LLJ 0 L) (:::) 11�1_ I I K > 1�� 2 2: CX z IX . . _�b i�) _,) (1) (-/) LAJ a- _j 4CL "=) z Ld X < Li- F_ L-i ;z LLj M L-C) "�_ 0� > < CN " C4 C--.4 :Z 460 Q) 0 0 N Do 00 CN r--,. ;..:) M z of L-C) QI-) z CIO QD 00 I I M Uj Uj Uj Q) 11N ,_"� 04 r*, < T­ T_ z: & V__ ,T� V) 'r- 39: U-) Lo 0-4 CN ft 00""� #V�N �­­ to U-) CD 7 z z w �J- "�� V.- C-1) CN 00 ,e-- C4 N LU .q. q* I >0 w 5; Z) . . t -r- �e -,.� %ft.10e 0 (Al �z '*",\\ %) 1*-.0 I CD q Q) ____ I L--- lz-_ __ (10 (3) � r1_1 L_ (0 ____ 4) -0 1111MM 8 E CD _4­j � :3 0 %61-_ -2 z 0) 0 0 r<1- .C. ,z) ..- M N V) 0 4C A I .. () I Q-) I [�- ---L' __ I - - 3 1741 -_ ­ _ I I .- 2" COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 2" CRUSHED ROCK AS NECESSARY PER GEOTECHNICAL REQUIREMENTS I o a ° 0 _o " o o�, oU 000 000 °O OOo 080 000 oOO • a - �� 12" CEMENT TREATED BASE TYPICAL PAVING SECTION NOT TO SCALE 3" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 2" CRUSHED ROCK AS NECESSARY PER GEOTECHNICAL REQUIREMENTS a�-u� 6 0 -e - g to ao , QQ -I ° 0 0 0 O 12" CEMENT TREATED BASE HEAVY DUTY PAVING SECTION NOT TO SCALE n" R" Ulu EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE CONSTRUCTION SEOUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 7. 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. 8. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 9. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 10. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 11. 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. 12. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 13. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 14. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 15. 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 WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 16. INSTALL UTILITIES PER APPROVED PLANS. 17. CONSTRUCT ROAD IMPROVEMENTS PER APPROVED PLANS. 18. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 19. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 20. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 21, INSTALL LANDSCAPING AND LIGHTING PER APPROVED PLANS. 22. COMPLETE INSPECTION/ PUNCHLIST MARKED "DRAIN" WITH LOCKING BOLTS FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. RIM=75.5 STANDARD GALVANIZED STEEL LADDER/STEPS 12" O.C. ° NOTCH WEIR LENGTH=1.59' EL=71.95 d 24" BAFFLE d 18"x 18"x 18" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) d 18" INLET PIPE EL=68.90 PIPE SUPPORTS NOTES AND DETAILS SECTION 1, TOWNSHIP 21 N, RANGE 4 E KING COUNTY, WASHINGTON ADJUSTMENT BRICK (4" MIN., 16" MAX.) OFFSET TOP SLAB a �d a a RISER OVERFLOW EL.=73.0 0 100 YR. WS. ELEV=72.95 12 MIN. d 25 YR. W.S. ELEV=72.70 0 10 YR. WS. ELEV=72.45 2 YR. W.S. ELEV=71.95 PIPE SUPPORTS 0 0 100 YR. Q= 5.77 CFS 0 18" OUTLET 25 YR. Q= 4.20 CFS PIPE PVC 10 YR. Q= 2.79 CFS 2 YR. Q= 0.94 CFS a `a INVERT 0 EL=68.90 18" WATER TIGHT z ° 4" MIN. CONNECTION d N PVC MANHOLE ADAPTOR RUBBER GASKET PLUG ORIFICE 0= 4 7 16 e d EL=66.90 SDMH TYPE 2-60" CONTROL STRUCTURE N.T.S. 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 WrrH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% ) OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40 -60% } 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 BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED ® 60 LBS./ACRE POND HYDROSEED MIX SPECIFICATIONS NOTES: 1. STRUCTURE SHALL BE TYPE II CATCH BASIN 60"0 MINIMUM. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 2. THE OUTLET PIPE SHALL BE 18"0 MINIMUM AND SHALL BE DESIGNED TO ACCOMODATE THE MAXIMUM ALLOWABLE DISCHARGE. 3. THE BOTTOM ORIFICE HOLE SHALL BE A MINIMUM OF 4 7/16"0. 4, PROVIDE AT LEAST ONE 3" x 0.0900 GAUGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0" VERTICAL SPACING). 5. SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS OF THE DESIGN STORM, SHALL BE BY THE EMERGENCY OVERFLOW SPILLWAY AT THE SOUTHWEST CORNER OF PROPOSED DETENTION POND. c o_ 10.0 MIN w �' 0 of 0.3' TOP OF BERM EL=74.0 z-`�-`�-`��-� w w 0 0 16" MIN a if N � TOP OF ROCK EL.=73.5 3'1 � z z 0 0 O o o O o 0 0 6" MIN w �7_ L- L L E-_ w w BOTTOM OF ROCK EL= _ -r 0 z 0 0 0 0 0 0 6" MIN. DEPTH, 2"-6" DIA. (L CL a- a a a a- Li a_ a_ QUARRY SPALLS 0 0 0 0 0 0 0 0 0 w w w w w LJ w^ w Id owwwoww EMERGENCY OVERFLOW SPILLWAY DETAIL a E E E E I E ' E E 25 NOT TO SCALE Y 0 Y 0 Y 0 Y 0 Y 0 Y 0 Y 0 Y 0 Y 0 a Q -� -7 0 M x 5�U_� MIXIMMM � L mT M �7) Y Y -5 M M M M 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 D-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 NOT TO SCALE SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL PACK W/ SAND 1 1/2" COMPACTED DEPTH CRUSHED •r 0 N N 04 N N N SURFACING TOP COURSE o 0 0 0 0 0 0 2 1/2" MIN. COMPACTED CRUSHED ` 04 �� N > JG SURFACING BASE COURSE - ao M i- I_ I �, r- 10 LO ,* z vvv 0 -,Y u � � vv �� � 0 / 0 ° O ° m O ooO coo ° ° o ago 0 00 00° 12" SUBGRADE COMPACTED TO 95% MAINTENANCE ACCESS TYPICAL GRAVEL ROAD SECTION NOT TO SCALE REVISED Record Drawing Certification FAC 02-0009 PROJECT REF These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Aubum's Engineering Division requirements. By Date Title/Position Approved By: Confirmed by City.Date Date Approved.• r; Er F_ z W U z O F_ U) m z J a H O ( z W Cl) p U a a W COF QM 0 W z � a cr a 0- CIO CL 0 O W -j co o Go of 0 O WWCd a' D z W ::0.•, 0 > N za W J�: D = W 0 00 m O LO rn v 0 0 v o O O U N Z Z L 0 o m M Y 0 0 0 Q 0 a�0) _ 0 v o H z j zM n IV) O z � � a EL w x �¢ Q z z r\ Ld N gz Q r7 N N C) N 00 CD � z o 00 N I- j p) c0 00 [If z u� o 0 Lj N I I Li s N Ln LO LO �� w o 00 LU > Y ._.. �. 0 to E C3 J NO Z - co 2 6 � 5 � �. CO � O cp L_ 4 25672 o 0 F�,SFG i S T z ai o BONA L E� a' - 0 EXPIRES 9 23/0 U i� 03PI72if SITE AND POND SECTIONS SECVCW 1, TOWNSHIP 0 N, RANCZ 4 E KM COUNTY, WASHINGTON .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ...... ........ ...... ......... ......I ........ ......... ........ ........ ....... ........ ...... ........ ........ . .... ....... ........ ......... ........ ......... ................................... z .. .... . .. ...... ......... ........ . ...... ...I.... ....... . ...... ........ ........ ........ .... .... .... ... ....... ......... ......... 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Z :< WW > > �o...... :. ......:.... ................... ......:........ :........ ........:......................:..................................:..............._................................................... ...... .... ; . . . . . . . . . .............................. _:........................ ............ : ; :... :... ....... ....: ......... ....... . .. _ :.. :. _. .. ...... .... Z a — — _ 2(8ix,>�- W W o," . till 2 :3a : tW 3c -.-- .........:........ ,� 0 F'r �T� Q ; . . . . . . . .... . . ; ; . . . . . . . . . . . . . . . . . ._--r . . .... . . . . ... . . . . . . :PROPOSED GRADE -- : : F : EL 77.0 . : — W : r —�.i : cn 5 L L L L _ Z 0 U 0 0 W W Z. M Z3 5 5 :... .. .. . . : ...... . . . . . . . : . .. . . . . . . : . . . . . . . . ....: . .... . . . . . . . . . . .. . . . . . . . ..: . .... . . . . . . . . . . . . . . . .�... . : . . . .... . . . . . . . . .a SECTION . . .. . . . . . .... . ...... __ __ . . . . . . . . . . . . . �+ . . .. . . . . 7+d:............................................. . .. /..........:......................................................................................................................:........................:.......................: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. _.— :................. — ... — f.. / W W 76 W W W W W W W / . 