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Home My WebLink About02D1668GRAPHIC SCALE 100 0 50 100 200 MEL-= ( IN FEET ) 1 inch = 100 ft. LEGAL DESCRIPTION A PARCEL OF LAND LYING NORTH OF LAKE TAPPS PARKWAY EAST AND WEST OF LAKELAND HILLS WAY, BEING WITHIN THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 6; THENCE SOUTH 01'43'16" WEST, ALONG THE EAST LINE THEREOF 1,590.56 FEET TO THE CENTERLINE OF THE AFOREMENTIONED LAKE TAPPS PARKWAY EAST; THENCE SOUTH 59 01'12" WEST, ALONG SAID CENTERLINE, 605.29 FEET; THENCE NORTH 30'58'48" WEST 46.50 FEET TO THE NORTHWESTERLY MARGIN OF SAID LAKE TAPPS PARKWAY EAST AND THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,953.50 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 30'58'48" EAST; THENCE SOUTHWESTERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13'15'41" A DISTANCE OF 452.15 FEET; THENCE SOUTH 76'04'24" WEST 58.63 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1,950,50 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 15'59'59" EAST; THENCE WESTERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1015'55" A DISTANCE OF 349.46 FEET; THENCE NORTH 20'03'29" WEST 534.59 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 877.50 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 20'03'29" EAST; THENCE EASTERLY AND COUNTERCLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0254'30" A DISTANCE OF 44.54 FEET; THENCE NORTH 6702'01" EAST 992.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 35.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8977'13" A DISTANCE OF 54.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,566.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09 59'S2" A DISTANCE OF 447.90 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 135.00 FEET AND TO WHICH POINT A RADIAL BEARS NORTH 48'11'44" WEST; THENCE SOUTHWESTERLY AND COUNTERCLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52'38'12" A DISTANCE OF 124.02 FEET TO THE NORTHWESTERLY MARGIN OF THE AFOREMENTIONED PARKWAY; THENCE SOUTH 59'01'12" WEST 219.56 FEET ALONG SAID MARGIN TO THE POINT OF BEGINNING. 15 ACRE PARK at LAKELAND COVER SHEEP A PORTION OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON GENERAL CONSTRUCTION NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR 1S CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. 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. (CONTINUED ON SHEET 6) i 000 / Q.01 e / .00 IN -- ice•---'._ "" � .....-_" -�,�.I � � , � � , \ � `, r `l � - , i/r �'' ,. ` ` . � l S4. 't stir r GRADING OUANTITIES= CUT - 80,686 f C. Y. FILL - 30,876 t C. Y. NET - 49,810 t C.Y. (CUT) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, CUT OR FILL ADJUSTMENTS FACTORS APPLIED TO THEM AND WILL VARY DEPENDING ON THE SOIL CONDITIONS. ALGONACn z PACIFIC m _. . ,. ,nnn. I nn Q U U Q 3RD A VE SE 0 D KING _COUNTY s IE'RCE COON TY�,, 6Fjy 9� E m b EGEND 4 . �a PROPOSED SIDEWALK PROPOSED TRAILS SHEET INDEX PROPOSED ASPHALTIC PAVEMENT SHEET 1 COVER SHEET SHEET 2 G.O.E S.C. PLAN - PROPOSED CENTERLINE SHEET 3 CROSS SECTIONS SHEET 4 STIR DRAINAGE PROFILES - - - - - - - - - - - PROPOSED EASEMENT SHEET 5 SAWARY SEWER and WATER PLAN PROPOSED FLOWLINE SHEET 6 S4VTIYl1' SEWER PROFILE and NOTES PROPOSED SANITARY SEWER LINE SHEET Z PARKING LOT PAVING PLAN and HORIZONTAL CONTROL SHEET 8 INTERSECTION and NOTES and DETAILS PROPOSED STORM DRAIN LINE PROPOSED WATER LINE EXISTING PROPOSED @ Q TYPE 11 CATCH BASIN SITE DATA O ■ CATCH BASIN O 0 SANITARY SEWER MANHOLE SITE ADDRESS: INTX. LAKELAND HILLS WAY AND 69TH STREET S.E. O G ROOF DRAIN CLEAN OUT SITE AREA: 655,008E S.F. (15.04t ACRES) 1�9 I�I CROSS PARKING: 149 SPACES TEE TOTAL IMPERVIOUS COVERAGE: 142, 765t S.F. (3.28t AC) HORIZONTAL BEND AIR RELEASE VALVE UTILITIES: � 1 BLOW OFF WATER: CITY OF BONNEY LAKE Ak FIRE HYDRANT SEWER: CITY OF AUBURN �Q ►� GATE VALVE POWER: PUGET SOUND ENERGY TELEPHONE: U.S. WEST COMMUNICATIONS E9 Its WATER METER D ► REDUCER PLANNING/ARCHITECTURE: ® Q5 MONUMENT O • PROPERTY CORNER ARCHITECT THOMAS RENGSTORF and ASSOCIATES 0 30 SITE LIGHT ADDRESS 911 WESTERN AVE, SUITE 444 .ZATTLE, WASHINGTON 98104 ® JUNCTION BOX PH. # (206) 682- 7562 QX WATER CONSTRUCTION NOTE (2)STORM CONSTRUCTION NOTE ENGINEER/SURVEYOR= OX G.D.E.S.C. CONSTRUCTION NOTE APEX ENGINEERING, P.L.L.C. CROSSING CONSTRUCTION NOTE 2601 SOUTH 35th STREET, SUITE 200 TACOMA, WASHINGTON 98409 ATTN: JERRY WAKEFIELD PROPOSED FINISH GRADE CONTOUR PH•# (253) 473-4494 � - - - - -573- -- -- 5♦ 74.00 EXISTING GRADE CONTOUR TEMPORARY SWALE SPOT ELEVATION OWNER/DEVELOPER= EVERGREEN TUCCI PARTNERS, L.L.C. _ Tl'P RIP RAP (6" - 8" QUARRY SPALLS 1302 B PUYALLUP STREET SUMNER, WASHINGTON 98399 PER Y IOSID.NDETALEDEV A TTN: JAY BABCOCK OFF AUBURN -5 PH.# (253) 891-7995 FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL DEV - 6 ---- -�- IDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 Z N W AUBURN Lu LO w Q Y KJYQ COUNTY sF 9,c.. �S,� ST v P Yj 2A Y SE �w 0 Z 4mek ;c v U) COS 69 . Lgr�E TAPP S VICINITY MAP SCALE 1 " = 1 /4 MICE BENCHMARK BRASS MON. AT S.E. CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" ELEVATION = 100.42 (CITY OF AUBURN) ELEVATION = 100.049 (PIERCE COUNTY) T.B.M. t CENTER OF SANITARY SEWER MANHOLE LID 5'-NORTH AND 6' WEST OF INTERSECTION OF EVERGREEN WAY S.E. AND 58th PL. S.E. ELEVATION 572.50 (AUBURN) DATUM (NGVD29 vEFm NAD27 (CITY OF AUBURN) USGS (PIERCE COUNTY) PARCEL NUMBER- MNER TAPPS H Y. E. 062005- 4- 019 CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL 13E RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. , 7. INSTALL SANITARY SEWER SYSTEM. 