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Home My WebLink About06D1877GENERAL NOTES (CITY OF AUBURN CONSTRUCTION SEQUENCE A PORTION OF THE SW 1 /4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA LEGEND EXISTING 3 � \\C� � �,s \)II0 PROPOSED A.C. PAVING CONCRETE CONCRETE BLOCK WALL PROPERTY LINE R.O.W. CENTERLINE EASEMENT 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" (2002 LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS 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 EXTENT 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 TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR 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. EARTHWORK QUANTITIES CUT = 977 CY FILL = 171 CY STOCKPILE EXCESS ON -SITE. EARTHWORK QUANTITIES FOR PERMIT USE ONLY. 1. SCHEDULE AND ATTEND THE PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. REMOVE EXISTING BUILDINGS AS NOTED ON THE PLAN. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 5. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES, CATCH BASIN PROTECTION, AND OTHER EROSION CONTROL DEVICES AS SHOWN, 6. CONSTRUCT EROSION CONTROL POND AND DISCHARGE CONTROL STRUCTURE. 7. BEGIN ON -SITE CONSTRUCTION. SLOPE GRADED AREA AND ADD ADDITIONAL SWALES AS NECESSARY TO DIRECT ALL SURFACE WATER TO THE SEDIMENT POND. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 8. BEGIN ROADWAY CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE SITE INSPECTOR REGARDING AN ACCEPTABLE DURATION OF THE ROADWAY IMPROVEMENT ACTIVITIES. 9. ALL EXISTING VEGETATION WITHIN THE LIMITS OF CLEARING AND GRADING SHALL BE REMOVED. 10. COMPLY WITH THE CITY OF AUBURN STANDARD GRADING & EROSION CONTROL NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 11. UPON STABILIZATION OF ALL SITE SURFACES, INCLUDING COMPLETION OF SITE PAVING. LANDSCAPE PLANTER MULCHING AND VERTICAL DATUM NAVD-88 BASED ON ELEVATION OF 91.90 FOR CITY OF AUBURN MONUMENT #30-J LOCATED AT THE SOUTHWEST CORNER OF SECTION 18. BASIS OF BEARINGS N00°21'11"E - AS MEASURED ALONG THE WEST LINE OF SECTION 18 PER RECORD OF SURVEY. RECORDED UNDER REC. NO. 20040315900004. w m - ... .... ,.. 77 ., : r:: y .... ,... r _... . ��.'1 ❑ .� CITY OF AUBURN :...,, n-9260 I X ,e L_---_---------��.-_-_----------------,----s-----�� 11 3+00 _ -� y---- _5+00 4+00 oa+aa I- ,+oo z+oo 6TH STREET S.E. I ::I O + 0 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET 1 inch = 30 ft. PROPERTY INFO PARCEL NO.: 182105-9184 SITE ADDRESS: 524 'A' STREET, AUBURN LEGAL DESCRIPTION BEGINNING AT A POINT NORTH 00°21'31" EAST, 416 FEET AND NORTH 89°23'19" EAST, 473.04 FEET FROM THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 00°36'41" WEST, 205.52 FEET; THENCE SOUTH 88'00'07" WEST, 469.92 FEET; THENCE SOUTH 00"20'31" WEST, 195.11 FEET; THENCE NORTH 89°23'19" EAST, 473.04 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 15.00 FEET CONVEYED TO THE CITY OF AUBURN FOR "A" STREET SOUTHEAST BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 979195; EXCEPT THE SOUTH 30.00 FEET THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7210040498; AND ALSO EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES BY DEEDS RECORDED UNDER RECORDING NO'S. 7210040499 AND 9402021604, RECORDS OF KING COUNTY, WASHINGTON. 120 GOVERNING AGENCIES WATER SEWER & STORM CITY OF AUBURN - PUBLIC WORKS & UTILITIES DEPT. 25 WEST MAIN AUBURN, WA 98001 (253) 931-3010 POWER PUGET SOUND ENERGY 10608 NE 4TH STREET BELLEVUE, WA 98008 (425) 456-2511 TELEPHONE QWEST 7850 - B S. TRAFTON RM. 110 TACOMA, WA 98409 (253) 597-5331 CABLE TELEVISION COMCAST 410 VALLEY AVE NW - SUITE 12 PUYALLUP, WA 98371 (253) 864-4200 GAS PUGET SOUND ENERGY 10608 NE 4TH STREET BELLEVUE, WA 98008 (425) 456-2511 IMPERVIOUS AREA CALCULATION EXISTING EXISTING BUILDING = PAVEMENT = 3281 546 SF SF EXISTING TOTAL IMPERV. = 3827 SF NEW NEW BUILDING = PAVEMENT = 7864 44,867 SF SF NEW TOTAL IMPERV. = 52,731 SF Sam VICINITY MAP SCALE: N.T.S. PROJECT TEAM OWNER CURRENT ESTATE OF MARJORIE CAMPBELL 501 SOUTH 38TH COURT RENTON, WA 98055 CONTACT: VERLA BATES PHONE: (425) 226-9004 DEVELOPER (FUTURE OWNER) JACK IN THE BOX 9330 BALBOA AVENUE SAN DIEGO, CA 92123 CONTACT: STEVE MONCUR PHONE: (503) 293-3687 ARCHITECT RHL DESIGN GROUP INC. 1550 140TH AVE. N,E. SUITE 100 BELLEVUE, WA 98005-4516 CONTACT: RICHARD DUGIE PHONE: (425) 818-6305 CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 SHEET INDEX CIVIL COVER SHEET C1.1 ROUGH GRADING AND EROSION CONTROL PLAN C1.2 EROSION CONTROL DETAILS & NOTES C1.3 GRADING & DRAINAGE PLAN C2.1 UTILITY PLAN C2.2 ON -SITE CIVIL DETAILS C2.3 ON -SITE CIVIL DETAILS & SECTIONS C2.4 ROADWAY IMPROVEMENT PLAN C3.1 ROAD CHANNELIZATION & LIGHTING PLAN C3.2 SITE PLAN SD1.0 SITE PLANTING PLAN L1.0 SITE IRRIGATION PLAN L2.0 DESIGN BY OTHERS NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWING CERTIFICATION PROJECT REF: FAC #05-0007 40 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE �� ENGINEERING DIVISION REQUIREMENTS. J _��Iiiiiiiia TITLE/POSITION: APPROVED BY: t CONFIRMED BY CITY: , ,;�� DATE 6"?.,ot DATE APPROVED: DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack . in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions 2R el :v DL_V& PV& ® ADDRESS CITY REVIEW, 5/23/05 A3 ADDRESS CITY REVIEW, 5/6/05 0 ADDRESS CITY REVIEW, V11 /05 0 ADDRESS CITY REVIEW, 4/4/05 TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email off9-e@terraformadesigngroup.com LO P. D FcG a aOQ � of wasy a W �sSlavAt- �� C1 N EXPIRES uO O6/1,�08 X W in low Uj. W w Z Cl) Z � m W 44 D N n U site information MK TYPE: 8ECBSQ62 JIB #: 8360 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED CIVIL COVER SHEET t%- 4 4 �, LEGEND - EROSION CONTROL EXISTING PROPOSED A PORTION OF THE SW 1 /4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA - - -- PROPERTY LINE GRADING AND EROSION CONTROL NOTES (CITY OF AUBURN) R.O.W. CENTERLINE 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED - - EASEMENT SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND GRADING CONTOUR IN OPERATION, PRIOR TO LAND CLEARING AND/OR 90.00 OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES + SPOT ELEVATION SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM SWALE DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT D STORM DRAIN PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING: CITY STORM DRAINAGE SYSTEM. F FILTER FENCE 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE EROSION CONTROL POND �'�.� SITE SHALL BE APPROVED BY THE CITY. a O O O ROCK ENTRANCE _ TOP EL= 90.0 + i MAX. W.S. EL= 88.0 (25-YR) � 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM 3 ROCK CHECK DAM ,f IE OUT= 85.0 ., SILT FENCE IS USED), SEDIMENTATION AND EROSION CONTROL BOT EL= 84.0 (BY PREVIOUS PERMIT) THE APPROVED DRAWINGS ARE POND AREA AT B4T. OF GRADING/EROSION ' - FOUND i/2" REBAR AND' CAP FACILITIES DEPICTED j� STORAGE (EL85.0)- 2840 SF PER AUBURN DTL. DISCHARGE DRAINAGE / _ EROSION-02 (TYP.) "LS#15029 INTENDED TO BE MINIMUM REQUIREMEN PROVIDED VOL= 11,170 CIF ...�COHTRQI.,, , FOUND BRASS MONUMENT "' 9.9'N AND o.rEY AND ANTICEROSEONSCONTROL ITE DIFACILITIES DMAY BELREQUIRED 04/04 I BUILDING 2 OX FACTOR OF SAFETY �9 0 STRUCTURE 3 /D5 E DURING G NS UCTION OUTSIDE PROPERTY `- R= 9.86 % PER DTL. 1/C1. �� IMPLAS EMENTATION,MAINTONS ENANCE,MRAINTENRANT ANCE,REPLACEMENT AND -- - ,.,,, •_ _..., ;. ,..._ .... 317.74 , ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE PERMITT . -- FRESPONSIBILITY OF THE 88-- `---wEsr 1/4 CORNER 4. THE TEMPORARY EROSION CONTROL FACILITIES, cnON 7l- 18 12:1 INCLUDING ALL PERIMETER CONTROLS AND THE FOUND BRASS MONUMENT I 04/04 ASPHALT PAVEMENT DETENTION (RETENTION IF INFILTRATION SYSTEM IS 1 E�wARo v RAYMON� I N 10 x6 x12 DEEP CONCRETE sTRuct�URE 3' USED CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL II ROCKERY I I QUARRY SPALL PAD ' f N DIAMETER W REBAR ) Tax #lazlo5-9o2s I ®DITCH INLETS r� I°O HANDLE / FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY \\ I' 2;1 F I I°D APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE \ STORM CATCHBASI x ........ _........ ..__..... ....... v W; I �Co* = 86.94 I I „ - - _ - - , _ - 8�,84 - - - - -- - FOR REMOVING ALL TEMPORARY FACILITIES. ULD NOT OPEN I I �. I - f N89°22'45"E 136.94'- /y I FOUND i/2" RfiiAR AND CAP 5 THE CONTRACTOR WILL BE REQUIRED TO WATER THE ❑ I - IONS AS LOT UN I BUILDING 90 NEW E `� p.20AND 0.3'w DF I A RESULT OFCONSTRUCTIONACTIVITY. THE S m ® ALSO SWEEP ALL AFFECTED OUTSIDE PROPERTY _ 4 CALCULATED POSITION I STORM carcr�, a I IE= 87.5 I . PUBLIC ROADS, HASLNECESSARY, TO REMOVE MUD CALCUL ON REMOVE EX. 4 0 1 RIM =_87.431` s DRANL&1CB'STOR� Y , I.E.--s4s3, 8" RCP (w) I STRUCTURES L; DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION <) 1 ACTIVITY. STORM MANHOLE z I x : I/® g a ,-. IE=88.0 & DURING ROUGH 34E' - . , o GRADING PHASE N 7291 FULL CATER I I AREAS OF ACTIVE ... q TO SHEET O II ;; �OCWD 1/2" REBAR AND CAP :. I POTENTIAL FOR EROSION AND SEDIMENTATION THWORK WH ICH �IMPACTSAVE E cO 1 1 _. ND CAP "W15029 - LAY" ... - + 4f : I CHAINLINK FENCE N88°07'29"E ---- D ----ev ----D ---- / STOCKPILE, C2 C� --r- - �foi'sOAND o2�woF R PER STD ' `F OPTYTSTORMADRA NADEASYSTEMWMUST ' ....... ` I 1) =' ON ADJACENT PR SOIL STOCKP I I - CALCULATED PGATION FOR COVE CITY S. I SILT FENCE OR THE EXISTING ADJOIPMG NORTH,PARCEL I BE STABILIZED ACCORDING TO THE FOLLOWING Z CB PROTECTION II POWER POLE -' 4/04 y;.; ) SCHEDULE: �I I PER AUBURN DTL. N D i CABLE ENTERS GROUND x �3 Y PRE VIOUS PER EROSION-04 %' f - I 02 (M.) FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL AUBURN �- 88.5 I EROSION GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN Cr / I NEW LOT LINE I UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE %' I I GARAG� c� I STABILIZED WITHIN TEN DAYS. .,,,..,u,..�,, ,,,lzz I FROM OCTOBER 1 TO MARCH 31, EARTHWORK 90 II Io ' ' -" ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER '/5 TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN ......... _..... 5 AREA GREATER THAN 5,000 „ 0-1 BOLD � SQUARE FEET THAT ARE CONC. PAD y �� I HOURS AND ESCHEDULED XPOSED NAREAS O OF DLESS RTHAN E5,000 THAN 24 RUCKS ° T - IE= 89.0 I DENNY s INcOF SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE 1 I I .„,,,,:::::,, TAX #182105-s THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 90 1 **SEE ENCROACHMENT NOTE �3** ROCK CHECK DA1# (TYP. FUTURE PER AUBURN DTL. :,,,,,.,,,-05 BLDG. r I F FOOTPRINT 3 3 C1.3 d ,'� C1.3 ABANDONED STORM MAINHOLEI DRAIN 90.50 NOTE: SOIL GRADING/REMEDIATION ACTIVITIES VIA SEPERATE ,,ram PERMIT GRA 05-0010. THIS PLAN REFLECTS THE MINIMUM ------ D ----------D - �r-- �� 90.5( IE= 89.5 REQUIRED EROSION CONTROL MEASURES. o it li Q� REMOVE EX. FUTURE I Y STRUCTURE FUEL I I z , N W CANOPY ,,. O O - I � a z I O „? �D.l,,.Q OOOOOO Oq0 1 INSTALL 12" STORM II O (BOO O O O O O 3 4"APPLE TREE O O O O O O O O O O I O; ,; .f DRAIN & CB'S #1,2 "1 1000 ,,- O O I o, O O O O O°� 0 0 0 C O O O -- O O �"� O O O C & 5 DURING ROUGH I ci ; I CPAD `/ ",: PHASE I J II I Ili` � ; ::......; HOUSE <,; OOOOOOOOOOOOOOOfl000000 00000000 00 GRADING PH G '� I I B43sq.ft. O O O O O OHO O O O O O 0000000000000 (REFER TO SHEET W I ' I¢; �4 �� O O O OOOfOOOOOO C2.1) I `I INTERCEPTOR SWALE I O O O O O O O O a O Ocri I. Z I 1I';"'"`-.. I S. 0.5% MIN. O O O O O O O O O O L.. Z l �.. W �'' IE: gp 0 E �.Q i� d3/ _ . € ¢ : WOOD FENCE O O W I l OOOOO C�ONST. ENTRANCE PER 6',0000000" �a m II t O O C:, O O O INTITAL SITE REMEDIATION O O O O <- y `n POWER POLE:. O O 3 O O (PERMIT GRA 05-0010) O O O O O O O O O IS' - F 1- DROP �„-,.,xi�„ i �`'P O Pu O R PROTECTION FdWgD 1/2" REBAR AN O. ,,., O O O O - - - PERPAUBURNODTL I rrs to29 -LAY° �N - FENCE - o o " 1 O O O O 0.38'S AND 0.04'E OF o--�- I BY PREVIOUS PERMI O O O O O I EROSION-04 (TV.) l --- Q Q O O "NO PARK" CALCULATED POSITION -- "Z°�• PER AUBURN DTL. OOOOOOO _ usI OOOOOOOO 4/04 -- o TRAFFIC SIGNAL POq-� �c `„ _ f _ - - -f� BUS n !� - - I ;" I 111Tfi LUMINAIRE� OSION-021TYIi �j,��' - - - - - .. ' 1 I - r_ r - ( n- - - - EDGE PAVING. r WHEELCHAIR `+' ti. O II R P I, EX. SIDEWALK 4fP BACK of CUR H/Pikf�P - - - - ON _ POORAMP if► B1NCT - - - - - - - - - - 3;N1lEELCMAlR. --- '�-�F-- �� ----- -� --• �----------------- _:.:::. . - ---- - -`'�' - -W. 3I--------- P------- __ P - - - - - - _ - _ off/P coNc. cuReivc -" - Vk - - - a�I,LR - - - OH P- - �- 1 : W 51MRf11 �ATCHBA _ ---- I : RA#IP ,mil � --,�- --f - - - l ��,� -off/P-- � --- on/P----------- -oH P-. / _ ._........ .......... _...... � - W- I P-----_-----7------ T---- /. ------ F PAVING - - ,1 _.. i .......,., .. .... ,... - - _ .. .......... EDGE ,p....... ... I RIM - 90.50 ' I I EDGE OF PAVING I.E. = 87.00, 12' PVC (SW) r`= I CALCULATED:POSbiI PER EDGE OF PAVING I �-a►- I RECORD OF SURVErC I STORM CATCHBASIN SLOPE INTO SITE ----_- D----______-_ ,D-__-_------- - D - D.,.. I NO. 20040315900EY4 RW.- 89.95 -- - - D -- D - - - - - iI.E.= 8E45, 12" PVC (S) ------ D----�-- -- 8 0- - - - - _ ----_ - - - - - - ` -� --�--- FOUND BRASS MONUMENT II I f I - I AT INTERSECTION OF I I / / 1 I - -+ 4 + 00 - 5 + 00 _ - - - "A" STREET AND 6TH8Vf I _ � - +�_ -� , , ..:::::.. � .. � .�� --� --'- 1 4/04 - I i \ - ' T L 2+ 00 I I STORM MANHOLE ao 0o I 1 1+00 o 1 r �,-� W____ W N 6TH STREET S.E. I I _ _ RIM = 90.99 STORM MANHOLE - - U ___ I.E. = 86.02, 12" PVC DUCTILE I S --------- S I � I� � RIM = 90.27 \ ) 1 I I S -- -_--- S - ____-----------�� S LE. = 80.12, 24'' DUCTILE STEEL � ) �� I LE. = 8637, 12" PVC N ____ 1 �.. I.E. 81.67, 24" DUCT) STEEL (SW) EDGE OF PAVING $ -- ..... _ _ .............. __ _. - _..... _ ------------- SOUTHWEST CORNER SECTION 18 I LE. = 81.47, 24" DUCTIL \STEEL (E) I S._--- S 1 ._, �. _ • t FOUND BRASS MONUMENT i...l. , I.E. = 86,27, 12" PVC (S) 1 CITY OF AUBURN BM 30-J -- 5 __-_ , 04/04 i I WHEELCHAIR GAG 1 IOTE IRAMP 1 ..., � THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES 15 i� J- SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH I I MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE I I ! AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. GRAPHIC SCALE 1 CALL 48 HOURS 20 0 10 20 40 80 BEFORE YOU DIG 1-800-424-5555 ( IN FEET ) 1 inch = 20 It. RECORD DRAWING CERTIFICATION PROJECT REF: FAC #05-0007 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY(�"'Qj-N--DATE 5010(. ENGINEERING DIVISION REQUIREMENTS. tP" CEb ' ft APPROVED BY: TITLE/POSITION: f.0�sT CN4'407- Cj CONFIRMED BY CITY: c DATE 6 J.dg DATE APPROVED: r lar.- EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions d ADDRESS CITY REVIEW, 5/23/05 �3 ADDRESS CITY REVIEW, 5/6/05 0 ADDRESS CITY REVIEW, 4/11/05 Q ADDRESS CITY REVIEW, 4/4/05 T ER&4 FORMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE tPF 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office@terroformadesigngroup.com L0 A'` DC o OQ� of WASy� �Z Q rnP 35646 z a SS��NAL 4 1EMREs 06/11/08 u-) FM X tu w z Cj) Z a . C4 site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET 8c 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED ROUGH GRADING AND EROSION CONTROLPLAN fl,'*' 4 03 Ar o V I man •I/- pGD/877 A PORTION OF THE SW 1 /4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA r 'OP WATER SEAL 8" OUTLET PIPE\ Qallow= 0.11 CFS 8"X8"X8 RUBBER CAP WIT DIA.= 1. 1 1 E F. 0 WNU. DHJt JLHD UIN INU UrWU1'4UYYAILR COMPACTED GRAVEL BASE OBSERVED TO EL=82.5 0 GRADING/EROSION DISCHARGE CONTROL STRUCTURE SCALE: N.T.S. 2 SITE SECTION I1 SCALE: 1"= 20' HORIZ., 1" = 5' VERT. 1 1 P] 3 SITE SECTION SCALE: 1"= 20' HORIZ., 1" = 5' VERT. 105 SEEDING: 100 THE FOLLOWING SEED MIXTURE SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE: PROPORTIONS BY PERCENT PERCENT NAME WEIGHT PURITY PURITY 95 REDTOP 10% 92 90 ANNUAL RYE 40% 98 90 CHEWING FESCUE 40% 97 80 90 WHITE DUTCH CLOVER 10% 96 90 W Z 105 100 95 M 85 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE `NAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWING CERTIFICATION PROJECT REF: FAC #05-0007 `/fox THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ' .ia. ENGINEERING DIVISION REQUIREMENTS. f"u p M'J Lam` 'f6 APPROVED BY: TITLE/POSITION: P!� JZLT C &tNEE CONFIRMED BY CITY -CV. DATE 4-eb DATE APPROVED: k-1 0 DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions A ® ADDRESS CITY REVIEW, 5/23/05 A3 ADDRESS CrfY REVIEW, 5/6/05 0 ADDRESS CITY REVIEW, 4/11/05 Q ADDRESS CITY REVIEW, 4/4/05 TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE PF 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office@terraformadesigngroup.com N. D eG, o OQ" of WASy,�C� Q �r 0 a z W a sS/0NAL �-EXPIRES 09/11/08 ,n X Uj Cc LIJ iw Cj) Z CII site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED EROSION ONTROL DETAILS AND NMS t4 12 ..ro A PORTION OF THE SW 1/4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA 4'. !,!V, STORM STRUCTURE / CLEANOUT SCHEDULE CB/CO TYPE RIM IE 1 TY. 2-48", SL 90.80 81.13 (12"N) 80.63 (EX 24"W) 80.63 (EX 24"E) 2 TY. 2-48", GR 90.30 87.00 (12"W) 83.91 (15"N) 83.91 (15"S) 3 TY. 1, GR 90.30 87.80 (12"E) 4 TRMT. VAULT 91.10 84.69 (12"N) SEE DTL. 3/C4.1 84.69 (12"S) 5 TY. 2-48", SL 90.50 85.00 (12"N) CNTRL. STRUCT. 85.00 (12"S) SEE DTL. 5/C4.1 6 OMITTED 7 TY. 1, GR 90,60 86.81 (6"SE) 86.14 (12"SW) 86.14 (12"NE) 8 TY. 1. GR 90.00 86.75 (10"W) 86.75 (8"S) 86.42 (12"NE) 9 TY. 1, GR 88.80 87.67 (6"S) 87.50 (10" E) 10 TY. 1 GR 90.45 87.38 (6"E) 87.22 (6" W ) 87.05 .(8" S ) 87.05 (8"N) 11 TY. 1, GR 90.45 87.48 (6"W) 87.31 (8"S) 87.31 (&' N) 12 TY. 1, GR 90.10 87.54 (8"N) 13 OMITTED 14 TY. 1. GR 90.50 86.43 (8"S) 86.43 (8"N) 15 TY. 1, GR 90.70 87.29 (6"W) 87.29 (4"W ) 86.96 (8" S ) 86.96 (8" N ) 16 TY. 1, GR 90.50 87.46 (8"W) ST46 (8"N) 17 TY. 1, GR 90.20 88.13 (6" N) 8T80 (8" E) 18 OMITTED 19 SDCO 90.72 87.74 (6--E) 20 SDCO 90.72 88.00 (6--E) 21 SDCO 91.95 88.20 (6"N) 22 SDCO 91.95 88.20 (6"N) 23 SDCO 91.95 88.30 (6"W) 24 SDCO 91.95 88.20 (6"E) 25 SDCO 91.95 89.05 (6"S) 26 SDCO 91.95 88.00 (6"SE) GR = GRATE, SL = SOLID LID (LOCKING). SOLID LIDS FOR TY. 2 MH'S SHALL BE ROUND. CLEANOUTS PER CITY SEWER-02 (LID MARKED "DRAIN") STORM PIPE SCHEDULE PIPE DIA / TYPE LENGTH (FT) SLOPE A 15" PVC, SDR35 11 25.3% B 12" PVC, SDR21 80 1.00% C 12" HDPE 160 0.40% D 12" HDPE 40 0.78% E OMITTED F 12" HDPE 6 1.00% G OMITTED H 12" PVC, SDR21 33 0.600/0 1 12" PVC, SDR21 57 0.50% J 10" DIP, CL50 115 0.65% K 8" PVC, SDR21 45 0.65% L 8" PVC, SDR21 40 0.65% M 8" PVC, SDR21 36 0.65% N OMITTED O 8" HDPE 33 3.52% P 8" HDPE 81 0.65% Q 8" PVC, SDR21 77 0.65% R 8" PVC, SDR21 53 0.65% S 6" PVC, SDR21 46 2.00% T 6" PVC, SDR35 22 4.14% U 6" PVC, SDR35 67 2.10% V 6" PVC. SDR35 20 6,60% W 6" PVC, SDR35 46 4.96% X 6" PVC, SDR35 3' 2% MIN. (FTG. DRAIN) Y 6" PVC, SDR21 52 1.00% Z 6" PVC, SDR21 52 1.00% HDPE SHALL BY ADS, N-12 IB WT, 13' LENGTH OR APPROVED EQUAL. PVC, SDR21 PIPE SHALL HAVE 18" MIN. COVER PVC, SDR35 PIPE SHALL HAVE 36" MIN. COVER PIPE LENGTHS REFLECT CENTER OF STRUCTURE TO CENTER OF STRUCTURE, U.N.O. RECORD DRAWING CERTIFICATION PROJECT REF: FAC #05-0007 (.[Iva�� THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S C TION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ENGINEERING DIVISION REQUIREMENTS. TITLE/POSITION: �NuP�- APPROVED BY: CONFIRMED BY CITY: DAT - 6 DATE APPROVED: 1®r.-IEPARTMENT U 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions Q aer owO Pw (rs 110/�4 ® ADDRESS CITY REVIEW, 5/2305 Q3 ADDRESS CITY REVIEW, 5/6/05 Q ADDRESS CITY REVIEW, 4/11/05 Al ADDRESS CITY REVIEW, 4/4/05 TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING & 1 LANDSCAPE ARCHITECTURE PF 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email off ice@terraformadesigngroup.corn p N. D EGLO Q O � Z H �J'I3646�F„ \ a SS/OIVAL E c9 � EXPIRES 06/11/06 Uj 0 U) M FM W W W FMz Cj) � Ills Z V� a N M �Lna site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED GRADING & DRAINAGE PLAN C2sl OF 9) 977 n-r A rr' Mnl IrC 4 0 � UTILITY VAULT EX. B'S b I -------- --S-T- ----- --. --_-< I rr SANITARY MANAOLE :5 i� I ' RIM = R0.77 I I r LE = 86.69, 788 CLAY (W,E,N) 90 0+00 3�\\C� �,\, WEST OF DRIVEWAY EX. 11111"S Lai 1 L I I 1+00 2+00 DL 1^ ---- 1.01' MIN_ VFRT_ CLEAR. AT 6TH STREET S.E. IMPROVEMENT - PROFILE SCALE: 1" = 20' HORN., 1" = 5' VERT. LEGEND - UTILITIE 8" W -11-1-1 /4' WATER SERVICE TO J.I.B. -1 2" GAS SERVICE. 'Cr Y COORD. SIZE & CONN. POINT WITH PUGET EB SOUND ENERGY T 2" WATER SERVICE O TO C-STORE BUILDING SHUT-OFF VALVE ❑ ; ASSY. AND SERVICE JUNG11ON REFER TO SHT. PS1.0 O ,�r 2" RED. PRESS. BACKFLOW ASSY. - - P - - -- P WITH HOT -BOX REFER TO SHT. PS1.0 T T GREASE INTERCEPTOR PER DTL. 4/C3.2 - - G - - G RIM= 91.15 SSMtt ft Ty.3•�tb" IE(IN)= 87.08 EE � IE(OUT)= 86.95 ( C Irt �� b M� RIM= 91.15 -0- -0- 12' ^' 6" PVC 1 E • �•. `t2- j.o jr i. S� j sd7�✓K.� SDR35 ®2.0% Ulric Kw. foxW - 2" WATER SERVICE Sew- Liyb (POLY SDR9 OR COPPER TY. K) I E'= 1`111V.t4 1.0"DqVA C Ar j �s (SEE)NATER NOTE 05) CONCRETE CONCRETE BLOCK WALL PROPERTY LINE R.O.W. CENTERLINE EASEMENT WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE TELEPHONE LINE GAS LINE TRANSFORMER UTILITY POLE STREET LIGHT 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA UTILITY NOTES WATER NOTES: " 1. REFER TO THE "GENERAL NOTES (CITY OF AUBURN)" ON SHEET C1.1 AND THE CURRENT CITY STANDARD DETAILS AND SPECIFICATION FOR WATER CONSTRUCTION. 2. WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52; 42-IN MIN. COVER. WATER SERVICE PIPE SHALL BE COPPER (TY. K) OR POLYETHYLENE (SDR 9); 24-IN MIN. COVER. 3. MINIMUM DISTANCE BETWEEN BETWEEN SEWER/STORM AND WATERLINE IS 10 FEET HORIZONTALLY AND 1 FOOT VERTICALLY. IF LESS THAN MINIMUM, SEWER PIPE SHALL BE DUCTILE IRON, CLASS 52 OR C900 PVC. 4. EX. WATER PRESSURE - 65 PSI. 5. BACKFLOW PREVENTION ASSEMBLIES SHALL MEET THE FOLLOWING REQUiREMNTS: A. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMLY WITH THE CITY'S TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. B. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. C. BACKFLOW PREBENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. D. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. E. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. SANITARY SEWER NOTES: _. W Ex.6"w-->QV ,1M1! ---'X-jW----W---- - r : 5+00 J TFpw SANITARY M HOLE 50' - 6" r •� LE. SDR35 a 1.0Xwrea E. = 84.37 18" CLAY (W,SE) O EX WS S ------ - s--------- S . 4 Tat Goy+~� MAC STYLE CB SEWER SADDLE 'e-- �� S�' v^S'�� 0' Ss^K +&f- URMAM OF E*- 804-44A IE(6")= 84 064.•1z Rllr'+ ="• r l�• ��6%' bE q# 004 GRAPHIC SCALE IE(18')= *03t %6•11- 1 f' <<20 0 10 20 40 (FIELD VERIFY PRIOR TO ANY CONST.) >1r' 9101F'O .S+UU SSMN * 1 I T.'v 3-446" 5"00,£ R � w► : gc,1 � l C ='dp,m lip`) tc : $b.11- CIS") 0.5' MIN. VERT. CLEAR AT SEWER/STORM CROSSING, CENTER 20' SECTION OF STORM AND SEWER PIPE (D.I., CL52 OR C900 PVC) AT CROSSING. PACK GAP ( IN FEET ) 1 inch = 20 ft. 95 90 85 80 1. REFER TO THE "GENERAL NOTES (CITY OF AUBURN)" ON SHEET C1.1 AND THE CURRENT CITY STANDARD DETAILS AND SPECIFICATION FOR SANITARY SEWER CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL SEWER CONNECTIONS PRIOR TO ANY CONSTRUCTION. REPORT TO ENGINEER OF FINDINGS. 3. PROVIDE DOWNTURNED ELBOW & 12" DOWNWARD EXTENSION AT SSCB'S #S1 & #S2. OTHER UTILITIES: COORDINATE WITH PUGET SOUND ENERGY FOR THE NEW SERVICE AND RELOCATIONS OF POWER AND GAS SERVICES. O WATER NOTES - 6TH STREET A STA 0+80.9, 5.0' RT ASSUMED EX. 8"x6" TEE (MJxFL) & 8" PLUG (MJ) REMOVE EX. 8" PLUG 8" SPOOL - 8" DIP, CL52 8" - 45-DEG BEND (MJ) CONIC. BLKG. B 350L - 8" DIP, CL52 C STA 1+06.6, 1&6' RT %V i-T 8" - 45-DEG BEND (MJ) CONIC. BLKG. D i58'' - 8" DIP, CL52 E STA �' 11�-T 2 +40, 13V L'T 8"x6" TEE (FLxFL) 8" ADAPTOR (FLxMJ) 8" GATE VALVE (FLxMJ) 6" GATE VALVE (FLxMJ) -f - 6" DIP, CL52 SPOOL FIRE HYD. #H2996 PER CITY DTL. WATER-07 CONC. BLKG. -t4 - 8" DIP, CL52 G 2" PRIVATE WATER SERVICE, REFER TO ON -SITE SHEET C2.2 H STA 3+-94.1, 18.6'-R f %+* C S 11b 1.T REMOVE ASSUMED 8" PLUG CONN. TO EX. 8" DIP L I.o` l L. S" %w ML'. SGti*/. C4@arj. RECORD DRAWING CERTIFICATION PROJECT REF: FAC #05-0007 (V�°��"1 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTR CTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE i a6 ENGINEERING DIVISION REQUIREMENTS. TITLE/POSITION: PMc,. /� APPROVED BY: M CONFIRMED BY CITY: DATE6� DATE APPROVED: �iIQ/ems lAr.-I �iIC�C�'('r�0�}1 EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions ® ADDRESS CITY REVIEW, 5/23/05 Q3 ADDRESS CITY REVIEW, 5/6/05 Q ADDRESS CITY REVIEW, 4/11/05 A ADDRESS CITY REVIEW, 4/4/05 TERRAFOR A DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 41PP 5212 37th Avenue SW Seattle WA 98126 phone 206.923,0590 fox 206.923.3507 ernail off ice@terraformadesign group. corn u7 O PP. D EcG o OQ- of WAs.9 o Q z LU sSs�N& � EWlREs 0er1/0e7. W X W 0 Cc cc ru Uj Ina Z n N =NJ L site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED UTILITY PLAN C2m2OF 9, 04DI 97 7 A PORTION OF THE SW 1 /4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA Aluminum swirl chamber INLET varies, See notes 8 & 9 A 7'-0- �A Bluno N seal " Concrete Typ OUTLET varies, See note 9 w.,, 3'-0- A ' .. ,.4 Sealant -j Flow Control Wall PLAN VIEW B - B 1. Stormwater Treatment System (SWTS) shall have: Peak treatment capacity. 1.6 cfs Sediment storage: 0.75 cu yd DESI(V Q = 1.40 cfs (max) Sediment chamber dia: 3.0' min 2. SWTS shall remove 80% of net annual TSS loading based on a 50 micron size particle Rim elevations to = {» = 91 15 match finished grade Risers by others . ... * . Concrete reinforced .. + ": `,;.:.:, ~ for HS20-44 loading FB ' INLET Invert = 84.69 (8"N) 3'-a- Weir �.. a Plate weir Butyl rubber sealantl } Hydro- 3'-0• ; Brake 3'-0- Typ Typ NOTES: 1. Stormwater Treatment System (SWTS) shall have: Peak treatment capacity. 1.6 cfs Sediment storage; 0.75 cu yd Sediment chamber dia: 3.0' min 2. SWTS shall be contained in one rectangular structure 3. SWTS shall remove 80% of net annual TSS loading based on a 50 micron size particle 4. SWTS shall retain floatables and trapped sediment up to and including peak treatment capacity SECTION A - A OUTLET Invert = 84.69 (8"S) Minimum 6" compacted gravel 5. SWTS inverts in and out shall be at the some elevation 6. SWTS shall not be compromised by effects of downstream tailwater 7. SWTS shall have no internal components that obstruct maintenance access 8. Inlet pipe must be perpendicular to the structure 9. Pipe orientation may vary; see site plan for size and location 10. Purchaser shall not be responsible for assembly of unit 11. Manhole frames and perforated covers supplied with system, not installed 12. Purchaser to prepare excavation and provide crane for off-loading & setting at time of delivery 13. Contact Vortechnics ® (207) 885-9630 for ordering information Vortechnics® STANDARD DETAIL T 200EnterpriseDrive STORMWATER TREATMENT SYSTEM Scarborough, ME04074 VORTECHS® MODEL 1000 U.S. PATENT No. 5,759,415 To/.: 207-885-9830 Fax:207-885-9825 VORTECHS TREATMENT VAULT SCALE: N.T.S. RIM = GRATE ELEV. R= 1 /2 PER PLAN r A.C. PAVING WHERE N PLAN PER IT ELEV. NOTED j (REFER O PLAN TO ARCH. r` TRENCH DRAIN 1 \-- BACKFILL WITH 6" MIN IE SLOPE= 0.7% MIN. GRANULAR FILL MIN. DEPTH = 6" TRENCH SECTION COMPACT TO 95% SPECIFICATION SUBGRADE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL NOS "DURA-SLOPE" COMPACT TO 95% TRENCH DRAIN OR APPROVED EQUAL. USE DS-231 GRATE (HS-20 RATED). INSTALL PER MANUFACTURER'S SPECIFICATIONS AND IN THE LOCATION AND LENGTH SPECIFIED ON THE PLAN. MINIMUM INVERT SLOPE = 0,77. TRENCH DRAIN SCALE: N.T.S. TRENCH DRAIN 11 ,,--END CAP 6" DIA. OUTLET -/ 6" DIA., 90 DEG. J PVC ELBOW 6" PVC, CONNECT TO CATCH BASIN TRENCH OUTLET NOTE: OVERFLOW VIA 'A' STREET DRIVEWAY. CB OVERTOPPING AT EL = 89.00 MAX. W.S. (100yr) = 88.93 Q100out= 0.63 CFS V MAX. W.S. (25yr) = 88.58 Q25out= 0.45 CFS V MAX. W.S. (10yr) = 88.41 Q10out= 0.31 CFS V MAX. W.S. (2yr) = 88.23 Q2out= 0.08 CFS V OUTLET PIPE IE= 85.00 (12"S) RESTRICTOR PLATE W/ ORIFICE AS SPECIFIED. DIA.= 1.4 IN. Q= 0.08 cfs 0 3.21' HI STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. RIM= 90.50 CB #5 - DETENTION CONTROL STRUCTURE SCALE: N.T.S. 42" HIGH BLACK, EX, 6' CHAINLINK FENCE VINYL -COATED CHAINLINK (WEST, NORTH SIDE) FENCE MOUNTED ON TOP OF WALL (EAST/SOUTH SIDE) J 10'-TY.3 a- LANDSCAPING SR-18 I MAX. W.S. (100YR)= 88.71 1 II lI I * POND BOTTOM SOIL SHALL HAVE "ULTRABLOCK" WALL r III- ADEQUATE FINES TO IMPEDE INFILTRATION TOP= 90.0_ 6I 1=1 I OF RUNOFF INTO THE GROUND. BOT= 84.0 III SOIL SHALL HAVE MINIMUM 20% SILT AND =III= CLAY; MAX. 60% SAND, MAX. 60% SILT, 6" PERF. HDPE -III--III-III-III-III-III--III= = NOMINAL GRAVEL AND COBBLE CONTENT. a, I_ - - - - - WRAP W/ FILTER FABRIC IE= 85.2 -I - BOTTOM OF POND III=III=III=1 DRAIN TO CB #5 *L= 85.0 - 86.5 SEE POND SOIL NOTE ROCK FOUNDATION PER ULTRABLOCK NO GROUNDWATER SPECIFICATIONS OBSERVED TO EL=82.50 0 (DATE: FEB. 2004) 3 SECTION - DETENTION POND C2.3 j SCALE: N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY QDATE lO e(v Oge j f1I TITLE/POSITION: e&4 jq yr tw&4fVV1%_ CONFIRMED BY CITY:/ DATE9 PROJECT REF: FAC ##05-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: fllym__ lo,c. EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION. revisions A ® ADDRESS CITY REVIEW, 5/23/05 A3 ADDRESS CITY REVIEW, 5/6/05 A2 ADDRESS CITY REVIEW, 4/11 /05 0 ADDRESS CITY REVIEW, 4/4/05 TERRA 0RMA DESIGN GlP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE PF 5212 37th Avenue SW Seattle WA 98126 phone 206.923,0590 fax 206.923.3507 email office@terraformadesigngroup.com 1.0 ¢ P. D FCG © OQ- of WAst,� O Z W .35648 � a ss701VAL D cat EXPIRES 06/11 jo u7 W O Cl) low Uj < W .i Fm = OC 11w Z Cc Z C L site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED CIVIL DETAILS C2m3OF 9, p6D/877 A PORTION OF THE SW 1 /4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA My 100 95 0101 WD We x TOP SECTION r' No. 660-ST 1,350 lbs. lt�-�- _i OUTLET PIPE kith SaBy 0 Tie By I 8' Din. Hole Olt Retainer Baffle 1 1/2' ➢Ia. Lift Hole 1 Each Side, 2 Sides Contractor to Plug (Grout) After Installation VAULT No, 660-SB 5,750 lbs. Grit/ Sludge J Retainer Weir No. 3030P, Galvanized Dlanond Plate Cover No. 1012P, Galvanized Dlanond Plate Cover 2 Places (4) 3/4' Dim. Lift IInnsjert I> 1 SITE SECTION C2.4 SCALE: 1"= 20' HORIZ., 1" = 5' VERT. A Clear Acres Opennigs 0 A ' 105 10 100 101 95 95 85 85 �1111111110_ Ef 0+00 1+00 2+00 13-1-uu 6'-0' 1-0' . 