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Q .__,;,.__ s ; �� _'- . 7-7-7 . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IIIl III IIII : . . :./ . . . . . . . : . . : . . . . . . . . . _ . . . . : : . i m m Y m m 0] m m Y Y Y Y Y m m Y TR : WA tip ................. .:...:.. ...:........................:........................:........................:........................:........................:........................:........................:........................:....................... ... ........ ... .......... ................... : . .. a .........:...... ...... ......... ... / . . .... .. ........ ........ ... . MIN. .OF. POND EL. 74�.0 .............. .. ....... ..... . ....... .... ..... ........ ..... ..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ : ......... . : ....... /.. , ....... . , ...... ....MAX. :...... .:.... W.S.- EL.= 73.0 .. ......... .....:.........:.........:.. ......... ......... ......... ......... ...... .. ......... ......... ....... ... .... .... ........ ........ ......... ......... ......... ......... ......... ......... ....... ........ ...... ....... ........ ........ ........ ........ ....... ........ ....... .... = 0 v ,Y :.........:...... ...... f ........... : ." STATIC: W.S.. EL.. 69 ; . .f ... BOTTOMOF POND EL.=65.0. ......... ......... ........ ......... ..... ....... ..... ......... ........ ......... ......... ........ ........ ......... ...... ........ ...... .. .V._ ....... .. ... ... . .............. ........ ........ .... NOl�:....... ....... .. ......... ......... .. ...... ......... ......... ......... ........ ......... ..... ....... .... ........ ........ ........ ........ ..... .... ........ ........ . . ....I ..... 0° . .. m 7) _TT�° 0 m m �. .... .. .... ........ ... . . . ...: . . . . . . . . . : I . .. . . . . . ..... _ .... ... _ ...... ......... SEASONAL HIGH GROUND WATER EL 69.0 .. ......... ......... .... .... .. . M� 2 2 M M M «: ;. .....:...... ... ............. ..................... ...................... ...................... ............. ..... ..................... ...... .. ...... ............. .....:.... ........ ........ ... ............................ . . . O N N N N 0 0 0 C N N 0 C `� ...... . ....:........ . . . . I . .. . . I . . . . . /. ........ ........ ........ .... ........ ........ ........ . . . . . . I . . . I . . . . . ........ . . . I . . . . I . . . . . . . ... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ....... ... ........I: —'N \ oo — - M N N N p ....... .. .. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : \ N \ \ \ \ .. ........ ........ ........ ... I ............ ........ ...... ... ........ ........ ........ .... I ........... ........ ..... I .. ..... I .......... ........ .........: `__ W h h tf) t M ......... ....... ... ........ ............................................................. ../..... ........ .... ..... ........ ....... ..... ........ ...... ........ ... ...I..... ........ ........ ........ ........ ........ ........ .... ....... ..... ........ ...... . .... I ........... ......... .....I.. .....I.. ........ ........ ........ ........ ........ ........ ....... ....... ..... ....... ..... .... .... ....... ...... ....... ........ ....... ....... :f7f00 h tDtL) M N `' z : .—. / :..___/..................................:........................:........................:................ .. .. ................... ...................... ..................... ..................... .. :.. c. :.. . . . . . . . . . . ...................... ..................... .....• ............. ........ ..... ... .. .. .............................. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ .. .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ............ : .......... : : : : 1­1 ................... � ........ 11.1 ........... ­1 ... � ................. 1. ............................. : : : : : I ............................................ � ......... � ......... I .... � ........................................................................................................................................................................ : : : : : : : .................................. � ....... � .............................................. . � SITE CROSS SECTION : : : : : : : : : : : : � ............................................................................................................................................. � .......................... � ....................................... � ............ � .... � ................................. ­ ...................... : A C2 SCALE: 1 "=40' H. 1 "=4' V. SEASONAL HIGH: GROUND: MUITER EL.=00.0 .......................... ........................................ SITE CROSS SECTION SCALE: 1 "=40' H. 1 "=4' V. ....... ..,.... ........ ....:... ....... ........ ..:.... .......:: .....::. ... .... . ......... ........:..:.: .......:...............*....... :..............:... ..................... ..................... ....... ............ ...................... ..... :.. :. ......... ......... ........ ......... ........ ...... ...................... ............:........ .... ............... .. ..................... ........ ..... ......... .o ...... ........ ........ . . . . . . I . ........ ........ ........ ........ WE.4.. : ......... : ....:.........:......... ........ ........ ... .... . ........ ......... ......... ... .. .... ....... 76__................................................................................................._.....................................:........................'...............I....... ........ ..... I .......... ........ ........ ........ .. ... .... ..................... ..................... ....... ...I..... ............ .. .................... '/O . ....... .r. w ::- . a :......:.........:. SPALL BERWI :......................... . . . . . . . . . . . . .� . . . . . . -_ .... :..... • :SECTX)N :::::.:::..... : ° ::: ... * * ::=..... . . . . .. :: : _ : - : ::::::::: ::::::: ::::: :::::... : ::::.-,-- ........ MAX. IIV.S._ EL.=73.0 ... _:::::::: n......................................................... :.........:.........:.........: :...:.....:.........:... o."�.: :::::: . .... ............ .... ......._............ ...... ............. DGRAD.. :.................. PROPOSE E :.........:......... .. :::::: :::::::: .................... .......I............. ................. ... . . : \ ... ....... ......... ........ n ... O SECTION .0. : . . . . . . . . . . . . : "` Q : . . . . . . . . . . . . ,, . o ': .. . . . : : : . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , :.. :::::: . . . ::::::: ::::::::: :::: _:: 0 :.. o : 0 0 .: :: � S ATf W.S.- EL. 69.Q�: _ ::: :...... . : ........ _ ......::::..— . : ......... : ..... ...:.........:.........: . �: . ......... ... ; ... ... .. ......... ........ ........ : . . . . . . . . . . . . . . . . . ::::::... . . . . . . . . : . . . . . . . . . : . . O L, 'O L' O l:J ....*.... .. ........ ........ .00.0.000. ........ . . . . : . . . . . . . . . . .. ......... .. .. 0 o4Ao o ff :::::::: ::::::::: ::::: :........ ......... ::.::: : `0 02:: ..... ...... .. ........ ........ ...... ::::::::: ::::::::: :::::::: BOTTOM OF POND EL.=64.50. :o::.. °...: ° :........ ... ..... . d4...........:............: .....................:. ..:....:....:........ ......... ... ............ ..:....:........... ...:.:..:....:..._.... ........:....:.... .. :. .. ..... .............. ...................... ...................:. :..:.:..:... .........:.........:.........:.... ...... ........ ©ET... .... .. ........ ................................I... :.........:....... .. ... NOTE ..... 1.1. ;.... .........:.........:........ :: . .. : SEASONAL HIGH GROUND :WATER EL.=69.Q M1N.:TDP .OF. POND. L = .4.0 : ; .:..::::.:::::..... ........ . ..................:.........' ........MAX EL.=7 ......:.........:.........:.........: ws.' �.o . :.........:.........:1........ ::::: ::::::::: ......... ......... STATIC: W.S.: EL.=69:.0 ::::: ' ........ I :::::::::::::::::: : :......... _ ... . .........:.........:...... . :.........:......... ......... ........................... ......................................_..........._.................:........................:........................:...................................................................................................................................................... EL.=65.0.. .........:... ........ BOTTOM OF POhID ...... POND CROSS SECTION SCALE: 1 "=40' H. 1 "=4' V. These drawings conform to the Contractor's construction records. By Title/Position Confirmed by Clty.• Date Date PROJECT REF.• FAC 02-0009 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: jj� _�t" - Date Approved: 11—P _. V q- �6, O U III 0 z O z a V J J O z O 9 w cli D z W Q H 00 V) Q) D m Fr 65 0 W 0 > Er rW V/ N(^ Q D^ a- O U) O 000 O) Q w > W J J W m v 6 C N O O � U :E d all z O O z No w, �I I.44 ►-.4 / z/� Ir D m D Q ~T = T ] C�_ �y. ,� _0 "a C Y >, 0 C OL 3: V 0. • v ° r a o v ❑ ❑ 0 < ❑ C 2 U) C9 U o d' ZD Z � Z r II O cn Z W g V) y a w (J z x Q Z Z L� N '� :5Z Qn O N N N 00 & 02 m Z 00 N (0� r- Z Z o r- C ! ! T_ ww Z & o s U-) Ln cD Z � �n� W� d E =w�Y�� U rir � / o ..�� 211 5672 p c�� m T s+ FC/SlE \�� z' (7) 7 S/CIA L ECG o EXPIRES 9 23 0..�� I I Z� � V) E_ w v c 0 W41 . 724f - W ..... ' II I ►' V .._._................ �a90'S6'44" II ; R=25.00'1,0 Z I ..�.- r � I .... ............ ...._ _-�- U 1 li ill Z W W p cy Or . �..................... . n 111012.4102 � '' ''��I ;I! v I 1288796. 4 z � I� € (n U Z U U U U U U O hl W W W W W W W W W v CL (L a (L ELaa a ;I W W W W W W W W W Vi Vi Vi iii ir�unEn ' Z 1 III of of F: 0: X- X x of 1, 88848.3558 I; Z m 110921.8662 ' Smm m mmmm m m O hP UI Y Y Y Y Y Y Y Y Y a o 0 0 Coco a o � Q1288796.0636 I' I LL 1E ii q' i C=.9 C=9 7) C9 7) 7) 7=1 C=9 7) y � � � •� -� � � U O i II III III /!l '� MI III, 4Q m m m = m m m m I'm ;I III II, � L� Vr Li LL- L- L- L� d ul `1 Y m M M M M M m 846.9722 II, In o 0 0 0 0 0 0 0 00 ------------- - r D, o �` - M rn v A' 0\0 r-Ill L d\' M + p 110677.6617 ; ?i • "I 30.2 i v' rn oo r- co In � In N 6 1 ( 11U04/.V004 I I - - -- - -- -- -- -- -- II Z E 1287898.6162 - ` - - i ,:•i N 110823.2907 N 1 j9822.4572 110821.6828 N 110820.9501 W 11 20.4917 ' 1 70. N, N 110819.7553 11 1 N 110818.3211 II 1 12$8023.6124 , E 131.2825 E 1 88481.2721 E> 1288581.2691 l 1= 1288 66. 265 a 6• f' 12 385.9449 ' �) III III 1 �- -� III II I 110786.2676 II III h t ? I I I 1287928.4012 IN 110778,4139 E 1288630.9505 I 110755.7759 I 45.01 I; II A11,9777.1. 7 ';ja ;II € 1 7 .3 N 110 6.9775 i 288217.4 i __...... E....1 _ .111 _ ....4........... N 110740.8853 ............................. _. �.�..,._............. .........-.�................ ...... ___. -�.. � ____._.._�.�.......�...................... - �� _ � � _ . _ - _................ - -. II is12 III IJftliiiiiiiiiijilljlllllI 110725,6289 110723, 7 N 110759.8261 E 1 88194.96541288622.2412- - E 1287975.0629 i I 110 11 I 'I 0 0 0 o E 1288241.8307 � N 110718.6328 I rfF El > Elo 0 0 0 0 0 88 22. 081 .�_....._ ......... a O � __ II o I#ypEj,. 1141 N - - - -.? *: .....: .., N 11 N 110720.1834 - - - ..�.....- ................ _., _ ......... \ N -- -- ,........� 19RR7 � Ali I ly I E 128 i E 1288236.9684Uj ___. o 7lt2.5 I III I I II I ❑ ........... ............... f..- i' % II III i III I II • FS � N 110660.7542 H ` ! �...___..-�.................._.. _ II ,II ,I, I II N 110634.7252 NEW BUILD NG 3b III L. E 1287944.1264 N 110622.2508 = I II' I :., . FF 77. E 1288804.0311 III II E 1288216.3617 i N 110650.7453 ! ; ;II E 1288581.9407 EX. BUILDING 4FF IF' Itil I � li ;jI III .I II 5.5 a -............... I �-......................_._ .,.... ' 1 611. 28884 o81 II .. ° O o ° I hl III °O6h' ' I I -_---------- II N II hl 1 II II 110622.0054 ,III •� � ! o ° i N 110615.4291 i I E 1288170.9871 i h o ° a? o o i 4 I �I iII I it o I' I NEW UILDING 3a _... ..___� - - ___......... 0 FF__ 77.0 �o �0 E it iii I I II NEW BEN' ILDING 2 � III I'I I II ' 105 63. I I II FF 77.® :.; I� li 88 96. N 110517,7584 E 12886 3 2 1 46 ...... - ..............._ 1 III III I NEW BUILDING 3c II II II. , II II j I ' II I N 110530.3904' II I'I II 4 1 E 1288257.332 FF a 77 'II III E • '' , ..............._.. �............... E 1288170.2996 I III III I II, J. ,II III I II i - ......ij ;ii II N 110463.6873 I{ E 1288796.3691 " II 11 4 77 N 110439.6324 I E 1287942.9949 ❑ E 1288315.2186 N 110437.862 E 1288545.2118 ° ............. ............................... N 110424.882 N 89 I' I I,I I 11 i E 1288320.8565 E 8 33 4{ 11 25.52 3 'III 1 II v j ❑ o o I� III 99 E 12�239.0 02 0 II ° N 110400.1245 000 N 1104 1.983 E 1288117.9075 0 o I III II Ib �. _ ........ I o i E 1288623.8604 0 I; III III II '-•: }'3 o � � II III III I � III 1 � 'I�I�I•,,q] I II � 1 130397,4745N89'33 26 .37 f' 87860.1896 _ _____ _ _ _ __ _ ---- ----------------- -- - ----------------------------------L------- --- -- L�, �ILi y ' M _ _ _ __ ____ _ _ _ __ _ _ _------------ - ------------- _ ----------------- - ------ ---- _ -- --- -- -- - - ------------- -- ----- --- �- -- - - --- ---- --- ----- ---------- ---- ------ ------------ --- ---- - ----_ ------H----------------- --- ----- ------ ----- --- -- - ---- �- - - ---- -- --- -- - - - -- - - ---- ---- -- -- -- --- - _ -- --- _--- r-- - - - _ _ __ - - _J - _ - --- --- -- --- --- - - - - - Or- ..........r-'A=89' 19'09" R=25A0' // _........._4 ...... - _.......... _ ..........=M ^....... .. .... BOUNDARY BLVD. W --........ ......� ............ ..... ----- ---- --- --- - ----------------------------- O --------------------------------------------------------------------------------------------------------------- --------------------------------------- --- - - --- - - - - -- ---- ---- I 1 � ___ ____==_==s-_-==-_�==_=ssi==_= --- -- ---a==-=a�={=--_<i-====a==�=�==r�=�=ass=:==�=�R:��zY=m_ _ - _=�rz=t-zaL===--_==_==a=====_a-�===.� _=====s_===_=a===a_====_____ _ _ --- - --------- - -------------------------------- -------------F------------------- -- - -- ------------- s=..------------------------------- --------------------------------------------------- ------------------------------ ----------- - - -R` ---___-- _ ---- -- ----- - ------- < II �, - - - - M L.. II . ,,, • , � - �°------------------�-------------------------------- REVISED ' _....... ' Yp.•............ Fa C CS � J P (C --------------------- _ (r .€ � .------- .......---. --- _ (0: --l.. ..................... W (G h) � ................,........u_._.._,-- II I .r Record Drawing Certification FAC 02-0009 ``��; �,. PROJECT REF.• HORIZONTALCOO PLAN ---------------- ----------------------- I II................. -- ------------------ T SW ' II .-...�.............. ...._.... -........ .._. - ............ -...,, __..._-...... ... ...... ------._. -....-- 11 h ..._ .._.. .- .................... }{....... N, ...1.1-1021.6324 ............ - ._..................... - ..-...... � -..�..._ i- � I I ............. 