8. INSTALL STORM SYSTEM. 9. INSTALL WATER SYSTEM. 10. INSTALL ALL OTHER UTILITIES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. , 13. PAVE SI TE. Q 14. VERIFY STABILIZATION OF SITE. R 15. CALL CITY OF AUBURN FOR SITE INSPECTION. OCHECK SID DETAIL IL DPER CITY 9 OF AUBURN A90[muMu CATCH BASIN INLET PROTECTION - s• 30.43 PROTECTION DURING GRADING SHALL NAME DATE IP TYP BE PER CITY OF AUBURN STD. DETAIL DEV - 7. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 8. CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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 DF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN. RECORD DRAWING CERTIFICATION THESE DRAWINGS jeONFORM TO THE CONTRACTOR' C TRUCTiON RECORDS BY: DA r D• O TITLE/POSITION �!► o S[,/ CONFIRMED BY CITY DATE: 0 EXPIRES: 11-07- 02 - PROJECT REF: FAC 01-0006 so of THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. oAe2� � so& DateAWc�. Ilat W� 3 0 0 n I �t I W W m m Q Q O O a N Y UJ K3 N iW— N c0 co N ti Q 2 (A, N ok: N In � N .= N � Y oU-) z N wQ' Q� X GRAPHIC SCALE ( IN FEET 1 inch = 40 ft. ti - � �� ,-" � it �'--___ � •`\' \-.�`'�` t l .. :17LIJiIJ,0mgImdME MiI11-mc STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' 'LAIN CONCRETE PIPE (<12"0) ASTM >3p C-14 ?EINFORCED CONCRETE PIPE (>12"0) >18^ ASTM C-76 DUCTILE IRON PIPE >6- 0 15 ACRE PARK at LAKELAND UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 589.40 SS 591.14 STM 1.74' THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS Y. 4 TE: TLE/POSITION: �NFIRIWFD R Y CITY -_ DATE: L/ANL.. I THESE PLANS ARE APPROVED FOR CONFORMANCE WITH FHE CITY OF AUBURN'S ENGINEERING DIVISION ZEQUIREMEN TS. 4pproved By: ko )ate ADDroved: 7 ) Z+lo r -- n EXPIRES: 11-07- p,'L w� 3 O O f � W W m � m Q 0 0 U U N "- P F 11 SZI z or, Z6 w 0 0 N 0 0 3 TJ �J En LO L0 N U) J Q Y c� CD cn LO N 0 V3 0 z Q J {JJ Y Q J P" v tx :t 570 d- N 610 600 - - -- 590 570 -A� cRoss sEc-no►v w v- Of cl- n (n m cn 15 ACRE PARK at LAKELAND CROSS SECTIONS A PORTION OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M., CITY OF AUBURN, PIERG COUNTY, WASHINGTON PAR& R Y LAKE TmpF s - ST"A: 46+78. 70 I� Mj O O cC coo �t N LC) coU 00 06 u07 O 06 00 c- I� O CN1� L Lq cp 00 N e- 40+00 41+00 42+00 43+00 44+00 45+00 46+00 570 KEYMAP CROSS SEC7M LOCATOR MAP SCALE 1" = 200' 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+UU z3+uu z0+uu z r tuv G.D.E.S.C. NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) 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 PERMI TTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FORM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL i TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. PF" s2I 3 Ar- 701 ADDITIONAL G D.E.S.C. NOTES 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 3. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. 4. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. CITY OF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 NOTE. ALL DAYLIGHT SLOPES ARE GRADED 0 2:1 MAX. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE GDESC PLAN. RECORD DRAWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. - DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: PROJECT REF: FAC# 01-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 1-1 Date Approved: 610 570 EXPIRES+ 11-07— 02. CL- �o W W m m Q U U � Q N Im V) 'AD 15 ACRE PARK at LAKELAND STORM DRAINAGE PROFILES A PORTION OF THE S.E. 114 OF SECTION 6, TOWNSFRP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY WASF0NGTON 610 RN = -jog.-" .5W7- .70 I.E. (N) 12" OUT = 5".99 5".9L 14. RT STA: 56+89.20, 184.36' RT RIM $17.72 RIM 512-7o I.E. (S) 12" IN 6MM EXISTING GRADE SEC B6 31 LF 12"0 D. 1. I.E. (N) 12m OOT 589.78 5194Z I.E. (E) 12" OtJT:= .5MA-5A3-9S C1317, 1; -�ilk -59+957D Da W83.58' R-T 6 RIM 59342: 59315 cm. TYPEN I STA: 58+67.Q4217.06' RT I.E. S) �W) 120 ItsCBO# 1 ITYPE TYPE I.E. 12" OUT i5� 691. 6% 56+76.04, 417.06' RT AIM= 597-78 5 . - l STA:57+32.20, 18&90. R� RIM '= 596. M 51W. so 59+60, q4 lw3 p RIM \ LE 'w! 590.18 6 A.E. (N) 12- OUT I.E.(E) 12* IN - 1W I.E. i6 IN 9510 )6+ ........... C8P. TYPE 2, 48* 0 STA: 59+ 20.00, 18J.58 RIM I.E. E) Ir IN = %9.24 5WtZ5 I.E. 5wr 1.2* IN = 689:24 I.E. N) 12* OUT -689.-2+ s ------ --- Wz FINAL GRADE 0 SEC N 3 4 -LF 12-0 LF 12*0 SD KEYMAP STORM PROFILE LOCATIONS SCALE 1" = 200' NAME JJL� DATE I EXPIRES, 11-07—W— RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR';S, �STRUCT97ORDS BY: T— DATEr:s'140 *4P3 felF. CC_j 4,10*�Oje 2e ee- TITLE/POSITION: 9-1 _ CONFIRMED BY CITY if - 2L DATE: (0-A-03 PROJECT REF. FAC I01-0006 vl/ 101 ?�L 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Dio" .5 sa Date Approved: 21MA21 - 0 -4F P F 1* -sz- I A W- 2G 0).() 166E I:\LAKELAND-SO\26116\WORK\PLTSHTS\26116SS.dwg Mon Jul 23 13:55:04 2001 B. ALLEN I: /LAKELAND-SO/26116/WYORK/PLOTSHTS/26116SS XREF's - 25175WRK,26116,26116BORDER,26116EG,26116,FG,26116HAT,26116SITE,26116WRK,26673WRK,26803WRK,57154WRL M D m Q D O rn wx rn m z ca cn z z m o C7 � < O� D Q Q D TI o o� �z .p. Nor 0n �D x zMONO 0z n D () or �M Z 0 rMr^ V, C� p CO ri m m M o Q N w C 2 z %U A rri fm7 n > O c-?m d maw O ~ Z 7 rri N p 'C rn=z co r.J m rri b rin O � a) N D Czi) a a c m �v z r'I � O m rrl� i z Cl) QQ z� a z m v 0 rri M 0 i r I �r �- i - / / t ! 