2'-0' 2'-0' 1'-0' _1 + + --4 Tirr ACCESS LID SHALL BE DESIGNED TO VENT VAPORS —NI 3030P Galvanized Diamond Plate Cover \-No. 1012P Gatvonlzed Dlanond Plate Cover 2 Places I ` Slot hor Baffle and Flow Diffuser Baffle PLAN VIEW Weir Plates Typical 3/4' Dim, Llft Insert Cover Not Shown, See Cover Plan 4 Places I COVER VIEW INLET PIPE Wlth Sampling Te 1 1/2' Dla. Lift Hole VALVE RISER TO HAVE By Others INLET PIPE I Each Side, 2 Sides OUTLET PIPE TRAFFIC LID, BRIGHTLY With SanpUng Tee Contractor To Plug (Grout) With Sampling Te 0 By Others After Installation By Others COLORED N� •�'��• OPTIONAL RISERS 6', 12' or 18' Helght Contractor to prov e y Risers as Necessar — - 8' Dle. Hole - T NIM ---mw DEZRUIK ECCENTRIC PLUG " al Retainer VALVE, CAST IRON BODY AND Baffle r )Ihh, b PLUG, 316 S/S BEARINGS, F How z o NICKEL SEAT, MECHANICAL Flow Diffuser o Baffl, JOINT ENDS, BUNA-N PLUG e X FACING, SEALED GEARBOX WITH 2" OP NUT FOR BURIED Grit/ Sludge 3 SERVICE Retainer Wei ��, UTILITY VAULT COMPANY, INC. e.: NOTE: THE VALVE KEY AND SIGN INDICATING �, � THE LOCATION AND PURPOSE OF THE VALVE �%. SHALL BE PROMINATELY DISPLAYED AT THE �. � '"'' �'''�`� "�� ''►``•`''` "� •"' '�'� NEARLY FUEL DISPENSER. A SIGN SHALL 4'-r 450 Gallon Capacity ALSO BE PROVIDED WITHIN THE ATTENDANT'S \� I'-M i•-r 1'-9' 1'-u• a STATION. SIGN SHALL INCLUDE THE (OR APPROVED EQUAL) SEETION AA FOLLOWING NOTE: "VALVE SHALL BE CLOSED UNDER -CANOPY DRAINAGE OIL / WAT ARATOR MAINTENANIN THE ENT OF A CE 0 THEUEL SPILL EPARATORRREQUIRED VAULLT." GRAPHIC SCALE 20 a 10 20 40 �0 2 SITE SECTION C2.4 SCALE: 1"= 20' HORIZ., 1" = 5' VERT. SCALE: N.T.S. ( IN FEET ) 1 inch = 20 ft. 1-0 Dim "A" _I m � E A 6 if Contractor To Core Drill Or Knockout Pipe Hole In Field Knockout O Typical •- A 1" Draft 1'-0$I — slot DETAIL 1 yEw Both Sides + Vent Pipes Locking Frame & Cover x `_ Adjust To Grade Optional Air &Gas Tight r- � �• RIM= 91.20 RIM= 91.15 RIM= 91.10 3 Places (2 Places On 577-GA) O VALVE RISER TO HAVE 1. Concrete: 28 Day Compressive Strength f'c = 4500 psi TRAFFIC LID, BRIGHTLY USE 4484-GA (1000=GA)2. Mesh: ASTM A-615 Grade 5 3. Mesh: ASTM A-185 Grade 65 ,hit 4. Design: ACI-318-02 Building Code r COLORED ASTM C-857 "Minimum Structural Design 71 1 1 13" VENT Loading For Underground Precast Concrete Design Criteria: Utility Structures' TO BLDG. 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 0 Inspection Tee 4NLET -- Typical Grout Both Sides Precast Divider Clear Access Opening 1 I Tee or ( - Elbow Dim "E" + Water Depth 1 p 1 �fl ^V Grout All Ar and Both Sides Length SECTION VIEW J Length Gallon Capacity 600 1000 1500 2000 2500 3000 4000 5000 6000 7000 UV Co. Model No. 577-GA A Mb4-GA 5106-GA 6C2-GA 612-GA - 712 GA 712-GA - 814 GA 818-GA 818-Gil Dim "A" 7'-0" " 9'-0" 11'-2" 12'-8" 12'-8" 13'-1" 13'-1° 15'-7" 19'-11; 19,-11" Dim "B" 4'-8" !4'-" 5'-0" 5'-8" 6'-8 6'-8 8-0 8-0 9'-7"9'-1"9'-11"Dim "C" 7'-0" 7'-2 7'-2 8'-0" 8-0 8'-7 8'-7" 10'-0 1/2" 10'-5" 10'-5" Dim�7" Depth Dim "E" 3'-3" " 4'-2 3' -1 4-3 3'-11" 4'-7 3'-9 1/2" 5-6 1/2" 4'-9" 5'-16'-8 4'-8" 6'-3" 7'-4" 6'-1" 7'-1" 5'-8" B'-0Water B'-7" ° — _ _ _ � — Uniform PlumbingCode - Appendix H PP 6 Fill w/ Clean Water Prior To Start -Up Of System )UTLET Number Of Meals Waste Flow Retention Storage _ Capacity 7. Contractor To Supply & Install All Piping & Sampling Tees IE= 86.95 Per Peak Hours x Rate x Time x Factor In Gallons 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer DEZRUIK ECCENTRIC PLUG VALVE, CAST IRON BODY AND SCALE: N.T.S. PLUG, 316 S/S BEARINGS, NICKEL SEAT, MECHANICAL JOINT ENDS, BUNA-N PLUG FACING, SEALED GEARBOX NTH 2" OP NUT FOR BURIED SERVICE 4 GREASE INTERCEPTOR IIII�.4 SCALE: N.T.S. Oldcastle Precast E'UTILITY NAULT'Division P.O. BOX 588, Auburn, Woshington 98071-0588 Phone: 253-839-3500 Fax: 253-735-4201 105 95 85 RECORD DRAWING CERTIFICATION PROJECT REF: FAC #05-0007 (0(sloe� THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ' 13640t- ENGINEERING DIVISION REQUIREMENTS. TITLE/POSITION: fr4k-uJE£� APPROVED BY: CONFIRMED BY CITY: DATE (�- DATE APPROVED: Ca kc. EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions 0 ® ADDRESS CITY REVIEW, 5/23/05 A3 ADDRESS CITY REVIEW, 5/1 Q ADDRESS CITY REVIEW, 4/11/05 Q ADDRESS CITY REVIEW, 4/4/05 TERRAFORNL4 DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE PF 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fox 206.923.3507 email off ice®terraformadesigngroup. Conn ua o P. DE-0 WASy/ ai O Z sLO X_ LPZ �mR_Es 08/17 /08 LO X Wi 40) INU W LLJ Z Ci Fill r V .I� site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6THI STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED CIVIL DETAILS & SECTIONS C2s4OF -1-11 04D/1977 A PORTION OF THE SW 1 /4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA I I 3 I I I ROCKERY EDWARD V R, 1 %r TAX #182105 I i j STORM CATCHBASI 11 1? RIM = 86.9: I COULD NOT4OPEN 1 1 "i STORM: CATCHBASIN LE. = 84,83.83, 8" RCP (M) I� %i STORM MANHOLE I / ' "Eff I a RPM= 87,55 r FULL OF WATER I a ;I o I o ---- p ----+ s a Q � - D - ,., _ . w.,rr•,,,,o►.�,nr„n, ...gin ,,,_,, 1 Cq 88.2± i.. 19 I y 3 T, ;I 3 I � ❑ s I ,I I II } I : LEGEND - ROADWAY I 3. I II EXISTING PROPOSED I 8 CONCRETE s I;' DRWY. CTR. 6l.66fl °p I I , i 0 STA �11+49.I i ,,!`% 5f 2 �dI II �y� _ _______ ___= CONCRETE BLOCK WALL I - y I ,� PROPERTY LINE II -J ?� R.O.W. CENTERLINE EASEMENT a i i o ' ` - 100 GRADING CONTOUR - --- D -- ----- Q - ~ SPOT ELEVATION i) 12" % -� STORM DRAIN Q I !!� I ■ STORM CB EX 311�w II z /W ® STORM MANHOLE y i �Z/ m t/Q lJ if ri ✓ 4.1 h ` J WLO of rr fi 00 , ............. ........ . . , , i •� II I•fkl �. LBn►rDrnc I -NEW 3. R.O.W. DEDICA j_ /i NEW R.O.w NrE 906 - - - - - Aa�t,. 9 y - - ®,. £> , DI. R.O.W LIE .` I - 1, V , .. „ , I 1 I1 C" s "! I 90.30 EX, I�A�: �e 3 m. _ - i %8t eMo ......... -- 90. --- �- F:...-. -- -- -- - P - --- 13fi - - _ _ _ ,, .W W W W -- --- - W �a.-- -- - -- - ----OH - ;: ;,ar-: ....: r ... ... H�A�N ,i�•�- CITY OF, AUBURN - - -- ---- a5x w tc- > 1iELOC � � ....,..... ,,. ,,....... ........,,,.,, ,,, r.rci,.irasrr.v:. .. ,.,,,,,,.,,,,,,,;;�-:-„ ,,,,,, jr RIM AD often i- 90.54 TAX �182405 9260 SEE PROFILE li 903017 _ ,ice ,- 37 1 STORM CATCHBASIN �-mr-a- _. ., " 1 a --� -iAf-�? 51 STA t+82 # 15 -_--# -- -- - - - - - - - - • 0 3 90.58 __-- - 3 I RIM, = 89.95 8 1 GUT EL 0 5 ------ --------- -- - - - - - - - - - - - _ = - - - - - � I.E. _: 8fi.45, 12° PVC (S) I � � �� , ... _-�� j4 �-� - -��-M T _ - - - - ___ - � - L_ Q I ------i------ -- y r---� -B----.--- o-- -- , .----' NEW STREET LIGHT x - J- , _ _ D 7 DRWY. CTR. (�► - 1 + , k . t 1 i'i SEE SHT. C3.2 �, ®STA 1 4 - - - ........... - - o II I / 0 STA 1+624 - �� - -� -- ......... . 1 - - �--- - -�- - - - ' 3 + 00 00+00 1T & SEAL PER t ^- 15 W� o t + I % `� .:. 1 + 00 . 2+ 00 I I 1 .. STORM MANHOLE ►�---W-�; w--------w-- 6TH STREET S.E. I , I t RIM=9o.99 I All' DTL. TRAFFIC-0 -- SomSj;e ZS• 3% _-�,. I.E. _ }MB.02 12" PVC ) 1 i TORM MANHOLE ' _ LE. - II&J2, 24' DUC STEEL (W) RIM - 90.27 ___ LE. = 86.37, 12° PVC\N) I -- - -- ; _ I E. = 80.12, 24" DXMILE STEEL (E) .E. = 81.67, 24" DUCTSTEEL (SW) S rS CE - 81.47, 24° DUCTSTEEL (E) I . ; 5,,, _---�< LE. = 86.27, 12' PVC (S) ,,..,--------------- 1u._......,.,....,_., S .__,..,.,,"„�,.•.�,,,;, ,.,,,,,,,. I - 3 r REFER TO SHEET C2.2 FOR WATER MAIN cv> & SIDESEWER CONSTRUCTION WITHIN ;� I. y 6TH STREET. oIf O ROADWAY NOTES F INEW 5SM14 GRAPHIC SCALE 1 REMOVE EX. CONIC. DRIVEWAY o " IX 20 0 10 20 40 so 2 REMOVE EX. CURB & SIDEWALK � 3 NEW C-CURB PER WSDOT STD. PLAN F-2a RELOCATE EX. CB TO rn � I ILIr,. *-•-It �, _ .} ,� 8L.a- BEGIN AT STA 10+40.0, END 0 STA 12+32.0 STA 0+54.6, 22.0 LT ao -cr 11 -� u 4 BEGIN NEW CURB & GUTTER - STA 10+60.3, 28.0 RT O = GRADE 0 R/W C/L RIM= 89.90 �' n �i w ter, w ( IN FEET ) U-) o rn o o ao LO LO -4-o to to g 1 inch = 20 ft. ' [ ] = GRADE 0 GUTTER � 13' IE= 86.50 00 -7 rn M + rn � Cn + rn r0 5 END NEW CURB &GUTTER -STA 11+79.4 2 . o ai - Co 0 0 6 0 0 CI EX. GRADE AT o 6 6 NEW 5' WIDE CONIC. SIDEWALK PER CITY DTL. TRAFFIC-23 a� EXTEND EX. 12" PVC 0' M M a' °' �' °' �' � ¢ `. �.,� ¢ R.O.W. C/L N 95 7 NEW 40'-WIDE CONIC. DRIVEWAY PER CITY DTL. 95 - - TRAFFIC-09, 45-DEG. FLARE. c o ?� G y 8 SAWCUT FULL -DEPTH AND SEAL PER CITY DTL. TRAFFIC-02 _t�M-A�• sC 9 SAWCUT & REMOVE ,PORTION OF EX. CONIC. SIDEWALK gJTT. GUTT. GUTT. GUTT. GUTT. �� %% �• 10 NEW CITY SIGNAL CABINET (6TH & 'A' ST.) & STREET LIGHTING w �• 0.:5� - X - 0 0.5X _ �0 0.5� 0 0.5% � ,0 1.2% - - x SERVICE BY CONTRACTOR (COORD. WITH CITY & PSE), _ - _ - _� - - - .� _ - - - _ _ _ _ - - - - - - :_._ - - - - - - - - - - - - _ - - - - - - r` - -'� =J. _i� �; - EX. SERVICE CABINET TO BE REMOVED AFTER NEW ASSEMBLY INSTALLED. 90 - - - - LI 80' 12"D PVC„ 90 11 CURB RADIUS = 12.0', CONN. TO EX. CURB SOKI l - 1 0 1.00% I I .I �ic.1d''w 12 CURB ANGLE POINT -STA 0+49.4, 23.0 LT _-� - .�.-:- I I ,_ �.,.�, _...�, _ -1^ 13 CURB ANGLE POINT - STA 3+35.9, 22.0 LT .-- _ EX. 6"S I . I EX. 18 S - - - - C - _ - - - - _ - - _ -r- -1-1- ---y-� ---- 14 -CURB ANGLE POINT A 31 7.8 � NEW f6w6fZ i7M"^1SFdR Q - ��. �.� .�. ter........._.. _..�. I �... '---__. ... _ _ .�r_ _. .- - - - E X - - _- - . . - _ __,-__�'_-_..---- '---_• - -- _._ ,1._ �R� " --� 15 NEW PLANTER REFER TO LANDSCAPE PLANS -� l- - - - - - - _ - - - - - - - - _ - - - - - - --18=s.. `Ex. 18 s rJ 16 NEW TRAFFIC ISLAND PORK -CHOP, SEE DTL. 3/�C3.2 85 V� C F _ - - .. ` - 7-1 r _ _` �' 8 17 Rf 6 UTILITY POLE (BY PSG€•} TftAoj5mO+J To ft fti0CW0ArK_ - ..... .. Ex. --------- I- -----X ---- ------ --- ---- --- - ----- L - D Y PER C► � Ex. 2a"� I 1 w Ex. 24"D 18 NEW 28' WIDE CONIC DRIVEWA CITY 4TL �- -- - TRAFFIC-09, 45-DEG FLARE. � 1-- - - - - - - - - - - - - - - - - Ex. 24"D I Ex. 24'b 19 NEW PLASTIC DELINEATOR POSTS ®STA 10+40, 10+88, 11+36, II - X 80 - - - - - - 11+84, 12+32 ---- -------- 80 N w u .,r.,ip_. >E_ . Vp+�t c..T 0+00 1 +00 2+00 3+00 4+O4 RECORD DRAWING CERTIFICATION PROJECT REF: FA� 105-0007 4 h/or7 STA 2+29.4, 22.0 LT CB JZ CB #1 TY. 1, GRATE STA 3+09.4, 22.0' LT STA 3+09.4, 9.6' LT THESE 6TH STREET S.E. IMPROVEMENT - PROFILE RIM= 90.30 TY" . 2-48", GRATE TY. 2-48 ,SOLID CONTRACTOR'S GCONOSTROUCITIO O RECORDS. THE THESE PLANS ARE APPROVED FOR IE= 87.80 (12"E) RIM= 90.30 - RND. LID CONFORMANCE WITH THE CITY OF AUBURN'S ,� IE= 87.00 (12"W) RIM= 90.8f I + ENGINEERING DIVI§,ON REQUIREMENTS. SCALE: 1 = 20 HORIZ., 1 = 5 VERT. IE= 83.91 (15"N) ( ) Pq BY DATE r ��%� t� IE= 81.13 15"N IE= 83.91 (15"S) IE= 80.63t (24"W) TITLE/POSITION: APPROVED BY: IE= 80.63t (24"E) �A CONFIRMED BY CITY: DATE Z-4 DATE APPROVED: 0 1Ar__1 EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID:' CONSTRUCTION: revisions A itf,: ao # 0&4, � d . ® ADDRESS CITY REVIEW, 5/23/05 A3 ADDRESS CITY REVIEW, 5/6/05 Q ADDRESS CITY REVIEW, 4/11/05 Al ADDRESS CITY REVIEW, 4/4/05 TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING & 41 LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email off iceWerraformadesign grou p.com LO 5! o N. D O OQ- Of WASH/ Z � aae4_e,�p 1.0 Of ss70NAL E EXPIRES 08/11/08 LO X W C0 ULI W Z z IM site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED ROADWAY IMPROVEMENT PLAN C3v1 OF 9) OeO197*7 VA EX. 86.9' R/W w w Cn Ir Of U w z 1 _ EX. 30.0' R/W 1�13.5' R/W DEDIC. CONSTRUCTION NOTES: _ 23.0' DA SAWCUT FULL -DEPTH & SEAL PER CITY DTL, TRAFFIC-02, 12" BEYOND GUTTER OR AS SHOWN 14' ON PLAN EX. EDGE- BO 2" CL. "B" ASPHALT, OVER -SLOPE VARIES SLOPE VARIES OF 4" CL. "E" ASPHALT, OVER --------- - _ ---_- --- ----------- -- PAVING. 8" GRAVEL BASE %� ASSUMES 5000 TRIPS DAY, CBR=6to10 J I A I ( / ) EX. ASPHALT B © CONCRETE CURB & GUTTER PER CITY ROAD DTL TRAFFIC-23. � O DO CONCRETE SIDEWALK PER CITY DTL. TRAFFIC-23 NEW 8" WATER MAIN CITY OF AUBURN TO ASSESS CONDITION OF EX. PAVING AFTER WATERMAIN INSTALLATION AND I 2% 3:1 MAX. I DECIDE WHETHER GRIND AND OVERLAY OF NORTH ' SECTION - 6TH STREET SE SIDE OF 6TH STREET IS REQUIRED. LL1 SCALE: 1" = 10' I �j T 1 �oaatr EDWARD V RAYMOND TAX #182105-9026 STA 12+ END C-( NEW PLA DELINEA' STA 10+ 11+36, 1 NEW C-CURE PER WSDOT F-2a (PLACE ON DOUBLE SOLI LANE STRIPE STA 10+40.0 BEGIN C-CUI EX. TRAFFIC SIGNAL WITH STREET LIGH CONSTRUCTION NOTES: q) SAWCUT FULL -DEPTH & SEAL PER CITY DTL. TRAFFIC-02, 12" BEYOND GUTTER. © 2" CL. "B" ASPHALT, OVER 4" CL. "E" ASPHALT, OVER 8" GRAVEL BASE NEW GUTTERLINE (ASSUMES 5000 TRIPS/DAY, CBR=6to10) GRADE SHALL MATCH w EX. GUTTERLINE GRADE © CONCRETE CURB & GUTTER PER CITY DTL. TRAFFIC-23. CIO Q p0 CONCRETE SIDEWALK PER CITY DTL. TRAFFIC-23 EX. 36.05' R/W C-CURB PER WSDOT STD. PLAN F-2a. _ 28.0' EX. 10.8' LANE EX. 10.0' LANE EX. 10.0' ANE 11.0' LANE 13.8' LANE 3.2' SLOPE EX. S/W VARIES 3% C-----__TL --------------- ----- -- ---- --------` - I E A EX. ASPHALT B ROAD 2 SECTION - 'A' STREET C3.2 SCALE: 1" = 10' A PORTION OF THE SW 1/4 OF SEC. 18, TWP. 21 N, RGE. 5 E, W.M., CITY OF AUBURN, KING COUNTY, WA ��- R= 1.35' �6=-�iIGH TRAFfi CURB & GUTTER PER WSDOT Ln STD. PLAN F-1 I _ NEW R/W LINE o _ EX. R/W LINE _ - w - - - 6.2' 0.5% 90.44 _1X -,,- GUTTER - REPLACE EX. R= 1.0' jg 10 C14 CURB & u+ R= 1.0' 8.05' _ SIDEWALK &2 2% -5.. MPX 90.42 90.46 D o CONCRETE ISLAND SLAB PLAN CTR. OF ISLAND AT STA 1+62.4 3 TRAFFIC ISLAND "PORK -CHOP" C3.2 SCALE: 1 " = 5' EDGE OF ROAD (23.0' FROM R/W CENTERLINE EDGE OF ROAD GUTTER 90.42 PROFILE It% Rn "f c> LviL& : GUTTER PER WSDOT STD. PLAN F-1 90.48 0.5% 90.46 A.r.- EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: 11 /15/04 P.M. DATE: PERMIT: BID: CONSTRUCTION: revisions © KecoRo Dom, I(3o�� ® ADDRESS CITY REVIEW, 5/23/05 A3 ADDRESS CITY REVIEW, 5/6/05 0 ADDRESS CITY REVIEW, 4/11/05 Al ADDRESS CITY REVIEW, 4/4/05 T ERRAF ORAIA DESIGN GROUP, INC. CIVIL ENGINEERING & 1 LANDSCAPE ARCHITECTURE PF 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email off iceiPterraformadesigngroup.com p P" D ecG O OQ' of WAS&� 4. O L h z W '�►srE� sS7�lVAL E EXPIRES 06/11/09 � X Uj O LU Uj X Z V Q c*r �Ln <C site information MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: CSM SCALE: AS NOTED ROAD CHANNELIZATION AND LIGHTING C302OF 9 /8?7 SITE PLAN NOTES OMENU BOARD, SEE DETAIL 14/SD2.1 AND SHEET ES1.0. O2 SPEAKER BOARD, SEE DETAIL 15/SD2.1 AND SHEET ES1.0. OSTANDARD MONUMENT SIGN CONDUIT AND WIRING BY ELECTRICAL CONTRACTOR. INSTALLATION AND HOOK-UP BY SIGN CONTRACTOR. SEE SHEET ES1.0. O4 DRIVE-THRU SIGN, SEE SHEET ES1.0. O5 ENTRY SIGN, SEE SHEET ES1.0. O'THANK YOU' AND 'DO NOT ENTER' SIGN, SEE SHEET ES1.0. OHEIGHT CLEARANCE POLE SIGN, (CLEARANCE HEIGHT TO BE 9'-0"). SEE DETAIL 9/SD2.1. OACCESSIBLE PARKING STALL SYMBOL SEE DETAIL 14/SD2.0 PARKING STALL STRIPING, AND ADJACENT ACCESS AISLE STRIPING IS TO BE PAINTED BLUE. OSACCESSIBLE PARKING SIGN, SEE DETAIL 15/SD2.0. 10 SLOPED WALK, SEE DETAIL 13/SD2.0. (NOT USED) 11 WINGED CURB RAMP, SEE DETAIL 17/SD2.0. 12 SYMBOL OF ACCESSIBILITY AT ENTRY DOOR, PROVIDE DECAL OF INTERNATIONAL SYMBOL OF ACCESSIBILITY PER A.D.A.A.G. REQUIREMENTS. OEXTEND PAVEMENT TO CONFORM TO CITY OF AUBURN'S HALF STREET REQUIREMENTS FOR ARTERIALS (23' FROM CENTERLINE OF ROAD). lit%*^*c4k. Cuz, CM, N,ai, LG &* R LOCALE -EXISTING Etfl&-Nft AS REQUIRED BY NEW DRIVEWAY ACCESS 47 RELOCATE EXISTING TELEPHONE PqA& AS REQ'D BY NEW PAVEMENT EXTENSION. SEE CIVIL DRAWINGS FOR NEW LOCATIONS (L4K#% .®*"O tor. c VA%.+ s nii r' OREMOVE EXISTING DRIVEWAY AND MATCH EXISTING SIDEWALK AND LANDSCAPING 49 TEMPORARY CONC CURB FOR FUTURE ACCESS O18" WIDE PAINT STRIPE OUTLINING PORK CHOP TRAFFIC DIVERTER aDETECTABLE WARNINGS MINIMUM 3'-0" DEPTH 4--- Sr 13 TRASH ENCLOSURE, SEE MIRRORED DETAIL 6/SD2.2. 14 PARKING LOT LIGHT STANDARD, SEE DETAIL 16/SD2.1 AND SHEET ES1.0. 15 CONCRETE PAVING, SEE 'PAVING SECTION THICKNESS' CHART ELSEWHERE ON THIS SHEET. SEAL ALL CONCRETE MATH "NON -PIGMENTED" CLEAR SEALER. 16 ASPHALT PAVING, SEE 'PAVING SECTION THICKNESS' CHART ELSEWHERE ON THIS SHEET. 17 CONCRETE CURB, SEE DETAIL 2/SD2.0. 17A NOT USED 18 CONCRETE CURB AND GUTTER, SEE DETAIL 6/SD2.0. 19 6' LONG PRECAST CONCRETE WHEEL STOP, SEE DETAIL 20/SD2.0. 19A NOT USED 20 CONCRETE CURB AND WALK, SEE DETAIL 3/SD2.0. 21 CONCRETE CURB AT DRIVE-THRU LANE, SEE DETAIL 4/SD2.0. 22 TAPERED CONCRETE CURB SEE DETAILI/SD2.0, TYP. 23 ISOLATION JOINT, SEE DETAIL 9/SD2.0. 24 4" WIDE PARKING STALL STRIPING, PAINTED WHITE PER CITY STANDARDS. 25 4" THICK CONCRETE SIDEWALK, WITH LIGHT BROOM FINISH, WIDTH AS NOTED ON PLAN. 26 CONCRETE APPROACH TO BE INSTALLED PER CITY STANDARDS. 27 EXISTING CONCRETE APPROACH TO BE REMOVED. 28 GREASE INTERCEPTER - SEE SHEET C-3 & PS1.0 29 EXISTING CONCRETE SIDEWALK. OTWO PAY TELEPHONES, SEE DETAILS 6/SD2.1 AND 7/SD2.1. SEE SHEET ES1.0. 31 BARRIER POST, SEE DETAIL 18/SD2.1. REFER TO FLOOR PLAN AND MENU BOARD FOR DIMENSIONAL LOCATIONS. 32 SCHEDULE 40 PVC SLEEVE, SEE IRRIGATION PLAN, SLEEVE TO BE TWICE THE DIAMETER OF IRRIGATION PIPING. 33 NOT USED 34 CONCRETE CURB AT DRIVE-THRU WINDOW, SEE DETAIL 13/S4.0. 35 CONCRETE CURB AT CONCRETE DRIVE, SEE DETAIL 19/SD2.0. NOT USED 37 DETECTOR LOOP AT PICK UP WINDOW, SEE DETAIL 10/SD2.1. ONOT USED 39 IN LINE CURB RAMP, SEE DETAIL 16/SD2.0. ONOT USED 41 NOT USED 42 ROOF DRAIN UNDER SIDEWALK, TIGHTLINE TO STORM DRAINAGE, SEE 5/SD2.0. OAIR AND WATER UNIT, SEE 11/SD2.2. CONCRETE CURB GENERAL CONDITIONS GENERAL CONTRACTOR SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC., AS INDICATED ON DRAWINGS, IS SHOWN WITHOUT KNOWLEDGE OF UNDERGROUND UTILITIES ON THIS PARTICULAR SITE. THE ARCHITECT AND OWNER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH, OR HAZARD. GENERAL NOTES 1. GENERAL CONTRACTOR SHALL PROVIDE, AS REQUESTED BY CONSTRUCTION MANAGER, 'COMING SOON' SIGNAGE, SEE DETAIL 8/SD2.1. 2. ALL SITE CONCRETE PAVING SHALL BE SPRAYED WITH A CURING COMPOUND AS SOON AS CONCRETE IS SET UP. BUILDING DATA JACK IN THE BOX # 8366 LOCATION: AUBURN, WA BUILDING SQUARE FOOTAGE: 4,890.19 SF SEATING CAPACITY:. 62 SQUARE FOOTAGE OF PROPERTY: 51,155 S.F. TYPE OF CONSTRUCTION: V-B ASSESSOR'S PARCEL NO.# 182105-9-184 BUILDING HEIGHT: 22'-2" PARKING REQUIREMENTS THE PARKING REQUIREMENTS FOR THIS PARCEL ARE AS FOLLOWS: MINI MART & SELF SERVICE STATION OR 2,167/200 = 10.83 11 SPACES 1/200 GROSS FLOOR AREA + PUMP SERVICE ISLANDS AREA, RESTAURANT SPACE= 1/100 GROSS FLOOR AREA OR 2,259/100 = 22.59 23 SPACES TOTAL PARKING REQUIRED: 34 SPACES ACCESSIBLE PARKING PROVIDED: 2 SPACES STANDARD PARKING PROVIDED: 33 SPACES TOTAL PARKING PROVIDED: 35 SPACES PAVING SECTION THICKNESS PAVEMENT THICKNESS THICKNESS THICKNESS AREA OF ASPHALT OF CLASS II OF CONCRETE PAVING AGGREGATE BASE PAVING VEHICLE PARKING MAIN AISLES DRIVE-THRU NE & TRAS ENCLOSURE SEE NOTE NOTE: 1. CONCRETE PAVING TO BE REINFORCED W/ 6x6 - WlOXW10 W.W.M. AT MID DEPTH, TYPICAL, UNLESS OTHERWISE NOTED. 2. SEE SOILS REPORT UNDER SEPARATE COVER FOR ADDITIONAL INFORMATION. 3. SEE FUEL AND CANOPY DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CONCRETE SLABS. ■ 1 POND ■ LIE -O,1 ■ C�13 C = 11 LEGAL DESCRIPTION BEGINNING AT A POINT NORTH 00'21'33" EAST, 416 FEET AND NORTH 89'23'19" EAST, 473.04 FEET FROM THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 00'36'41" WEST, 205.52 FEET; THENCE SOUTH 88'00'07" WEST, 469.92 FEET; THENCE SOUTH 00'20'31" WEST, 195.11 FEET; THENCE NORTH 89'23'19" EAST, 473.04 FEET TO THE POINT OF THE BEGINNING; EXCEPT THE WEST 15.00 FEET CONVEYED TO THE CITY OF AUBURN FOR "A" STREET SOUTHEAST BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 979195; EXCEPT THE SOUTH 30.00 FEET THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES BY DEED RECORDED UNDER KING COUNT RECORDING NO. 7210040498; AND ALSO EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF AUBURN FRO STREET PURPOSES BY DEEDS RECORDED UNDER THE RECORDING NO'S. 7210040499 AND 9402021604, RECORDS OF KING COUNTY, WASHINGTON SITE PLAN SCALE: 1" = 20' o 0 0 SS 0 NORTH No.3733.�,, .RED J�-IfECT ' JOMN "?�' '�`�OBI.I � STkiE OF 64 NINGTi 0 DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: OCT. 25, 2004 P.M.(JIB ONLY): PERMIT: NOV. 19, 2004 BID: CONSTRUCTION: r+�risions Q CITY COMMENTS 04/�/05 Q CITY COMMENTS 0449/05 A A A 0 0 MMONMWAL W'PiCI� 1550 140th AVE. N.E., SUITE 100 WASHINGTON BELLE`74� 4677F.(5) 7 404 (425 6-6836 RHL PROJECT NO.: 9075.60 Uj Uj Ir X O Im In to LLJ iw C0 t� site ation MK TYPE: 8ECBSQ62 JIB #: 8366 ADDRESS: A STREET & 6TH STREET AUBURN, WA DRAWN BY: SCALE: AS NOTED SITE PLAN P SD1 ■ PLANTING LEGEND SEE 'ACCEPTABLE SIZES' BOX NOTE T I I I I I I I I I I I I I I I i I I I I I I I ILO I ST 3mCCL&&Q66Gi`i 01,00,1_4 097"Am -f °�i '" 1 1016 •, W . - . I 0 -REDWOOD HEADER, TYP. 5' W W I I PROPERTY LINE ST 1 COPPER MESH ROOT BARRIER TO BE 20' LONG X 4' DEEP (4' WIDE MESH) AT THIS LOCATION Q I I TO PROTECT (E) SEWER LINE. ' I • I I o I I I 110 0 C) I , no I 0 0 PUMP ISLANDS 0 0 0 I LA EA3 I 30'-0" O.C. I ++ I ++ 5 ■ + I ® v r MONUMENT SIGN tf 30'-0" ©.C. I , I ST ST ST 6THSTREETST I I I 5A I ANNUALS IN PLANTERS �1 p% icki el, s Jl + + + ++ + PROPERTY LINE a P S7 T ST SEE 'TREE PLANTING ON SLOPE' AND 'JUTE NETTING' DETAILS, SHEET L3, FOR SLOPES 3:1 OR GREATER �,\ DETENTION PON ECOLOGY BLOCK WALL 6' H T 15' ACCESS ROAD DETENTION POND ++++ TYPE 3 5' LANDSCAPE LL ROOT BARRIER PROPERTY LINE CONTIGUOUS TO INSIDE OF PLANTER (TYP.) ■ BLDG. SIGNS ■ ■ MK8ECB-SQ62 BLDG. SIGNS ASLj M� PAP 0 L-14 42" DEDICATED R.O.W. 5' Of • . OH bRA�s 30'-0" O.C. ST ST ST ST ACCEPTABLE PLANT SUM, VAFETES AND CONDf lON8 AT IV E OF PLANT140 N SIZES: HEIGHT X SPREAD SIZES: HEIGHT X SPREAD CALIPER LANDSCAPE PLANTING PLAN �7 SHRUBS: TREES: 1 GALLON 18" X 12" 15 GALLON 8'-11' X -- 7/8"-1" SCALE: 1 " = 16' 5 GALLON 316" X 30" 24" BOX 10'-14' X -- 1-1/2"-2" DECIDUOUS 4'-6' X -- 1-1 /2"-2" v EVERGREEN 4'-6' X -- 1-1/2"-2" PLANTS SHALL BE HEALTHLY WITHOUT PESTS OR DISEASE AND SHALL NOT BE OVERGROWN; SHOW KINKED OR CIRCLING ROOTS; HAVE DAMAGED OR TWISTED TRUNKS; SHOW A PRESENCE OF HEAVILY MATTED OR WOODY PERIPHERAL ROOTS; OR BE SO RECENTLY CANNED THAT THE ROOT SYSTEM IS STATE OF NOT THOROUGHLY; DEVELOPED THROUGHOUT THE CAN. WASHINGTON TREES USED IN PLANTER FINGERS OF PARKING LOTS OR AS STREET SHADE TREES SHALL HAVE A REGISTERED LANDSCAPE ARCHITEC HIGH BRANCHING BY GROWTH OR PRUNING TO A 4' CLEAR HEIGHT. THE CONTRACTOR IS TO BE CAREFUL IN ORDERING PLANTS WHICH ARE AVAILABLE IN BOTH GROUND�� COVER, SHRUB OR STANDARD FORMS AND IS TO PLACE THE PLANT ORDER PER THE LEGEND GROUPING DESIGNATION; HEIGHT FOR THE MATURE PLANT AND OTHER LEGEND NOTES OR VARIETY NAME. MAISHA RUTH CERTIFICATE NO. 789 NORTH ST R: \CLIENT\-LAND\LEGENDS\0295LO1 G TIMEDATE `UK COMMS`t QTY. HQGHT BOTANICAL NAME NAME 10= ON TREES 15 GAL. 3 20CHAMAECYPARIS OBTUSA SLENDER HINOKI 'GRACILhS' CYPRESS 9330 BALBOA AVENUE 15 GAL. 3 25' ARBUTUS UNEDO - SAN DIEriO, CA 92123 CERGS CANADENSIS CHINESE 01 � Inc. 15 GAL. 5 12' 'AVMALE' REDBUD These drawings and specifications 15 GAL. 9 15-20' ACER GINNALA AMUR are the property of Jack in the Box Inc' 'FLAME' MAPLE and shall not t>e copied or reproduced without its previous written consent: 15 GAL. 5 50' ACER RUBRUM RED 'FRANKS RED' MAPLE 15 GAL. 23 75' SEQUOIA SEMPERVIRENS COAST SOQUEL' REDWOOD data SHRUBS - SHRUBS TO BE SPACED 4' O.C. RELEASE: NOV. 15, 2004 O 5 GAL. 66 4' ABELIA GLOSSY FRANCIS MASON' ABELIA P.M.(A ONLY): 5 GAL. 59 6' ABEuA GLOSSY PERMIT: GRAMIDIFLORA' ABELIA TYP. r . LANDSCAPE CONI��TF�l1CTMON NOTES O 5 GAL. 48 4' BERBERIS X G�LADIMYNNENSIS BARBERRY BID' 'WILLIAM PENN' MAHONIA AQUAFOLIUM OREGON CONSTRUCTION: 5 GAL. 21 3' 'COMPACTA' GRAPE 1. ALL MATERIALS AND EQUIPMENT SHALL BE PROVIDED AND INSTALLED AS ievWms PITTO ' SHOWN IN THE DETAILS (SHEET L3) AND AS DESCRIBED IN THE ® 5 GAL. 96 30" 'CREAM POTOBIRA DWARF MOCK E M 'CREAM DE MINT' ORANGE SPECIFICATIONS (SHEET L4), EXCEPT AS NOTED OTHERWISE 2. ALL PLANTING AREAS, EXCEPT LAWNS AND ANNUAL FLOWER BEDS, SHALL O THUJA OCCIDENTALIS � 5 GAL. 4 15' 'EMERALD' ARBORVITAE BE TOP DRESSED WITH A 2" (MIN") DEEP LAYER OF 1/2"-1" Q WESTERN FIR BARK OR EQUAL. ANNUAL FLOWER BEDS SHALL BE VIBURNUM TINUS MULCHED WITH A 1" LAYER OF NITROLIZED REDWOOD SAWDUST, ■ 5 GAL. 18 12' 'ROBUSTUM' LARUSTINUS 3. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR DESCRIPTIONS OF ELEMENTS NOT INDENTIFIED ON THIS PLAN. O 5 GAL. 42 30" SPI'RAEA X BUMALDA _ Q GOLD FLAME' 4. OBSERVE THE FOLLOWING MINIMUM SETBACK DISTANCES FOR PLANTING : RHAMNUS CALIFORNICA COFFEE Q BETWEEN STREET TREES = 30 FT. 0 5 GAL. 72 6' 'EVE CASE' BERRY DRIVEWAY CUTS AND FIRE HYDRANTS = 7 FT. 1 GAL. 5 30" HERMEROCALLIS HYBIRIDS UTILITY BOXES, MANHOLE AND OTHER UTILITY VAULTS, = 5 FT. �� RED, EVERGREEN, DWARF TELEPHONE AND OTHER UTILITY POLES, GAS AND WATER METER, GROUNDCOVERS / MASS PLANTINGS AND MAINS MR FLATS. 329 ANNUALS - 5. ALL SURFACE AND SUB -SURFACE SWALES, DRAINAGE STRUCTURES AND g"-12" 12"-18' saw PATTERNS SHALL BE MAINTAINED. S.F. SEE SEASONAL SCHEDULE 6. A LICENSED LANDSCAPE MAINTENANCE CONTRACTOR WILL BE RETAINED TO ;+;+;+;+;+ 1 GAL. 371 HEUCHERA MICRANTHA CORAL ARCHTY 7 a WISMMM PERFORM ROUTINE MAINTENANCE DUTIES. ++++++.+.+ 24" O.C. S.F. 24 'PALACE PURPLE' BELLS ENVIRONWffAL SKIMCE 7. LOCATIONS AND QUANTITIES OF EXISTING LANDSCAPE MATERIALS ARE 1 GAL. 321 1550 140th AVE. N.E., SUITE 100 APPROXIMATE. 24" O.C. S.F. 18" GERANIUM 'JOHNSON'S BLUE' CRANESBILL BE 41JE WIASHiNGTON 98005-4516 (4 ' 74i-4677 F.(425) 746-6836 8. CONTRACTOR TO CONFIRM EXISTING PAVED AREAS BEING CONVERTED INTO 1 GAL 189 EVERGREEN RHL PROJECT NO.: 9075.60 PLANTING BEDS AND NEW PLANTER BEDS SURROUNDED BY PAVEMENT OR2" IBERIS SEMPERVIRENS 18" O.C. S.F.SFCANDYTUFT STRUCTURES SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 12". GRAVEL AND COMPACTED SOIL ARE TO BE REMOVED. SOIL SHALL BE 1 GAL 1846 COTONEASTER DAMMERI BEARBERRY DISCARDED OFF -SITE. UNIFORMLY FILL PLANTERS TO WITHIN 1-1/2" OF 36" O.C. S.F. 6 'CORAL BEAUTY' TOP OF CURB. COMPACT TO 85%. REPLACE AND CONDITION SOL PER ` SOILS TEST. SOD 770S. - TURF F. 9. PLANTER SOIL SHALL BE AMENDED AS DESCRIBED BY A LABORATORY SOIL ANALYSIS: SITE FEATURES - TYPICAL A. CONTRACTOR SHALL OBTAIN A SOIL TEST IN ORDER TO CONFIRM Uj SOIL CONDITIONING AND AMENDMENTS. SOIL SAMPLES SHALL BE g BOULDERS - PER DETAIL COLLECTED AFTER GRADING OPERATIONS AND PRIOR TO THE INSTALLATION OF LANDSCAPE MATERIALS. CONTRACTOR SHALL Uj CHOOSE 4 PLACES ON SITE, DIG 12" DOWN, MIX 4 SAMPLES IN A �,�/ L F REDWOOD HEADERROARD BUCKET, AND SEND APPRAISAL. CONTRACTOR SHALL FOLLOW LABS RECOMMENDED AMENDMENT AND FERTILIZE SCHEDULE. B. A COPY OF THE HORTICULTURAL FERTILITY ANALYSIS TEST RESULTS """----------- 1254 ROOT BARRIER: INSTALL AT TREES PLANTED 4' OR LESS SHALL BE FORWARDED TO THE RHL LANDSCAPE DEPARTMENT. _................ _ L.F. FROM CURBS, BUILDINGS, OR PAVEMENT. HOWARD WIRE low CONTRACTOR SHALL INSTALL SOIL AMENDMENTS, AS RECOMMENDED CLOTH COMPANY, HAYWARD, CA. (510)887-8787. OR BETTER, TO CORRECT FOR PROBLEMS NOTED BY THE SOIL U) REPORT. O 6 36" PLANTER° TUB (BY OWNER) C. CONTRACTOR TO PROVIDE LABELS AND P.O.'S OF PROOICTS USED - X TO OWNER'S REPRESENTATIVE, 10. THE CONTRACTOR IS REQUIRED TO PROVIDE THE QUANTITY OF MATERIALS TOTAL LANDSCAPED AREA: 10,175 SF. 0 SHOWN ON THE PLAN DRAWING. QUANTITIES IN THE LEGEND ARE MERELY im A GUIDE. QUANTITIES SHOWN ON THE DRAWING TAKE PRECEDENCE OVER QUANTITIES LISTED IN THE LEGENDS. 11. B FINAL CERTIFICATION HI THE LANDSCAPE R TO CONTACT T REQUIRED SEASONAL ANNUAL COLOR SCHEDULE Q BY THE LANDSCAPE ARCHITECT, CONTRACTOR TO CONTACT RHL 48 HOURS PRIOR TO COMPLETION OF INSTALLATION WORK TO ARRANGE FOR THE REQUIRED SITE REVIEW AS PART OF THIS CERTIFICATION. 