10=4 --------- ------------------------------ E 1288279.901 -- - - - '-- - - - - -------------------------------------------------------=Yz= ===z== _______________-_-___===-__ --a-=====__=_- -- -_�__ _==___==___ _=s=- --- -- - ------------=------ ===sa_a�=s_---------- - ---- -- ---------------- - --- - - -- -- - --- - - - --- - =v I a 4 1 _ _ v 4� 8. 4s --------------------------------------------- 0 20 40 80 � � � __ � II , i iL i II O W U W) J = O 00 O W ♦ j Cf Ly _ =) W Z D n p > w N D O LL o „K 4 N 1 ! 2 NI 0 N N o v� C 3 Y to 2 d v = V) 0 U o gV) W Z x L J Z w QON0000 zof rn 00 (0 I 0000 I Fr z nQ Ln LC) z c� U z �� r H Lr) U-) w UU) S� z f Q � z LU t`S 8 a c0� These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn s Engineering Division requirements. By Date l r I I I Title Position / 5672 �` �� Approved By: 01 E z I S 4NA Lj E� Confirmed by C/ty: Date Date Approved: 0 EXPIRES 9 23 0 w I Prune diseased and broken branches lro gaugqe steel wire throegKi clear vinyl hose below first crotch Plantincl pit min. 2x2 wooden stakes twice size of root securely driven into ball ground. Stain brown. ,096 Water basin with 2" mulch un lazed planting pit sur ace `Lill _ ��-�- - 1/2 topsoil, 1/2 native soil, roll mln. s" nl- water pthorou hl , fertilize jil� 1 r-rrll--1�1- Root barrier for all trees within 5' of pavement and sidewalks. DECIDUOUS TREE PLANTING DETAIL No Boa Is rune diseased and r broken branches lUater basin with 2" mulch Compacted topsoil _ water thorougllcy, ,L fertilize as req'd ,r ^ Plantingq hole min. twice size of root ball SHRUB PLANTING DETAIL No Boa Is NOTES 1. Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgracle shall be scarified or rototilled if conditions require. 3. 4" depth 3-way topsoil 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. ro. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. -i. All mass plantings shall have triangular spacing. a. 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. 11. a" 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 BOTANICAL / COMMON roll m Lal )pool l bed LAWN / PLANTING BED DETAIL No Sca Is GROUND COVER SPACING DETAIL No Scale- Triangular Spacing -une diseased and oken branches gaugqe steel wire ^ougR clear vinyl >as ) 2x2 wooden stakes )aced at equal Intervals. ter basin with 2" mulch topsoil, 1/2 native soil, ter thoroughly artincl pit twice size roo ba I 1 EVERGREEN TREE PLANTING DETAIL No Boa Is Acer Platanoides 'Emerald Queen' / Emerald Queen Maple 2" Caliper BBB F'runus 5erru Iota 'Royal Burgundy' / Royal Burgundy Cherry 2" Cal. B$ B Pyrus Calleryana 'Capital' / Capital Pear 2" Gal. Gupressocyparis Leylandii / Leyland Cypress 6' minimum B$B Euonymus Alata 'Compacto' / Compact Burning Bush 5 gallon Full $ Bushy ® Thuja 0. ' Emerald Oreen ' / Emerald Oreen Arborvitae 5' min.B$B Viburnum Tinus 'Spring Bouquet' / Spring Bouquet Viburnum 5 gallon Full $ Bushy Gistu5 Hybridus /White Rock Rose 5 gallon Full $ Bushy O Prunu5 L. ' Otto Luyken ' / Otto Luyken Laurel 21'' min. o Buxus 'Green Velvet' / Oreen Velvet Boxwood 15" minimum Full 4 Bushy o Berberis Thunbergii otro. 'Grimsom Pygmy' / Grimsom Pygmy Red Barberry I gallon Full � Bushy 0 Azalea 5096-50% mixture Everest $ Oa iety 2 gallon Arctostaphylos uvo-ur5i / kinnickinnik 4" pots 24'' O.G. Sodded lawn 4 PROJECT REF.' This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By.' Date Approved: 2 / �Z BOUNDAR�` E3L_\,/D. NOTE: ALL LANDSCAPE AREAS WILL HAVE AN AUTOMATI C RR1 C ATI ON SYSTEM. SEE SHEETS L-5 4 L-4 PROPERTY LINE LANED5CAf=E i=LAN 5C,4LE. 1 20'-OII MAIN STREETDESIGN Flf--L--J LANDSCAPE ARCHITECTURE 0 i0' 20' -'o 611 Main St. Suite F (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax C: 1 THE FUSIOON 0� ARCHITECT RE, ESIGN TLECHNC?LU1GY & PEUPLE 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 :1 0o'didsh, OPUSS VICINITY MAP 18 6 PROJECT LOCATION 15TH ST SW NORTH J .............. ........... ............. ........ ........... ........... 3. . 2/23/05 _ City. Comments . . . . . _ 2. . . 1 /10/05 _ Site. p.lan . chan.ges. . . . _. 1 1 1 /11 /04 Site plan. changes ISSUE NO. DATE ITEM PROF RONCH&L WARP STATE OF WASHINGTON REGISTERED DSCAPE ARCHITECT KEN LONEY CERTIFICATE No. PROJECT INFORMATION OHEE`T HFOM&MOH RELEASE FOR: SITE PLAN APPROVAL SUBMITTAL TITLE: LANDSCAPE PLAN _. .......... . ...... BUILDING 2 -& .3 -DESIGNED BY. DRAWN BY: REVi£WED BY: APPROVED BY: -DATE: 1 1/ 1 1 /04 ( 1 SHEET N0: PROJECT NO: _ V V V V V V O�./�BV��VOI:h:Jtl LJ U 4 1999 SYNTHESIS, LLC 03D/72i( jPROJECT REF. - Ar99&qZ-_ 9 This plan sheet conforms with the City of Auburn Planning Department minimum londscope requirements. 50UNZ)fRAY 5LVID, LANDSCAPE FLAN NOTE: ALL f=L,4NTIW-z AREAS UJILL HAVE AN AUTOMATIC IRRIGATION 5'rSTEM. SEE SHEETS L-34L-4 SCALE: 1"z201-011 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 611 Afain St. Suite F (425) 771-4809 Edmonds, #A 98020 (425) 771-5728 Fax �C THEE FU�jIi�N 11911 NE 1st ShM, Suft 103 Beftwo, WA "M 425 6461818 (fax) 425 00 4141 b"I DIK;T-4 VICINITY MAP PROJECT LOCATION 15TH _ST_ .............. .2. 2/23/0.5. _q#y. Cwnffw7ft . . . . . 1 1/10/05 Site p1w Chang" . . . . . . . . . . . ISSUE NO. DATE ITEM . . . . . .. . . . . .. . . . . . .. . . . NP MR MAU E4,;] I IN, F W_ PROJECT 1,04JI09, 0SHEET INFCwww}f�MA __ .......................... RELEASE FOR: . . . . . . . . . . .. . . . . . . . . . . . . . . . . TITLE: LMDSWE PLAN ...... � B11,1110INGS .2. dC 3 DESIGNED BY DRAWN BY: . . . . . . . . . . REVIEWED BY. APPROVED BY: . . . . . . . . . . . . . . . . . . . DATE: 11/11/04 .......... _.- SHEET NO- L - 2 .......... ...... PROJECT NO: . . .. . . . . .. . . . . . .. . . .. . . . . . . . . BOUNDARY BLVD. THIS DRAWING FOR REFERENCE ONLY. NOT FOR CONSTRUCTION. SEE SHEETS L-1 THROUGH L-10 15TN STREET SW EXIBTMCs PAVERB_81CaN.. _, 11911 NE 1st Street, Suite 103 W. C4&lpawr TO FaSMAN Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 6• 36• BMWI t -- w w N `-, 36a BED+ .61TE fREPPRENCE f=LAN NO SGALE OPUS W fy co W 0 W A koLo W wQ W o Q �co V1 U Z �43 ~ J � ow OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: PERMIT SUBMITTAL TITLE: SITE i :EEERENCE PLAN ............................... DESIGNED BY: KL DRAWN BY: X REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: L-0 PROJECT NO: 97016.22 © 1999 SYNTHESIS, LLC 030l-;Lq ROTOTILL PLANTING AREA E WESTERN CURES AND PROPE LINECEDGE OF EXISTING WET TO A 12" DEPTH MINIMUM. 5) VA 0 . I ,ram, F- .q EXISTING WETLAND DITCH TO REMAIN PROJECT REF.- FAC0012-99 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: 11&11�' VZ- Date Approved: 9'17' GROUNDCOVER UNDER LANEDSCAFE FLAN 5C,ALE• III=20I_/TIT 0 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 OPUS �J ry H � !� Q La W U W z` r• �0 LO U Q W o CV Q �rn U V) Z Q N� �o _ �w ............................... .............................. .............................. .............................. 5 8/23/02 CITY COMMENTS 4 8/19/02 CITY COMMENTS .............................. 3 8/5/02 CITY COMMENTS 2 5/24/02 SITE PLAN CHANCES 1 .............................. 3/1/02 PERMIT SUBMITTAL ISSUE NO. DATE ITEM U w � Li � O U O� � Qf W Z 0 LLJ Q zo w LLJ z �— _ W W J Q=� U) ZCJ F-� (n Q W ULJ WL� Y 1- Z Q U OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 .................... .......... RELEASE FOR: PERMIT SUBMITTAL ................................ TITLE: LAND5CA E. PLAN . . . . . . . BUILDING .1 .............................. ............................... DESIGNED BY: KL DRAWN BY: JK . . . . . . . . . . . . . . . REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: PROJECT NO: 97016.22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ® 1999 SYNTHESIS, LLC 030 I z 15T�4 eTF,,EEET 5UJ EXISTING PAVERS, SIGN A�le1 n1 A�Itl11/_G -" ' LSL.ww A1wI PROJECT REF.