1 L 1 / � i 11 ,Ile , `l i IJ �•",. � �,\ , _...,..: / .'r i � ,j ! i 1 1 � ! i "`, - : rr , i , �! ' f .....- ' . _..... . ,_ .��. , .. -...,�, .,..a.. + ,_._~ _. ., .... �~ ".T / � �'��A 4, 1 � =< 4 , {�� t, ,. ', `•.. //, � `/ ; Mai 9 , .. r , r 1 // r o F Fj M 2 �, rn N - I LO IV I� �Iz ` O o 8) -n cn I0 � o o a 5�' $ r�T � r� �, N�ER " a1� © TITLE 15 ACRE PARK at LAKELAND SANITARY SEWER A!� WATER PLAN Enqincariinq" 2601 South 35th, Suite 200 Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 REV NO REVISION DESCRIPTION SATE BY X # 3 PER CITY OF AUBURN REVIEW 7-23-01 B.A. CLIENT L EVERGREEN TUCCI PARTNERS, L.L.C. W2 B Puyallup St. Sumner, Wasl11 On 98399 Attn: .day Babcock PER CITY OF AUBURN REVIEW 7-17-01 JPW PER CITY OF AUl9�1RN REVIEW 6-4-01 M.W./J.E H w 0 O cu u� 0 0 3 cn Lo Cll J cr 0 0 i 0 z Q J lu Q J --f N Lo C_ Q z N CD Alt %l=- THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 2-INCH AIR & VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES. 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW RIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND FILM. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY TW CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICE LINES SHALL BE A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-1. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3 AND SIX-INCH PIPES TO HYDRANTS SHALL BE CLASS 53 DUCTILE IRON, 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 1E ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE INACCORDANCE WITH THE LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-5. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER LSBL-8 OR LSBL-9 AS APPLICABLE. 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER LAKELAND SOUTH - BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA MD-Yi (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-8. 23. WATER LINE CONSTRUCTION SHALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS. 25. TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP (IF APPLICABLE). SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC @ 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. 15 ACRE PARK at SANITARY SEWER and WATER PROFILES and NOTES A PORTION OF THE S.E.114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, GENERAL CONSTRUCTION NOTES WM., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON (CONTINUED FROM SHEET 1) 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION%SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRIC71ONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE C1TYS STANDARD DETAIL NO TRSP-1. 13. POWER, CABLE AND TELEPHONE LIARS SHALL 19E It A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SOR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS, GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY" SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. 570 KEYMAP SANITARY SEWER PROFILE LOCATION SCALE 1" T 200' STATIONW. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC C LICIT DS Y. DA : - D TITLE/POSITION: fr_4S9vy_ tt"k✓l c^&✓ CONFIRMED B Y Cl TY DATE: " lir- Z73 &NMUMV NAME�_DATE PROJECT REF: FAC #01-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. D SA Date Approved: I ..610 - - 600 590 570 EWIRES- 11-07-0;- W m mi s s Q .r D 0 L 3 3 IY L W z z 0 � � Z m m O to o 0 W ~ ~ tail W a a mco-nd �7 a-t� = r, o c rl 44 ®� u r- LO p7 n o N C _c 3--X y ot¢ (no �- -3:: o N O d O U oM Ln N U [] J Z --� _I cc cc W�y w CQcl) z CC Jcz QQo as a: 0 W NeWn Um�� cnJ N 3 C ` OC 0 a �� z uj z Cc w W V �ccR Q V to cc r W w Z J W F- J U DATE SEALED 7 - i a -oI WAk W A S� F t� A 18 79 F FGISTER� C�1 �70NAL EXPIRES- 1-31- PROJECT MANAGER JMWAKEFE LD Cal SF&Tr AL.L.EN DMWN S. ALLENJJ. WVEI3 C*4oC1® #A WEBER 9M a T 20 AFL R 5 E FILE NO y /ram-S12611t _ DATE 1124101 SCALE SHEET A OF -At FILE NO 26V6 LAKELAND-SO. PF r SL 1 6 or- ZG 02 0 16cq I:\LAKELAND-SO\26116\WORK\PLTSHTS\26116PKLT.dwg Tue Jul 17 11:15:49 2001 J. WEIS 1: AAKELAND-SO/26116/WORK/PLOTSHTS/26116PRLT XREF's - 26116,26116HA T, 26116 WRK, 26871 WRK, BORDER, St TE n m 13 0 ■e /` X, m ,I, Ik- ,OL'8 ,00'6 4 V1 � a n `�"» 2 a 3� C rn cr, 0 • Cj rn� r o� r c� W C z a ch m o d Z vi n o mxn CD m O CD � m n z�z m m .. �n z� co� zo zrn � 4 44 rm m rTj n z a 2 O � z a, z n, If IN W `r ONUVOSONVI --" )"MAXIS ,0*16 je- '00'6 - -- ,OL'8 4 ® - -i __ Cyr wr o z mo � z o QD o Co 2 N v1, g � �gn o, r- c 0 Z p � W Z C7;70 '00'S 9 v r O a 12 [� 0o co r^ o mCM �m o X V) CD m c� Zc o�:70 �W ov m m n ,00.6 OL'S a� � r - cn m 2 o� o m 91 rn � cn Z 0 ca C-+ rrn :F.. •--i 0 0® arm- oj c� o c: d co m z p M > QD w ©■ ME 01-1 Z u ►� o O � 0 LTJ 2 PER CITY OF AWM REVIEW 7-17-.01 JPW 1 PER CITY OF AUSM REVIEW 6-4-01 1M.W/jUE. 61% 00 cn w O O CU O m -d LID LO N rn U) rr rr O tD CD Cll O u') I a z Q J w ]C Q J 1-1 Y 00 00 N .1' V) to L� W C14 O - to N 3� \ N Y � OW q O COto \ N N INM WTH B.E. and PARKING LOT ENTRANCE SCALE 1 " = 10' NOTE: FOR ADDITIONAL WHEELCHAIR RAMPS REFER TO: C.O.A. STD. DETAIL STSW-4A C.O.A. STD. DETAIL STSW-48 15 ACRE PARK at LAKELAND INTERSCE710N AND NOTES and DETAILS A PORIION OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON nj6%Mf- L.,fgZ;; I hIL_ NOT TO SCALE CURB 2 1/2" (MIN) COMPACTED DEPTH ASPHA CONCRETE PAVEMENT CLASS "B" 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOPCOURSI COMPACTED SUBGRADE PARKING LOT PAVEMENT SECTION N. T. S. in" NOTE: SEE STANDARD SPECIFICATIONS FOR ANCHORING METHODS. TYPE 6 - CEMENT CONCRETE EXTRUDED CURB DETAIL REFER TO W.S.D.O.T. STD. PLAN: F-2b H YDROSEED (TYP.) N.T. S i � BERM WHERE NEEDED EXTRUDED CURB 5' 2' N. j� �\% _ 2l d °4 SIDEWALK TYPICAL DITCH DETAIL 10" SIDEWALK DETAIL N. T. S. N. T.S. 592 i T jr 4 t _ IN, fit It\ ...