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HomeMy WebLinkAbout03D1727CALL BEYOU DIGS 1-800-424-5555 LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH 3GIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EXI►LG STORM DRAINAGE LINE IiOD SANITARY SNER LINE PROPOSED SANITARY SEWER CLEANOUT DISTM SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE �Q PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE N PROPOSED WATER METER PROPOSED SPOT ELEVATIONS 78. EXISTING SPOT ELEVATIONS EXISTING CONTOURS - _ ..__. __ 78 W _ PROPOSED ASPHALT PROPOSED CONCRETE `� • s N W. 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 0 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. 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 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. 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 SCHED,UI,F 9 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 ESTABILIZA11ON 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. 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. C. 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. COVER SHEET A PORTION QIF THE NW 1/4 OF SECTION 24, Vi Ld TOWNSHIP 1 NORTH, RANGE 4 EAST, W.M. ` Q CITY OR AUBURN KING COUNTY WASHINGTON a tiL; LO THREE MONKEYS RESTAURANT (UNFINISHED) ZONED 03 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 WHERE SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT TEMPORARY INTERCEPTOR DITCHES AND ROCK CHECK DAMS WHERE SHOWN. 6. INSTALL HAY BALE DAMS WHERE SHOWN IN THE CHANNEL AT THE NORTH END OF THE SITE. 7. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 8. CONSTRUCT TEMPORARY SEDIMENTATION CONTROL TRAP AND OUTLET CONTROL STRUCTURE. 9. 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. 10. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 11. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 12. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 13. 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. 14. 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 POND. 15. ALL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. 16. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED/MULCHED WITHIN 48 HOURS IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 17. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED 18. 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 BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 19. INSTALL UTILITIES PER APPROVED PLANS. 20. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 21. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 22. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 23. INSTALL LANDSCAPING AND LIGHTING PER APPROVED PLANS. 24. COMPLETE INSPECTION/ PUNCHLIST ZONED 03 15th STREET SOUTHWEST (MINOR ARTERIAL) ZONED M1 CITY OF AUBURN GENERAL. 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 DPARTMENT 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 (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 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. 331 St ST S P EAS LY H.WY. 18 N CANYON RD. S 36th ST. SUPER MALL OF THE GREAT NW BLVD. �3 2 VICINITY MAP N.T.S. LEGAL DESCRIPTION N y, : fr M . _._ Z U 5 {JJ IL� r ao �Ln w N ,max > Z W O I.9. CL _. V U _ t = toom 0� CO Ln .�' .. \ o Lr) 1O cV Z PARCEL 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO, LLA-01-0033, AS RECORDED UNDER RECORDING NUMBER 20011219002671, RECORDS OF KING COUNTY, WASHINGTON, PARCEL NO. 030150-0315-05 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. Z O o VERTICAL DATUM: 1.- 0 O IS NAVD 1988 PER INFORMATION FURNISHED BY THE CITY OF AUBURN, O N BENCHMARK IS CITY OF AUBURN BENCHMARK NO, 33-Mi TOP OF BRASS MONUMENT AT 15TH STREET SW AND '0' STREET SW, ELEVATION = 78,75 FEET. O Z �O o� 0- ENGINEER: O BARGHAUSEN CONSULTING ENGINEERS, INC. U U3 -- N CONTACT: HAL P. GRUBB, P.E. ADDRESS: 18215 72ND AVENUE SOUTH W Z KENT, WA 98032 ® y PHONE: (425) 251-6222 _j J Z � Z SURVEYOR: O O o� BARGHAUSEN CONSULTING ENGINEERS, INC. Q Z CONTACT: DENNIS SALTYS, P.L.S. 0 ADDRESS: 18215 72ND AVENUE SOUTH V O KENT, WA 98032 CV PHONE: (425) 251-6222 N OWNER McDONALD'S CORPORATION , x CONTACT: JERRY KESSELRING ADDRESS: 10220 NORTHEAST POINTS DRIVE KIRKLAND, WA 98033 PHONE: (425) 827-9700 - CD o , Q o N d' d.'"C Z N •O , I .dz � 0 o INDEX OF SHEETS E3 Cl OF 4 COVER SHLET C2 OF 4 SITE PLAN : s • C3 OF 4 GRADING AND STORM DRAINAGE PLAN VOr u 04 OF 4 SANITARY StWER AND WATERMAIN EXTENSION PLAN W 7 - Z W z (Uj Un L1 OF 4 LANDSCAPE PLANTING PLAN w a - a X oz o L2 OF 4 PLANTING NOTES AND DETAILS w N Z N L3 OF 4 PRELIMINARY LA APE IRRIGATION PLAN o o � r > Z L4 OF 4 C LANDS APE IRRIGATION PLAN 0AS-BUILT N CV z Z �L0� > t= Record Drawing Certification ONZ> O W `. � Q) L FIELD SURVEY PERFORMED These drawings conform P lehe, IN NOV. 2002 By Date Title/Position 311d .0e^y Confirmed by City: . =_ Date w p LPL GRUB \ �` 0� WASH PROJECT REF.- BLD 02-0049 A, c_as copy These p/a►1s are approved for conformance with the City of o Auburn's Engineering Division requirements. C.P 5*-1$-o? i 3 ST sS G� ,,//�� E ® DNA L �� o Z/ Approved By.• ��""ri�+��'*s z / ® a EXPIRES 6-10-03 Date Approved. S/ ©2 0 4- 03 0 Oa7 3 ui Ui Lj QO Q � � Z 9�,L 331 st ST yo PEASLY HWY. 18 CANYON RD. S 36th ST. SUPER MALL OF THE GREAT NW 15th ST. BOU SW BLVD. SITE x VICINITY MAP N.T.S. LEGAL DESCRIPTION PARCEL 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO, LLA-01-0033, AS RECORDED UNDER REC❑RDING NUMBER 20011219002671, RECORDS OF KING COUNTY, WASHINGT❑N. SITE DATA 1. SITE AREA = 1.20 AC (52,243 SF) 2. CURRENT ZONING = C-3, HEAVY COMMERCIAL DISTRICT 3. CURRENT USE = VACANT LOT 4. MINIMUM BLDG. SETBACKS FRONT = 20 FEET SIDE AND REAR = NONE REQUIRED 5. WATER PURVEYOR - CITY OF AUBURN 6. SEWER PURVEYOR - CITY OF AUBURN 7. POWER PURVEYOR - PUGET SOUND ENERGY 8. GAS PURVEYOR - PUGET SOUND ENERGY 9. PARKING STALLS REQUIRED = 1:100 GROSS FLOOR AREA = 41 STALLS PARKING STALLS PROVIDED = 51 STALLS 10. TOTAL BUILDING FLOOR AREA = 4,008 SF SIGN INFORMATION QA 70-5A "WELCOME" © 70-5A 'THANK YOU" © 70--5A "DO NOT ENTER" QD MENU AND COD BOARD 111=20' Ill is 2040 -POWER SCALE: 120' / ' rA T IL(. TO .....y..., / 3:Of� _ ', E ..3 E '1AS N r PVC C '16,6`... R=282.00 -- L=78.63 Tan=39.57 � W ER M tl C: afi¢--------- BD-£�-� kQ=1;�_58 31 W - 65:87 PER SIHOPT F;_AT ,� 11 -?