12. NOT USED. �• 13. NOT USED. AALl THRU NOV. DEC. 71-M FM IiAB_ TNRL1 11AY. JUN_ THRLJ AUG. � in14. SLOPES: JUTE NETTING TO BE USED ON ALL SLOPES 3:1 OR GREATER AT FINAL GRADING. SEE JUTE NETTING DETAIL ON SHEET L3. SEE CIVIL PANSIES POINSETTIA' DIANTHUS IMPATIENS SHEETS FOR SITE GRADING DESIGN, ICELAND POPPY PANSIES DAHLIAS DUSTY MILLER Ul Z 15. IF SHOWN, 36"4 PLANTER TUB (SUPPLIED BY OWNER) TO BE PREPARED, CINERARIA VIOLA VINCA ROSEA SNAP DRAGONS BACKFILLED, AND PLANTED PER LEGEND AND CIRCULAR BEGONIAS BEGONIAS BEGONIAS CHRYSANTHEMUM r PLANTER/IRRIGATION DETAIL. LOBELIA LOBULARIA LIMONIUM SALVIA SPLENDENS 16. SOIL CONDITIONING TAGETES CALENDULA ESCHSCHOLZIA VERBENA (MINIMUM FOR BIDDING - SEE SOILS TESTING CONSTRUCTION NOTE 9) A. GENERAL: AFTER SOIL PREPARATION HAS BEEN COMPLETED, ADD SOIL AMENDMENTS AND FERTILIZERS AS INDICATED BELOW AND ROTOTILL, Co to MAKING REPEATED PASSES WITH THE CULTIVATOR TO THE DEPTH SPECIFIED UNTIL THE AMENDMENTS HAVE BEEN THOROUGHLY MIXED. B. ALL PLANTED AREAS: ROTOTILL THE FOLLOWING INTO THE TOP 6 INCHES OF SOIL AT THE SPECIFIED RATES PER 1,000 SQUARE FEET OF AREA: 5 CUBIC YARDS NITROLIZED REDWOOD SAWDUST 20 LBS. OF 16-8-8 CONTROLLED RELEASE FERTILIZER. C. TREE AND SHRUB PLANTING HOLES: sfie information 1. PLANTING HOLES: A. LOCATE PLANTING HOLES PER PLANTING PLANS BRINGING ANY CONFLICT WITH UNDERGROUND UTILITY LINES TO THE ATTENTION OF MK TYPE: 8ECBSQ62 THE OWNER'S REPRESENTATIVE. B. EXCAVATE HOLES TO THE SIZES AND DEPTHS MDICATED ON THE DRAWINGS. JiB #' 8366 C. DISPOSE OF LEFTOVER EXCAVATED SOIL OFF THE SITE. ADDRESS: D. SCARIFY THE SIDES AND BOTTOM OF THE HOLES, AND THE PLANT ROOTBALLS. LlAA COPPER MEW FIC= 2. BACKFILLING: BAFIFIER 9PEC19ED• QQ lQE 6TH STREET & A STREET RECORD DRAWING CERTIFICATION A. BACKFILL THE PLANTING HOLES WITH THE SPECIAL BACKFILL MIX PLASTIC BOX B. HEREIN SPECIFIED. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S B. WATER -SETTLE BACKFILL THOROUGHLY OR COMPACT BY OTHER CONSTRUCTION RECORDS APPROVED METHOD PRIOR TO PLANTING SO PLANTS DO NOT SETTLE. 3. SPECIAL BACKFILL MIX FOR PLANTING HOLES: DRAWN BY: BY DATE A. MATERIALS: I. 30 PERCENT NATIVE SOIL. II. 30 PERCENT TOPSOIL. SCALE: AS NOTED TITLE/POSITION: III. 40 PERCENT NITROLIZED REDWOOD SAWDUST. CONFIRMED BY CITY:_ DATE `� B. MIXING: PREPARE THE MIX IN STOCKPILES ON SITE; DO NOT MIX AT �/ Ap�a�S EACH INDIVIDUAL PLANTING HOLE. C1' ' REOUIME �' FAC05-007 II. MIX THOROUGHLY, LEAVING NO LAYERS OF SOIL AMENDMENTS LMMAPE, PROJECT REF: OR CLODS THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM 4. FERTILIZER TABLETS: PLACE TABLETS IN THE BACKFILLED PLANTING LANDSCAPING REQUIREMENTS HOLES PER THE MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE: C3 ZONE 01 1 GALLON - 1 TABLET 15 GALLON - 4 TABLETS 6TH & A STREET APPROVED B 5 GALLON - 2 TABLETS 24" BOXES - 6 TABLETS 36" BOXES - 8 TABLETS 9 DECIDUOUS 75% K> DATE APPR �� d 5. SEE 2.3 - L4 FOR LANDSCAPE FILL REQUIREMENTS. 3 EVERGREEN 25% ; 17. SHRUBS TO BE SPACED 4' O.C. 8 TOTAL 7%. I I I I I I I I I I I I I I I I I I I I I I I O F' W W W I I r► I Cf I I I I ROCKERY I 0 I I I o � S I o• L I — o J r r 8 L� -- I 1 o I i� HAND WATER TUBS, TYPICAL i 1 PUMP ISLANDS o ® o I I !M OXEI 'l 6 -� `�--------=` -----' -i---------i ---- L T 0 -r�-- - o ° 0 0 0 S 611 6TH STREET L-------- 7--- -----J I I MA"MODEL AC�d� NEW IRRIGATM SYMBOL DESCRIPTION 1. ALL MATERIALS AND EQUIPMENT SHALL BE PROVIDED AND INSTALLED AS SHOWN IN THE DETAILS (SHEET L3) AND AS DESCRIBED IN THE SPECIFICATIONS (SHEET L4), EXCEPT AS NOTED OTHERWISE. 0 6" POP-UP SPRINKLER SEE VALVE 2. ALL IRRIGATION EQUIPMENT TO BE PLACED IN PLANTERS IF POSSIBLE. LOCATE CONTROL VALVES SCHEDULE IN EASILY ACCESSIBLE AREAS OF SHRUB BEDS. 4" POP-UP SPRINKLER ---__ 3. ADJUST SPRAY HEADS SO THAT NO WATER IS SPRAYED ON SIGN FACES, BUILDINGS, PAVEMENTS,. 0 --0 . o •�-.______ 4. ETC.. . USE PRESSURE COMPENSATING SCREENS TO REDUCE RADIUS OF RAY HEADS AND ELIMINATE Q AUTOMATIC RAIN SHUT OFF ° RAINBIRD RAINCHECK .. 0 -- ARSPRAY WHERE IT OCCURS. SEE VALVE • • 5. USE IN -HEAD CHECK VALVES TO PREVENT LOW -HEAD DRAINAGE WHERE IT OCCURS. O 4" POP-UP BUBBLER SCHEDULE © DOUBLE CHECK 1" DCVA 6. CARE TO BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS AND THEIR ROOTS. NO MECHANICAL TRENCHING BENEATH DRIPLINES. DO NOT CUT ROOTS LARGER THAN 1-1/2" IN DIAMETER. VALVE ASSY SEE CIVIL SHTS P.O.C. DETENTION POND POINT OF CONNECTION ECOLOGY BLOCK WALL 15' ACCESS ROAD 7. PIPE SLEEVES IN COMMON TRENCH WHERE POSSIBLE (SEE SHEET P-1 AND E-1). 6 H T • 8. REPLACEMENT SPRINKLERS, BUBBLERS, ETC. TO MATCH EXISTING IN DISCHARGE/ APPLICATION RATES. 0 QUICK COUPLER VALVE W/ LOCKING COVER & 2 KEYS, 2 SWIVEL CHAMPION 2PQCV-075VL 9. THE CONTRACTOR IS REQUIRED TO PROVIDE THE MATERIALS SHOWN ON THE PLAN DRAWING. HOSE ELLS S S L QUANTITIES IN THE LEGEND ARE MERELY A GUIDE. QUANTITIES SHOWN ON THE DRAWING TAKE PRECEDENCE OVER QUANTITIES LISTED IN THE LEGENDS. 100% HEAD TO HEAD ® REMOTE CONTROL VALVE IRRITROL S COVERAGE IS REQUIRED. CONTRACTOR TO ADD ADDITIONAL HEADS AS NEEDED AT NO EXTRA SEE VALVE SCHEDULE 700 SERIES j� Lr 1 AUTOMATIC CONTROLLER I-18-PL MC-18-PLUS • • • • • • S R CHARGE. S L 10. P.R.V. TO BE INSTALLED IF PRESSURE EXCEEDS 80 P.S.I. TRASH 11. EXACT LOCATION AND POWER SUPPLY FOR CONTROLLER TO BE DETERMINED ON SITE _ — _ 1 1/2" P.V.C. SCHEDULE 40 MAINLINE S BY FIELD ENGINEER. -__-,. 1...___ � P.V.C. SCHEDULE 40 SLEEVE, 2X LINE SIZE, BY GENERAL CONTRACTOR EXCEPT YiR#ERE S ' 12. RUN CONTROL WIRES IN CONDUIT THROUGH BUILDING FROM CONTROLLER TO NEAREST • PLANTER. KEYNOTED S p L 13. PLANTER TUBS AR'E TO BE HANG WATERED. TUB WATERING TANK INSERT PER CIRCULAR P.V.C. CLASS 200 LATERAL, SIZE PER CHART I PLANTER DETAIL. OR SCHEDULE 315 LATERAL p�, PVC LATERAL SIZING CHART 14. LOCATE COPPER STUB -OUT AT AIR/WATER ISLAND AND CONNECT TO IRRIGATION MAINLINE G7 WITH 1/2" SCHEDULE 40 PVC, S 15. INSTALLATION OF BACKFLOW SHALL MEET THE FOLLOWING REQUIREMENTS: A. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S LATERAL MAIN" GPM TM TECHNICAL MEMO "INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES". B. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. S12E 100' MAX LENGTH LATERAL C. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE 3/4" 0-10 GPM DEPARMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 1" 11-16 GPM D. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTfIED 1-1/4" 17-26 GPM BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION 1-1/2" 27-35 GPM CONTROL SPECIALIST. E. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE 2" 36-55 GPM _ SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. 0 MKBECB—SQ6 2 J Q L--- S I S PROVIDE SLEEVE THRU WALL FOR CONTROL WIRES J 5 I Q WE - - - - - - - - - - - - - - - - - - &I* N LANDSCAPE IRRIGATION PLAN' .\ e SCALE: s NMrH pF \\C� REMARKS p� Q=QUARTERi11t11r1■N7 H=HALF F=FULL R=RIGHT CORNER 9330 BALBOA AVENUE L=LEFT CORNER S=SIDE STRIP SAN DIEGO, CA 92123 0 N the Im. INSTALL PER MFR I [[mix RECOMMENDATIONS These dt®wings and specifications FLUSH WITH are the property of Jock in the Box Inc GRADE and shoU not, be copied or rWroduced without its previous written consent. PER LOCAL CODES SEE CIVIL SHTS AT NEW 1" DCVA dates FLUSH WITH GRADE RELEASE: NOV. 15, 2004 IN INDIVIDUAL P.M.(J1B ONLY): VALVE BOX PERMIT: WALL MOUNT BID: 18" COVERAGE CONSTRUCTION: 24" COVERAGE W/ 6" SAND BED r • °s PER SIZING CHART 0 A A 0 A D cow t . ENGINMNG J WATER SOURCEDATA AND SYSTEM REWIREM SEE LEGEND FOR LATERAL MATERIAL 1550 140th AVE. N.E., SUITE 100 S VALVE SCHEDULE 255 V7 W F.(4 44 -6 36 WATER SOUS IdAVL' 19990928.154044 RHL PROJECT NO.: 9075.60 P.O.C. NUMBER: 1 METER SIZE: 1 AVAILABLE G.P.M.: UNKOWN HEAD TYPE M VALVE VALVE ( " DCVA SE CIVIL SHEETS (N) 1" METER SEE CIVIL SHEETS 65 NO. SIZE GPM ClRCUiT TYPE (HUNTER SPRAY NOZZLE WALT WOJAK PRESSURE VERIFIED BY: AVAILABLE STATIC P.S.I.: ARC IS ADJUSTABLE PRESSURE READING TAKEN AT: F.H. AT CORNER 1 1-1SPRAY / 2" 13 SHRUBS AND GROUND COVER 7HUNTER j TERSSRESO RS515 LS515 SS530 SPRAY SYSTEM CALCULATION: 2 1-1/2" 20 SHRUBS AND ZA SERIES S TER RAY GROUND COVER RS515 LS515 SS530 SPRAY WATER METER -2.2 P.S.I. 3 SHRUBS AND HUNTER SRS-06 7A, 1 OA, 12A SERIES SPRAY -8 P.S.I. 1-1 /2" 19.6 GROUND COVER RS515, LS515 SS530 SPRAY BACKFLOW PREVENTER HUNTER SRS-06 -•65 P.S.I. 4 1-1/2" 19.2 SHRUBS AND 7A SERIES SPRAY ELEVATION CHANGE GROUND COVER RS515, LS515, SS530 SPRAY 5 2 1-1 " / 24 TREE BUBBLERS HUNTER SRS-04 PCN-25 POP UP BUBBLER PRESSURE REDUCER -0 P.S.I. MAIN LINE PIPE -5•4 P.S.I. HUNTER SRS-06 6 3/4" 11 ANNUALS 7A SERIES SPRAY -2 P.S.I. SS530 SPRAY SHRUBS AND HUNTER SRS-06 CONTROL VALVE LATERAL LINE PIPE -4 P.S.I. 7 1-1/2" 21 GROUND COVER SPRAY S 530 RAY RS515 7LS5 5SERIES HUNTER SRS-06 NOMINAL LOSSES -0 P.S.1. 8 1-1/2" 9 SHRUBS AND GROUND COVER 12A SERIES SPRAY RS515, LS515, SS530 SPRAY OTHER -0 P.S.I. 9 1-1/2' 19.8 SHRUBS AND HUNTER SRS-06 RS515, LS515, SS530 SPRAY GROUND COVER TOTAL FRICTION LOSS 22.25 P.S.I. 10 1-1/2" 19.5 SHRUBS AND HUNTER SRS-06 12A SERIES SPRAY 25 GROUND COVER RS515, LS515, SS530 SPRAY REQUIRED PRESSURE AT HEAD P.S.I. HUNTER SRS-04 (TOTAL FRICTION LOSS)+(REQ'D. P.S.I. AT HEAD) 47.25 P.S.I. 11 1" . 132 SOD RS515, LS515, SS530 SPRAY HUNTER SRS-06 5� CUSHION 2.36 P.S.1. 12 1-1 /2" 18.6 SHRUBS AND 10A SERIES SPRAY 113-18 - - SPARE - SYSTEM REQUIREMENTS: 'SO P.S.I. MMGATION SYSTEM HAS BEEN DESM BASED ON THE AVAILABILITY OF 24 G.P.M. AT 25 PM. AT THE HEAD (MK CONTRACTOR SHALL VERFY IN WRITING THAT THESE REQUFSNXIS ARE MET PRIOR TO CMIENCIING WORK. ANY DISCREPANCY BET*M THE DEIGN REWFEMTS AND ACTUAL CONDITIt 6 SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNEkS REPRESENTATIVE AND THE PROJECT LANDSCAPE ARCHITECT. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHIT CT DRAM BY: SCALE: AS NOTED LANDSCAPE IRRIGATION PLAN I AW1111011 • L2 m M,AI_ SHA RUTH trot CERTIFICATE NO. 789 FITTINGS, TYP, NOTES: QUICK COUPLER VALVE W/ 1. CONTROL WIRES TO BE #14 AWG DIRECT BURIAL LOCKING CAP BACKFLOW PREVENTER STAPLE AT 30 CM O.C. 2. WIRE RUNS TO BE CONTINUOUS, NO IN -LINE SPLICING FINISH GRADE ML STAKING - SEE DETAIL 11 3, ALL WIRE SPLICES TO BE WITH "PEN -TITS" WATER- \ LINE SIZE BALL VALVES 6" ANCHOR TRENCH PROOF CONNECTORS, AND OCCUR ONLY IN VALVE BOXES \ VALVE BOX CARBON -BROOKS 910 0 AT TOP OF SLOPE CLEAN BACKFILL SOIL, Y/ /\ EQUAL AMENDED PER SPECIFICATIONS /\ \ , 1 C.F. PEA GRAVEL BACKFILL AND NOTE: COMPACTED TO 90% \ / \% \ / #4 REBAR STAKE W/(2) CLAMPS 1ffiqRrr COMPACT PRODUCT AVALABLE FROM FINISH GRADE / 24" LENGTH MINIMUM HOWARD 10E CLOTH GALVANIZED NIPPLE U �, 9330 BALBOA AVENUE COMPANY, HAYWARD, CA. // \ i o g SAN DIEGO, CA 92123 (910j687-8787. INTERMITANT PRESSURE GALVANIZED ELLS cr 0 UNION CURLEX EROSION - CONTROL BLANKET Z SNAKE FROM ESIDE ATO SIDE PVC \ \ \ \\ \-------W' \\ 12" GALVANIZED NIPPLE a FINISH GRADE OR EQUAL Z tt IN TRENCH LAP UPPER STRIP 6" OVER `,' PVC MAINLINE LOWER STRIP AND STAPLE CONCRETE PAVEMENT/CURB CONSTANT PRESSURE MAINLINE ao (SCH 40 PVC) SNAKE IN A $ These drawings and specifications are the property of in #'� Inc TRENCH PVC TEE m � TO SITE and shall not be copied or reprodoced AT 12' ON CENTER ON _ _ -' without its previous written consent. STARTER ROW - THEN USE III=III III" SUBGRADE 24" O.C. SPACING WITH 8" _ _ 1'x1'x1' CONC. THRUST BLOCK' STAPLE . \ \ COPPER MESH BARRIERFOR \\/ ROOT - EXTENDS 10' EITHER SIDE WALL OF TRENCH 3" GALVANIZED NIPPLE SERVICE EATER THAN 2" BALL //\//� OF TRUNK. SEE SPECS ` --` CONTROL WIRES, RUN ALONG, GALVANIZED ELL IEL TRICAL FITTING dates -III III=III /, /\//� _ ___ __ ______ BACKFILL MIX AND PLANT BUT NOT ATTACHED TO i 3" GALVANIZED NIPPLE (TYP)CFOR DISSIMILAR METALS MAINLINE. BUNDLE AND TAPE /� TABLETS AT 10 INTERVALS. PROVIDE I r_ NOTES: RELEASE: NOV. 15, 2004 /N/i. 12" TO 18" COIL AT > 90' 6" MIN CHANGES IN DIRECTION i I 1. PIPING MATERIAL &THRUST l9L0GMC REt)tREINTS SHALL BE AS SPECIFIED BY LOCAL CODE. P.M.(JIB ONLY): FOR AU ' �71110 4! OF 2" BED OF SAND, WATER i _--_- -_ J.• VALVE BOX 2• SEE DETAIL 7 FOR ENCLOSURE PERMIT: PA SETTLED �----------- FOR ALL SLOPES 3:1 c�R GREATER. P 'E COCK C OUIDLER IN VALVE BOX 1 BACKFLOW PREVENTER BID: 1$ ` E N SEE ALL - AS APPLIES 1OR 1� ROOT BARRIER � (R£Dt10ED PRESSURE TYPE) CONSTRUCTION: No SCALE DTLS\GEN\02SITEWK\900LNDSC\0290032G NO SCALE DTLS\GEN\02SITEWK\950PLNTS\0295008G NO SCALE DTLS\GEN\02SITEWK\8101RRIG\0281039G 19981104.130923 NO 'SCALE DTLS\GEN\02SITEWK\8101RRIG\0281026G 20010418.114604 NO SCALE 1:1 DTLS\02SITEWK\640VALVE\0264005G NOTES: 1. COIL 18" SLACK, EACH WIRE, DRIPLINE FIELDSTONE BOULDERS - OR EQUAL CONCRETE OR IN VALVE BOX NOTES: (AS AVAILABLE LOCALLY) 2. SPLICE WIRES ONLY IN PLANT SO THAT TOP OF SET SO NO SIDES OVERHANG. AC PAVING SIZES: 40% - 24" MIN. �+ _ VALVE BOX WALL MOUNTED PER ROOTBALL IS 1" ABOVE 3. USE WATER -PROOF VALVE BOX CHRIEQ FINISH GRADE 60% - 36" MIN. WIRE CONNECTORS FL30/FL30D OR EQUAL STAKE JUST BELOW FIRST FOR ALL WIRE SPLICES. MANUFACTURER'S n BRANCHES OR AS NECESSARY CLEAN BACKFILL-SEE SPEC'S FOR ELECTRIC VALVE © RECOMMENDATIONS MULCH (PER PLAN) \\ \\� 4. SET VALVE BOXES ON _ FOR FIRM SUPPORT MATERIAL, 90% COMPACTION BRICKS, (3) FOR ROUND o FOR TREES ONLY: '_ _ ' MIN REQUIRED \ \� z BOXES, (4) FOR RECT. FINISH GRADE I (2)2"X2"X10' LODGEPOLE _ -_ _ 3 NOTE: PRESSURE MAINLINE SLEEVE \ +I JUNCTION BOX & GROUNDED 120, PINE STAKES TO GO 30" =I 1 , = I Ii I I I - " III =III=III-1 1= I 1 SEE PLANTING PLAN FOR CONTROL WIRE SLEEVE \ / \\\\\\\\ \\\\\\� ' VAC ELECTRICAL SERVICE WITH INTO SOLID EARTH -III BOULDER LOCATIONS. \ \\ c� �(�//�///�/ / / / PVC ADAPTER/UNION-- DISCONNECT BY OTHERS 0 (2)RUBBER TREE TIES W/ / �_ (2)EACH 6d SCAFFOLD NAILS 14 ..DER d1 1►� \' PVC SCH 40 NIPPLE ELECTRICAL CONDUIT FORM 5" BASIN L�CfI rL.l�i NON -PRESSURE LATERAL LINE, SIZE AS NEEDED 11 SNAKE PIPE IN TRENCH \ �_ PVC ELL m MULCH TO BE CLEARED (3" NO SCALE / (NNW DIM MIN.) FROM ROOT CROWN FINISH FLOOR 12" OF CLEAN SAND, �`+ 1 CUBIC FT. DRAIN ROCK ARCHITECTURE • ENGIN G -JF _ _ ROOTBALL PAVEMENT, WALL, CURB, CENTER OF INDIVIDUAL PLANT SETTLE WITH WATER m FERTILIZER TABLET 21 GRM BUILDING, ETC. (AS OCCURS) \ /� �/ TAPE CONTROL WIRES ENVIMMENt`AL = M I _ 0 10' O.C. TO BOTTOM 3' BACKFILL MIX x NOTES: 6"TYPICAL CONTROL WIRES TO 1550 140th SHI N.E., SUdT� 1 OF MAINLINE BELLEVUE, WASHINGTE'�V -4516 NATIVE COMPACTED SOIL CONTROLLER RUN WIRES 425 746-4677 F.(425) 746-6836 o • • • . 1. ALL SLEEVES TO BE SCH. 40 PVC. ALONG MAINLINE WHERE ( ) ,nT_ NOTES 2. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING AND 2X ROOTBALL 1. X = SPACING DIMENSION SEAL WITH DUCT TAPE AT BOTH ENDS, PRIOR TO BACKFILLING. POSSIBLE NOTE: OPERATING INSTRUCTIONS AND 90i5.60 f LISTED IN PLANTING 3. ALL SLEEVES TO BE TWICE DIAMETER OF PRESSURE SCHEDULE (IF AVAILABLE) TO BE RHL PROJECT NO.: • • • PLAN LEGEND. SUPPLY LINE OR LATERAL LINE. PVC SCH 40 MAINLINE POSTED INSIDE DOOR OF BOX. 2. PLANTS TO BE ARRANGED 4. ALL WIRE CONNECTIONS SHALL BE MADE WITH EPDXY -FILLED, FOR ROOT BARRIER SEE DETAIL 12 X X IN EQUALATERAL WATER -PROOF, "DRI-SPLICE" CONNECTORS. SPLICES TO BE IN PVC CLASS 200 LATERAL FOR JUTE NETTING SEE DETAIL 20 TRIANGULAR PATTERN. VALVE BOXES ONLY. NO IN -LINE SPLICES. 