\ .•, _ _ mac........-- #" � / f ~^ t f +t( f t - 1 TE:_� . j lilt \\� tTFiQI� oo—OVT� VL 1711LJ. I y.. .. i f! t i r , ` r % \ '` .� �, \ �'._ \ ' *• \ F_. `, ; � ! %r l � ..,"ter � I � l� -f �f 1 - -�. � ,� .,,.• .� ; � � 1, � ,� , 'f � / , t j r 2 BERM TEMPORARY DITCH FROM PARK TO SEDIMENT POND SCALE 1" = 40' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION- CONFIRMED BY CITY DATE: PROJECT REF: FAC 1-0006/i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 0-� s4a Date Approved: i ?. 0I j1NEw wl EXPIRES: 11-07- pY W 1 3 � o Lu <t r3 0 U Q, N '^ O� U �(o(os OAK 0 0 un N m In Q Q 0 C 0 _ 3. cn T- W CD CU cn J Cr CD CID UD N 0 ch 0 w Q J H GENERAL NOTES 1 ALL CONDUITS SHALL BE 1.25 INCH SCHEDULE 80 PVC, EXCEPT WHERE NOTED. 2 ALL JUNCTION BOXES SHALL BE LABELED WITH "LT" ON THE GALVANIZED LID PER CITY OF AUBURN DETAIL SHEET TRSL-4. 3 STREET LIGHT POLES AND FIXTURES SHALL BE AS MANUFACTURED BY LSI LIGHTING SYSTEMS. THE POLES SHALL BE 35 FEET AND 25 FEET TALL AS SPECIFIED ON THE PLAN SHEETS. THE FIXTURE SHALL BE 400 WATTS AND 150 WATTS AS SPECIFIED ON THE PLAN SHEETS. COLOR OF POLE AND FIXTURE SHALL BE BRONZE WITH A DARK GREEN STRIPE ON THE FIXTURE FOR ACCENTS. 4 ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT CITY OF AUBURN / WASHINGTON STATE DEPARTMENT OF TRANSPORTATION / APWA SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND NATIONAL ELECTRICAL CODE AS APPLICABLE UNLESS OTHERWISE SPECIFIED. IN CASES OF CONFLICT THE MOST STRINGENT GUIDELINES SHALL APPLY. WHEN THE MOST STRINGENT GUIDELINES ARE UNCLEAR, THE DIRECTOR OF PUBLIC WORKS SHALL MAKE THE FINAL DETERMINATION. 5 ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORTH BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. 6 PUGET SOUND ENERGY TO DETERMINE THE BEST TRANSFORMER TO CONNECT THE SERVICE PANEL TO INSIDE THE RESTROOM FACILITY. INSTALL TWO TYPE 1 GALVANIZED JUNCTION BOXES OUTSIDE THE RESTROOM FACILITY FOR FUTURE ACCESS INTO THE BUILDING. 7 PARKING LOT POWER SHALL COME FROM PANEL LOCATED INSIDE THE CONCESSION STAND STORAGE ROOM. ELECTRICAL PANEL SHALL BE 200 AMP. PHOTOCELL MOUNTED ON THE TOP OF THE BUILDING FOR THE PARKING LOT FIXTURES. A TIME CLOCK SHALL BE INSTALLED TO CONTROL PARKING LOT LIGHTING. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. Le end Iw— Q o 0 0 a a Q EXISTING 1201240 VAC SERVICE CABINET PER z v o CITY OF AUBURN SPECIFICATIONS V) <t w a- w w _ DECORATIVE LUMINAIRE ® TYPE 1 ,FUNCTION BOX EXISTING CITY OF AUBURN STREET LIGHT STANDARD z 0 ® NEW 1201240 VAC SERVICE CABINET PER p o- CITY OF AUBURN SPECIFICATIONS N af C) > w w w 0 ....... _. _ _ __ _ _ _---- -.--. _-. -- _ -.- - _ ,___ i 69TH STREET SE1, •y i C o"R 1 INSTALL CONDUIT TO PSE POWER POINT 200 AMP MAIN ELECTRICAL PANEL 97H O RAWCH CIRCUITS FOR PARKING LOT LIGHTING AND RESTROOM WIRING. PHOTOCELL TO BE MOUNTED ON BUILDING WITH TIME CLOCK. INSTALL 2" AND 3" PVC CONDUIT TO TYRE 2 JUNCTION BOX FROM SERVICE PANEL. �l CONDUIT & WIRE SCHEDULE RUN CONDUIT SIZE WIRE COMMENTS 2 - #8 1 1.25" PVC 1- #8 GRD 44$ 2 1.25" PVC 2 - #8 GRD 3 3" PVC 3 - #210 POWER FOR SERVICE INTO RESTROOMS AND FOR PARKING LOT LIGHTING * ALL CONDUITS SHALL BE SCHEDULE 80 PVC, UNLESS CONDUITS CROSS ROADWAYS t LUMINAIRE SCHEDULE POLE NUMBER STATION SERVICE / CIRCUIT WATTAGE POLE TYPE HEIGHT ARM LENGTH L1 56+28 9V RT * 1 400 RD STEEL 35 FT TOP L2 57+52 91' RT * 1 400 RD STEEL 35 FT TOP L3 58+72 91' RT * 1 400 RD STEEL 35 FT TOP L4 60+02 94' RT * 1 400 RD STEEL 35 FT TOP L5 60+01 192' RT * 1 400 RD STEEL 35 FT TOP L6 58+72 189' RT * 2 400 RD STEEL 35 FT TOP L7 57+50 190' RT * 2 400 RD STEEL 35 FT TOP L8 56+2$ 190' RT * 2 400 RD STEEL 35 FT TOP L9 55+22 150' RT * 3 150 RD STEEL 25 FT TOP L10 57+71, 318' RT* 3 150 RD STEEL 25 FT TOP L11 58+52 248' RT* 3 150 RD STEEL 25 FT TOP L12 56+91 248' RT* 3 150 RD STEEL 1 25 FT L TOP * STATIONS AND OFFSETS TAKEN FROM 69TH STREET S.E. ----- - T6.- --- l RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC #01-0006 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 000 '' Approved By: 06y� s Date Approved: 7 416&( m w Q o I 0 z -v 44jj or Q a. .. ap otWj N � w � r- ®Lj- QN 1). . OF M ` 1I, 33749 �ow� GISTEg �sSIONAL EXPIRES 12/10/07 U z � Q Q J L% M Z Z Q CJ ti- Go W m Cq o ui -< a U o = w z � � d O c N U J < " N o In W J Ca w N r� LLJ M co K) ME o M f_ N O t— SCALE: I NCH - 30 FEET DATE: 02 20,101 DRAWING NUMBER 15 ACRE PARK c t LAKELAND APEX JOB N0. 26116 SHEET —El OF E1 Fr 0 SL 1 `) or 26 j y 7 ---- ------ j 77�_�T ------------- jf �i 7 711 7� I I I y------ j - W,.L 7 A"o Its t tr 5 I J I ji low; - ------ r596 News • • N-1 T 1,00 t k, r c� T kF' - ------- ------ "�5 "y 7 ......... .. 5=9 4 - ------- Poo _7 1. - --------- -------- -- Y(, �O • 7; 4 Y y\s \A if 7 - -- ------ - 10% _7 7-01 5 --- - -------- X� - ------ --- ----------- . .... .... -- ----- --- T_ . ... ....... 77 ................ . . .. .. ... . ............................. 