�I. Pv' E 1P' PVC N - 7E,19 1;)° RvC E ... 76.19 WATCK "Nlf, 75 ----- - . . PER ,...t,( .�11 CHAIN LIN; �P��t ... ,.. 25' WIDE 1. E P a T OF'PROPERTI 71VEWAY X w. Iy;R i+zNI i CHAIN LANK FENCIF.' CONCRETE PAD 7.3' EAST OF PROP_RTY LINE �� 25' STAL ® 9'=54- CHA N -IN' S CLIg-' NE CDR CLNC 4PAD. PAD 0,4' FRWERT LIB NC CF PAD PRf:.IE'..P ' f:. SREASETPAP�,, SYSTEM ',\„Y .e. THREE MONKEYS RESTAURANT (UNFINISHED) LANDSCAPE—` AREA (TYP.) 20'x2O' TRASH ENCLOSURE HAIN L.;I~I€�....� : TRAS-H ENCLOSUR:`.....,` .; »' W, ;.IF PR[JIP N L ?4K e` ENCE-\ TRASH EAST I ESL: 30' DRAINAGE EArE�`ENT r ,0, pEP PCCOR 1 APOOOM TE LOCAT V EXIST. ROCKERY WALL , --------------------------------- SITS PLAN A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF AUBURN KING COUNTY WASHINGTON C ,Y \ \ AVALVE \\V \ / € M ItANHDLF (60" DIM,) a 36' COi (_ NW 69.221 a 36' v:Nr SE rF r�rk1 = 't STREET SOUTHWEST C*TCH BAD 12 PVC - : 91 .. , �,'T RIN1 W 78,87 _. ............� _ ...... ......_ _ ..... ._...... _......._ ._-....... MINOR ARTERIAL •\�C \ 75:57 (. _ ......W:. _......_. .. :'��:DI3�.E YI:;_LU�r .S'PI� E ...... _.._ ..... ......... ...... ._..__,....- ...... _�u.w,. 8' VC. W 67,45 PE PFCO INN NO. GENERAL NOTES W 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. N CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. m 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER. 3. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. Y 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. CL 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST tly p ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 71, 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO TW BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT o GROUNDBREAK. r', W 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, �1 AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. i p CV Z 6- `�� W of . c� X w , pg PAVING SPECIFICATION (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) GE❑TECHNICAL REPORT PREPARED BYi ® I ADAPT ENGINEERING, INC. 800 MAYNARD AVENUE SOUTH, SUITE 403 SEATTLE, WA 98134 rn _ C206> 654 7045 O 0 I m PROJECT No. � o 3 � a o NOTE: MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A CRW% N U L 0 z TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, Pw AK v) SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONALD'S, in W OTHERWISE, G.C. WILL BE CHARGED. t Z z z Y LOT LIGHTING RECOMMENDATION w ow USE 1000 WATT METAL HALIDE LOT LIGHTS ON 28' POLES, OR AS OTHERWISE DIRECTED BY OWNER ``' � a S z x O IL c„ O d W CWj W NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOI ao N O z a = O z PARKING INFORMATION m w o O CV 0 TOTAL 2 SPACES g' X W ® 60' 46 SPACES g' X 19, O 90• SPACES a. z 51 o� Q 3 SPACES 8' X 19, 0 90' g - SPACES _ X _ 0 _ UTILITY INFORMATION W u) cnUJ w 0 SIZE TYPE LOCATION o Q SANITARY SEWER - WATER - STORM SEWER ELECTRIC - 0� - SURVEY INFORMATION c �_ ' PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH V w a KENT, WA 98032 (425)251-6222 DATE: DECEMBER 2001 � � LEGEND a gz SEE PLAN U STREET ADDRESS W z O O i3 U CITY STATE STATUS GATE BY AUBURN WA PRELIMINARY - - COUNTY PLAN CHECKED - - KING AS -BUILT - - REGIONAL DWG. NO CORPORATE DWG. NO. - - — C2 j 0 n _D N 0 N X Q> 0 N X b , 0 0 N 0 0 d z i GRADING AND STORM DRAINAGE PLAN 1'=20' Pn jj[ I E...'- ... �0 ' ..... CATCH BASIN 79•w5 �SPETi4L NOTE: CONTRACTOR TO REPLACE ANY BROKEN EXTRUDED CURBING R=282.00 ,h 6 ALONG SUPERMALL WAY TO ORIGINAL OR BETTER CONDITION. L=78.63 Ton=39.57 11 J; EX. iz6IM I „yu '� .ry • A �8 �� ° RIM!,�•Ct7 �g 1g�ry �g A%CES � C.AJ%'.:Y--rn i 4� _ � 01} ai.,,'1 ka= Alu l _ _ _ H _ _ f ' �bV DI W = 6,55.8'1 PER SHORT PLAT e° �� 11 �'`li�:,DI E - 65-93 7949 ^g. PVCPVCN — 76.19 �t', ; t .' i try=2 PVC Eiry'- 76.19 Il g '"EXIT i �.,�AMA MMTER ' 79.4t r �S PER RE" .CORC?IPlG NO AA, ry \ - 9508302011 CHAIN LINO: FEI�C 79 7f >g -. W�'� I ..F' 10 6 EAST• OF ry g` \ e PROPERTY LINE °. ��� A- 1 \\ 0 ry \ \ ` °� f. , ,� \ �� "-- `�T�.F�;':y,4 MAi�I••fOI..f(6�.3 :�I;�) ` EX. EXTRUDED CURB �� \ I•i�uI�ANT ON �� =�_ �, -. ,..... \ ../ RI!�: - 7i.92 I 0 :ONCRETE PACT �,�,��� S ;/ ,ALONG SUPERMALL WAY \\ \ °. \ "" ANC NW = 69. CHAIN NK, FENCE � 7 "**�� � � tc CON 7.3 E"S' OF }}`k,.,4 k, \` 6 a,' \ + CN ; ��h. C F.2. i C ;( 3 BASIN PROPERTY LINE.00 '\ Ila^ "?.7�^ .; `� 7 5f PVC; 5 _ . CHAIN LINK „ ,.4 � 78#1ENCE \ CLEAN s ce 78.15f c STAND RDA GRATE J - ��' M=*7-- f} 77.15 : 78:9 o `��`� '9'"�� ' ` // ;' :` '3rAL'V W ©� IE~ IF3€ 74. 01(12'S) 9 IE'_' 74./0(l2/,El Si.J a I1g°`\� Y -•--• ... 0 ' a PVC rua CAB a '9:307r 0.5 - g WATER .. • VALt r_aPow� i SHE -ET VAUT 73.8 HE Ch.L44C �20PE. k €r' f 44 LF 6 PVC �� \ ' � r ti i --------- SE - / �� I � � 9. 2. o N. "3' STORM MANH •LE �, , .�' ` , SE t. "R Co , ,- RIM. = 717 80: Oi M „q PAD 0.2' OF 79.0 \• 15 CONC NW 3,17 j �:P�n=•=P�1� � Ir�� � '�t. 78.2 ,fir-���_i .......... ...... _ y f�7• f l KIM=tf-.5ti / /. cv eP a;iW.`>(4r`1"`'� ......_... _ , ��-•. GJgi E 4.1' I.�)il'4 �...._. 2w ,. ..... .. _._.._ .. - ...,..-.�..,_.•....... •_.... ...... -..._ ...... . _ ... .. ....... ...__....... .............. .......... ..r — - t.. 7- 95 hry RIM .. 78.13 IE= 9C 12 81J (12 S I �� C .I C:H BASIN- 4 ," "NEW IE= 12 N , _ 1�: Pv'i; % - '7�1. 72.Oz (12 N) SO :RN ._ f8 57 ..... .....- 15th STR - ......._._._..-._.....�.�............._.. ..�:_ ...._..�. NOR ARII=RIAL� 1: PVC I`� •� •i ` a s I, ..._............. _....... M........._ ....... DOUBLE 'FELLOW S"R.€�E _....... _ .......,. —_ - � .poi• �.