- FAC0012-99 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: Date Approved: 9' 0•01- a c�4ERRY 'O REMAIN 11 BERM LAND5CAPE PLAN SCALE. 1''=201-011 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 � OPUS Wry �� ~ W t` LO E'er U N CV °-`- W ry W Q W W o CV Q CO rn U 0 Z � Q �o J o� .............................. 5 8/23/02 CITY COMMENTS 4 8/19/02 CITY COMMENTS 3 .............................. 8/5/02 CITY COMMENTS 2 5/24/02 SITE PLAN CHANGES .............................. 1 .............................. 3/1/02 PERMIT SUBMITTAL ISSUE NO. . . . . . . . DATE . . . . . . . . ITEM . . . . . . . . . . . . . . . . U W f- N7 Z� _ 0 00� ry WZ Wz� z o� Cn W n J Q WL � (n Q w of V) `S F- IY Z Q W U J OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: PERMIT SUBMITTAL . . . . . . . . . TITLE:. LA.NLJD5. . C. H.Ia.,E.pL.N. .*. . . . . . . . . BUILDING 1 ............................... PN,45E I DESIGNED BY: KL DRAWN BY: JK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: L — 2 PROJECT NO: 9701 6.22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ® 1999 SYNTHESIS, LLC 030172.q Plant twice ball P -rune diseased and oroken branches 6 gaups steel wire LhrougqFi clear vinyl ,iose Tcelow first crotch 2x2 wooden stakes Securely driven into ground. Stain brown. ,Dater basin with 2" mulch ,inglazed planting pit Sur ace /2 topsoil, 1/2 native soil, ua ter thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Sca le NOTES 1. Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 4" depth 3-way topsoil 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 editi n. (o. lan m terial r size or kind not available ma be substit ted only with apinroV I cape Architect or O wr o L d in -1. All mass plantings shall have triangular spacing. L 5. All tree pits shall be inspected to insure proper drainage. 13. Positive drainage shall be maintained. Mound planting areas minimum 12". lm. Shrubs and trees minimum 42" From curb For car overhang unless wheelstops noted. 11. 8" wide bark mowing strip where lawn is adjacent to bui Id ire. 12, Landscape Contractor shall maintain site until final inspection and acceptance by Owner. PLANT LIST i SYMBOL CAL / COMMON La LAWN / PLANTING BED DETAIL No Sca Is Planting be 2" mulch 1/2 spacing distance GROUND COVER SPACING DETAIL No Scale- Triangular Spacing SHRUB PLANTING DETAIL No Sca le bed Prune diseased and broken branches Water basin with 2" mulch Compacted topsoil watdr thoroughly, fertilize as reci'd Planting hole min_ twice size of root ball or platanoides ' Emerald Queen ' / Emerald Queen Maple 1-5/4" Gal. B$B av GI. along ISSS.W5" �u���r�,ata ' R`o�alBrad' 01.545 I B4BRd e IN scouleriana / Scoulers Aillow 1-5/4" Gal. B$B / D`tpe Ma one min. Pyrus ca I leryana Capital / Capital Pear 1-5/4" Cal. B $ B gnus cortorta / So're Pine 6min. B� B Pseudotsuga menziesii / Douglas Fir 6' min. B$B Thuja plicata ' Atrovirens ' / Atrovirens Red Cedar 6' min. B$B Gupressocyparis leylandii / Leyland Cypress 6 min. BBB Cornus stolonifera / Redtwig Dogwood 2 gallon full � Bushy Euonymus alata ' Gompacta ' / Compact Burning Bush 5 gallon Full $ Bushy Synphoricarpus albus / Common Snowberry I gallon Full a Bushy Viburnum tinus ' Spring Bouquet ' / Spring Bouquet Viburnum 5 gallon Full � Bushy Cistus hybridus / White Rock Rose 5 gallon Full $ Bushy Rhoodendro�' Jean Marie de Montague ' 24" min. Full 4 Bushy Rubus spectablis / Salmonberry I gallon Full $ Bushy trrera Oo Prunus L. ' Otto Luyken ' / Otto Luyken Laure 1 21 " min. Fu I I � Bushy o Buxus ' Green Velvet ' / Green Velvet Boxwood 15'' min. Full � Bushy o Berberis thunbergii atro. ' Crimson Pygmy ' / Crimson Pygmy Red Barberry I gallon Full Bu: 0 Azalea 50%-50516' mixture ' Everest ' ' Gaiety ' 2 gallon Full Bushy Gaultherio shallop / Salal I gallon @ 56'' O.G. Arctostophylos uva-ursi / Kinnikinnick 4" pots ® 24'' O.G. Hydroseeded Fine Lawn . . • • Hydroseeded Erosion Control Seed Mix Eco Turf Seed Mix by DF Marks Company E30L lDAR*T' 5LVD. PROJECT REF. FAC0012-99 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: �i111R/ Date Approved: g•�7'�� LANpSCAFE FLAN SCALE: 1"=20'-O" 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 NA � OPUS W ry rn00 ~ oe w QLo I W U W - LOLO I Nr W� w Q W o Q �CO U � of 0 Z Q o J � o� 6 8/23/02 CITY COMMENTS 5 .............................. 8/19/02 CITY COMMENTS 4 8/5/02 CITY COMMENTS 3 6/14/02 CITY COMMENT 2 .............................. 5/24/02 SITE PLAN CHANCES 1 .............................. 3/1 /02 PERMIT SUBMITTAL ISSUE NO. DATE ITEM F U W zo = O�O 0 wZ CDW Q WZF_ ZW J W (l) a�0 Q _j Q w� (n Q W Cn Y F- C) ry Z Q W U J OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: PERMIT SUBMITTAL TITLE: LANDSCAPE PLAN ..... ...... ........ BUILDING 2 ............................... PH,4E?E i i DESIGNED BY: KL DRAWN BY: JK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: PROJECT NO: 9701 6.22 ® 1999 SYNTHESIS, LLC o3 0 r7xq (SEE L=14La2) l/I.�IVDf-,t 5L 1l D. PROJECT REF- FAC0012-99 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: %� Date Approved: 9 - n' p2 LANIDSCAf=E f=LAN SCALE: 1"=20'-0" 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 6461818 (fax) 425 646 4141 OPUS ~ W ry � rn� 00 N aLO I I W ly W Q WCV o l� 1 00 rn Z o� .............................. .............................. REVISIONS .............................. .............................. 4 8/23/02 CITY COMMENTS 3 8/19/02 CITY COMMENTS .............................. 2 5/24/02 SITE PLAN CHANGES 1 .............................. 3/1 /02 PERMIT SUBMITTAL ISSUE NO. DATE ITEM U W � pry I— ZL _ W wZ 0� n, \L)} C�� Q Ow I w a J � Q=V) CJ zv < (n w U Q v) Y (-) z Q J U PROJECT INFORMATION OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 SHEET INFORMATION ............................... RELEASE FOR: PERMIT SUBMITTAL .......................... TITLE: LANDSCAPE FLAN ................ BUILDING 3 ............................. FI 4ASE I I DESIGNED BY: K L DRAWN BY: . . . . . . . . . . . . . . . . . . . . . . J K . . . . . . . . . REVIEWED BY: APPROVED BY: DATE: 01 25 02 4 SHEET NO: PROJECT NO: 9701 6.22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01999 SYNTHESIS. LLC o3 D 171Lf PlantW4 Oft min. twice *-Tkb of root, ball , 6" mint- DECIDUOUS TREE PLANTING DETAIL No Ica Is ♦ ♦ _ I� �d gCp l��l "" SHRUB PLANTING DETAIL PLANT LIST ., .SE I AND DETEN11ON �0 • C-01MON p lotono ides ' Emero Id Queen ' / Emerald queen Mop le 1-3/4" Col. B 4 B 5" Gal. ale 13th Bt. S.W. sarrulato ' Rouol Buraundu ' / Roua I BurquncW-ru I -3/4 Gher" awl B WS , IN scouleriono / 5coulers Willow 1-5/4" Gal. 645 ,;cane min. Pyrus coo la rycnna ' Gap i to i ' / Gap ito I Pear 1-5/4" Col. 545 nus contorts ���re Pine min. B4 B Pseudotsuga menziesii / Douglas Fir 6' min. B4 B Thuja plicate ' Atrovirens ' / Atrovirens Red Cedar 6 min. B4 B Gupressocyparis leylandii / Leyland Cypress 6min. 54 B edtwi ollon Full 4 Bush Gornus stolonlfera / R g Do g�Iood 2 g y 0 Euonymvs oloto ' Compacts ' / Compact Burning Bush 5 gallon Full 4 Bushy or icon pus o i s / Common Snowberry I go I I on Full 4 Bushy Viburnum tinus ' Spring Bouquet ' / 5pring Bouquet Viburnum 5 gal ion Full 4 Bushy Q Cistus hybridvs / bite Rock Rose 5 gallon Full 4 Bushy 36" 9WTQ!"i SIG+"" T.'