77f.. w RECORD DRAWING CER71FICATWN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECMDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF: FAC 101 - 0006 THESE PLANS CONFORM WITH THE CITY OF AUBURN'S PARKS ARTMENT MINIMUM REQUIRE Approved By. ,AMd-7 Date Approve.- THOMAS RFNGff1)0ftF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHIIINGUTON REGISTERED LANDSCAPE AROVIECT /Low P 400 fflw., I - zx3mm 1 THOMAS V. VIDW57W CERTIFICATE NO. 298 PROJECT TITLE LA LAM 15ACRE PARK AUBURN, WA SHEET TITLE PROJECT SHEET ]KEY No. DATE REVISION BY A4M.01 CITY COMMENTS - FJ ENITRE SHEET �510_1 CrryCOMMENTS-�i� ENITRE SHEET 6/1M Cffy CONFIENTS N" 4A3 F29TRE SHEET A A A A DATE SEPTENDW 2000 DESIGNED DRAWN CHECKED SCALE TRA No. CAD FILE Pi FJ 'fR 1"=40'-O" 2029 2029LO9 PROJECT 15 ACRE IPASK 11 1 11 1 OF 17 ?F- 11 S? 1 / o of b C>10 1(oc? �s i vetI& M-4q ri�"dv�•�ur�JL:1. �1 i '... J'f• / •. �• • ' '• �N� I '�OV%��'��I��I��.J L�J��I�� •��.j•�'�.J ' i'�L�J� 1, ' O I , F,• ''F. i ' ; I , � '`� " • • ' � • { , • • I . :. ,�' �; �,• - it � . 4 NOTE...:H.YD'RO5EED ALL J; r' ' ``• ; ` r ; ' �` '- r' D.f S TUBBED' AREA. ;. J + , o= . ; NOTE: l,> -ALL TREES AF£ tP BE ,PL. ANTEC) •A MINIMUM OF ti r f .ETfR6M ALL W4ARD6CAPFE. y 1 I i? l I r 4 r r t f l r,' ' i I t : \ ' l •- .. 1 t Ij , I r ,.1 I r 1 s , t • S4 � 1 r. VAL r � i x *! i frs / Ile IL* ;. \ _ Y. - IL '• X YL IL IL x K � \ �� yr. K x �.- __ \ ' . \' • • .._ - �� • IL _ 1< , xlk IL 0 '05 WIN .0 m MATCHLINE: SEE SHEET L1.2 PLANTING PLAN SCALE: V = 20'-0" FIVOWNEWE'VES.- mm-MIK-mm-m4mm. if m a RECORD DRAVANG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CO*lRMED BY CITY DATE: PROJECT REF: FAC / 01—M THESE PLANS CON TH THE CITY TY OF AUBURN'S PARKS EP ENT MINIMUM REQUIRE E Approved By. Date Approve llW0KMRLNGffQW AND ASSOCIATZ8 LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE„ SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 %�C1(11166� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT �IF THOMAS Y. P&ftTCW CERTIFICATE NO. 296 PROJECT TITLE 15 ACRE IA1K Ali, WA SHEET TITLE PLAN PLANIMWs Hm DATE REVISION BY 4/30101 REVISE PLANTIN6'3 MIK 611I AA ENTIRE SHEET REVISEPLANT W OW CITY CONIN ENTS, ENTMB DATE FEBUARY 2000 DESIGNED TIC DRAWN BC CHECKED TR SCALE 1'--20'4' TRA No. 2029 i CAD FILE 2029S-1.0 PROJECT LAICELAND 15 ACRE PARK SHEET No. L1.0 SHEET 2 OF 18 ?j- * I I I Of ZG 010 166 � f;REFEf;R TO LA<ELANE) LINEA� f=AfR< FH45E 21 SHEET L-1.2 F0f;R FLANTINCz; INF0 1 AT ION ALONC; f=fPOf=05E1D LA<ELANE) H ILL5 WA�' 5ETUJEEN THE CL�ANC UJAL<INC; FATH, LLS ID Hi Ali At &E-L 0**-7 l' 1 F ,1J1 iv= I t { i j i - I. , I 1 { 4._ I ? { { { II � rl. I I I 3 , I { I `Oo ? I via prRUN � 61- PLANTING PLAN SCALE: 1" = 20'-0" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO W CONTRACTOR'S CONSTRUCTION REMDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 1 01-0006 THESE PLANS CON^ WITH THE CITY OF AUBURN'S PARKS EP TMENT MINIMUM REQUIRE E Approved By. Date Approv % O THOMAS RENGSTORF AND ASSOCUTLS LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITEI kill" IRN AVE., SEATMi IRO M1 PHONE: P) =2-7562 FAX: (3@%ftAY1 ad�nc\ STATE OF WASHINGTON R£QSTLIW LANDSCAPE AROVIECT Al THOMAS V. RodFlow CERTIFICATE NO. 296 PROJECT TITLE LAKELAND 15 ACRE PARK ADM MK WA SHEET TITLE PLANTM PLAN No. DATE REVISION BY / , \ 4130101 REVISE PLANTING MIK 3 6/110, ENTIRE SHEET REVISE.PLANITNG UK CITY COMMENTS, ENTIRE SHEET L'� DATE FEBUARY 2000 D61110M BC CRANW4 BC _ Chi TR SCALE 1"=20'-0" IWAN CAD FN.E ]R'�.1.1 PROJECT i A:KE:T ANTI 15 ACRZPARK SHEET No. L1.1 �F SZI lZ or- ?_b SHEET 3 OF 17 vs-v 1bt7o ,I P. 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SPACING ® ACER RUBRUM 'RED SUNSET' SUNSET RED MAPLE 2 1/2" CALIPER; B&B; MATCHED AS SHOWN CERCIDIPHYLLUM JAPONICUM KATSURA TREE 2 1/2" CALIPER; B&B; SPECIMEN; FULL AS SHOWN V CRATAEGUS CRUS-GALLI "INERMIS' THORNLESS COCKSPUR THORN 2 1/2" CALIPER; B&B AS SHOWN FAGUS SYLVATICA EUROPEAN BEECH 2 1/2" CALIPER; B&B; MATCHED; FULL AS SHOWN _ AXINUS LATIFOLIA OREGON ASH 2 1/2" CALIPER; B&S; FULL AS SHOWN • ACER RUBRUM 'OCTOBER GLORY' SCARLET MAPLE 2 1/2" CALIPER; B&B; FULL AS SHOWN 0 PLANTANUS ACERIFOLIA LONDON PLANE TREE 2 1/2" CALIPER; B&B AS SHOWN i PYRUS CALLERYANA 'CHANTICLEER' ORNAMENTAL FLOWERING PEAR 2 1/2" CALIPER; B&B; STREET TREE QUALITY; FULL AS SHOWN QUERCUS COCCINEA SCARLET OAK 2 1/2" CALIPER; B&B; SPECIMEN; FULL AS SHOWN STYRAX JAPONICUS JAPANESE SNOWBELL 1 3/4" CALIPER; MULTI -STEMMED AS SHOWN TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 2 1/2' CALIPER; B&B; SPECIMEN; FULL AS SHOWN ZELKOVA SERRATA GREEN VASE ZELKOVA 2 1/2" CALIPER; B&B; SPECIMEN; FULL AS SHOWN f * % % X % % * % % % x „%._.,_.y~ * [7. -4 p 1� -- y� -* % % K - % .lit ._�_ * * % X - �f ........* IL T1l VL QA -1 A % * * % * y _, * x'--y�,_.-- * * %-._ ,_-f___ Y` _*-_ - % -t - � % - % * * , n�--- % --- V6 IF % * 710 it _ * * %-A% '� * * * % * * * x * x * .;�_%.. - % w _*_,ri % w^_�'` ;� *-" ,� -.-I%.'_ 'V'-- %._YL % %"" '*_If-*__*_ %�* x-*,_ % ' %--.*___* .._7_` * * * * %-7► - ,� . I . 11 % * * *A * * _ - I AL __ IL iv _-, YL * _ ---*- - ,$ IL * -A- ., 10 *___ 1. ,t_l� _ qA ___._.*_ IF It % -* - x * *' _ % IL IL � % _-� -aL� _ - _ % % % ---% - % * * - . 