��. �— �g ^g. 3" (MIN.) COMPACTED CL "B" ASPHALT CONCRETE PAVEMENT 6" (MIN.) COMPACTED DEPTH CRUSHED CRUSHED SURFACING (5/8" MINUS) 0 o°oo 00 0 °0 000 �8(0 0 00 0 00 00 O COMPACT SUBGRADE TO A DENSITY REQUIRED BY SOIL ENGINEER RECOMMENDATION NOTE: PAVEMENT SECTION SUPPLIED BY MCDONALD'S CORPORATION ONSITE ASPHALT PAVING SECTION NOT TO SCALE /'1J I 1 If'1L 1 EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 51/ 2 1 >, R 1„ R 1/2" R °a d' e TOP OF CURB AT APPROACH O d - - 1 a 6a/2' �'�2d -'A d r a" ° - a - a CEMENT CONCRETE VERTICAL CURB AND GUTTER CURB AND GUTTER NOT TO SCALE �- -,DNA L �-`�� � •�l EXPIRES 6-10-03 / J W C 0 a Z Q J�7- U m U �ELCL 0 Q pW pWQ. ♦�♦^^ V, 00 _ _ Z < EL = a a // V U Z cv— N � o � 1 o m N 6 4S-BUILT Record Drawing CertiRcation 0 J Q Z 0 Q 5V G Z Ir D m D Q W Z > 03. O Co / O CC F— O 0 V/ cv Er 0� ( Q 00 V � w O-N N 0 W Z J J W Z V- Z 0 V— i IL O � N O 7s 0 LL I 0 v _o 6U CO N U Q N N II Z N 0 > = o 0 N 04 d- O C Y > N O� C O` 3 V CL N v ° t a o L6 0 0 0 Q 0 113 x N U H z > ts� O zg N a- J x En z L< 0 0 Q O N 00 x Z o0 N M cD r- 00 j Z o N I Q I ww z o 3.,, zz Z n N N �-. Z w E N Z N Uj N00 J Y d. v V) o FIELD SURVEY PERFORMED These drawings conform to the IN NOV. 2002 By �. Date �� w �''�-- ��ww s a Title/Position �Q� Uff4eko" 5,001 Suxl-0 �„� Z o Q � Confirmed by Clty: Dote w C4 � C PROJECT REF- BLD 02-0049 ,� cONy i These plans are approved for conformance with the City of O CD Auburn Is Engineering Division requirements. LP J1 L 0 �- o o 0 Approved By �� .Pi+�+--� -S Z 0 0 Date Approved:-S�`(i�oZ o V P f K DOZ 3 aF � o ;L7 WATER AND'SAMTARY SEWER PLAN iff=W 0 10 20 40 FM WMLL� SCALE: 1 "=20' 7 79A J PVC 76,6'5 R=282.00 uu '46' L=78.63 3 7 Ton=39.57 /I ­S:-WFR MiJI-4 �_ �9 �5 I -5 --------- Drdt.0 =-I RI..V., =. P\v'C ',,,i SHORT PLAT P S P, A: R: C: AIN LINK FENIC E A, ST. OF PROPERTY LINE: CHAIN, LINK FFNC 73" AST OF P R 0 PE:F" T Y LINE -HAIN-11 L.1 F E N,'� E SEWER—L , C EANO U T VAULT NE COR COW PAD GA' E. OF PROPERT Y LINE SE CM OM 02' E; PROPERTY L 6 R E A SE " FRA r S Y S T E M THREE MONKEYS RESTAURANT (UNFINISHED) C4 Uj O O DOWNTURNED ELBOW ROUTE TO SANITARY SEWER W/STANDARD GRAI RIM=:78-20 78. IS IE=;75.;70 73.99( TRIA�'31-i ENC: 0SLJ`RC-,\ 5,4' W, OF PROF N" E ii !".'HAIN LINK, FENC'E-,\ 1.1' EAST Or PROPERTY LINE 30' DRAINAGE DVL"'EMENT if' TILITY EASMNT NO, 95050402-26 APPROXIMATE LOCATION - OF EXIST. ROCKERY WALL PF '' 08 ?_ 4 Of a 1- /2- D DUCT METER BY CIT (P FR C.O.,. STD. DTL. J,1 ADM-1 W I BACK LOW P EVENT R BY CO TRACT R J-BOX ITPE ,� �ET­" Lj&-jT RIM = 7313 M00 J1 41 TV A GREASE TRAP SIZING CALCULATIONS: NUMBER OF MEALS WASTE FLOW R"EWM STOWE LIQUID PER HOUR)X RATE X TIME X FACTOR # OF SEATS 95 X 7 X 1.5 X 2 = 1,995 1 USE 2000 GALLON INTERCEPTOR UTkjY VAULT CO. MODEL NO. 612-GA (DESIGN CRITERIA UWORM PLUMBING CODE APPENDIX R) DIM "A" DIM "B" DIM "C" DIM "D" WATER DEPTH DIM "E" 12'-8" 6'-B" 8'-0" 4'-7" 3'- 10" 24" MIN DIA LOCKING FRAME ' COVER: GAS T04T, HS-20 LOAD CAPACITY AND LABLED "PRIVATE SEWER" (3 PLACES) RIM EL=".00 79.13 Ms RIM EL=".00 kDJUST TO GRAD£\ 6" MIN. AF5Q=E!!H A _k 1' 0 F-1 10.75' "N. 2" VENT PIPE TO BLDG. NON -SHRINK VENT SYSTEM TO PROVIDE -GROUT POSITIVE DRAIN TO GREASE -----------_---- -I A" KAIN ?9.20 RIM EL=��. --\ CONCRETE PAD --� -STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. -SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND CEMENT CONCRETE CLASS 5 (1-1/2) 6" DIA. C.O. (STRAIGHT 'T' RISER) NOTES: 6 INSPECTION TEE�SrDIA. INLET TYPICAL COMPRESSIVE STRENGTH 17 ____T-2 1. CONCRETE: 28 DAY I I NON -SHRINK f c = 4500 psi (VERIFY) 6' LIQUID Li GROUT OUTLET NON -SHRINK 6" MIN. DIA. TEE EL=;?5.95 71.73 2. REBAR: ASTM A-615 GRADE 60 GROUT ELBOW 6" MI (VERIFY WITH PRECAST CONCRETE VAULT____'� DIM "C" MANUFACTURED 3. MESH: ASTM A-T85 GF$W 65 COAT . INTERIOR WITH COAL---, �:,)IM "E' DtM *D" PRODUCT) 4. DESIGN: ACI_318 L83 IBUILDMG CODE TAR EPDXY, SEE GREASE WATER DEPTH 2' 6" ASTM C-857 "MINIMUM STRUCTURAL DESIGN A—Lui LOADING FOR UNGERGROUND PRECAST INTERCEPTOR NOTE #4 NON-SHRiNK — - I CONCRETE UTILITY STRUCTURES" GROUT 1' oft 1' 0" AWCUT AND REMOVE EXIST. PAVEMENT 5 NECESSARY FOR SEWER CONNECTION 5. ALL SEWER LINE CONNECTIONS TO THE E DRILLED ND RESTORE PAVING TO MATCH EXIST. INTERCEPTOR SHALL BE COR AND SEALED WITH NON -SHRINK GROUT. NON -SHRINK GROUT 12" MIN. COMPACTED CONTRACTOR TO FIELD LOCATE AND VERIFY AROUND BOTH SIDES LOT DEPTH PEA GRAVEL HORIZONTAL AND VERTICAL LOCATION 11 MkIE'D O 6 F LA1EXISTING1) SANITARY a 2/ 3 LENGTH 1/3 LLNk;1M NOTIFY ENGINEER OF ANY DISCREPANCIES. 4" SECTION VIEW AA —"ORM I < I (60' 36' CU�r, N'W 6 E = G 9 0 N C S j" PVC "74,73 w'L'VE 4/•_ 5T, i Akqj!1!- VAL .NEW SSM 4 . RIM=78.65 '78'78 IE=67.6± R, 1 N1. = 77.8. 36' '��_ONC NW ---, 6 9' -17 x C,*] N C E 691 12' PVC N '72'5�^ 1,2, PVC "W STUB 15th STREET SOUTHWEST (MINOR ARTERIAL) C'?AT�H RIM 781 37 ,iJFER -COPI) NO. 95V-'04f1P2"'5 O DIM "B" DIM "A* PRECAST CONCRETE TANK —\ CLEAR ACC NON -SHRINK A GROUT BOTH S40ES PRECAST DIVIDER PLAN VIEW GREASE INTERCEPTOR DETAIL NOT TO SCALE 3S 'OPENINGS z A C#) a: F- 0 1 0 z ova SANITARY SEWER 0 0- CO co W) C() < C\1 W Z SLOT W BOTH SIDES < _j z Se Z 0 0 Ir 0 Z S2 3: IL 0 0 C. 4 M­: L 0 kL 2 ZIC i z.1 NEW 12" STORM cn 0 0 3t ETHA FOAM 220 NEW 6" SANITARY SEWER PACK W/ SAND 0 E CD (N V) Z 0 z r1n CROSSING DETAIL V) LIJ x o z NOT TO SCALE 7- '< Uj EXPIRES: 1 - 15 -0 CN 2-F LIJ M CDC1_j CD re) C14 N &0 C1_4 C) CV00 z 2 M CO CO > z z C%4 r- Lo LID 0 Z �6 AS -BUILT U-) N 04 Z E 01-N '­N Ld E LO LO j > ;z N C'14 Record Drawing Certification 00N LLJ U V) FIELD SURVEY PERFORMED These drawings confirm to t clemb 149A Constmeft1l 719GUI, IN NOV. 7� By Date Title/Position CD Confirmed by Clty DDoteLU Z CD, \>1 OF W A sl PROJECT REF. BLD 02-0049 C Q) 0 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Cp ;-- 16.0z C) 9 0 E O �D Approved By Z 0 0 Date Approved: Le --.t EXPIRES 6-10-03 1 0 .03 0 17 X 7 r 0 10 20 40 SCALE: 1 "=20' !i � rY§ti4 T I f / RIV == 1Pvc'9,4E, "Im, f7 IF /If 0 3 ........... ......... }f i Toni *9.5, i t EC -i'SMH 79�8 fi E.SS I.;.E.I�9k.h� _ _ _. �-y £:fit,% .i�=i 31 - », . �,� L317 IjV ba.>7 t PER SHORT �Py€A.8:' UI E - 6�, 9 ? f, W �� r..�..(`f` t f fir_ 4`.# �:���.'"„w;• WAT / t 1' -.. 0 1 { .y E �-�i .. f t �: LVE i ..... .. f15 W "ti PER, REECORDING: 9508 02011 : EAS, PROPERTY 1: NIE_ ;POWER-' Li NE CGR CONC POO, 0.4' E. OF PROPERTY UIN E PAD0,2' E, OF SYSTEM. THREE MONKEYS;, RESTAURANT (UNFINISHED) CHAIN L I; E C'E TRASH NCL •�� 5A.' W, ul"' ` OF ��.k , L. 9..4E EN ....... ................