=rQ-1 0 STREET ' Jean Marie de ' 24" min. Full 4 Bushy Rubus spectob I is / 5a Imonberry I go I Ion Full t Bushy " ' olo �` Ei ero rd---&r / `5-ne- r6id" Or6en -A `bob" Itoe O Prunus L. ' Otto Luyken ' / Otto Luyken Lavre 121 " min. Full 4 Bushy o Buxus ' Green \/civet ' / Green Velvet Boxwood 15" min. Full 4 Bushy a Berberis thunbergii atro. ' Crimson Pygmy ' / Crimson Pygmy Red Barberry I gallon Full 4 Bushy 0 Azolea 50%-50% mixture ' Everest ' ' Gaiety ' 2 gallon Full 4 Bushy Caultherio shallon / 5olol I gallon a 56" D.G. Arctostophylos uvo-ursi / Kinnikinnick 4" pots a 24" D.G. Hydroseeded Fine Lawn liydroseeded Erosion Control Geed Mix Eco Turf Seed Mix by DF Marks Company Me . •, W • � ,.: a� 1, Lai LAWN / PLANTING BED DETAIL No cie Sa NOTES 11911 NE 1 st Street, Suite 103 Belkmm, WA 98W5 425 6461818 (fax) 425 646 4141 ha Z w D cp, -Vto 1: U CV N W� j w rnE-0 LL U in Q o� .............................. .............................. 5. 8/27/02 WE PLAN CHANGES >psoil 4. .8/23/02 CITY COMMENTS 3 . 8/19/02 . CITY. COMMENTS 2 SITE. MAN CHANGES bed .5/24/02 1 .............................. 2/25/02 PERMIT SUBMITTAL ISSUE NO. DATE ITEM 1. Subgrades, including berm, to within i/Wth foot provided by General Contractor unless otherwise noted. 2. grade shill be scarified or rototilled if conditions require. 3. 4" depth 3-wait' topsoil or equal in all planting arenas. 4. 2" depth fine grades: bark mulch in all planting beds. 5. All plant material shall be heakh4, full and conform to USA s rd or ees i h. Plant material or size or kind not available may be substituted oniy with approval of Landscape Are�litect Owner and City of Auburn, in writing. la r s ing. 8. All tree pits shall be inspected to insure proper drainage. S. Positive drainage sl^►eoll be maintaineed. Mound planting areas minimum 12 ". 10. Shrubs and tress minimum 42" from c rb for car overhang unless wheselstops noted. 11. 8" wide bark mewing strip where lawn 16 adjacent to building. 12. Landscape: Contractor shall maintain sits until final inspection and acceptance by Owner. That pk in sheet conforms with the City of Auburn PkIrviiiro`g Deportment minimum landscape requirements. SCALE; 1"-20'-O" OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: PERMIT SUBMITTAL TITLE: LANDSCAPE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILD...iNCs .4 ..... ............... ....... PI PHASE .................. ...... ....... DESIGNED BY: ............................... KL DRAYM BY: X REAE*ED BY: APPROVED BY: DATE: . . . . . 01 25 02 . . . . .SHEET L-5 NO: ............. PROJECT NO: . . . . . . . 97016.22 . . . . . 1, . . . . . . . . . . . . . . . . . © 1999 SYNTHESIS, LLC 03D 17XL( Record Drawing Certification These drawings conform to the Controctor's construction records. Date Title/Position Confirmed by Clty: Date IF�iP,IG=i:AfiION FLAN SCALE: 1"=20'-O" 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 OPUS W rn� I I W U LOLO I U NNr �`- W fy � W o CV �co l/ 1 Q rn U 0 Z � Q �o �w REVISIONS 1 5/31 /02 SITE PLAN CHANGES ISSUE NO. DATE ITEM U W pry Zp = w � Orh wZ 0 Q w o LLJ Ld Z �— w n J Q=V) �� ZU �U (n Q w U) Ww Y r-) Z ry w Q U J OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 ............................ RELEASE FOR: PERMIT SUBMITTAL ........................... TITLE: IRRIGATION i=LAN BUILDING .1 . . . . . . . PH,4SE I ............................... DESIGNED BY: KL DRAWN SY: JK REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: 6 .......................... PROJECT NO: 9701 6.22 ......................... • ® 1999 SYNTHESIS, LLC 1E�TH STREET 5UJ Record Drawing Certification These drawings conform to the Contractor's construction records. Date Title/Position Confirmed by Clty: Date EU5E EX15TING IRRIGATION I TN15 AREA WPERE FEASIBLE DR 100% COVERAGE. IIGAfiION FLAN SCALE: 1"=2m'-m" 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 6461818 (fax) 425 646 4141 OPUS ry � co W z. LOLO Q W o V1 Q 0) U rn O Z � �v Q �o �w .............................. 1 5/31 /02 SITE PLAN CHANGES ISSUE NO. DATE ITEM OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: PERMIT SUBMITTAL TITLE: IRRIGATION FLAN ... BUILDING 1 F4,45E I .............. ................. DESIGNED BY: KL DRAWN BY: JK REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: 7 PROJECT NO: 9701 6.22 ................. ® 1999 SYNTHESIS. LLC 03D !?;.y h grade/ Top of mulch -Up sprayy sprinkler lastic MPR nozzle nch male NPTx Ac[O Inch � Elbow fipple or Funny Pipe Schedule 40 Tee or Ell nch male NPT x .4a0 Inch Elbow i-vc, Lateral Pipe POP—UP SPRAY SPRINKLER No Sca le Pa Select bac�kfill remove rocks, ; debris and sharp objects PVC Class 200 sleeving twice size of pipe • Lateral or - Ma inl ine SLEEVING DETAIL No Sca Is 2 DOUBLE SWING JOINT No Sca Is Finished grade Select backFill; remove rocks, debris and sharp objects PVC Class 200 Lateral 1p • Height above grade determined in Tield. Black pipe only. Shrub spray head Finish grade 12" Nipple (2) q0° Morlex Ells PVC Schedule 40 Tee or Ell PVC Glass 200 Lateral Pipe PVC Glass 200 VZZ e - -� Mainline Valve Wires TRENCHING DETAIL No Sca is Pressure Reducing Valve, if required Gate Valve Quick Coupler Valve Master Valve, if required For winter blowout rfi PVC Mainline �— Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Sca le IRRIGATION SCHEDU SYMBOL DESCRIPTION RADIUS GPM PSI r Q 50 H ig a 0 RAINBIRD T30-2.5 T-BIRD SERIES 4" LAWN POP-UP 30' 2.60 3E ® RAINBIRD T22-1.3 7-BIRD SERIES 4" LAWN POP-UP 22' 1.30 3E Q RAINBIRD 1500 MPR 15' SERIES 4" LAWN POP-UP, 6" G.G. 15' 1.55H 30 Q �o �o �o RAINBIRD 1800 MPR 12' SERIES 4" LAWN POP-UP, 6" G.G. 12, 1.30H 3C (D RAINBIRD 1500 MPR 10' SERIES 4" LAWN POP-UP, 6" G.G. 10, O.'TaH 3C () zj P3 RAINBIRD 1500 MPR 5' SERIES 4" LAWN POP-UP, 6" G.G. b, 0.111H 5( O -6 0 I) RAINBIRD 1800 MPR 5' SERIES 4" LAWN POP-UP, 6" G.G. 5' 0.20H 3( ❑ RAINBIRD 1500 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. Q'XIS' 1.75 3C RAINBIRD 1500 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. 4'X30' 1.21 31 ® RAINBIRD 1500 MPR END STRIP 4" LAWN POP-UP, 6" G.G. 4'X15' 0.61 3 RAINBIRD FEB SERIES PLASTIC VALVES © RAINBIRD E5P-16MG SERIES 16 STATION CONTROLLER (BUILDING 1) RAINBIRD E5P-5MG SERIES 5 STATION CONTROLLER (BUILDINGS 2) ® POINT OF CONNECTION: 1-1/2" IRRIGATION METER 1-1/2" FEBGO 505Y DOUBLE GHEGK VALVE 5/4" OUICK COUPLER VALVE I STATION 27 GPM — — 2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC GLASS 200 = SLEEVING, PVC GLASS 200 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'GAR5ON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRE55URE TEST BEFORE BAGKFILLING. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NEGE55ARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. Record Drawing Certification These drow,ngs conform to the Contractors construction records. Date Title/Position Confirmed by Clty: Date I(RRleAfilON FLAN SCALE: P=20'-O'' 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 H W � LO � I I U W z. LOLO I �a ry Q W o Q co rn U Z o� REVISIONS 1 5/31 /02 SITE PLAN CHANGES ISSUE NO. DATE ITEM U w F_ cn 0 of w z LLJ z W U � J <C = — U z —<CJ Q��� p WLL. YDf z Q w U J PROJECT OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 SHEET INFORMATION .............. .............. RELEASE FOR: PERMIT SUBMITTAL TITLE: I1R1RIG,4TI0N FLAN 51JILDING 2 ............................... F'445E II ............................... DES►9M BY. KL DRAWN BY: JK ......................... REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: PROJECT NO: 9701 6.22 . . . . . . . . . . . . . . . . 