19 PLANTM ON SLOPE Fait ALL SLOPES 3:1 U40UND COVER PLANT SPACING 10 PIPE SLEEV�VG (BELOW PAVING) 6 ELECT�C VALVE ASSEMBLY 2 WALL MOUNTED CONTROLLER OR GREATER. AS APPLIES 15 1'- NO DTLS\GEN\02SITEWK\950PLNTS\02950015G NO SCALE DTLS\GEN\02SITEWK\950PLNTS\0295013G N0 SCALE DTLS\GEN\02SITEWK\810IRRIG\0281038G 19981103.142447 NO SCALE DTLS\GEN\02SITEWK\8101RRIG\0281011G 19930901.134150 NO SCALE DTLS\GEN\02SITEWK\8101RRIG\0281001G 19930905.175935 Uj NOZZLE, PER PLAN NOTE: FINISH GRADE PRIOR TO INSTALLATION OF SOD. 1 2' ABOVE FINISH GRADE �_� VALVE BOX Uj CONTROL JOINTS / ® 20'-0' O.C. MAX. TOP OF PERIMETER CURB �-a POP-UP SPRINKLER 'CARBON -BROOKS 910' WIND DIRECTION SMOOTH, TROWELED FINISH WATER BASIN - 3'0 X4" DEEP FINISH GRADE I I BODY OR EQUAL REMOVE AFTER THOROUGH 2° � TOOLED EDGES, PLANTER PIT SATURATION I I HEADER CURB, OR FINISH GRADE 1 /4" RADIUS \ SET PLANT 2" ABOVE FINISH FINISH GRADE OF SHRUB GRADE TO ALLOW FOR /� / �j\�, SD X 4" WATER BASIN. (a DREEU) SSIN PRIOR TO TOP SETTLEMENT OF SOIL REMOVE AFTER SATURATION. \//�\ ? \//\// /A WONDER TREE TIE` / 2" DEEP MULCH IN SHRUB X SPRING LOADED /,�/ #3 BAR CONTINUOUS. AREAS GATE VALVE (1) TREE STAKE 2"0 X 8'-PRESSURE CO1b�TE DOWELL INTO PERIMETER FINISH GRADE SCH.40 PVC TxT 90' ELL IMM TREATED HARDWOOD o �\ I \ SCH.40 PVC NIPPLES 2" MULCH REDWOOD ��\�� \�`\%/ SCH. 40 PVC 90' STREET ELL ( 6" LONG) FINISH GRADE (PRIOR TO /\�\� ROOT i FERTILIZER TABS SET GRADE.AN'T 1' ABOVE FINISH ROLLING SOD) j\�j�\�j� BALL % ✓✓� �/ 21 GRAM, 20-10-5 LATERALAN LINE, PIPSEE CLASS 08 2X4 CON. HRT. REDWOOD ��/��/ \��\�� 1 TAB - 1 GALLON AND MINIMUM BURIAL W (1) 21 GRAM 20-10-5 (FOR STRAIGHT SECTION'S) �\��\ � � ��\��\�/ 2 TABS- 5 GALLONS DEPTH FERTILIZER TAB \�\�\�\�\�\ \�\�\i 4 TABS - 15 GALLONS - PVC MAINLINE LAWN AREA OR (4) 1 /4"X4" REDWOOD \� \� \� \� \� \�/\�/\� \ ///�j//��/ FINISH GRADE BENDER BOARD (FOR CURVED �j��/��/��/��/��/�//�//�/�/� � BACKFILL MIX - \//\// NOTES:- SHRUB AREA SECTIONS) STAGGER SPLICES. SCH. 40 PVC 90' STREET ELL 1 C.F. PEA GRAVEL \ \ \ \ \ \ 1" 1/3 AMENDED SOIL & ROOT /\/\/\/ 1. REMOVE NURSERY STAKES. FINISH GRADE (BELOW MULCH) 2/3 EXISTING SOIL SCH. 40 PVC SXSXT TEE w BALL/�\�/\\�/�\� 2, p0 NOT SET STAKES TO /� /� /� N THOROUGHLY MIXED NOTE: \\� RUB AGAINST BARK OR /�/�/�/ \� 1. LOCATE HEAD 2" fCVP WALKS, CURB, MWON ZW 1/\\//�\\� BRANCHES OF TREE. j�\��\��\��\� \��\� AMENDED TOPSOIL PLANT PIT - 2 TIMES STRIP, HEADER BOARD, OR EDGE OF L \ / / / / \ THE DIAMETER OF THE /\ 3. SCARIFY SIDES. LOOSEN /\/ \/ \/ \/ / / / / � 1 "x2"x12" REDWOOD STAKE ROOT BALL. SCARIFY SIDES. 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM j✓/'//\//rJ/\ ROOTBALL. �\/\\ \\ \ / WITH 2 GALV. NAILS. LOOSEN ROOTBALL FROM ALL ALL STRUCTURES, AND SPRAY HEADS 12" BACKFILL MIX PER SOILS TEST 0R �� /��\j� SPACE STAKES 4' TO 5' O.C. 3. USE TEFLON STRUCTURES. ON ALL MALE THREADS. 2X ROOT BALL 90% NATIVE SOIL TO 10" AMENDED i, \� \� DOUBLE -STAKE AT SPLICES. S01L. a• 4* AND 6" POP-UP SPIIKLER/BUBBLER CATE VALVE EN TREE PLANTING AND STAKING MOWSTFF/ I-EADE ARD 11 SHRUB/ OVER PLANT�VG % � 2O , 16 NO SCALE DTLS\GEN\02SITEWK\8101RRIG\0281037G 20011030.091327 NO SCALE DTLS\GEN\Q2SITEWK\8101RRIG\0281013G 19990813.104119 � -� N0 SCALE NO SCALE NO SCALE Q ND DIRECTION NAIL OF STAPLE _ 32" WIRE TIES PRE FABRICATED STEEL CAGE ANNUALS PER SEASONAL COLOR (FOREST GREEN OR BLACK) SCHEDULE. �\ AS MANUFACTURED BY Site information LE MEUR WELDING CO. SIZE TREE AND MODEL NUMBER AS BACKFILL TO 2" FROM TOP OF POT DETAIL APPROPR#ATE FOR SPECIFIED NTH PLANTER MIX. RUBBER HOSE BACKFLOW PREVENTER. MK TYPE: 8ECBSQ62 WITH WORE INSIDE PLANT TABS (12-8-8) SD X 4" WATER BASIN. 4" CONCRETE REINFORCED W/ PER MFR'S RATE JIB 8366 REMOVE AFTER SATURATION. W.W.F. 4"X4" W 1.4 X W 1. 4, WONDER TREE TIES' OVER SUBGRADE. ENCASE THREADED GALVANIZED JARDINIER CL24 WATERING ADDRESS: SPRING LOADED .. RISERS FOR BACKFLOW TANK INSERT (2) TREE STAKES 2"0 X 10' PREVENTER AND VERIFY (949)723-2888. 6TH STREET & A' STREET PRESSURE TREATED HARDWOOD RISER SPACING TO 0 6" VARIES 6" ENSURE CAGE WILL OPEN AND 32" 0 X 22" HGT WHITE FIBERGLASS 2" MULCH III I ILI II I II I II I I I I I- II I I -I •' SET PLANT 1" ABOVE FINISH AS NEEDED CLOSE. (NO FITTINGS TO BE i TUB. MODEL # DWPLKIV (W/INSERT RT ENCASED). I I-1 I I=1 I { --• � - &MATCHING BASIN). AVAILABLE GRADE. -� FROM DCI MARKETING 3/8" GALVANIZED U-BOLTS, (414) 536-8354 DRAWN BY: WIDTH VARIES FOR ALL FINGER PLANTERS OR (1) 21 GRAM 20-10-5 NUTS AND WASHER (ALLIGNED AS INDICATED ON PLANS FERTILIZER TAB WITH CAGE HASP) FOR LOCKIN FINISH GRADE PROVIDE BRASS PADLOCK (AS FINISH GRADE /' SCALE: AS NOTED NOTES: APPROVED BY OWNER'S REP.) -- \\/\\/\\ \\/\�\\� WITH KEYS (TAGGED FOR ID) \ \�/\� \� \� \ \ _ j//\//\ ROOT //\//\//\// 1. REMOVE NURSERY STAKES. - - a _ - - TO OWNER. /BALLIF OVER 3/4" CALIPER - TY■LANDSCAPE /\�\\�\\�\\/\ j//\//\/\//\ 2. DO NOT SET STAKES TO T� _ III- I-1 MIRAFI LANDSCAPE FABRIC NOTE:- \\/\\/\\ \/\\/\\/\\i RUB AGAINST BARK OR 1=1 I 1=1 -I I -III -III- I L=1 TO LINE BOTTOM OF CONSTRUCTION PROVIDE CROWN AT \/\/\ /\/\/\/ BRANCHES OF TREE. 1� I=�_= I I-III-III-�' -� 1=III-III-III-III" PLANTER AND TOP OF \ \ \ \ \ \ \ / / GRAVEL \ \ \ \ \ \ \ CENTERLINE OF PLANTER. 3. SCARIFY SIDES. LOOSEN I I"` II-1I-11' FINISH GRADE STATE OF SLOPE AT 3 % TO CURB. \\/\\/\\/\\ /\\/\\/\\ /\\/\\/\\/\\/ R OOTB ALL. C FI ///� /.� //.�///.� .�/�///.�//.�/ 25% SAND WASHINGTON DETAILS PROVIDE POSITIVE DRAINAGE 2" OF 3/4" WASHED Al• . BACKFILL MIX PER SOILS TEST OR 25% NITROLIZED SAWDUST REGISTERED AWAY FROM BUILDING 90% NATIVE SOIL TO 10" AMENDED 50% TOPSOIL DRAINROCK AND WALLS AT 3 %. 2X ROOT BALL NOTE: CONTRACTOR TO PROVIDE WEATHERMATIC ALL-WEATHER COVER OR EQUAL *, ANDSCA E A HIT CT SOIL. • FINGER ISLAND PLANTER SECTION TREE PLANTING / STAKING $ BACKFLOW PREVENTER ENCLOSURE CIRCULAR PLANTER/IIGATION DETAIL 17 12 MAISHA RUTH 6+Z' L3wO NO SCALE DTLS\GEN\02SITEWK\900LNDSC\0290004G NO SCALE DTLS\GEN\02SITEWK\950PLNTS\0295004G 20010604.123831 NO SCALE DTLS\GEN\02SITEWK\521PADS\0252113G 20001025.081720 NO SCALE DTLS\GEN\02SITEWK\90OLNDSC\0290045G CERTIFICATE NO. 789 061) 1 OP NJ i } 1 3 If 9 1.1 DESCRIPTION OF WORK A. FURNISH ALL LABOR, EQUIPMENT AND MATERIALS FOR THE PROPER INSTALLATION OF PLANTS, LAWN, AND ASSOCIATED FEATURES. B. NOTES ON L1 PROCEED THESE STANDARD SPECIFICATIONS. C. EXISTING PLANT MATERIAL PROTECTION 1. PROTECT FROM DAMAGE ALL PLANT MATERIALS TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION WORK. A. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL UNAUTHORIZED CUTTING, DESTROYING, AND DAMAGING OF EXISTING TREES, SHRUBS AND GROUND COVERS, INCLUDING DAMAGE DUE TO CARELESS OPERATION OF EQUIPMENT OR SHUTDOWN OF EXISTING IRRIGATION. B. SIGNS, WIRES, OR ANY OTHER TYPE OF CONSTRUCTION SHALL NOT BE ATTACHED TO TREES. C. TRENCHING UNDER THE DRIP LINE OF (E) TREES IS TO BE AVOIDED; IF TRENCHING IS NECESSARY, TRENCHES ARE TO BE HAND -DUG, AND MAJOR ROOTS SHALL BE RETAINED INTACT. CERTIFIED ARBORIST TO BE CONSULTED BEFORE ANY WORK IS DONE. PART 2 - MATERIALS 2.1 PLANTS A. QUANTITIES: PROVIDE THE NUMBER OF PLANT MATERIALS REQUIRED TO COMPLETE THE WORK. B. ALL SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT. C. QUALITY: 1, PLANTS SHALL CONFORM WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS ANSI 260.1 2. PLANTS SHALL BE SYMMETRICAL AND TYPICAL FOR VARIETY AND SPECIES. 3, PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, AND FREE FROM PLANT DISEASE AND INSECT PESTS OR THEIR EGGS. 4. ALL TREES AND SHRUBS SHALL BE CONTAINER GROWN OR ESTABLISHED "BOXED -OUT", FIELD - GROWN MATERIAL, UNLESS OTHERWISE SPECIFIED. 5. CONTAINER STOCK SHALL BE GROWN FOR AT LEAST EIGHT MONTHS, IN CONTAINERS IN WHICH DELIVERED, BUT SHALL NOT BE ROOT BOUND. DO NOT USE CONTAINER PLANTS WITH CRACKED OR BROKEN BALLS OF EARTH. 6, DO NOT PRUNE PLANTS PRIOR TO DELIVERY, EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. 7. PROTECT PLANTS IN TRANSIT AND AFTER DELIVERY TO THE PROJECT SITE. PLANTS WITH BROKEN BRANCHES OR INJURED TRUNKS WILL BE REJECTED. REMOVE REJECTED MATERIAL FROM THE SITE IMMEDIATELY. D. PLANT OBSERVATIONS: 1 • RIGHT OF OBSERVATION BY OWNER'S REPRESENTATIVE FOR APPROVAL OR REJECTION IS RESERVED AT THE PLACE OF GROWTH AND/OR ON THE PROJECT SITE AT ANY TIME UPON DELIVERY OR DURING THE WORK. PLANTS SHALL BE OBSERVED FOR SIZE, VARIETY, CONDITION, DEFECTS, OR INJURY. E. GROUND COVER PLANTS: 1. GROUND COVER PLANTS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, SHALL BE ROOTED PLANTS GROWN IN FLATS. 2. PLANTS SHALL BE FULL AND COMPACT, NOT "LEGGY". 2.2 FERTILIZERS AND SOIL CONDITIONERS A. NITROLIZED REDWOOD SAWDUST: (SOIL AMENDMENT) 1. 100 PERCENT REDWOOD SAWDUST; SHAVINGS NOT ALLOWED, B. CONTROLLED RELEASE FERTILIZER: 16-8-8 (N-P-K) WITH IRON (RESIN COATED). C. CONTROLLED RELEASE FERTILIZER TABLETS: 21 GRAM, 20-10-5 (N-P-K) WITH CALCIUM, SULFUR AND IRON D. BARK FOR MULCHING: 1/2" - 1" WESTERN FIR BARK E. ALL FERTILIZER AND SOIL CONDITIONS SHALL BE FIRST QUALITY, STANDARD BRAND, AGRICULTURAL PRODUCT. F. MATERIALS DELIVERY AND STORAGE: MANUFACTURED MATERIALS SHALL BE DELIVERED IN ORIGINAL CONTAINERS WITH BRAND AND MAKER'S NAME MARKED THEREON. MATERIALS IN BROKEN CONTAINERS OR SHOWING EVIDENCE OF DAMAGE WILL BE REJECTED AND MUST BE IMMEDIATELY REMOVED FROM THE SITE. ODOROUS MATERIAL SHALL NOT BE DROUGHT TO THE SITE UNTIL THEY ARE TO BE USED. 2.3 TOPSOIL AND LANDSCAPE FILL A. LANDSCAPE FILL SHALL BE AS FOLLOWS: 1. NATIVE SOIL, IF NATIVE SOIL IS AVAILABLE AND MEETS ALL CRITERIA OF 2.313, IT CAN BE BE PLACED OVER NATIVE SOIL ONLY AS FILL 2. COMPATIBLE IMPORTED FILL. 'COMPATIBLE' MEANS A SOILS TEST WAS SUBMITTED ON PROPOSED FILL AND WAS APPROVED BY T'�E LANDSCAPE ARCHITECT AS COMPATIBLE WITH NATIVE SOIL AND CAN BE USED AS FILL. 3. UNDER NO CIRCUMSTANCES ARE SOILS TO BE PLACED IN INCOMPATIBLE LAYERS. B. TOPSOIL GENERATED FROM ON -SITE GRADING MAY BE USED IF IT MEETS THE FOLLOWING CRITERIA AND IS TO BE PLACED ON NATIVE SOIL ONLY. TOPSOIL SHALL CONSIST OF A UNIFORM NATURAL LOAM, FREE FROM LUMPS, CLODS, SOD, STONES LARGER THAN 3/4" IN ANY DIMENSION, STICKS, WOOD CINDERS, CONCRETE, OR ANY OTHER FOREIGN OR UNDERISREABLE MATERIALS. C. THE ACIDITY RANGE OF IMPORTED TOPSOIL PRIOR TO TREATMENT AS SPECIFIED HEREIN SHALL BE BETWEEN PH 6.0 AND PH 7.0 INCLUSIVE. D. IMPORTED TOPSOIL SHALL CONTAIN A MINIMUM OF 5 PERCENT AND NOT MORE THAN 20% ORGANIC MATTER DETERMINED BY LOSS ON IGNITION OF MOISTURE FREE SAMPLES.- E. THE MECHANICAL ANALYSIS OF THE IMPORTED TOPSOIL SHALL BE AS FOLLOWS: U.S. STANDARD SIEVE NO. % RETAINED % PASSING 1" 0 100 1 /4" 3 (MAX.) 40-60 #100 40-60 40-60 2.4 MISCELLANEOUS MATERIALS A. TREE GUYS (24" BOX OR GREATER): 1. ANCHORS: 1-INCH GALVANIZED PIPE, 3 FEET LONG. 2. WIRES: 1 /8 INCH FLEXIBLE GALVANIZED CABLE. 3. HOSE COLLARS: FABRIC REINFORCED RUBBER HOSE; COLOR -DULL GREEN. 4 TUBING: POLYETHYLENE; BLACK OR DARKGREEN; 1/2 INCH DIAMETER. 5. CABLE CLAMPS: GALVANIZED. 6. TURNBUCKLES: 6 INCH OPEN ALUMINUM TURNBUCKLE; EYE END FITTINGS 5/16" IN DIAMETER; 4-14" TAKE-UP. B. TREE STAKING: 1. STAKES: HARDWOOD, 2"x2"x8'-O" LONG. 2. TIES: WONDER TIES OR APPROVED EQUAL. C. DRAINAGE ROCK: 3/4" CRUSHED SHALE. D. ROOT BARRIER: USE 24" WIDE NO. 16/011 COPPER MESH AVAILABLE"FROM HOWARD WIRE CLOTH CO. (510) 887-8787 PART 3 - EXC UTM 3.1 SITE REVIEW A. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND REVIEW SITE CONDITIONS PRIOR TO STARTING WORK. ALL SCALED I I N R APPROXIMATE. CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND IMMEDIATELY INFORM DIMENSIONS U CE THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS SUCH A DISCREPANCY UNTIL REVIEW FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. B. COORDINATION: COORDINATE WORK WITH OTHER TRADES TO ENSURE PROPER SEQUENCING OF CONSTRUCTION. 3.2 SOIL PREPARATION A. WEED AND DEBRIS REMOVAL: 1. ALL AREAS TO BE PLANTED SHALL BE CLEANED OF ALL WEEDS AND DEBRIS PRIOR TO ANY SOIL PREPARATION OR GRADING WORK. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF THE SITE. B. CONTAMINATED SOIL: 1. DO NOT PERFORM ANY SOIL PREPARATION WORK IN AREAS WHERE SOIL IS CONTAMINATED WITH CEMENT, PLASTER, OIL, GASOLINE, PAINT OR OTHER CONSTRUCTION DEBRIS. BRING SUCH AREAS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND DO NOT PROCEED UNTIL THE CONTAMINATED SOIL IS REMOVED AND REPLACED. C. MOISTURE CONTENT: SOIL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED, IF NECESSARY, TO BRING SOIL TO AN OPTIMUM MOISTURE CONTENT FOR TILLING AND PLANTING. D. SOIL LOOSENING: SOIL IN ALL PLANTING AREAS SHALL BE RIPPED OR CULTIVATED TO THE DEPTHS SPECIFIED BELOW, WATER SHALL BE ADDED AND RIPPING OR CULTIVATING SHALL BE CONTINUED UNTIL THE ENTIRE SPECIFIED DEPTH IS LOOSE AND FRIABLE. ALL DEBRIS, PAVEMENT, CONCRETE, AND ROCKS OVER 2 INCHES IN DIAMETER SHALL BE REMOVED TO THE SPECIFIED DEPTH AND SHALL BE REMOVED FROM THE SITE. 1. AREAS TO BE PLANTED: 8 INCHES DEEP. E. EXISTING PAVED AREAS BEING TRANSFORMED INTO NEW PLANTING BEDS SHALL HAVE THE SUBGRADE REMOVED TO A MINIMUM DEPTH OF 12" AND DISCARDED OFF -SITE. NEW TOPSOIL APPROVED BY THE OWNER'S REP. SHALL BE IMPORTED TO WITHIN 2" OF TOP OF CURB OR PAVEMENT AND UNIFORMLY SPREAD THROUGHOUT PLANTER. PREPARE SOIL PER SOIL CONDITIONING SPECIFICATION. F. FINISH GRADING. 1. REESTABLISH AND MAINTAIN POSITIVE DRAINAGE AND FINISH GRADES BEFORE PLANTING. SEE CIVIL DRAWINGS. 3.3 SOIL CONDITIONING A. GENERAL: WHEN ROTOTILLING, MAKE REPEATED PASSES WITH THE CULTIVATOR, TO THE DEPTH SPECIFIED UNTIL THE AMENDMENTS HAVE BEEN THOROUGHLY MIXED. B. ALL PLANTED AREAS: A. ROTOTILL THE FOLLOWING INTO THE TOP 6 INCHES OF SOIL AT THE SPECIFIED RATES PER 1,000 SQUARE FEET OF AREA: 6 CUBIC YARDS NITROLIZED REDWOOD SAWDUST -MODIFY PER SOILS TEST IF SPECIFIED ON L1 20 LBS. OF 16-8-8 CONTROLLED RELEASE FERTILIZER -MODIFY PER SOILS TEST C. PITS: IF SPECIFIED ON L1 1. PITS: A. LOCATE PLANTING PITS PER PLANTING PLANS BRINGING ANY CONFLICT WITH UNDERGROUND UTILITY LINES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVES B. EXCAVATE HOLES TO THE SIZES AND DEPTHS INDICATED ON THE DRAWINGS. C. SCARIFY THE SIDES OF THE HOLES. P 2. BACK FILLING: 2.1 A. BACK FILL THE SIDES OF PLANTING HOLES WITH THE SPECIAL BACK FILL MIX HEREIN SPECIFIED OR AS PER SOILS TEST SPECIFIED ON L1 3. SPECIAL BACK FILL MIX FOR PLANTING HOLES: 2.2 A. MATERIALS: 90% NATIVE SOIL 10% AMENDED NATIVE SOIL (AMEND WITH 40% NITROLIZED REDWOOD SAWDUST (AND FERTILIZE) PER SOILS TEST IF DONE)) B. MIXING: I. PREPARE THE MIX IN STOCKPILES ON SITE; DO NOT MIX AT EACH PIT II. MIX THOROUGHLY, LEAVING NO LAYERS OF SOIL AMENDMENTS OR CLODS 4. FERTILIZER TABLETS: PLACE TABLETS IN THE BACK FILLED PITS PER THE MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE: (OR SOILS REPORT) 1 GALLON - 1 TABLET 5 GALLON - 2 TABLETS 15 GALLON - 4 TABLETS 24" BOXES - 6 TABLETS 36" BOXES - 8 TABLETS 3.4 PLANTING A. TREES, SHRUBS, GROUND COVER, ETC. 1. GENERAL: A. DO NOT INSTALL PLANT MATERIALS UNTIL ALL CONSTRUCTION WORK HAS BEEN COMPLETED AND SPRINKLER SYSTEMS HAVE BEEN TESTED. PLANTING AREAS SHALL HAVE BEEN GRADED AND PREPARED. B. SOIL SHALL BE AT AN OPTIMUM MOISTURE CONTENT FOR PLANTING. I. DO NOT PLANT IN DRY SOIL OR MUDDY SOIL. 2. WEED CONTROL: APPLY PRE -EMERGENT HERBICIDE TO ALL GROUND COVER AND MULCHED AREAS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED RATES. ANY PLANT MATERIALS SHOWING LOSS OF VIGOR OR HEALTH OWING TO IMPROPER APPLICATION OF THE HERBICIDE SHALL BE REPLACED BY THE CONTRACTOR. B. CONTAINER PLANTS: 1. DO NOT LIFT OR HANDLE CONTAINER PLANTS BY TOPS, STEMS OR TRUNKS AT ANY TIME. 2. ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED, THE SOIL LEVEL AT CROWN OF POINT IS 1 1/2 INCHES ABOVE THE FINISHED GRADE OF LAWNS AND 1" ABOVE FINISHED GRADE P OF OTHER PLANTING BEDS. A. TAPER FINISHED GRADE AWAY FROM ROOT BALL. 3.1 3. FERTILIZER TABLETS: REFER TO PARAGRAPH 3.3 C.4 ABOVE. 4. ALL PLANTS SHALL BE PLANTED IMMEDIATELY AFTER THE CONTAINERS ARE CUT. REMOVE CONTAINER FROM THE SITE. 5. WATERING BASINS: FORM CIRCULAR EARTH BASIN CENTERED ON THE STEM OF EACH PLANT. THE RIM OF BASIN SHALL BE 3-4 INCHES ABOVE THE GRADE AT THE STEM. DO NOT FORM WATERING BASINS AROUND TREES IN LAWN AREAS. C. GROUND COVER PLANTS AND ANNUAL FLOWERS: 1. INSTALL PLANTS AT SPACINGS INDICATED ON THE DRAWINGS. 3.2 2. PLANT IN STAGGERED ROWS, EVENLY SPACED, OR AS INDICATED ON PLANS. 3. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS (2 x ROOTBALL). PLACE PLANTS SO ROOT SYSTEM LIES FREE WITHOUT DOUBLING. 4. FIRM SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS. 5. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOIL. D. GRASS INSTALLATION 1. SODDING: A. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY -FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS. DO NOT OVERLAY EDGES. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. REMOVE EXCESS SOD TO AVOID SMOTHERING OF ADJACENT GRASS. SET TOP OF SOD PAD FLUSH WITH ADJACENT CURBS, SIDEWALKS, DRAINS AND SEEDED AREAS. B. DO NOT LAY DORMANT SOD OR INSTALL A SOD ON SATURATED OR FROZEN SOIL. C. INSTALL INITIAL ROW OF SOD IN A STRAIGHT LINE, BEGINNING AT BOTTOM OF SLOPES, PERPENDICULAR TO DIRECTION OF THE SLOPED. PLACE SUBSEQUENT ROWS PARALLEL TO AND LIGHTLY AGAINST PREVIOUSLY INSTALLED ROW. D. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER LAYING. E. ROLL WITH LIGHT LAWN ROLLER TO ENSURE CONTACT WITH SUB -GRADE. 3.5 MISCELLANEOUS ITEMS A. MULCHING: 1. INSTALL BARK MULCH OVER PLANTING AREAS INDICATED ON THE DRAWINGS. 2. MULCH SHALL BE 2 INCHES DEEP. 3. WHERE WATERING BASINS ARE REQUIRED, FILL BASIN WITH 2 INCH DEEP MULCH. B. TREE GUYING: 1. SCOPE: A. GUY ALL SPECIMEN TREES, 24-INCH BOX AND LARGER. 2. INSTALLATION: A. NEATLY FORM HOSE AND CABLE COLLARS TO PREVENT ANY BARE CABLE CHAFING AGAINST THE TREE TRUNK OR BRANCHES. B. USE CABLE CLAMPS OR CRIMPING DEVICE FOR ALL ATTACHMENTS. C. DO NOT LEAVE SHARP CABLE ENDS PROTRUDING. D. INSTALL POLYETHYLENE MARKER TUBING ON ALL GUY WIRES. C. TREE STAKING: 1. REMOVE NURSERY STAKES FROM PLANTED TREES IF CALIPER IS GREATER THAN 3/4". FILL IN HOLE IN ROOTBALL W/ BACK FILL MIX. 2. ADD 3RD STAKE IN AREAS D. ROOT BARRIERS: 1. LAY MESH IN TRENCH VERTICALLY AGAINST PAVED EDGE EXTENDING HORIZONTALLY 10' EITHER SIDE OF TRUNK 3.6 GENERAL CLEANUP A. REMOVE ALL CANS, SURPLUS MATERIALS, AND OTHER DEBRIS FROM SITE. NEATLY DRESS AND FINISH ALL PLANTING AREAS. FLUSH WALKS, PAVED AREAS, ETC., CLEAN TO THE SATISFACTION OF THE THE OWNER'S REPRESENTATIVE. B. RINSE FOLIAGE OF ALL PLANT MATERIALS WITHIN THE CONSTRUCTION AREA AS OFTEN AS NECESSARY TO KEEP THE FOLIAGE FREE FROM DUST GENERATED BY THE WORK OF THIS CONTRACT. 3.7 GUARANTEE P R AND OTHER PLANT MATERIALS SHALL BE A. ALL TREES SHRUBS GROUND COVES GUARANTEED TO TAKE ROOT AND GROW AND THRIVE FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF THE WORK. B. ANY TREES OR OTHER PLANT MATERIALS THAT DIE BACK AND LOSE THE FORM AND SIZE ORIGINALLY SPECIFIED, SHALL BE REPLACED. C. WITHIN 15 DAYS OF WRITTEN NOTIFICATION, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH, FOR ANY REASON, FAIL TO MEET REQUIREMENTS OF GUARANTEE. REPLACEMENTS SHALL BE MADE TO SAME SPECIFICATIONS REQUIRED FOR ORIGINAL MATERIALS AND SHALL CARRY THE SAME GUARANTEE FROM THE TIME THEY ARE REPLACED. , ** END OF SECTION ** SECTM I " f� 1AMON PART 1 - C ENMAL 1.1 DESCRIPTION OF WORK A. FURNISH ALL LABOR EQUIPMENT AND MATERIALS NECESSARY FOR THE COMPLETE IRRIGATION SYSTEM INSTALLATION AS SHOWN ON THE DRAWINGS AND SPECIFIED HERIN. 1.2 QUALITY ASSURANCE A. STANDARDS, SPECIFICATIONS AND CODES: 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE AND OTHER APPLICABLE STATE OR LOCAL CODES OR REGULATIONS. NOTHING ON THE PLANS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF SAID RULES AND REGULATIONS. 2. THE CONTRACTOR SHALL FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND/OR LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THE ABOVE RULES AND REGULATIONS THOUGH THE WORK BE NOT MENTIONED IN THESE PARTICULAR SPECIFICATIONS OR SHOWN ON THE DRAWINGS. B. WHEREVER THE TERM "AS PER MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS," IS USED, IT SHALL MEAN IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS. IF THESE DIRECTIONS CONFLICT WITH THIS SPECIFICATION, THE MATTER SHALT_ BE BROUGHT TO THE OWNER'S REPRESENTATIVE'S ATTENTION AND HIS/HER INSTRUCTIONS OBTAINED BEFORE PROCEEDING WITH THE WORK. 1.3 SUBMITTALS A. MATERIALS LIST: 1. LIST ALL MATERIALS BY MANUFACTURER'S NAME AND MODEL NUMBER. 2. ONLY MATERIALS AND ITEMS OF EQUIPMENT SPECIFIED SHALL BE USED. 3. PROPOSED SUBSTITUTIONS SHALL BE INCLUDED WITH MATERIALS LIST, FOR APPROVAL. B. MANUALS: 1. PRIOR TO THE FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL FURNISH THREE (3) INDIVIDUALLY BOUND SERVICE MANUALS TO OWNER. THE MANUALS SHALL CONTAIN COMPLETE EXPLODED DRAWINGS, DIAGRAMS AND SPARE PARTS LISTS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. IN ADDITION, EACH SERVICE MANUAL SHALL CONTAIN THE FOLLOWING: A. INDEX SHEET INDICATING THE CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER. B. COPIES OF EQUIPMENT WARRANTIES AND CERTIFICATES. C. LIST OF EQUIPMENT WITH NAMES, ADDRESSES AND TELEPHONE NUMBERS OF ALL LOCAL MANUFACTURER'S REPRESENTATIVES. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS IN SUFFICIENT DETAIL TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. C. CONSTRUCTION RECORD DRAWINGS: 1. CONTRACTOR TO PROVIDE DRAWINGS OF THE IRRIGATION SYSTEM (REASONABLY DRAFTED) AS INSTALLED, SHOWING ALL CHANGES TO ORIGINAL DRAWINGS. 1.4 FEES AND PERMITS A. CONTRACTOR TO OBTAIN ALL FEES, PERMITS, LICENSES AND REQUIRED INSPECTIONS BY CONCERNED GOVERNING AGENCIES, AS PART OF THIS WORK. ART ART 0. SYSTEM TESTS: E'i11 2 - MATALS 1. PRIOR TO FINAL ACCEPTANCE OF IRRIGATION SYSTEM, THE AUTOMATIC SPRINKLER CONTROLLERS SHALL BE TESTED THROUGH ALL THEIR CYCLES IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND ANY NECESSARY ADJUSTMENTS SHALL BE MADE. GENERAL P. WRENCHES AND KEYS: A. ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. 1. PROVIDE DEALER. AT COMPLETION OF THE PLANTING -MAINTENANCE PERIOD WITH THREE (3) EACH OF ALL OPERATING AND SERVICING KEYS AND WRENCHES REQUIRED FOR COMPLETE PIPE AND EQUIPMENT MAINTENANCE AND OPERATION OF ALL VALVES. INCLUDE ALL WRENCHES NECESSARY FOR A. PIPE: COMPLETE DISASSEMBLY OF ALL VALVES. 1. PLASTIC: POLYVINYL CHLORIDE (PVC). 3.3 GUARANTEE A. CLASSES AND/OR SCHEDULES AS SPECIFIED ON THE DRAWINGS. B. ALL PIPE SHALL BE FREE OF BLISTERS, INTERNAL STRIATIONS OR ANY OTHER DEFECTS A. REPAIR OF DAMAGE: ALL DAMAGE TO PAVING, PLANTING, STRUCTURES, AND OTHER OR IMPERFECTIONS. THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY IMPROVEMENTS DUE TO SETTLEMENT OF IMPROPERLY COMPACTED TRENCH BACK FILL SHALL MARKED WITH THE MANUFACTURER'S NAME, MATERIAL TYPE, SIZE, SCHEDULE BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. OR CLASS AND QUALITY CONTROL IDENTIFICATIONS. B. ALL MATERIALS A14D WORKMANSHIP SHALL BE AS SPECIFIED AND SHALL, FOR A MINIMUM 2. BRASS (WHEN APPLICABLE): 85% RED BRASS, ANSI SCHEDULE 40 PERIOD OF ONE (1) YEAR, BEGINNING AT THE DATE OF FINAL ACCEPTANCE, BE AND PERFORM 3. COPPER (WHEN APPLICABLE): TYPE K, RIGID COPPER TO COMPLETE SATISFACTION OF OWNER'S REPRESENTATIVE. AT THE END OF THIS PERIOD, ALL REQUIRED 4. PIPE SLEEVES (WHEN APPLICABLE): SCHEDULE 40 PVC PLASTIC PIPE. EXTEND 18" REPAIRS AND ADJUSTMENTS, INCLUDING ADJUSTMENT TO GRADE, SHALL BE MADE INCLUDING BEYOND BACK OF CURB OR WALK. ALL REPAIRS TO OTHER WORK MADE NECESSARY THEREBY, WITHOUT ADDITIONAL EXPENSE B. PIPE FITTINGS: TO OWNER'S REPRESENTATIVE. 1. PLASTIC: POLYVINYL CHLORIDE (PVC). C. PRESENT TO CONSTRUCTION RECORD DRAWINGS, AND ALL MANUALS AND TOOLS DESCRIBED ABOVE TO A. SOLVENT WELD AS SPECIFIED ON THE DRAWINGS. OWNER AT FINAL ACCEPTANCE. 2. BRASS (WHEN APPLICABLE): MEDIUM BRASS, CLASS 125 PSI THREADED FITTINGS. 3. COPPER (WHEN APPLICABLE): WROUGHT COPPER, SOLDER JOINT FITTINGS. ** END OF SECTION ** C. REMOTE CONTROL WIRE: 1. ALL WIRE SHALL BE SOLID COPPER 600 VOLT AC, TYPE OF-AWG, UL APPROVED FOR - MANTENANM DIRECT BURIAL. WIRE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME, WIRE SIZE AND IDENTIFICATION. WIRE RUNS SHALL BE PART 1 - GENERAL CONTINUOUS (NO SPLICES). 2. COLOR OF CONTROL WIRES SHALL BE AS FOLLOWS: 1.1 DESCRIPTION OF WORK A. PILOT WIRES - # 14 BLACK OR COLOR B. COMMON WIRE - # 14 WHITE ONLY A. PROVIDE ALL MATERIALS, EQUIPMENTS AND LABOR TO COMPLETE MAINTENANCE OPERATION FOR 120 DAYS. D. GATE VALVES: 1. ALL BRASS OR BRONZE DOUBLE DISC, NON -RISING STEM. 1.2 MAINTENANCE 2. 150 PSI WORKING PRESSURE. 3. ALL VALVES SHALL BE LINE SIZE. A. ESTABLISHING MAINTENANCE PERIOD: E. OTHER EQUIPMENT: REFER TO THE DRAWINGS. 1. AS SOON AS ALL WORK IS COMPLETED, A PROJECT REVIEW AND PRELIMINARY INSPECTION TO DETERMINE THE CONDITION OF THE PROJECT WILL BE HELD BY THE OWNER'S REPRESENTATIVE. 3 - EXECUTM 2. UPON APPROVAL OF THE WORK BY THE OWNER'S REPRESENTATIVE, THE MAINTENANCE PERIOD SHALL BEGIN. COORDINATION: SCHEDULE AND COORDINATE WORK WITH OTHER TRADES AND WITH SEPARATE CONTRACTORS. PART 2 - MA A. INSTALL PIPE AND SLEEVES UNDER PAVING AND THROUGH WALLS AND FOOTINGS. 2.1 PROVIDE ALL MATERIALS, CHEMICALS, FERTILIZER, REPLACEMENT PLANTS AND EQUIPMENT AS REQUIRED B. DO NOT INSTALL SPRINKLER HEADS UNTIL WALLS, CURBS, HEADERS AND OTHER RELATED STRUCTURES TO MAINTAIN THE PROJECT AS DESCRIBED BELOW. ARE IN PLACE. C. DO NOT INSTALL PIPE UNTIL PLANTING AREAS HAVE BEEN SCARIFIED UNDER PLANTING WORK. PART 3 - EXECUTM INSTALLATION 3.1 PLANT MATERIALS A. MAINTENANCE OF PLANTING: A. LAYOUT: 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH THE DRAWINGS. 1. CONTINUOUSLY MAINTAIN ALL PLANTINGS IN AREAS INCLUDED IN THE CONTRACT FROM THE BEGINNING OF CONTRACT WORK, DURING THE PROGRESS OF WORK; AND FOR A PERIOD 2. WHERE SITE CONDITIONS DO NOT PERMIT LOCATING PIPING, VALVES AND HEADS WHERE NOT PROCEED UNTIL HIS/HER OF 120 DAYS AFTER COMPLETION OF ALL WORK UNTIL FINAL ACCEPTANCE OF ALL CONTRACT SHOWN, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND DO WORK BY THE OWNER'S REPRESENTATIVE.. INSTRUCTIONS ARE OBTAINED. 3. RUN PIPE LINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHERE POSSIBLE 2. LAWN MAINTENANCE: TO A UNIFORM HEIGHT OF 2" MAX. ONCE A WEEK. AND PRACTICAL. 4. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE A. MOW B. WHILE MOWING "SCALPING" AND WHEEL "RUTTING" SHALL NOT BE PERMITTED. OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL C. TRIM EDGES ALONG MOW STRIPS. D. APPLY 15-5-7 COMMERCIAL FERTILIZER AT LEAST ONE TIME DURING MAINTENANCE PERIOD. HIS/HER INSTRUCTIONS ARE OBTAINED. / 3. TREE/SHRUB CARE: 5. LOCATE ALL UNDERGROUND UTILITY LINES PRIOR TO EXCAVATING IRRIGATION TRENCHES AND A. INSECTICIDES, HERBICIDES, FUNGICIDES SHALL BE THE FINEST QUALITY OBTAINABLE. BRING ANY CONFLICTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. DO NOT PROCEED B. CHEMICALS SHALL BE DESIGNED FOR THE PROBLEM AND APPLIED IN A PROFESSIONAL MANNER. WITH THE WORK UNTIL INSTRUCTIONS ARE RECEIVED FROM THE OWNER'S REPRESENTATIVE. C. PRUNING SHALL BE DONE BY A QUALIFIED PROFESSIONAL USING APPROVED METHODS/TECHNIQUES. B. PROTECTION: D. PRUNE ONLY TO CORRECT MIS -SHAPING, ENCROACHMENT OR REMOVE DAMAGED/DEAD WOOD. 1. PROTECT EXISTING AND NEW WORK AT ALL TIMES. ANY LEAKS ON NEW OR EXISTING PIPES AND ANY EXISTING BUILDINGS, E. AVOID MAJOR PRUNING DURING SUMMER MONTHS: POTENTIAL DAMAGE IS PREVALENT. EQUIPMENT, PIPING, PIPE COVERINGS, SEVERS, SIOEWALKS, LANDSCAPING, ETC., DAMAGED BY THE CONTRACTOR DURING F. REMOVE WEEDS THROUGH CHEMICAL AND/OR MANUAL METHODS. G. CONTROL DISEASE AND INSECT INFESTATIONS WITH APPROVED CHEMaCALS. THE COURSE OF THE WORK SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN A MANNER SATISFACTORY TO THE H. FERTILIZE TREES/SHRUBS AT 60 DAYS WITH A BALANCED 15-5-7 SLOW RELEASE FERTILIZER OWNER AND AT THE CONTRACTOR'S OWN EXPENSE. REPAIR BEFORE THE FINAL PAYMENT IS MADE. AT MANUFACTURER'S RECOMMENDED RATES. 4. REPLACEMENTS: IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR ARE C. EXCAVATING AND TRENCHING: DAMAGED. REPLACEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS REQUIRED FOR 1. EXCAVATION SHALL BE IN ALL CASES AMPLE IN SIZE TO PERMIT THE PIPES TO BE LAID AT ORIGINAL PLANTINGS. THE ELEVATIONS INTENDED AND TO PERMIT AMPLE SPACE FOR JOINING. 5. CONDITION OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: D. ASSEMBLING PIPELINES: A. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, UNDAMAGED, AND FREE FROM 1. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD -CUT ENDS SHALL INFESTATIONS. BE REAMED AND SANDED TO REMOVE ROUGH EDGES AND BURRS. B. GROUND COVER, SHRUB AREAS, AND OTHER PLANTING AREAS SHALL BE FREE OF ALL 2. SOLVENT -WELD JOINT: WEEDS (BROADLEAF AND GRASS WEEDS). A. SOLVENT CEMENT AND PRIMER: FOR SOLVENT WELD JOINTS SHALL BE OF MAKE C. PLANTINGS THAT DO NOT CONFORM TO SPECIFICATIONS SHALL BE REPLACED AND AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS. CEMENT BROUGHT TO A SATISFACTORY CONDITION BEFORE FINAL ACCEPTANCE OF THE WORK SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE. CAN BE MADE. B. COAT THE INSIDE SOCKET SURFACE OF THE FITTING AND THE EXTERNAL SURFACE 3.2 IRRIGATION SYSTEM OF THE MALE END OF THE PIPE WITH PRIMER. THEN, WITHOUT DELAY, APPLY A. MAINTENANCE OF IRRIGATION: CEMENT LIBERALLY TO THE MALE END OF THE PIPE AND ALSO APPLY CEMENT 1. CONTINUOOSLY MAINTAIN ALL IRRIGATION EQUIPMENT IN AREAS INCLUDED IN THE CONTRACT FROM THE LIGHTLY TO THE INSIDE OF THE SOCKET. AT THIS TIME, APPLY A SECOND COAT BEGINNING OF CONTRACT WORK, DURING THE PROGRESS OF WORK; AND FOR A PERIOD OF CEMENT OF THE PIPE END. OF 120 DAYS AFTER COMPLETION OF ALL WORK UNTIL FINAL ACCEPTANCE OF ALL CONTRACT C. INSERT PIPE IMMEDIATELY INTO FITTING AND TURN ONE -QUARTER TURN TO WORK BY THE OWNER'S REPRESENTATIVE. DISTRIBUTE CEMENT AND REMOVE AIR BUBBLES. THE PIPE MUST SEAT TO THE BOTTOM OF THE SOCKET AND FITTING. CHECK ALIGNMENT OF THE FITTINGS. A. IRRIGATION SYSTEM SHALL BE IN A FULLY ADJUSTED/OPERATIONAL CONDITION AT ALL TIMES. E. LAYING PIPE: B. MAINTAIN "HEAD -TO -HEAD" 100% COVERAGE AT ALL PLANT AREAS. 