_.W._,\ ?AII AGE I SE:MENT 'HAIN LINK I•EP UTI I, Y EASEMENT1=X Rt CORDING N0. � . CA sr"040226 (INCLUI APPROXIMATE LOCATIO OF EXIST. ROCKERY WALL-----�— — � -- 12" P ` N 15th STREWSOUTHWEST _...,.. �.._,_.�..............�....�......... ...... .W_. ....... .....__.... � � .... ...... __.... ...... _ _.. _ .... _ ........................... DOUBLE YELLOW S; RIP LANDSCAPE PLANTING PLAN Superfall Site irnpr"cvements: McDona Project No. 10304 Auburn, WA Latest Update 4/05/02 LANDSCAPE CALCULATIONS TO MEET CODE REQUIREMENTS PARKING LOT LANDSCAPE REQUIREMENTS LANDSCAPING LANDSCAPE AREA LANDSCAPE AREA REQUIRED PROVIDED ZONE 1 100 S.F. 230 S.F. A 2 100 S.F. 347 S.F. A 3 100 S.F. 593 S.F. A 4 100 S.F. 112 S.F. A 5 100 S.F. 381 S.F. A 6 100 S.F. 446 S.F. A 7 100 S.F. 130 S.F. A 700 S.F. 2,239 S.F. \ RIM ` ft6' €' ' 69,E 1 CONC SE .y , 1;� � f,�. 2! 3" DI tYi~.... 61 ` LANDSCAPE MATERIAL AND QUAINT REQUIREMENTS CODE REQUIREMENTS: City of Auburn, Zoning Ordinance No. 4229, Chapter 18.50 Landscaping and Screening LANDSCAPING ZONE A: Parking lot island landscaping TREES Code Req'd Trees Per Island Code Req'd Size No Landscape Islands Code Req'd Trees Ordinance Required Size or Quantity 25% size Increase 25% quantity increase PROPOSED LANDSCAPING Quantity Size Increase Quantity Size 1 1-1/2" to 2" cal. 7 9 2" to 2-1/2" cal. l 11 2-1/2" 25% 25% SHRUBS Code Req'd Shrubs Per Island Code Req'd Size No Landscape Islands Code Req'd Shrubs Ordinance Required Size or Quantity 25% size Increase 25% quantity increase PROPOSED LANDSCAPING Quantity Size Increase Quantity Size 11 1 GALLON 7 77 15"-18" spread 96 139 18"-24" 180% 50% GROUNQr wOVER Code Req'd G/C Code Req'd No Landscape Code Req'd Ordinance Required Size or Quantity PROPOSED LANDSCAPING Increase Per Island Size Islands Groundcover 25% size Increase 25% quantity increase Quantity Size Quantity Size 11 4" Pot 7 77 1 Gallon 83 994 4" Pot 1,290% -- 3' O.C. 18" O.C. ro ,k VACANT a PARCEL4. F t i FF F ! Ft if 3 j t•yy' � f f fi ff (, f ff f{ f s r, i O � T i • t I tt } f t f ' .. ...�.................... 6. 0u .J ... ._............. GROUND COVER: mm Rf CK"'RY > I €2> P( CATCH . -� RI.' - 76.67 PVC N - 5.57 PER RECOM. ------------- T MATERIAL LEGEND NAME ACER CIRCINATUM / VINE MAPLE ACER RUBRUM 'RED SUNSET' / RED SUNSET MAPLE CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS ACER RUBRUM 'ARMSTRONG' / ARMSTRONG MAPLE PINUS NIGRA/ AUSTRIAN PINE PYRUS CALLERYANA 'CAPITAL'/ CAPITAL PEAR OSMANTHUS BURKWOODII / NO COMMON NAME HELICTROTRICHON SEMPERVIRENS / BLUE OAT GRASS ILEX CRENATA 'GREEN ISLAND' / GREEN ISLAND HOLLY PRUNUS LUSITANICA / PORTUGAL LAUREL PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL RHODODENDRON: 'SAPPHIRE' 'SCINTILLATION' VIBURNUM DAVIDII / DAVID'S VIBURNUM VIBURNUM PLICATUM TOMENTOSUM 'WATANABE' / WATANABE DOUBLEFILE VIBURNUM ARCTOSTAPHYLOS UVA URSI 'VANCOUVER JADE' / KINNIKINNICK ERICA x DARLEYENSIS 'FURZEY' / HEATH VINCA MINOR 'BOWLES' / BOWLEES DWARF PERIWINKLE SOD LAWN: LOCAL COMMERCIAL BLEND LAWN/PLANTER EDGE- CUT TRANSITION SIZE CONDITION 6' - 8' HT. B&B 2-1/2" CAL. B & B B&BT B &/ g CAL: 6' HT. B&B 3" CAL. B & B 18" - 24" CONTAINER 1 GALLON 18" - 24" CONTAINER 18" - 24" B&B/CONT. 18" -24" B&B ONLY B&B/CONT. 15" -18" 18" - 24" 15" - 18" B&B/CONT. 18" -24" B&B/CONT. 4" POT 1 GALLON 4" POT SPACING AS SHOWN 30' (TYP.) AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' AS SHOWN 30" 4' 3' 3' 4' 3' 3' 18" AVG. 24" 18" QUANTITY 11 7 6 6 6 11 114 5 90 23 72 35 61 36 43 COVER 33 COVER COVER REMARKS MULTI-5"I"EM, 3 - 5 TRUNKS. STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE, GUY ONE GROWING SEASON STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE, GUY ONE GROWING SEASON STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD SET ROOT BALL 1" - 2" ABOVE SOIL LINE; GROUP IN MATCHED VARIETIES. N fn o C N 5. V Q Z J i CD 0 � N o 0 m m W c v, v Y > o o 0 3 v � v N o �` w X N a 0 cv � .w j u .. Z Er N n (.n g LLJ X J � LL Z w LLI> Q N n N N Z CV CD 00 N 00 N Z W fr- > coot/ Cf7 CCU 00 I I Z LJ hQ u7 u7 \ o HOLD 12" FROM TREES AND SHRUBS - Gi e— > HOLD 16" FROM BORDERS, TREES AND SHRUBS Record Drawing Certification Y v � 0 HOLD 12" FROM TREES AND SHRUBS These drawings conform to the Contractor's construction records:- �� •� By Date Sb� CD Title/Position 2 0 � o Confirmed by Clty: Date w 01 °' BLD 02-0049 l�SJ� STATE OF co `1_ CD WASHINGTON 0 REGIST This plan sheet conforms with the City of Auburn's Planning LANDSCAP I Department minimum landscape requirements. �. o o � o e E 41 _o Approved By: ! Z r o CER ICATE NO. 706 (VALID ONLY WITH SIGNATURE) Date Approved ,��'��' o i.� 03 D # 74 PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW 'ice SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS - PLANT MATERIALS: PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA/OREGON BORDER). C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER, CITY OF AUBURN, AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON —SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST —CONSTRUC— TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF —SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON —SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST rjl BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON —FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO—DELUXE NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON —SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6—INCHES. TOPSOIL SHALL BE WORKED INTO SUB—BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTIONS, S BARK MULCH (TOPDRESSING): ONE —HALF —INCH (1/2") SIZE, TO ONE —INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. PF 1, 08Z 6 or 5 STAKES: 1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: 2x6 PLASTIC/WOOD COMPOSITE "DECKING" UNDER TRADE NAME OF "TREXX". MATERIAL TO BE BENT UNDER HEAT TREATMENT. STAKE IN -PLACE USING 2x4 GROUND CONTACT WOOD AT 30" - 36" SPACING AND AT JOINTS. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR $-SOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. HOLD PLANTS r EDGE OF PLANTI AS NOTED ON F BED LINE EDGE CURB/WALK — PLANT MATERIAL SPACING DETAIL NOT TO SCALE NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. -� PREPARED TYPICAL NOTES: PLANTING o REMOVE CONTAINER & WORK ROOTS BED-' FREE OF SOIL; SPREAD ROOTS INTO 1 %% EXCAVATION o BACKFILL TO BE SETTLED USING WATER ONLY LE88 THAN 1 GAL 1 GAL, CONTANE wnd LAIiQt�i (PLANTED AFTER MULCH) ( PLANTED BEPOFE MULCH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE (2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1 2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) REMOVE ALL TIES, WRAP & CONTAINERS. FREE qp- PERIMETER ROOTS FROM NURSERY BALL l EXCAVATE TREE PIT AT A MIN. OF 4 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT ' GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. o LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. o WORK PERIMETER ROOTS FREE OF NURSERY BALL & SPREAD OVER EXCAVATED PIT. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. P14 AT STREETS) WITH EULASTICI CHAIN-DLIOCK TYPE SCH 40 GALV. ? OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1//2" - 1" SIZE HOLD BACK FROM TRUNK idTO 10" FINISHED GRADE r'n0m0� PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP. TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL-/ PENETRATION TO SUBBASE (+) 12" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE FINISHED GRADE AT 4:1 2" COMPACTED DEPTH OF SLOPE 2% MULCH; 3" LOOSE (MINIMUM) SLOPE �MAX); TYP. MIN.) TOPSOIL AS SPECIFIED CURB PER CIVIL DRAWINGS (WALK FINISHED GRADE AT 3:1 SIMILAR) SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. 1" MAX. WITH COMPACTED MULCH) SIDEWALK TURF CONDITION MULCH OON IION (CURB SIMILAR) PLANTM TM NOTE TO SCALE AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3"" LOOSE FINISHED GRADE LAWN EDGING PER PLAN PLANTER BED ADJACENT TO LAWN DETAIL NOT TO SCALE OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL 1-1/2" DRAIN AT LOW TO SUBSOIL POINTS & 10' MAX. SPACING BERM HEIGHT 6" TYP. CURB (SEE CIVIL/ARCH. PLANS MIN. OR AS NOTED ,� FOR DESIGN) SOIL LINE: 3" IN MULCH, FLUSH IN TURF :. ,.. Al \. SUBGRADE , REMOVE EXCESS GRAVEL - PAVING SECTION AND PAVING (DEPTH VARIES) 12" MAX. LIP GRADING IN PARKING LOT PLANTER (Topsoil Prep.) DETAIL NOT TO SCALE 1" MAX. TOP OF CURB TO TOP OF MULCH BARK MULCH 2" MINIMUM COMPACTED I MULCH AT CURB DETAIL w Y NOT TO SCALE I 0 0 STATE OF WASHINGTON REGIS D LANDSCA 2� AR M. SEIDEL CER ICATE NO. 706 (VALID ONLY WITH SIGNATURE) CURB Record Drawing Certification 2 r 7T CD F n_ � LLI vwi GO Z ail i W CC 0 Q Q Y U Z mEL m m N N ,C)i � N r- v 0 Z • L Z � O O Z OD _ � O Q Go 0 L Q N qT Oahe W %40 W Z These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by CJty.• Date PROJECT REF- BLD 02-0049 1 ,. tO . N ll O > m Q -61 C C Y d O This plan sheet conforms with the City of Auburn's Planning Department minimum landscape requirements. Approved By. Date Approved: _- w 'v C0 O CV � V)LLJ U U n z j zW pp Ifr zg N n W z Q a ¢ Z �? a, �- o N C:) N 00 Z U W Z N o 00 N I'- Co 00 y W z t'' ++i N Q I I LU LU Z o LO Lo Ln :N CD w 00 Lo LC) LZ N N j j E 0 0 S c� �r 2 LU ' 8 0� 0 n i L � o o o E o O N .c a o r 17 03 D POWER f i A, ff !`EL ........4, / ?SiiX BASIN " �A�T�.-.3�i ;3i 11 R( I 19.45 2" F" YC } R=262,00 L 78,E tW _ RIM 79.E 1 Ai.CI �'`�� fa�s;.I.I�I .I�T_m...__.. __ .. f 1 u? ,�iWq r If of `1 .... E;5 7 � 4 PER SHORT RT PLAT 1 .8 LEI E 65.93 12" PVC N .... 76.1 ` f < -` -,.. VALVE :: 76.19 PV "Sr .. 5" ~Nip I i; ` T µ PER R..c;'RDIP'fC LINK FENCE 950830"2011 ` cz- S. �t\l � I. III'i ��. l� `� \ 1 � 14../' ) "• "� "+, �•�,.F .` ... C"4. PAu'HIIPLINK PROPERTY Lim # ��• _ CHAIN LINK I � �"�" � ,• -SEWER........ t� ui-T INIE LCP, C'..✓NC— PAD 0A E. OF PROPERTY INN PAD 0,2' E OF P�;� f�`ERl UNIF:: f RESTAURANT a f CHAIN LINK. wEh�uF: TRASH E. E.L.O.S.ai,.'0E......\ LINE CHAN LINK FT.Nt;F TE.ASfI 1,1' EAST O PPOPERIfY LINE .717r E EASEMENT E ..........�.. •a7y`" .1— _.*,.®;;,acne � - - - `'"-�: LINIK EASEMENT .... E q ' R RL�CRDING NO, �..: r!� ...m.�._ 9505-040226 ,A"ftXtW,TlE LOCATION ----- OF tW. ROCK,c vVALL __- ...... RIM ,W 7:8' 13 AY AkFER 15th S SOUTHWEST . �..,�.......... _.._ P ......-..... _...,:_.....-........... JIJBLiw '�EImLt :�TRII:'F - STORM MANH011 1`60` DIA) If t M 77-..32 . ", CATCH BASIN R 1 77,72 ..: --------.._-.` "J VlfL ! 9...'L.14:f:..:�3 95 5u 4226 ............ �....-------- ---- ._..— -------- --- CA`CH BASSIN-J a 5 (L V, a� Z Q Q 0 O U U 'i it CL „ V LLJ a ©W Z E' _ �4.L \/ W CLI I 1 7Y z Q m m L) Q N N 04 17 O N N r Z LANDSCAPE IRRIGATION LEGEND f SYMBOL DESCRIPTION W SPRINKLER HEADS: RAINBIRD 1804/1806 POP-UP FOR SPOY HEADS; ONLY 1804 IN TURF; RISER (R) AS NOTED ON PLAN; O PLASTIC NOZZLES TYPICAL. PROVIDE Phi #01111M COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. 0 n771 F PSI GPM PRECIP RADIUS Q v, � o N PCs 0 • RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.6, 1.95, 1.74, 1.3, 0.9, 0.7 1.74 12' Z 0 0) ® PCS 0 o RAINBIRD 10 F, H, T, Q, -LA SERIES 30 1.6, 0.8, 0.5, 0.4 1.5 10' 0) N D RAINBIRD 15 F. TQ, TT, H. T, Q SERIES 30 3.7, 2.8, 2.5, 1.8, 1.2, 0.9 1.8 15' � a- Q oo n'.\/�� ❑ RAINBIRD 15 SST, CST, EST 30 1.2, 1.2, 0.6 1.9 SCALED 0 � N • RAINBIRD 100/150 PEB ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) W Z u HUNTER MINI CLIK 502H RAIN SENSOR Q O RAINBIRD ESP-8-LX CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. J WILKINS 850 - BALL VALVE (SIZE TO MATCH PIPE). Q 8 CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID Z P O.�•�►• © RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX O O .d�rilw.r WILKINS 950 XLT- 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. Q Z • — — — MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN C4 LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN cm O SLEEVE - CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN r tl 2 VALVE STATION NUMBER V17, 22` VALVE GPM VALVE SIZE LL ill 061313 MOUNT CONTROLLER ON INTERIOR WALL. INPUT: 117VAC V-10%, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ELECTRICAL PLANS, AS DESIGNATED. MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8' - 9' HEIGHT. PROVIDE GALV. 1 /2" CONDUIT FOR IRRIGATION CONTROL WIRE ACCESS TO CONTROLLER. 