0 1999 SYNTHESIS, LLC 1. M 12 ❑ 0LADAfR� L Z D- Record Drawing Certification These drawings conform to the Contractor's construction records. Date Title/Position — Confirmed by City: Date IRFz�1eAfi1ON PLAN 5GALE: P=20'-O" 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 OPUS W �� W U W z` LOLO U ry Wy Q w W o l� 1 Q rn U Z Q �a Aw U LO W r� w01,1 U rZ O�ry �w ry Q w O w Ld w _j Q=C n Q ZU (n C5 craw V) Y I— �ct� r) ry Z Q w U J OPUS PARK 167 SERVICE/DISTRIBUTfON CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: ....................... PERMIT SUBMITTAL TITLE: IRRIGATION PLAN ............................ BUILDING 3 fi��ASE II ............................... DESIGNED BY: . . . . . KL DRAWN BY: . . . . . . . . . . . . . . . JK . . . . . . . . . REVIEWED BY: APPROVED BY: DATE: 01 25 02 L — 9 SHEET NO: PROJECT NO: . . . . . . . 9701 6.22 . . . . . . . . . . . . . . . . . . . . . . . . ® 1688 SYNTHESIS. LLC 01 D 1,�. q h grade/ Top of mulch -Up sprayy sprinkler lastic M1sR nozzle ,)ch male NPTx AcIO Inch > Elbow Ilpple or Funny Pipe Schedule 40 Tee or Ell nch male NPT x AcIO Inch ;, Elbow ,- v t.. Lateral Pipe POP—UP SPRAY SPRINKLER No Sca le Pa Se ren Cie shy PV sle siz, La� SLEEMNG DETAIL No Sca le -A Uj v Height above erode determined In Ield. Black pipe only. �;, spray head h grade tipple 0° Marlex Ells Schedule 40 Tee or Ell Glass 200 Lateral Pipe DOUBLE SWING JOINT No Sca le Finished grade I OO U Select backfill,'' remove rocks, debris and 1 sharp objects PVC. Class 200 _ Lateral F.:� PVC Class 200 —`"- `� o — Mainline Valve wires TRENCHING DETAIL No Sca le Pressure Reducing valve, if required Gate Valve Quick Coupler Valve Master valve, if required for winter b owout XX- ----> PVC Ma in I ine �— Doub le Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Scale (SEE L-9) 0 &TRET IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI 0. �. jF T RAINBIRD T30-2.5 T-BIRD SERIES 4" LAWN POP-UP 50, 2.60 3E ® jo 0 RAINBIRD T22-1.3 T-BIRD SERIES 4" LAWN POP-UP 22, 1.50 3E 0 -6 -0 r) RAINBIRD 1&00 MPR 15' SERIES 4" LAWN POP-UP, b" G.G. 15, 1.65H 3C 00 -6 U U RAINBIRD 1500 MPR 12' SERIES 4" LAWN POP-UP, b" G.G. 12' 1.30H 3C (D -& T rS) RAINBIRD I800 MPR 10' 5ERIE5 4" LAWN POP-UP, 6" G.G. I0' 0.7aH 3C jj rl RAINBIRD ISOO MPR & SERIES 4" LAWN POP-UP, b" G.G. 8' 0.7cIH 3� 0 -6 U 0 RAINBIRD 1500 MPR 5' 5ERIE5 4" LAWN POP-UP, 6" G.G. 5' 0.20H 3 0 RAINBIRD I800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. q'XI5' 1.1i3 3C * RAINBIRD 1800 MPR 51PE STRIP 4" LAWN POP-UP, 6" G.G. 4'X30' 1.21 3 ® RAINBIRD 1500 MPR END STRIP 4" LAWN POP-UP, b" G.G. 4'X15' 0.61 3 RAIN51RD FEE, SERIES PLASTIC VALVES © RAINBIRD E5P-8MC SERIES b STATION CONTROLLER (3 TOTAL) ® POINT OF CONNECTION: I" IRRIGATION METERS 1-1/2" FEBGO 805Y DOUBLE CHECK VALVE 5/4" OUIGK COUPLER VALVE STATION 27 GPM -- — 2" MAINLINE, PVC 50HEDULE 40 LATERAL LINE, PVC GLASS 200 = 5LEEVING, PVC CLASS 200 O CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'CAR5ON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S 5PEC5. o PRE55URE TEST BEFORE BAGKFILLINC. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO A55URE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. Record Drawing Certification These drawings conform to the Contractor's construction records. Date Title/Position _ Confirmed by Clty. Date II�I��TION FLAN SGALE: P=20'-0" 11911 NE 1st Street, Suite 103 Bellevue, WA 98005 425 646 1818 (fax) 425 646 4141 OPUS H AW W �_- N 00 N Lo ko C9 CV Wry W Q W � U Q OPUS PARK 167 SERVICE/DISTRIBUTION CENTER 15TH STREET AUBURN, WA 98011 RELEASE FOR: PERMIT SUBMITTAL . . . . . . . . . . . . . . . . . . . TITLE: iRRIGATION PLAN BUILDiNG 4 .............. ................. ............................. PN�45E I DESIGNED BY: KL DRAWN BY: JK REVIEWED BY: APPROVED BY: DATE: 01 25 02 SHEET NO: PROJECT NO: ................................ 97016.22 0 1999 SYNTHESIS, LLC I OPUS PARK R51 SERVICE CENTER SECTION 23, TOWNSHIP 21 NORTH, RANGE 5 EAST 10=100' 0 50 100 200 CALL BEFORE YOU DIGS 1-800-424-5555 SPECIAL CONDITIONS NOTES 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEM9ER 30, 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 WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1I) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING IAID INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER`' RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. LEGEND © EX. POWER VAULT --w------ w--- EX. WATER LINE EX. LUMINAIRE (LUM.) IX• SANITARY SEWER LINE _ _ _ _ _ - EX. STORM DRAINAGE LINE -0- EX. POWER POLE - G G - EX. GAS LINE ® IX. JUNCTION BOX (AS NOTED) T(UG) -- EX. TELEPHONE UNDERGROUND ® EX. TELEPHONE MANHOLE P(UG) EX. POWER UNDERGROUND DC CATCH BASIN TYPE 1 POOH)- EX. POWER OVERHEAD X EX. CHAIN FENCE 0 EX. CATCH BASIN TYPE II ---82-- IX. CONTOUR 0 L7(. SANITARY SEWER MANHOLE " ` - - - - - - - - IX. BUILDING 0 E)(. SANITARY SEWER CLEANOUT.__. N EX. WATER VALVE (WV) EX. GAS METER Q EX. FIRE HYDRANT (FH) EX. GAS VALVE ® EX. WATER METER EX. SIGN EX. MONITOR WELL PROPOSED SPOT ELEVATION 1 SILT FENCE CLEARING LIMITS - • DIRECTIONAL FLOW �-- TEMP. INTERCEPTOR DITCH - •r'r-•• •�'r'�" • • • °""""'�" •• �� TEMP. CONSTRUCTION ENTRANCE ROCK CHECK DAM CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND 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 UPON COMPLETION OF CONS =ON, ALL DISI�IACED, 'I MD, OR .Lo4 DESTROYED SHALL BE REPLACED BY A REGISTERE ND 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. I, ,EI ------------------Sa-------a_a==_=z==_==_________=_--a-_a--.a`._,.la�aaa 15TH STREET SW... _ r _-_----------- __________s_s_�-= (PRINCIPLE ARTERIAL) -sr `<g-yiy:= n,. ........ w. . -aafaa a_•IP.aaaa.a ---- -- - -----.e JL �-�- ---d=�.�m_�ma1r---_�--=.c ......, .__. �a.n.r .... �- ....e....x..... n. 4 - ^^aeswwnww.... % ` -- y} E t II # # i { 7�_ n*) -- - ----- - - 3�� E AUBURWCTNIM a�3T MCIE ` € . LOT 1 POND I(I LOT 2 I LOT 3 I 10 LOT 5 . ................. W t LOT ! z N W Q I' } RSED PRO OS Q . ? �. PROP SED f BUI DING BOIL ING - - 0ED Z BUILDIN PAD 2 PA 3 PA " ^ .r _ _ r R 7 li i. Ltd" ... - - E $ .I # • :II __ z!-!}l:alji4i.�j�_i!M_i_�!•}li��lmrlaa-wta msm_m�m_:--:.laa-:Sawa - •••....T=Y� --_ a- : •-'P.- - - ---- -- -- _-�---- a: - - -- ---____---- ____-----_------ ----------_s_= ----- ----- - --------- - -- -- BOUNDARY BLVD.1 (MINOR ARTERIAL) I I r, ' I CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 7. 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. 8. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 9. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 10. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 11. 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. 12. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 13. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 14. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 15. 