1 - :::::::L___i__`_``______��_ , � 1` _^_, _ �---- _ r CALOCEDRUS DECURRENS INCENSE CEDAR 6-8' HT.; B&B; SPECIMEN; FULL CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6-8' HT.; B&B; SPECIMEN; FULL THUJA PLICATA WESTERN RED CEDAR 6-8' HT.; B&B; SPECIMEN; FULL PINUS CONTORTA SHORE PINE 6-8' HT.; B&B; SPECIMEN; FULL PSEUDOTSUGA MENZIESII DOUGLAS FIR 6-8' HT,; B&B; SPECIMEN; FULL Q SEQUOIA SEMPERVIRENS 0 SEQUOIADENDRON GIGANTEUM *CALIPER MEASURED 6" ABOVE GRADE SHR S AS ABELIA X GRANDIFLORA 'FRANCIS MASON' A ARBUTUS UNEDO 'COMPACTA' BD BERBERIS DARWINII BV BERBERIS VERRUCULOSA CP CORYLOPSIS PAUCIFLORA c CISTUS PURPUREUS �-�E EUONYMUS ALATUS HAMAMELLIS MOLDS ��I ILEX CRENATA 'GREEN ISLAND' OSMANTHUS DELAVAYI ©Pi PIERUS JAPONICA PRUNUS LAUROCERASUS 'OTTO LUYKEN' PRUNUS LUSITANICA R R. CILIATUM X R. MOUPINENSE R (R. NANCY EVANS x LEM'S CAMEO) x SKIPPER R ROSA RUGOSA SN SPIRAEA NIPPONICA TOSAENSIS 'SNOWMOUND' ® VIBURNUM DAVIDII Vo VIBURNUM OPULUS UNDERSTORY PLANTINGS FOR CONIFER BEDS** H HOLODISCUS DISCOLOR H HYDRANGEA QUERCIFOLIA M MAHONIA AQUIFOLIUM OC OEMLERIA CERASIFORMIS POLYSTICHUM MUNITUM SYMPHORICARPOS ALBUS V VACCINIUM OVATUM COAST REDWOOD GIANT SEQUOIA VARIEGATED DWARF ABELIA COMPACT STRAWBERRY TREE DARWIN BARBERRY WARTY BARBERRY BUTTERCUP WINTERHAZEL ORCHID ROCKROSE BURNING BUSH CHINESE WITCH HAZEL GREEN ISLAND JAPANESE HOLLY DELAVAY OSMANTHUS JAPANESE ANDROMEDA OTTO LUYKEN LAUREL PORTUGAL LAUREL RHODODENDRON CILPINENSE HORIZON LAKESIDE RHODODENDRON RUGOSA ROSE - MIXED COLORS SNOWMOUND SPIRAEA DAVID'S VIBURNUM EUROPEAN CRANBERRY BUSH OCEAN SPRAY OAKLEAF HYDRANGEA OREGON GRAPE CASCADE OREGON GRAPE INDIAN PLUM SWORD FERN SNOWBERRY EVERGREEN HUCKLEBERRY 6-8' HT.; B&B; SPECIMEN; FULL 6-8' HT.; B&B; SPECIMEN; FULL 5 GALLON; CONTAINER; FULL 5 GALLON; CONTAINER; FULL 5 GALLON; CONTAINER; FULL 3 GALLON; CONTAINER; FULL 5 GALLON CONTAINER; FULL 2 GALLON; FULL 5 GALLON; CONTAINER; FULL 5 GALLON CONTAINER, FULL 3 GALLON; CONTAINER; FULL 5 GALLON CONTAINER; FULL NATIVE PLANT NURSERIES: * � *' +" BARCLAY'S LOW GROWTH SEED MIX 5 GALLON CONTAINER; FULL * ` * " rt * GRASS MIX AND APPLICATION AS PER SPECIFICATIONS 1. FOURTH CORNER NURSERIES: TEL. 360-592-2250 3 GALLON CONTAINER; FULL * * " * 2. STORM LAKE GROWERS, INC.: TEL. 360-794-4842 5 GALLON CONTAINER; FULL 24" B&B; OR 3 GALLON 5 GALLON CONTAINER; FULL;YELLOW w/ PINK, MID -MAY 2 GALLON CONTAINER; FULL 2 GALLON; FULL 2 GALLON CONTAINER; FULL 5 GALLON CONTAINER; FULL 2 GALLON CONTAINER 5 GALLON CONTAINER; FULL 1 GALLON CONTAINER 1 GALLON CONTAINER 2 GALLON CONTAINER 1 GALLON CONTAINER B.R. 24" HEIGHT OR 1 GALLON CONTAINER B.R. 24" HEIGHT OR 1 GALLON CONTAINER Gm 2 GALLON; FULL B.R. 24' HT. OR 1 GALLON CONTAINER B.R. 18-36' HEIGHT B.R. 18-36" HEIGHT B.R, 18-36' HEIGHT OR 1 GALLON CONTAINER B.R. 24" HEIGHT OR 1 GALLON CONTAINER B.R, 13-36" HEIGHT OR 1 GALLON CONTAINER B.R. 24" HEIGHT OR i GALLON CONTAINER 1 GALLON CONTAINER; 24" O.C. TRIANGULAR SPACING 4" POTS: 18" O.C. TRIANGULAR SPACING SHRU S ON SLOPES** n AS SHOWN CISTUS PURPUREUS ORCHID ROCKROSE M MAHONIA AQUIFOLIUM OREGON GRAPE RG RHUS GLABRA SMOOTH SUMAC AS SHOWN Ri RIBES CEREUM ® WAX CURRANT ROSA NUTKANA NOOTKA ROSE R0RUGROSA RUGOSA OSA ROSE AS SHOWN RP ROSA PISOCARPA PEAFRUIT ROSE S SYMPHORICARPOS ALBUS SNOWBERRY AS SHOWN **BARE ROOT MATERIAL GENERALLY AVAILABLE DECEMBER THROUGH APRIL CISTUS HYBRIDUS WHITE ROCKROSE AS SHOWN FRAGARIA CHILOENSIS BARREN STRAWBERRY AS SHOWN ALTERNATE PLANT TYPES 60% ARCTOSTOPHYLOS URVA-URSI KINNIKINNIK AS SHOWN 40% FRAGARIA CHILOENSIS BARREN STRAWBERRY GROUP BY PLANT TYPES IN DRIFTS OF 7, 9 OR 11 PLANTS 33% POLYSTICHUM MUNITUM SWORD FERN 33% ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 33% MAHONIA REPENS CREEPING MAHONIA GROUP BY SPECIES IN DRIFTS OF 7, 9 OR 11 PLANTS 50% ERICA CINEREA 'ATROPURPUREA' PURPLE BELL HEATH 50% ERICA X DARLEYENSIS 'MEDITERRANEAN PINK' MEDITERRANEAN PINK HEATH HYDROSEED L.. GRASS MIX AS PER SPECIFICATIONS RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: 4" POTS; 24" O.C. TRIANGULAR SPACING 4" POTS; 18' O.C. TRIANGULAR SPACING 1 GALLON CONTAINER; 24" O.C, TRIANGULAR SPACING 1 GALLON CONTAINER; 24' O.C. TRIANGULAR SPACING 1 GALLON CONTAINER; 24" O.C. TRIANGULAR SPACING 1 GALLON CONTAINER; 30' O.C. TRIANGULAR SPACING 1 GALLON CONTAINER; 30" O.C. TRIANGULAR SPACING PROJECT REF: THESE PLANS CO AUBURN'S PARKS MINIMUM REQUIRE Approved By. Date Approvef FAC # 01-0006 EHN THE CITY OFT J . ! 1.11 %., a LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444, 911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT we V THOMAS V. R GSTORF CERTIFICATE NO. 298 PROJECT TITLE LAKELAND IS ACRE PARK WA SHEET TITLE PLANTING FLAN AND LEGEND No.DATE REVISION BY r , \ 4/30/01 REVISE PLANTING NGK �� /3\ 611101 ENTIRE SHEET REVIM R AWMG KK CITY COMM EN'P L BYRE SHEET 4L), — A DATE SEPTEMBER 2000 DESIGNED BC DRAWN Be CHECKED TR SCALE 1}-20-0" TRA No. m CAD FILE 2029L1.2 PROJECT LAKELAND 15 ACRE PARK SHEET No. SE"T 4 OW 17 !Pr" Szl 13 or- Z6 O)� 0 1664d REFER TO LA<ELAND LINEAR f=AfR< F4AeE 2/ SSE ET L-1.2 FOR FLANT ING INFORi IATION ALONG FIROf=06EID LA<ELAND �ILLe WA'' 5ETWEEN TEE CUfR5 AND UJAL<ING FAT�, Ilk* i ...... grz c c HYDROSEED 5ARCLA .'S.LOUJ Y •alk>0UJT.H". SEEP M. IXTHROUGHOUT-' QQV/ -6HRU5 AND TREE- AREAS 1. o/ 88 -- -------- __r IL .............. A110� - ------ IL PDX 3L IL it VL IL I __,, - i V6 IL IL It IL ioL 1�--- IL 19 VL IL IL IL OL IL _4 IL VL iL IL IL IAL — — ----- VL IL J7- 'A IL It _40L, IL * T. - * * - L 'L H IL IL IL 7_ _VL._ it 't ------ IL ,��Jjj - ---- - w VL VL IL -!L IL L OL . ..... VL 'A IL IL Y. - IL VL ----- A IL IL IL VL VL 11111 A— IL IL AL IL 'A �L L """ - VL A- 'VL-� - -A � ___ � VL__� - - - -, 1 , 1� 'A IL ,L Y., J: --lL IL VL IL --*--- VL IL IL IL IL lisp IL ILx x 'IL IL Y. IL IL It IL ------ It- IL it IL 'A IL Lw IL IL Y. Y. IL -_ _% 'A .0L lk IL IL IL PLACE BARK RINGS AROUND ALL TREES 4 SHRUBS_ RECOILDRAWNG CERTFICA" THESE DRAWOM CONRM TO THE CONTRACTOR'S CONSWklCf10W RECOILS BY. DATE. TITLE/"TM: CONRRMED BY CITY DATE: PRMCT REF. FAC 101-0006 THESE PLANS CONFORM NTH THE CITY OF AUBURN'S PARKS DEPARTMENT UNN" RE Approved By. Date Approve �o NEI M I.ApamocAft ANCAwroc7um WMFI.