240V CONNECTION PER MANUFACTURER'S INSTRUCTIONS AND LOCAL CODES. INSTALL 2" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM LANDSCAPE TO CONTROLLER. IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. (I I f&4 STATE OF WASH IN TON REGIS R D �/ LANDSC ; TE:� AR M. �IDEL CER ICATE NO. 706 (VALID ONLY WITH SIGNATURE) J v o Gi 0 N V Q c D V N 11 Z 0 - J, s 0 m m 0 N r � x v c sn ti _ ca cwi z> Z c� O :5 vwi n c/) Lli x o Q ZZ o LL- LLJ LLI > N gz Q ® CV 00 &0 o0 00 CV I- Z > 0)Q0 00 Z IY\j N I I ui Q r Z Ln �a lf) Ln C9 Z O � rN\ n W V7 j E 00 W cV',` > 5 \ 0 J w 0 0 D 0 CD FOR INFORMATION ONLY o r a- -0 v� . , PF �06Z 1 of 6 IRRIGA11ON NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUBOUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUBOUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 60 GPM AT 50 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION 70 PSI. 3. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTOM RIGHT-OF-WAY WHEN ZONED IN COMMON WITH PRIVATE LINES A MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6-INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC.. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE DONE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER TIMING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. *4s w z Z Q z 0 0 w of DOUBLE CARSON GRADE LEVEL VALVE BOXES WILKINS 600 PRIES. REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP Q ON DISCHARGE SIDE OF METER. m 0 SCH 80 QUICK COUPLING PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP PVC PER CITY SIDS. THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.;) DETAIL NOT TO SCALE FINISH GRADE PLASTIC VALVE BOX (10* DIA.) QUICK COUPLING VALVE 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL (TYP.) MARLEX NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE NOT TO SCALE TAE3ICH CONDITION 0 0 ) o TOPSOIL (FINISH GRADE) o f 100 o PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL---� ' u AT 90% DENSITY ° J c O �, oft (TOPSOIL BACKFILL) AT 95% DENSITY 0° 0 (STRUCTURAL) °� N %0 c ° ° _--- PVC LATERAL ` 6" OFFSET SLEEVE(S) ,, o �� , o Q ALT. WIRE SLEEVE c c -n - a - - PVC MAINLINECD •:- ,• VALVE WIRING _ s - m ti- ' .-- PIPE BED MATERIAL O TO BE CLEAN & FREE OF ROCK LARGER THAN 1 /2" _. * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE 6"/12" POP 6" CLR. OF AT SHRUBS OBSTRUCTION 4" POP AT TURF MY a_ 4. MULCH CONDITION SPRINKLER FINISH GRADE FLUSH AT LAWN ADJUST ANGLE AT & FLUSH WITH SLOPE COVERAGE - _, CONDITIONS. 50% OF MULCH LINE SLOPE ANGLE (TYP) SPRINKLER ARLEX MARLEX NIPPLE 90' ELBOW LATERAL "\�J MANUFACTURER'S LIMITS PREVAIL FOR SCH 40 PVC • INSTALLATION AND ADJUSTMENTS. TEE SxSxT PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. (SIDE INLET ONLY) 24 FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY EQ I EQ WATER SERVICE FROM METER N J= ==N!� )- O U- r Doc O Vv - J- C EO c Zv 70 0000 E D00 lnnnr ,_,n CHECK VALVE ASSEMBLY NOT TO SCALE -DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; BOLT LOCK LID. DOUBLE CHECK VALVE (STATE APPROVED r, EMBLY) RESILIANT SEATED VALVES & 1EST COCKS; INSTALL ASSEMBLY AS 94OWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. PVC MAINLINE PER PLAN \-- SCH 80 NIPPLE & FEMALE ADAPTER UNION AT EACH SIDE OF VALVE SCH 80 PVC SCH 80 NIPPLE (TYP.) BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP-7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. --- - _ WIRE WITH WATERPROOF WIRE m - CONNECTOR FINISH '- GRADE PLASTIC CONTROL VALVE SCH 80_I BOX WITH COVER NIPPLE III=11 (10" DIA.02" MIN.) SCH 80 SXT PVC LATERAL R ,,4 90' ELBOW TO SPRINKLERS SCH 80 I NIPPLE e\ I - \ o PVC SCH 80 NIPPLE Doo AND FEMALE ADAPTOR O 000 0 OD OD o00C REMOTE CONTROL VALVE; BODY CLEAR OF SUMP PVC MAINLINE 1 C.F. 7/8" GRAVEL SUMP MAIN LINE FITTING NOTES: SCH 40 SLIP TEE -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX -TAPE WIRE TOGETHER EVERY 20 FT. -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE -COMPACT SOIL AROUND VALVE BOX -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE NOT TO SCALE * ELECTRICAL: 220 VAC; INSTALL, PER MFR'S SPECS. * SET ADJUSTMENT AT 1 /4" RAINFALL TO INTERRUPT SOLENOID CIRCUIT MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. PROVIDE 1 /2" GALV. ELECT. CONDUIT TO CONTROLLER. MINI-CLIK RAIN SENSOR RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE STATE OF WASHINGTON REGIST LANDSCAP iiF"- (D 0 Q Z '^ O 0 c V♦ w w O v� V) Z21 Z Z O m D Q Q Q Q Y c� m m m a: N N 00 04 LL0 O N r- Z O m c Q (n M O Z CID �o0'N cq 0 a- <t co U F_ � i C()Qa�' J = Z ... Q O O ® Z a. . ..2 C4 N o� 4. v C1 NCO N U Q '' fn C e�� Z J N m m _ r y v Y > lA OL o 0 ; U - a U o w x °' O N ro V) U Z Z V J Ld X ZD Q Z Z w o o � gZ M�o CD N� Z j N 0 CD p 00 0-4I- rn cn 00 z N I i ww Q r- , Z 'S Z o (� L0 ., z - w " j E co Ld cV +CAI Y u 0 V) a .y o � o Z / e � 0 0 0 i ` % ' o 0 �, o FOR INFORMATION ONLY z c _ E 0 U) iy 17 P1d0gZ 8 -F6 NOT TO SCALE ARTI M. SEIDEC CERTIFICATE NO. 706 (VAUD ONLY WITH SIGNATURE) .—r CALL BEFORE YOU DIG: 1-800-424-5555 1"=40' 0 20 40 80 SCALE: 1 "=40' LEGEND: PROPOSED TYPE II CATCH $ASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN O EXISTING TYPE I CATCH BASIN 0 PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE ---- -�� PROPOSED SANITARY SEWER LINE` - PROPOSED Sk'.iARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE O EXISTING SANITARY SEWER LINE EXISTING WATERMAIN ----------------------- EXISTING FIRE HYDRANT EXISTING WATER VALVE �Q PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE N PROPOSED WATER METER 6m 78.5 PROPOSED SPOT ELEVATIONS ! EXISTING SPOT ELEVATIONS �6w° x EXISTING CONTOURS 78 PROPOSED ASPHALT ,5 1 ME PROPOSED CONCRETE MJTY CONFLICT NOTE: CAnON: 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. 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 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. � F v COVER SHEET -- A POR11C3N OF THE NW 1/4 OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF AUBURN KING COUNTY WASHINGTON ZONED 03 THREE MONKEYS RESTAURANT (UNFINISHED) ZONED 03 � CONSTRUCTM 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 WHERE SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT TEMPORARY INTERCEPTOR DITCHES AND ROCK CHECK DAMS WHERE SHOWN. 