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 WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. L �� • ; t �;\ 1. THIS DEVELOPMENT PROJECT SHALL CONFORM 70,414E CiTy OF AUBURN's REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAF AN AND AROUND THIS PROJECT. PRIOR THE THE START OF WORK,` 1AETHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY OF APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTfkt DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. V) `y VICINITY MAP N.T.S. LEGAL DESCRIPTION: LOTS 1 THROUGH 8 OF AUBURN 400 CORPORATE PARK DIVISION I, ACCORDING TO PLAT RECORDED IN VOLUME 128 OF PLATS AT PAGES 97, 98 AND 99, IN KING COUNTY, WASHINGTON. m z > O° �, W- ` Z CD U a_ W �4 W w U a m m Y � CL CL Q � Q 0 U 0 m � m,, N 0 � I TAX PARCEL NO'S: TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 030150-0010-03 (LOT 1); 030150-0020-01 (LOT 2); 030150-0030-03 (LOT 3); 030150-0040-07 (LOT 4); 030150-0050-04 (LOT 5); 030150-0060-02 (LOT 6); 030150-0070-00 (LOT 7); AND 030150-0080-08 (LOT 8). VERTICAL DATUM: VERTICAL DATUM IS NAVD 1988 PER INFORMATION FURNISHED BY THE CITY OF AUBURN. BENCHMARK Q IS CITY OF AUBURN BENCHMARK NO. 33-M; TOP OF BRASS MONUMENT AT 15TH STREET SW AND "0" 0 STREET SW. ELEVATION = 78.75 FEET. L • W O VERTICAL DATUM: W 00 HORIZONTAL DATUM IS NAD 1983/91 PER INFORMATION FURNISHED BY THE CITY OF AUBURN. WE W HELD CITY OF AUBURN GPS PT. NO. 129 FOR POSITION AND THE INVERSED BEARING (S02'17'40"W) TOWARD CITY OF AUBURN GPS PT. NO. 131. Z WO>> Z 00 INDEX TO SHEETS: 0 0000 r T'1 OF 3 COVER SHEET LID T2 OF 3 TEMPORARY EROSION/SEDIMENTATION ai co CONTROL PLAN0 T3 OF 3 TEMPORARY EROSION/SEDIMENUMN CONTROL NOTES DETAILS O AND CROSS SECTIONS o _ aU Q ■II z EARTHWORK QUANITIES EXPORT: 20,000 CY j M IMPORT 40,000 CY y 3 y u; 0 0 E 0 cn o Z U II z >,"t O z LLJ, ai V gN J Z Q L. Z W W N gz Q n N N O N 00 z 00 N r Z j o Z CD 00 w Z N N I I w �LoL z w- o 00 W N N Record Drawing Certification 01-0008 OZ K • 814 PROJECT REF. GRA # Qom\ OE WAS F� These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records. Auburns Engineering Division requirements. B Date y I Title/Position Approved By - '-� -� �O l S T �� s% �G n T 1 0) t Confirmed by Clty. Date Date Approved. • '� Z NA L E Cn _° L-IdRES 9 23 03 - i r viz JoF 3 b: _____ - - 77.0 TE ON/SED A co OL PLAN F Y, :5.4.k 5"jry, ----- 8 , Z8 8� CATCH TEMPORARYI( CAi�M. - �4 - Z%33 -a F II X..77:5... _._...... __. _..._ 77.4.5�...... m. ,._............... 77.77- �_ r PRoTE r '�5TH STREET SW m F „ Bn►s�N rMj1 ioN w a9-i 1'�" _, �s: 76:91 , 77.9 M. _..,, _., ....- �) 11-- _ x 76� 76:24...... min ,.....yi , ,x �6.63 ��................ � 76.83 ...._. . 7 - .W. ,..... 7.71 1 =d(1 _ 77.15 _.,,_...._ _ 77.48 .... PER C AUBURN „ , DUAL XV-7) , {PER CITY OF AUBU# "1 : - i 7 -f ff. TM MPORA =%%4jSj NTR .�.._ , a ...."_.... w_. _. _ �w II STD. DETAIL DEV-7) _, .._ -..- _. 76.71 zi5r79................ _....... 75.fi(3 X75.76.............. `- �zag5 c 76.26 7 I 5644 11 - ) 6. __. X 76.7Fr...._- WW. X 77.09................... _ ...... 77.32 .................... . ................ 00, D. 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'TIf . .................... . ............................................................................................................. : ........................ : ........................ : ........................ : .................................................. . , _ ��;L - ......... : : : I __ �BQROSS SECTION - - I Ae �'111 � GRADING AND EROSION CONS' "M NOTES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR To LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT - LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION 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 OF AUBURN. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR E THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. " FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SCALE: 1"=40' H. 1 "=4' V. - [;ft ��4- - ;; = 0 - 1. .1 MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS S MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 - TRIFOLIUM REPENS - WHITE CLOVER 10 APPLICATION RATE: HYDROSEED 0 60 LBS./ACRE 48" MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE EL.=73.0 F-L DISTANCE GREATER THAN MIN. HEAD TO EL.=72.5 PASS DESIGN STORM .. 7 i 0 . . - 0.5 1 I . 1 _�__ . :_ , I, C 0 7_0 - , . I W.S. . . . _. - .-- . .. I . . . .. . .__ - __ .- . . : , . I 1 1/2" WASHED ROCK . - - - :_ C 0 IL 0 __ : - .- GRAVEL CONE WATER TIGHT SEAL.. .. - 0 L�J .. .- -.-- -'- -.: . I - 0 (�f C, zq.0 . I .. .. - -:--.. -,%"' . /,-l' THICK LAYER OF ;5 I . -'7 COURSE BARK �'­' - - - -_ - - , , - . " . . , - DUST 0 - ,f-) C/) Ep . - :- - - .1 -.. :- - _-, - , I --- I 18 11 PVC 3:0 0 < --. . . - . .. - - - .. _- __ .- - . .--: .�:_ _. .- : - - . . ­ - -_ - . 4' MIN. - 0 a:: LL-kD . __= - I- - , , . .C. --.-. ..,- I- . DEAD V) = I--- - __ - _._�__ -z---.- __ - .- - . STORAGE IE=69,0 _. \ :-..-.-,-. :_ .1 . - . . .- ' - %. .- . - '. --'.* ­- - . - - _ . - I I . 18"PVC TEE W1 I I 2'MIN \_1" RUBBER GASKET JOINTS DIA. TYP., 40 HOLES MIN. @ 10" O c - '� C .. . PERFORATIONS SHALL BE LOCATED WITHIN � WITHIN ER GASKET PLUG I I- I .­:1 LIMIT THE LIMITS OF THE GRAVEL CONE W/ ORIFICE DIA = 6" � -� 0 0 - - 0 6 0 ID 6 )6,()6 In_ ' 'I - 0 , - - ... - - 6" CONC. BASE - I I I __ I � � __ � � � -_ I I 1_-­ � � � - - I I I I I'='--- COMPACTED GRAVEL BASE NOTES: 1. PROVIDE A RIPRAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP. 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, MAX HEAD SHALL BE SHOWN ON PLANS. 4. THE OUTLET PIPE SHALL BE A MIN. OF 8" IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED. 5. INDICATE SHGH GROUND WATER ELEVATION. ... I - 11 _j 1, '!""' 0 I � cr -, I 1�_ 4 ��,4111� i, -, i �� -4 1 1 z co , 0 Z", . .... () 0 1 11 I "I .. I , z �-�,o , ­ _. W_ , C .2 1 .T > �<� C0 4) w z (j) w 0 N � 3 2 ajo Er w z - Ld () V- x a '� x i a: sr) 0 11 fn 1 < < cr . Ld 0- C3 Ld ­1 10) IM - U) _j =) Z I cr � a- cr 0 D Cr. L: 0 im M CL X 0 M <. w w I D X: -6 >_ Q, < r, CD _210 C , , . . " --n Ir ,, .,4, "Vw - d. M < � LL. 1� M (CrC 0-1 " I I NO - � I 0 �� 41 - r1r) 0 (L 0 Z, C14 . .. * z 0 P � _ �ll I—- - - '114- - irl I ,,��,�.�.­,­ I I , I I , � � , � - - - * . t. �041 �,.* I I l� I " . I - i I I , I . , , ­ - I , I - . . "I I I I �, 11 0 (1) Uj 0 CID c T < I 3: Z I - z > :3 , .­ CD A ;> 0 1 �_ 400 - I w � 1, I 4- ED . W) I., _ _­ ., r . - I 0. . .1, I POND BOTTOM --J - - " I .;a11. 0 - 41 - C 0 f a - 'o- 1* () .N0 11 > - = 1 :E 11 C r " V) 0 - 6�_, I . - 1 I 2 Ir I 0 _j i � L'M� LLI V 4) QD r_ C _x O-) .T 3� 0 le 0 r- GRADING/EROSION DISCHARGE 0 V 0 _', r1_j 0 L_ = 0 0 0 0 41" a , .. CONTROL STRUCTURE - I �D CITY OF AUBURN, WASHINGTON - DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DEV-4 x MAINTENANCE STANDARDS: . 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO IT'S DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (I.E., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY THE CITY OF AUBURN. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND THE BANKS. IF SCOURING OR EROSION HAS OCCURRED, IAFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET. 4. LENGTH: WHEN SLOPED ARE 1%-5% USE 100 FOOT MAXIMUM SPACING WHEN 5%-10% USE 75 FOOT MAXIMUM SPACING WHEN > 10% USE 50 FOOT MAXIMUM SPACING 5. THE PROJECT ENGINEERS SHALL DETERMINE THE FINAL LAYOUT OF CHECK DAMS/SWALES AND HAVE TO OBTAIN THE APPROVAL OF THE CITY OF AUBURN. Record Drawing Certification PROJECT RE1. . . F- GRA 10 1 - 0008 These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records- Auburn's Engineering Division requirements. BY Dote - Title/Position Approved By. i _)-A � � .Si" Confirmed by Clty Dote - I Date Approved. �,95_�v Z � - 0 � -3 0 F Ii , � I . E I . 01 -81 ` I I I - - . I :C 0 0 1 1 �_, 11 K 5; I ;z w 4� 0 - i ,I "" - Z LLI �7 � - U V) � , :5 V) U-) - - <Z 114- -5 LE :z . . III CN > I ro CN . I -K 0 C�4 0C,40 C> M 00 C-4 r- 9 3� (M (0 00 (r 2: Uj Ld I I Ld " < � z & r"- 3: Lo Ln , 1C'4 ;Z CD 1. 11-1% Uj - �j - 6 N 2'- , 5;! E ONO 1) w y So Z� i-_5 V) I-- 2 0 C� - 0 *3,V , Cn �wV_%4 / 3: 1 1 S�, �� S- ,� X, I . 0 C14 _0 * � �0 4 _ . . I I.. . ­'. .111, I I.. - . .11 , I � I � . 0. r_ ; - I . ID # (-, COX4� , C 1� QP 1-1 I I I 0 Q) I I 1-1 Q0 V) . 0, -1 • r - Cn -.0 L_ Ir- (D 0 CD 2 .00 CD 0, E W � rl- \ M ,0 ��i� �_ CD z3 11 = I IONA /S L � .0 N 0 , 0 . . I EXPIRES 9723/03 -1 4; I L., L � � �ILT- � PF 1 067- 3 OF 1.�.-- ____