&Temw UzzoAmmom %M 444. M I VIIII Mt, 8UTA& VR I PHONE: OW 081 FAX OW 481 !ffAlt OF WASWWT(W REGISTERED LANDSCAPE ARCHITECT 1A o —1*4 THMAS V. RE?OWMW CERIWATE OW 2W 15 ACRE PARK AUZWW WA SHMTME PLANTING PLAN H& DAM lemms rf A4/3MI REV= PLANTM bM #/M XWWRANIM Inc crry cow jqw-m on" A A A A A A GATE DESK*MD RC DRAWN CHECKM 9CJ*" MA No. CAD WE pp%OjIECT LAKELAND 15 ACRA PARK SHEET No. 9F=T 5 OF 17 ? -r I'- 's 2-) )4 0( 7 6 016 1668 12 GA GJYNG WIRES 2 STRAND TWIST 1/2' DIA BLACK RUBBER HOSE LOCATE HALFWAY UP TREE FERTILIZER - PLACE PRIOR TO BARK MULCH APPLICATION. 2" BARK MULCH FORM SAUCER WITH 3' C40WNJOW RIM PLANT SO THAT TOP OF RODT BALL IS 61-16A I-Y ABOVE THE FINISHED GRADE. TYPICALLY I' CUT AND REMOVE ALL WRAPPING AND BURLAP FROM TOP HALF OF BALL WATER 4 TAMP POCKETS TO REMOVE AIR SEE SPECIFIED PLANTING MIX. 3' TAMPED TOPSOIL SCARIFY TO 4" DEPTH (3)08 REBAR STAKES DRIVE (MIN T) FIRMLY NTO SUBGRADE PRIOR TO BACKFILLNG 2 STRAND TWISTED 12 GUAGE GAL. WIRE ENCASED N 2' DIA, RIBBER HOSE / 60" MIN. Existinc/ / I Flax HE IGHT � Grade EVERGREEN TREE PLANTING DETAIL NOT TO SCALE Berm \ \ Plant Mukh - Depth = 2" or as 5pecined \\\\\ \•\••.\•\•\.\\•\• / Mixed Native SPWIll Plantmg On Level Garacle Plantin Mulch - Depth=2" or as SpeciFled �j 2TNR .,t • I'hlh, \\\\\\\ \\\\\\\\\\\\\\\\ Mbced Native Backfill ::::::: •••••\••••\•••\\ Material Planting On A Slops SHRUB PLANTING DETAIL NOT TO SCALE SF'RE AD (3)08 FEW STAKES DRIVE (1'RI 2,) FAY INTO %8SRADE PRIOR TO BACKFILLWs STAKE ABOVE FIRST BRANCHES OR A$ NECESSARY FOR FIRM SUPPORT 2 STRAND TWISTED 12 GUAGE GAL. WIRE ENCASED N 2" DIA. RIBBER HOSE PLANT SO TWAT TOP OF ROOT BALL IS SLIGHTLY ABOVE THE FINISHED GRADE. TYPICALLY F HIGHER FERTILIZER - PLACE PRIOR TO BAW, MULCH APPLICATION. BARK MULCH - 2' LAYER FEATHER TO TREE 7MW FORM SAUCER OTH Y CONTINUCUS RIM DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 1) % REBAR STAKE )RIVE ( MIN 24') FWLY JTO SlB-GRADE PRIM O BACKFILLINa. /4" DIA KACK 1 fI1111111111110R ME. PLACE 011111111111111111110 A PWM MK MOVE LATEIIW W VMK ATTACIW 0 R)6ELRR STAG ET PLANT 50 THAT PPRVWW d111111011ICs .EVEL IS SLIGHTLY AWW fA IltW GRADE. ERTILIZER - PLACE F"M TO DOW 'ZILCH APPLICATION. MIRK MULCH - 2' LAYER FATHER TO TREE TRW FINISH GRADE. °EEL BURLAP BACK FROM TOP Mti OF I1 M BALL AFTER %ALIMA rr11111111111L 1WWVE Mf At 11l1mc) NIE AP COMPLETELY. IACIGILL SOIL (TW0FA0UC4 LY WATER $ACKFILL SOIL AFTER PLANTING)_ :OMPACTED BACKFILL 501L LARGE SHRUB PLANTING DETAIL NOT TO SCALE LANDSCAPE PLANTING NOTES: 1. LANDSCAPE CONTRACTOR WILL VERIFY SITE CONDITIONS FOR GRADE, SHAPE, AND LAYOUT PRIOR TO STARTING WORK NOTIFY PARKS DEPARTMENT OF MODIFICATIONS PRIOR TO CONSTRUCTION. 2. LANDSCAPE CONTRACTORS SHALL MAINTAIN ALL LANDSCAPE AREAS UNTIL FINAL APPROVAL AND ACCEPTANCE BY PARKS DEPARTMENT_ 3. ALL TREE AND SHRUB MATERIAL SHALL BE GUARANTEED FOR ONE (1) FULL GROWING SEASON FROM THE DATE OF ACCEPTANCE BY PARKS DEPARTMENT. ALL PLANTS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM TO NORMAL LANDSCAPE INDUSTRY STANDARDS. ALL NURSERY GROWN PLANTS SHALL BE CONTAINERIZED OR BALLED 4 E5URLAPPED. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE OF DEFECTS, DISEASES AND ALL FORMS OF INFESTATION. CONTRACTOR WILL BE RESPONSIBLE FOR WATERING ALL NEWLY INSTALLED PLANT MATERIALS TO ENSURE SURVIVABILITY 4. TOPSOIL SHALL BE USED FOR PLANTING PIT 5ACiGF1LL FOR ALL TREES AND SHRUBS, TOPSOIL SHALL BE 3 WAY MIX FROM PACIFIC TOPSOIL OR APPROVED EOUIVALENT. SPFWA C> TOPSOIL AS FOLLOWS: 4 INCHES IN LAWN AREAS 4 8 INCHES IN PLANTING BEDS. EXCAVATE CIRCULAR PLANT PITS WITH VERTICAL SIDES AND INSTALL PLANTS AS SHOWN ON THE PLANTING DETAILS. EXISTING SITE SOILS TO BE USED WITH APPROVED TOPSOIL FOR BACKFILLING PLANT MATERIAL, MIX RATIO 50% SITE, 50% IMPORTED TOPSOIL 5, CROWN OF PLANTS SHALL BE SL*44TLY ABOVE, AFTER SETTLING,THAN THE ADJACENT GRADE. APPROX. I" HIGHER ro. ALL TREES AND 61-111 ,156 SHALL BE TOP DRESSED WITH "OSMOCOTE" 04-14-14) OR APPROVED EQUAL PER MANUFACTURERS SPECIFICATIONS. 1. TREE AND SHRUB PLANTING PITS SHALL BE 2 TIMES THE DIAMETER AND 1 1/2 TIMES THE DEPTH OF THE ROOTBALL. 8, FINISH GRADE SHALL BE 6" MINIMUM BELOW BUILDING FINISH FLOOR ELEVATION. (ADJACENT TO BUILDING SLABS) 'B. FINISH GRADE SHALL BE 1/2" BELOW FINISH PAVING SURFACE IN ADJACENT LAWN AREAS AND 1" IN SHRUB AREAS. 10. RETAIN POSITIVE DRAINAGE, MAXIMUM 3:1 SLOPE, AWAY FROM ALL TREES AND BUILDINGS. 11, CONTACT PARKS DEPARTMENT REGARDING ALL SITE CHANGES AND ALTERNATIVES. 12. ALL SHR,IB AND GROUNDCOVER AREAS SHALL RECEIVE (2") TWO INCHES OF PACPC TOPSOIL COMP MULCH. 