1. PIPE SHALL BE BEDDED ON AT LEAST 2 INCHES OF FINELY DIVIDED MATERIAL WITH NO ROCKS C. EVALUATE COMPLETE OPERATION OF SYSTEM AT LEAST 4 TIMES DURING MAINTENANCE PERIOD. OR CLODS OVER 1 INCH IN DIAMETER, TO PROVIDE A FIRM UNIFORM BEARING. D. REPAIRS SHALL BE MADE WITHIN 24 HOURS OF NOTIFICATION, UNLESS OTHERWISE APPROVED. 2. PVC PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR E. HAND -WATER IF SYSTEM IS INOPERABLE OR NOT IN PLACE. EXPANSION AND CONTRACTION. ONE ADDITIONAL FOOT PER 100 FEET OF PIPE IS THE F. ADJUST CONTROLLER TO PREVAILING WEATHER CONDITIONS. G. ADJUST SPRINKLER NOZZLES AND BODIES TO PREVENT OVER AND UNDER SPRAY. MINIMUM ALLOWANCE FOR SNAKING (FOR SOLVENT -WELD PIPE ONLY). - LOCATED. F VALVES ARE T SHUT-OFF H. INSTRUCT OWNER UPON REQUEST AS TO WHERE SYSTEM ( ) 3. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OR 2. REPLACEMENTS: IMMEDIATELY REPLACE OR REPAIR ANY DAMAGED IRRIGATION EQUIPMENT OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY, REPAIRS SHALL BE MADE TO THE SPECIFICATIONS AS REQUIRED FOR ORIGINAL INSTALLATION. F. REMOTE -CONTROL VALVES: 1. INSTALL WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL. LIMIT ONE RCV PER 3.3 GUARANTEE VALVE BOX. 2. INSTALL VALVES NO FARTHER THAN 12 INCHES FROM MAIN LINE UNLESS ABSOLUTELY A. REPAIR OF DAMAGE: ALL DAMAGE TO PAVING, PLANTING, STRUCTURES, AND OTHER NECESSARY. IMPROVEMENTS DUE TO SETTLEMENT OF IMPROPERLY COMPACTED TRENCH BACK FILL SHALL 3. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE. BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. P SOIL NECESSARY TO KEEP 4. PLACE ALL CONTROL VALVES IN VALVE BOXES; USE EXTENSIONS AS NECE FOR A MINIMUM I AND SHALL 0 WORKMANSHIP SHALL BE A5 SPECIFIED MATERIALS AND WOR M B. ALL MATER ' AWAY FROM VALVES AND SOLENOIDS. NO SOIL ALLOWED AROUND VALVE. PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE, BE AND PERFORM 5. INSTALL BOX FLUSH AND LEVEL WITH GRADE. Tb COMPLETE SATISFACTION OF OWNER. AT THE END OF THIS PERIOD, ALL REQUIRED 6. INSTALL 1 C.F. GRAVEL, 3/4" NON -GRADED, IN BASE OF VALVE BOX. REPAIRS AND ADJUSTMENTS, INCLUDING ADJUSTMENT TO GRADE, SHALL BE MADE INCLUDING G. GATE VALVES: ALL REPAIRS TO OTHER WORK MADE NECESSARY THEREBY, WITHOUT ADDITIONAL EXPENSE 1. INSTALL WHERE SHOWN ON THE DRAWRNGS. TO OWNER. 2. INSTALL IN 10-INCH DIAMETER PLASTIC VALVE BOX WITH TWIST LOCK COVER. C. PRESENT TO OWNER. AT TIME OF FINAL ACCEPTANCE, WARRANTIES FOR ALL MATERIALS H. FLUSHING LINES: USED. 1. FLUSH ALL ROCK, SAND AND DEBRIS FROM THE LINES. ** END OF SECTION ** 2. FLUSH MAIN LINES PRIOR TO INSTALLING VALVES AND CONNECTING LATERAL LINES. 3. FLUSH LONG DEAD END RUNS PRIOR TO CAPPING PIPE. 4. FLUSH LATERAL LINES PRIOR TO INSTALLING HEADS AND BUBBLERS. CONTINUE FLUSHING PROCESS WITH WATER RUNNING SLOWLY AS HEADS ARE INSTALLED STARTING CLOSEST TO VALVE AND WORKING OUTWARD. I. TESTING PIPE: 1. PIPE SHALL BE CENTER LOADED WITH SUFFICIENT BACK FILL IN ACCORDANCE WITH THE PARAGRAPH ON BACK FILLING TO ANCHOR PIPE BEFORE TESTING. NO FITTINGS SHALL BE COVERED. 2. INSTALL REMOTE -CONTROL VALVES PRIOR TO TESTING. 3. TESTS WILL BE OBSERVED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 4. PERFORM TESTING AND FURNISH ALL EQUIPMENT FOR TESTING AS WORK OF THIS SECTION. 5. APPLY THE FOLLOWING TESTS AFTER SOLVENT -WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS: A. TEST MAIN LINES HYDROSTATICALLY TO 125 PSI FOR SIX (6) HOURS. THE CONTRACTOR SHALL MAKE REPAIRS AND RE -TEST AS NECESSARY UNTIL TEST CONDITIONS ARE MET. B. TEST LATERAL LINES WITH WATER AT LINE PRESSURE AND VISUALLY INSPECT FOR ' LEAKS. RETEST AFTER CORRECTING ftECTS. J. BACK FILLING PIPE: 1. DO NOT BACK FILL UNTIL PIPE HAS BEEN TESTED AND APPROVED. 2. BACK FILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES, FREE FROM ROCKS, CONCRETE CHUNKS, AND OTHER FOREIGN OR COARSE MATERIALS. A. BACK FILL TO DEPTH OF 6 INCHES ABOVE THE TOP OF PIPE SHALL BE FINELY DIVIDED MATERIAL FREE OF ROCKS OR CLODS OVER 1/2 INCHES IN DIAMETER. B. REMAINING BACK FILL SHALL BE FREE OF ROCKS AND CLODS OVER 2 INCHES IN DIAMETER. C. SETTLE TRENCHES WITH WATER AND/OR TAMPING. K. AUTOMATIC CONTROLLER: 1. LOCATE CONTROLLERS IN GENERAL LOCATION SHOWN ON THE DRAWINGS WITH EXACT PLACEMENT TO BE DETERMINED IN THE FIELD. 2. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. CONTROL LINES SHALL BE LABELED AT CONTROLLER WITH PERMANENT NONFADING LABELS INDICATING IDENTIFICATION NUMBER v OF VALVE CONTROLLED. 3. PROVIDE A 120 VOLT WATERPROOF, DISCONNECT SWITCH ON THE SERVICE LINE; MOUNT �^ INSIDE THE CONTROLLER ENCLOSURE. L. BACKFLOW-PREVENTION ASSEMBLY: 1. INSTALL BACKFLOW-PREVENTION DEVICES AS DETAILED. 2. PAINT ALL ABOVE GRADE PIPE AND METAL PARTS, EXCEPT BRONZE, WITH PRIMER AND TWO COATS EXTERIOR METAL PAINT; COLOR GREEN. M. SPRINKLER HEADS AND QUICK -COUPLER VALVES: 1. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS OR QUICK -COUPLER VALVES. 2. LOCATE AS SHOWN AND DETAILED ON THE DRAWINGS. �j STATE OF N. COVERAGE TEST: 1. WHEN THE IRRIGATION SYSTEM HAS BEEN COMPLETED, A COVERAGE TEST SHALL BE WASHINGTON PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE TO DETERMINE IF COVERAGE REGISTERED OF WATER AFFORDED PLANTING AREAS IS COMPLETE. DSCA E AR HITS 2. CHANGE ANY HEADS, NOZZLES, ORIFICES, OR ARCS AS MAY BE REQUIRED TO PROVIDE , SATISFACTORY COVERAGE. r4, -olI 3. ADJUST ALL SPRINKLERS TO AVOID OVER SPRAY ON BUILDING WALL OR MONUMENT SIGN. MAISHA RUTH ks*% 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 ,mac in the Box ins. These drawings and specifications are the property of Jack In the Box Inc and shall not be copied or rWodvesd without its previous written consent. dates RELEASE: NOV. 15, 2004 P.M.(JIB ONLY): PERMIT: BID: CONSTRUCTION: revisions - - -- A A L� DIM ARCHITECTURE • MINIMC ENVIRONMENTAL SERVICES 1550 140th AVE. N.E., SUITE 100 BELLEVUE, WASHINGTON -4516 (425) 746-4677 F.(425) 746-6836 RHL PROJECT NO.: 9075.60 low 0 �- W 08- 1�m LJU z W Z D site informotion MK TYPE: BECBSQ62 JIB #: 8366 ADDRESS: 6TH STREET & A STREET DRAWN BY: SCALE: AS NOTED UNDSCM CONSTRUCTION, 1ir L4mO ?F N10► 1N a�- j (o CERTIFICATE NO. 789 p`D�8 .yr w"I ar ■s■ MONNIIN�IENNT0404/04 FOUND BRASS M0NIAIENT AT INTERSECTION OF 'A'STREET AND 6TH AVE /04 GRAPHIC SCALE 30 0 15 30 60 hmis6io!!� ( IN FEET ) 1 inch = 30 ft. K T 1/ C11T 18 SS m WAW +C(TY OF AUBURN GPS 127' Q P I ---- MAIM �--- - - - --- -----� )REBAR AND CAP ME \ .�� arr►wir f1111111ill1lN "r mom : am r air 0" . At"%V IKI TWI= PnY -PirF kIn RIFF LEGAL DESCRIPTION N ■ PARCEL A: DEMOLITION AND T.E.S.0 PLAN BEGINNING AT A POINT NORTH 0021'EAST 416 FEET AND NORTH 892THE EAST 473.04 FEET FROM THE SOUTHWEST CORNER OF pw� RANGE 6 M �� SECTION 18 TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING A PORTION OF THE SOUTHWEST 114 OF SECTION 18, TOWNSHIP 21 NORTH, 1-1ANGE 5 EAST, , II.M COUNTY, WASHINGTON; THENCE NORTH 00'36'41" WEST 205.52 FEET; THENCE SOUTH 88 00 07 WEST 469.92 FEET, THENCE CITY OF AUBURN KING COUNTY WASHINGTON SOUTH 73.0400-20'31*E WEST THE FEET; THENCE NORTH 8923'19" , , EAST, 473.04 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 15.00 FEET CONVEYED TO THE CITY OF AUBURN FOR "A" STREET SOUTHEAST BY DEED RECORDED UNDER KING COUNTY TAX PARCEL NUMBER SITE ACCESS RECORDING N0. 979195; EXCEPT THE SOUTH 30FEET THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES BY SUBJECT PROPERTY HAS DIRECT ACCESS TO PUBLIC STREETS. DEED RECORDED UNDER KING COUNTY RECORDING NO. 7210040498; A PORTION OF TAX PARCEL: 182105-9-184 do 182105-9-253 AND ALSO EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES BY DEEDS RECORDED UNDER KING COUNTY RECORDING NOS. 7210040499 AND 9402021604. SITE ADDRESS SITE AREA PARCEL B: 524 A STREET S.W. (PROPOSED PARCEL ONLY) 51,194 SQ. FT. - 1.18 ACRES BEGINNING AT A POINT ON THE WESTERLY LINE OF "C" STREET AUBURN, WA SOUTHEAST IN AUBURN, WASHINGTON, 180.17 FEET NORTH OF BUILDING DATA GENERAL NOTES' ITS INTERSECTION WITH THE NORTH LINE of 6TH STREET SOUTHEAST; THENCE SOUTH 88'58'42" WEST 214.7 FEET TO ALL BUILDINGS WITHIN THE SUBJECT PROPERTY ARE WOOD CONSTRUCTED WITH THEIR DIMENSIONS SHOWN HEREON. THE PROPERTY SHOWN HEREON LIES WITHIN THE INFORMATION CONTAINED IN FIRST AMERICAN TITLE COMMITMENT ORDER NUMBER THE TRUE POINT OF BEGINNING; THENCE SOUTH 8858'42" WEST 320 FEET, MORE OR LESS, TO A POINT 140 FEET EAST "A" NCS-49328-WA1 DATED NOVEMBER 6, 2003. OF THE EAST LINE OF STREET SOUTHEAST, THENCE NORTH 1'12'24" EAST TO A POINT ON THE SOUTHERLY LINE 0 0 CHAINLIW FENCE f1 0.4' • PRQP�INE O 0 tivJ o 0 0 0, _ _ 0 C? 0 FOUND 1/2' REBAR AND CAP � 0.0 AND 0.24'W OF /LCULATED POSITION FOR NG NORTH PARCEL EXISTING BUILDINGS TO BE REMOVED PER DEMOLITION PERMIT DEM05-0009 . sr arr c■cq PARCEL B 0" %FT. 0.46 ACRES TAX PARC L: 182105-9-253 room LEGEND 0- FOUND MONUMENT AS NOTED ® ELECTRIC METER CALCULATED POSITION 03 WATER METER • SET REBAR/CAP LS #18902 ST STORM DRAIN LINE ® STORM CATCH BASIN SS SANITARY SEWER LINE SOUTHWEST CORNER SECTION 18 FOUND MASS WENT ® STORM MANHOLE OH/P --- OVERHEAD POWER LINE 4-�/04 04 OF AUK " 0 SANITARY SEWER MANHOLE P POWER LINE D4 WATER VALVE W -6- FIRE HYDRANT WATER LINE -Q- SIGN ® JUNCTION BOX ¢-- LUMINARE 0 METAL POLE o- POWER POLE E- GUY ANCHOR ,`CI 1!5 O� I& I: \28987\Work\28 $-demo.dwg, 4/4/2005 9: 50-108 AM, Neil wo,e mmm m THE UTILITIES SHOWN HEREON ARE BASED ON VISIBLE SURFACE OF PRIMARY STATE HIGHWAY NO. 2 THAT IS 140 FEET EAST EVIDENCE TOGETHER WITH ADDITIONAL INFORMATION OBTAINED FROM OF THE EAST LINE OF "A" STREET SOUTHEAST, THENCE EASTERLY VICINITY MAP THE CITY OF AUBURN AND OTHER FRANCHISE UTILITY PROVIDERS. ON THE SOUTHERLY LINE OF PRIMARY STATE HIGHWAY NO. 2 TO SCALE: N.T.S. A POINT THAT IS 214.7 FEET WEST OF THE WEST LINE OF "C' STREET SOUTHEAST; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING. PROPOSED BOUNDARY LINE REVISION ♦vv vvvv 0 FOUND I ' REBAR AND CAP 2 0.2 S AND 0.3' W OF 4 LCCULATED POSITION MM10:26 - im N, Ogg= ■'a►om e I.E.S.C. LEGEND TEMPORARY1 CONTROL GRAVELINLET 1 FILTER FABRIC V/ 1 DETAIL EROSION-04) FILTER FABRIC NOTES-x-x- SEE 1 DETAIL EROSION-02) CLEARING 1 GRADING LIMITS ENTRANCECONSTRUCTION 1 DETAIL EROSION-01) STOCKPILE SEE DETAIL BASIS OF BEARINGS CHAINLgrIc FENCE NORTH 0021'11" EAST - AS MEASURED ALONG THE WEST LINE OF 20' N OF PROP LINE SECTION 18 PER RECORD OF SURVEY, RECORDED UNDER REC. NO. 20040315900004 VERTICAL DATUM NAVO-88 BASED ON ELEVATION OF 91.90 FOR CITY OF AUBURN MONUMENT 130-J LOCATED AT THE SOUTHWEST CORNER OF SECTION 18. METHODS AND EQUIPMENT SURVEY PERFORMED WITH A 1" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 332.130.090. K CONSTRUCTION SEQUENCE FOR GRADING AND T•E•S.C• K 1. HOLD AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY. 2. ESTABLISH CLEARING AND GRADING LIMITS 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. CONSTRUCT DITCHES, FILTER FABRIC FENCES, AND OTHER EROSION CONTROL x DEVICES AS NECESSARY. 5. BEGIN CLEARING AND GRADING. 6. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. FOR EXAMPLE, MULCHING, ADDITIONAL SILT CONTROL FENCE, AND ADDITIONAL x TEMPORARY INTERCEPTOR SWALES MAY BE REQUIRED DURING GRADING OPERATIONS TO REDUCE EROSION AND DIRECT DRAINAGE AND SEDIMENT TO THE PERIMETER DITCHES. 7. COMPLY WITH THE CITY OF AUBURN STANDARD G.D.E.S.C. CONSTRUCTION NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE x OF THESE FACILITIES. SHEET INDEX I 1. DEMOLITION AND T. E. S C PLAN 2 DEMOLITION NOTES AND DETAILS OWNER/DEVELOPER- ARD LLC AND ESTATE OF MAJORIE BATES 1201 PACIFIC AVE. SUITE 1400 TACOMA, WASHINGTON 98402 CML ENGINEER: APEX ENGINEERING PLLC 2601 SOUTH 35TH STREET, SUITE 200 TACOMA, WASHINGTON 98409-7479 - PHONE (253) 473-4494 FAX (253) 473-0599 NOTES 1. CONTRACTOR SHALL EXCAVATE APPROXIMATELY THE TOP SIX (6) INCHES OF THE SOIL AND STOCKPILE IN THE LOCATION SHOWN. TESTING OF THE SOIL WILL THEN BE PERFORMED. THE SOIL WILL THEN BE REMOVED FROM THE SITE AND DISPOSED IN ACCORDANCE WITH THE APPLICABLE STANDARDS 2. SEE SHEET 2 FOR GENERAL CONSTRUCTION NOTES CITY OF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE EROSION-01 SILT CONTROL FENCE EROSION-02 CATCH BASIN PROTECTION EROSION-04 ONE -CALL NOTE= #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN CONSTRUCTION STANDARDS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. PROJECT REF: GRA05-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. i Approved By. Va Date Approved:tic m 0 0 0 w U m Q 0 W ii s Lu 06a1$77 } EROSION CONTROL SEEDING NOTES 1. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE 40% 98 90 (LOLIUM MULTIFLORUM) CHEWINGS FESQUE 40% 97 80 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 4. SITE PREPARATION - BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. 7. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 8. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE 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. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE 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 THAT 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. 1� Ir I 1(0 01" i(o I: \28987\Work\28987-demo.dwq, 4/4/2005 9: 56: 35 AM, Neil JACK IN THE BOX SITE NO. 8366 DEMOLITION NOTES AND DETAILS A PORTION OF THE SOUTHWEST 114 OF SEC71ON 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M CITY OF AUBURN, KING COUNTY, WASHINGTON FILTER FABRIC FENCE NOTES: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOP RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREA. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. c uu 1pC`/\I fr"M1 EXISTING GROUND STOCKPILE DETi N. T.S. GENERAL CONSTRUCTION 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" (2002 EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS 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 EXTENT 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 TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR 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. ONE -CALL NOTE #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN CONSTRUCTION STANDARDS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. PROJECT REF: GRA05-0010 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION c♦� REQUIREMENTS. Approved By. Date Approved: yos- m 0 0 0 w 0 c m Q 0 U W CL 5 O6D /f 77