6. INSTALL HAY BALE DAMS WHERE SHOWN IN THE CHANNEL AT THE NORTH END OF THE SITE. 7. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 8. CONSTRUCT TEMPORARY SEDIMENTATION CONTROL TRAP AND OUTLET CONTROL STRUCTURE. 9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 10. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 11. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 12. 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. 13. 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 POND. 14. ALL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. 15. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED/MULCHED WITHIN 48 HOURS IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 16. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED 17. 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 BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 18. COMPLETE INSPECTION/ PUNCHLIST 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 HORIZONTAL TO ONE UNIT VERTICAL (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 HORIZONTAL TO ONE UNIT VERTICAL (1:1) AND ONE UNIT HORIZONTAL TO TWO UNITS VERTICAL (1:2) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. FOR SLOPES WITH A STEEPNESS EXCEEDING ONE UNIT HOR *6 UNITS VERTICAL (1:2) 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. C. 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. 15th STREET SOUTHWEST (MINOR ARTERIAL) ZONED M1 CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL 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. x C <% S �st S PEASLY N CANYON RD. S 36th ST. HWY. 18 SUPER MALL OF THE GREAT NW 15th ST. 0 1 __j VICINITY MAP N.T.S. LEGAL DESCRIPTION PARCEL 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT NO, LLA-01-0033, AS RECORDED UNDER RECORDING NUMBER 20011219002671, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NO, 030150-0315-05 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, VERTICAL DATUM: IS NAVD 1988 PER INFORMATION FURNISHED BY THE CITY OF AUBURN, BENCHMARK IS CITY OF AUBURN BENCHMARK NO. 33-Mi TOP OF BRASS MONUMENT AT 15TH SW AND 'O' STREET SW. ELEVATION = 78.75 FEET. ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: HAL P. GRUBB, 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: McDONALD'S CORPORATION CONTACT: JERRY KESSELRING ADDRESS: 10220 NORTHEAST POINTS DRIVE KIRKLAND, WA 98033 PHONE: (425) 827-9700 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START INDEX OF SHEETS: OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. T1 OF 3 COVER SHEET 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE T2 OF 3 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND T3 OF 3 TEMPORARY EROSION/SEDIMENTATION CONTROL SECTIONS 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 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. o �^ > Qa� Q W a.; 0 V In W LJ Ln o > Z WW U � o- o- a m S S N N O pe) N p N 0 ,t z W Z > ® O 00 STREET r 0 0) Z OD I � h 'Q N 0� 000 C N ® W Z J F- J W Z a: �z Z 0 0 !j; 0 Z N ® v..:gw r L 0 r7 0 v N N CO U Q N II z o > CD = o N N � O o 0 N N N Q, Y o 0 ° t a o a U Q 0 x Uj �r U7 � 0 U, z> W Z w CDtil :5N J N 0-Q z zw o w S� o QCAI z N n N cam.. O O C`J 00 0 0 O 60 C-1 r- z j \ Z M CO 00. w W o I I w 1 zz E U-)_ C�4 w CV Z N N J> o Record Drawing Certification 00 w > 5 o U N These drawings conform to the Contractor's construction records. 4 o By Date �� cy� o Title/Position � o Confirmed by Clty: Date .� W A� C OF W A PROJECT l02-0002 A`, f fi 14 GO�y CD ,Q These plate" approved for conformance with the City of o i Auburn's En ring Division requirements. c.P 3/4102 � 975 M a n s/ONA L F. �. Approved By: O' Z L o O - EXPIRES 6-10-03 Date Approved. ) a� 00 n * 1"=20' lam 40 SCALE: 1 "=20' 1$ DUST CONTROL NOS PERCENT CONT`RACTOR TO MINIMIZE THE PERIOD OF SO!I F XPOSURt THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPOR4IRv STABIiiiariny PRACTICES SUCH AS SEEDING AND MULCANG AND EROS! BLA t" 50 10 2. DURING WNSTRUCTION AND DRY WE II'HElR, :)WRINKLE THE SITE WITH WATER UNTIL 40 SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL OF THE TRUCK TRAFFIC MUS f USE THE CONSTRUCTION ENTRANCE AS DESIGNED AND 70 SHOWN ON THE T•E.S.P. TO PREVENT CARRYING OUT THE MUD ONTO STREET. 15 10 4. ALL OF THE OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE 5 COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO = ." ' ` x PROJECT, WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL E? .i ? �. <: � � t : I iA y ti MOIST -DRY COS . �a t AN t'OLOtdIAI . iiEF,F1 CRJ4SS 10 S UC RUB FF-SCIL177 40 MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. J LOLIUM MULTIFLGRUiv; ! Ai'NUAI_RlIb, ��°' ' TRIFOLIU€M REPENS WHITE CI.OVF .al.r1f P' OF ONE WATEP IRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSIRUCTION. `—✓ ^9 APPLICATION PATE: HYDROSEED ® 60 LBS./ACRE L=78.63 a T ^a Tan=39.57i RIM o F,5, g10VC 7E. b �^ -IYDROSEED MI ECMAT s MOISTURE SPECIES COMMON NAME CONDITION BY WEIGHT AGROSOTIS TENUIS COLONIAL BENTGRASS VERY MOIST FESTUCA RUBA RED FESCUE ALOPOCURIS PRATENSIS MEADOW FOXTAIL MOTS_ FESTUCA ARUNDINACEA MEADOW FESCUE AGROSOTIS TENUIS COLONIAL BENTGRASS ALOPECURUS PRATENSIS MEADOW FOXTAIL i -RIFOLUIM HY`3RIDU A WHITE CLOVER - _ ., LINK ELti:...�. i ,T `` •�.,,� .�` ��+ATE A°, op LVE try \ \ p� [ : CHAIN LINK ,.ER,CL 0 CONCRI:...I:. F.. �� � �, ",,,,•,\ 9 , : \ , 3 IF CO5. s .. PRO: E:.RT`• LINT:. � �LIMITS OF CLE _ ;4CHAIN, 0 )0 (ALONG (ALONG PROPERTY LINE) �\ � ; \ `'��' "" �' �> �o `� � � �� F� ?,<. FENCE C �ry CLEAN()0T h O \ NEW TEMP. SILT FENCE C 1 FROM PROPERTY LINE STUBt /' \ �4{ (PER CITY OF AUBURN >>� , ; 0 O STD. DETAIL DEV-6) WATER , •// r , lA' TEMPORARY CCMISIRUCTION ENTRANCE , PER CITY OF AUBURN STD. DETAIL DEV-5 "' b .......... NEW TEMP. SILT FEN \�/�✓` WATER 1 FROM PROPERTY LINE ^ _ v' \ \ /� VALVES w 3N l) - 'f a �^ (PER CITY OF AUBURN .4' In_ C 7E.0 STD. DETAIL DEV-6) r �3E »- 1 STORM 2 1 ►! :�.-77. _ H/ j tfDIRECTION ,0 :k 1.b N ri. X'sT t..OF Fl OW Lz£ E _. 6917 fj€illy 0 r %i: r^ / .: ' " ga TE 4PORARY 'lr DUCH b +•StJC, ( CHEV ` DAMS ✓ c �^ (PER CITY OF AUBURN) LIMITS OF C ` (ALONG PROPESTD. DETAIL DEV-9) w _ R=318.00 = A r • �y r ,,.. - Tan 422.09 15+ x ...w. T3 N \• / WATER ASEMI r _ MCDONALD'S 3 " Delta=OT56'48" PEA I . " I Q, 9. PRELOAD o Fl O 2 1 C) ,u. r NEW TEMP. SILT FENS 1 TY E FROM PROP R I IPi- .._.u,.� � (PER CITY OF AUBIII' E� STD, DETALI DEV -F N VACANT PARCEL x �6b PROPS POND BY OTHERS) ZONE) ( SEQ. ; N LOW-, SEDIMENT TRAP SHALL DISCHARGE INTO FM NEW STORM SYSTEM (BY OTHERS) UPON -n •..., „-w� - f? �; INSTALLATION PRIOR TO COMPLETION OF TEMPORARY EROSIONA- ,- THIS PROJECT S.NAW TRAP •.� MIN. TOP EL.=77.0 x 7 { 77.0 TOP OF SEDIMENT EL•=75.0 y NEW TEMPORARY 'V' DITCH / # �' BOTTOM OF POND EL.=73.5 t, W ROCK CHECK DAMS 1'RI�SI't EN�ICLiaaUR'.---� PER CITY OF AUBURN 5.4' W. OF PROP �_ -. i' LINE': - ��' 3:1STD. DETAIL DEV- ' v h 2 ; 9 ' CHAIN :..INK FENICE- . _ ,,.. �. ;€art f , i • EAST €O ' � p"IP j a ;4. � 24 LF 12" TEMP. SD C� 0.50% MIN. , 3:1 .." .^-.� '` )i 7 ! Y ` - ryti - ,,,,,�,._ •,• . ^ • APPROXIMATE LOCATION o . / .....¢ ... ... 6:, OF FUTURE, 0 STORM RAIN rye. __...,....... ........... ............................._..- 10 ;':' r..A; �h:..... •_ f �, . _ _..... . _ �...........:... . _ DIM_.., T TRAP OUTLET CLEARING FILLING AND _, _.__. , _, ., .. _ .,_.. - .. _.... _....... _ _ M. .- �r•�`" ' . ,. a -: :. - - - - - - .� ._- - .:� � PER D ,(�TL THIS ° ._...4.00,:_...» .-.------- _. EROSION CONTROL BY OTHERS. ..... ................. i �NMllllll ,_ `•„` Iti R . .... a i° — AGE EAzEMEN /j 1 ,. .. p s� a ,ob• �d' h..._....._........-.».,._ _._.-,. - -ERIf ..1E 1,r. ' P� .., _ ...,.. .... _ . I »— _ ^pry T- x -- - x - x o _ _ x — _.- - C iAI1: x $� �-• rHA1N = t� 10` UTILi"p EAS�N _._ — — _ _ - -_ _. — — — _ � c9�_ ,� i$ wry^ q. 00. -i1- P �O> tNt �" R E`IlST. 4' II — - --- �` a'-'FiA€t '� EF�a:7 NI — t?{,? �' 1 EARTH BEM- MLC' _ ry 1 )PA I�A.� EAiEI _NT Pf R NNG N't APPROXIMATE LOCATION— �1 . OF EXIST. GH''—,.;611 N88'57 47"W 209.00 ROCKERY WALL I I N88` "VU 9s 57 47 13J.58 . .... ------- -------------------------- .�.- _-.- • -- ------------= ----- . ».... ......... •_......,........ ...»..—........._^...». _ `.= t 'a i �..r. ..... -„A -- ..._.. ...._..-. .. ... t 4- ....... L 7 Lstx ' 15th STREET SOUTHWEST (MINCR ARTERIAL) r7 ° f- -GRADING AND EROSION CONTROL NOTES: NITHIN -tic: CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCE,`7, "'OR A! 1 MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REWUIRED 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. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS, SHALL BE STABILIZED WITHIN TEN 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 3.5' FLAT BOTTOM 1' MIN 3:1 41- MIN � 3:1 1' MIN OVERFLOW — I � r l' MIN RIP RAP 3/4 -1 1/2 WASHED GRAVEL 2"-4" ROCK GEOTEXTILE NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION CROSS SECTION DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER 6' MIN \\/ \ O 1' MIN DEPTH OVERFLOW SPILLWAY\\� O O O O 0 0O0O(O�O O(O0 , %J , +: NATIVE SOIL OR / �'. �s;,.:ti ti 4 t,;�'. COMPACTED BACKFILL GEOTEXTILE MIN 1' DEPTH 2'-4" ROCK MIN 1' DEPTH 3/4"-1.5" WASHED GRAVEL TRAP OUTLET it h _ MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH M 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED c SEDIMENT TRAP OUTLET DETAIL NOT TO SCALE Record Drawing Certification C Z o W rn 'N V, Z FjW `' 0 .�# Z �a. \ a_ Z C� U ^ `,/ V a_ a_ CD C � � 0Z4z � � W W O DM 0 a a W _ = a <cr . , m c O \ W , \. n N L� r Z _ ® 0 0 0 0) 0— Q 04 Ca O - . U Cl) L Co < C, 0 W Z Q .. —j W Z \/ Z 0 0 Lr 0 CL U 0 N 0 L.w 0 0 o N C N 2 Q V N Z N 0 > Q 0 c� N O Q N N Nf rJ Y o 0 a O C)q Q X Y 0 N N U 0 C Z > cn z Ckf Q J W CL Q N ::D x Q Z Z < Z W N CN :5 :2 o t'M cV CV N @ CD C'V 00 00 C-4 r- Z j o CO 00 lt W w o Ld W � , CN In In > C CN Z CN CV J W o 3 These drawings conform to the Contractor's construction records. N •L I-"} "K Q • �N1 ` j' By Date Title/Position �+ R c3 \ Confirmed by Clty: Date = + w PL P• GRO ? C ui C C �. 0) a PROJECT REF: GRA LO2-0002 ti O These plans are approved for conformance with the City of i Auburn s Engineering Division requirements. Lr 3/10? o 3975 �O �`� M �s/ONA L ECG\ '�- OV Approved B ppy: z' �. 3• . EXPIRES 6-10-03 Date Approved- 3j!tj!D� o 0 r U, N a - - "I 4,v � I 1� .',­-_ I I . , . I � , ,--* - . . - ­'01 . .., � '. - IV" ,It, *, , :r �.,�,,� " ;�, �,�," -, , . 11 ,4+,,,q te _ � I 1, _ I !,: I � . I . . . I ". I . . MPORARY EROSION SEDIMENTATION -CONTROL SECTIONS 11 I I . / -1 I ­ . ,�. I �1'1 . I I � � I I � . . . . � I , - __ ­ 1,t��.1",-4 . . I . I � � . . . � � __ . . I . I : ...... ­t ...... . ...... .... ................. � ......... . I ..... . ....... : ............................... I .......... I ...... ! ....... I . I ....... I ... ... : ... I ... I ... I ............. .... .. .. ..... ....� ...... ­ ...... I.: ............. .... .... ...: ........... 1. I ................. I .... I ...................... I .......... I ... : .... . I ! . ; ! .. ...... i ....... I I i : : . : : : : : . ! ......... ..... ! ......... ! . :­.­:­.­:*_,. : : 1:. -, i . . . 7 - - ! . . . . . . . � - 1 . . . � . . . . . i . . . . . . . . . i ......... ! 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I By Date L C) . r1) . � I .. . ritlelPosition I- .1 1. S 2 . . . k . I - I 0 1,--, . . - � _0 ,11� I 0) I . z , �_: Confirmed by Clty.- Date L , ,�:,. ,. U,4 - I . I ,. 1 L Q) I - I . I_- __ I . ($ , , Q) . . . . � .z, . �-: ­ 0) I \_ P G� 0, A�� C Uir- (1) I \-\ W I ,� W S ;k" I I-- / ,1/ PROJECT REF- GRA i02-0002 I \4e "zd- A-, I 0 GO CD , I ff-) I I;t . L - �_D L , ,,, " I I , . . I These plans ore approved for conformance with the City of ­11 ­__�.�, � _L_�_:.L - .. 11 I—, . --- I , -, . 0 . Auburn s Engineering Division requirements. _.P S Pt4 x . I I . I ;_1 a- 975 4z� % � V) y . - . . . . . 11 qt ­� Cn O/S � ' I (:) � � _ 0 - 4) � 4- V) I . IONA L -I q: 01- Approved By. )D_00�-� __S,_41k-f V) a) ,j ,, 0 " . . - , , C . �_ . I I I EXPIRES 6-10-03 1 Date Approved. - *.dft ­ - 0 V) 4j . --- I . . � P" I too, *;�� E -'**It---, -� I . w � I I - I - - - 11 __ __ . _­Ml 11 - . . __ - I � __ � - �� , 4illili�� � . I � I � I __ I - I � � � _�_ . 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