13. SEED AND SOD LAWNS WITH APPROVED MIXTURE SEE BELOW: APPLICATION RATE: -61-58 PER 1000 SF. SEED DISTURBED AREAS AS NOTED WITH APPROPRIATE HYDOSEED MIX. (SEE BELOW) LAWN SEED: 40% CREEPING RED FESCUE, 60% PENNFINE RYEGREASS 14. FERTILIZE LAWNS WITH LILY MILLER "ROYAL GREEN" OPTIMUM SOIL SUPPLEMENT AND (12-4-5) CONTROLLED RELEASE GRANULAR FORM WITH 50•0/o NITROGEN FROM OF INSTALLATION. 15. STAKING OF ALL TREE LOCATIONS, TO BE APPROVED BY PARKS DEPARTMENT REPRESENTATIVE PRIOR TO PLANTING. -o 0 0 0- 0 0- /0 PLANT SPACING CHART Distance (X) as Specified in the plant table 2" BARK MULCH FORM SAUCER WITH 3" CONTINUOUS RIM CUT AND REMOVE ALL WRAPPING AND BURLAP FROM TOP HALF OF BALL. WATER E TAMP POCKETS TO REMOVE AIR SEE SPECIFIED PLANTING MIX. 3" TAMPED TOPSOIL SCARIFY TO 4" DEPTH SHRUB PLANTING DETAIL NOT TO SCALE PROJECT REF: FAC # 01-0006 THESE PLANS CONFORM WITH THE CITY OF AUBURN'S PARKS TMENT MINIMUM REQUIR E Approved B . � - C/ Date Approve . 1 PLANTING DETAILS NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TTTLEPOSITTON: CONFIRMED BY CITY DATE: THOMAS R,ENGSTORF AND ASSOCIATES LANDSCAPE ARCMTECTURE SITE PLANNING URBAN DESIGN SUITE 444, 911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 6824721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. Pdftymr CERTIFICATE NO. 298 PROJECT nnz I.�k�.PiND 15ACRE PARK AUBURN, WA SHEET TITLE PLA MA" No. DATE REVISION BY /A --- A A A DATE FEBUARY 2001 DESIGNED BC DRAWN BC CHECKED TR SCALE NO SCALE TRA No. 2029 CAD FILE 2029L1.4 PROJECT LAKELAND 15 ACRE PARK SHEET No. r Sfl�"I' 6 (W 1'f pF Ik SLI lS OF 26 U . Q 166S 592 J I (*NEI�AL CgNTRACTOR ,+o C TE ITW(THE GITY,, OF 0d1:111MR, j, f5t)R TAE INSTALLATION OF TWO (2") 1 IGATIWATERMETERS. � ERIFY' LOi4,ATIOr t4ETERS' WITH T*4E CITT OF A0119101* 4 LANDSCAPE /1ARCh4ITECt PCf4 RI(�R TO,JEXCAtVATIOI*' 1" 4,4%, J 4 32A 2" 211 NOTE: IRRIGATION BOOSTER PUMPS (2) - (BP -A 4 BP-B) IRRIGAtIGN BOOSTER PUMPS TO BE INSTALLED WITHIN CM WAL ENCLOSURE W1 GATE. POWER; 220 VQILT REQUIRED TO BE STUBBED OUT AT CLOSET DRAINAGE: ED SURFACE DRAIN OR ACCESS TO ,act_ "jo ■ 14A 2" L6 OD2 A, Elk, A o0c m 4- - ------- 2UTIIA/2 2A :1A 2" 45 3021 450b T� 44-050 -A& Jf L) 000 (6ij LLJH LLJ Mu LLU 0 <) f 0 12 /�� ,f ti 25 2" A. f 44I\, J NOTE: -7YDROSEED ..LL D1s)_[_"R8ED AREA� p \i i % f If > 0 m MATCHLINE: SEE SHEET L2.2 IKI f '4 LP /V V_ y 'o "o 0, 1pj 2 2" 12AC Z 4a00 alp 12AM _ITT RECORD DRAWING CERTIFICATION ESE DRAWINGS CONFORM TO THE TRACTOR'S CONSTRUCTION RECORDS \ / j Yr. i I 13 Y., DA P E/POS11 CO FIRMED CITY DATE: fFIRMED v (m m m 0 0 m it i N�i IRRIGAT12N PLAN SCALE: V= 20'-0" THOMAS RFNGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SfrX PLANNING URBAN DESIGN SUITE 444, 911 WESTERN AVE., SEATTLE, WA 98104 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT %0000F THOMAS V. F&fSTORF CERTIFICATE 00. 298 PROJECT TITLE LA Irl.AND 15 ACRE LARK AUBURN, WA SHEET TITLE IRRIGATION PLAN No. DATE REVISION BY A A A A A A A A 40_�f_ DATE PKIIIIIIIII11ARY 2001 DESIGNED DRAWN CHECKW SCALE TRA No, 2029 CAD FILE 2111108-2.0 PROJECT LAKELAND 15 ACRE PARK SHEET 7 OF 17 PF " S?_I 16 o r- 26 0).0166!9 < D2 11�lsr If' 4, 3 03 �4 4 7 ""N EAR if it 4- ------ F4 -14-- 4 i1 It _y R it N, bob- FFFF .L..AK Eg"LAND HILLS ffjj RD6 11 / , 1-1 __ LZJ — \ ` of \ 11 " N ALN 0 A _41 VOi11n2 7 1 A 2* Q0 i t 7 �77 % xx, -76 y i V 1 D 1 3521 Mom! pop B ,f tit WIN Mel I rem m m a Q , 2MI 2" r 12AW /Z NOTE., FOR FUTURE EX AN61ON t EACH 5ALLFIE (2 TOTAL) TO RECEIVE (1) MAINLINE ,TUB -OUT VVIRING 1 it k� C10 1 I ', - UARING FOR ST OUT (2 ORANGE, I YELLOW TO BE INSTALLED FRO<"I %4, CONTROLLER T STUB -OUT FOR FUTURE L) f L23 Boom a mxrrc -- ----- IRRIGATION PLAN SCALE: I"= 20'-0" RECORD DRAWING CERTIFICATION THESE DRAMINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: 71 TLE/POSI TION: CONFIRMED BY CITY DATE: PROJECT REF. FAC 101-0006 THESE PLANS CONFORM WITH THE CITY OF AUBURN'S PARKS ENT MINIMUM REQUIR Approved 13y. y Date Appro THOMAS RIENGfflXW AND AMOCUTU LAI%MSC-AM ARCHITECTURE SM ]PLANNING URBAN DESIGN SUITE 444, 911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REUSTOW LANDSCAPE ARMTECT IMMAS V. RWTORF CERTIFICATE NO. 298 PROJECT TITLE LAIMAND 15 ACRE PARK AUWRN,WA SHEET TITLE IRRIGATION PLAN No. DATE REVISION BY A A 4L�k A A A A DATE MRUARY 2001 DESIGM MI[K DRAWN MIK CHECKED TR SCALE 1"=29-0" TRA No. 2029 CAD ME 2029S-2.1 PROJECT LAKELAND 15 ACRE PARK SHEET No, 1-7 of Z 6 SHEET 8 OF 17 ,JOBS\2029\TRA\5.01\2029L2 2.dwg Tue Jul 17 10: 37: 26 2001 -1 cz) OD < Vti TT < z m Qo n o Z: rrl 0 M 4Z--) 0 c— rri 0 cz) An C>n� c--)> z (• I I bbb... I A h it 4, hl P r:f >t 1 Jj; / 1• � ,' '�,� �'•y,,} f-'-`—"'"""..r � F p 1z 7 40P It It It I/ , VU— ti f I I / I I - I , I , It c --- _--_ 1, \ 1� I I / I. j I I I i it Are, I /1/ 411 V/1 X" -Z el ! � a:, {' ! '` ; { 3 � r p)t 1 id t j . f i l J ;r! `` � � 7t " ' � � !� ! t � p / � \ � V 11V 71 ]JI le "i d // , —i P I "if wj Al -4 F 41 J' " 47-- 17 et \W" �7 1v it if If J q z f I t ii 1: 1 f V r? i ��\ til � ` I f � fI � (�! �f 11 } , i ;� ,! J/`•((f7 } \�/� ' �^,, IJ, 41 ry A • Ji ji if ti All, 141 s )b/ It N' if so i 7771 0 M SUN MEN 0 NONE MENEM ME r . ;I /- I ? I / I I v/1 - MATCH I "SEESHEET 2.3 m m z z i�rm— m P A. ;U > < > � z10 m►r, m A T z "n 0 z (o 00 IV 20> >* w a < 2.07o I , d*N ON cF4N 141 _�_ _�___. _ �___�__. _., ___ .___ r - - - - - - - - - - F fill r Z log IL 6 V -- ---- 59 Z_ NOTE, INSTALL VALVE BOXES NEXT TO 51C)Ew� N 5ALLFIELID 51TUATIONS ONLY F7 M5ALLf-I=Ly (Id I KCC.tI Yt (I/ I-JAIINLII-4r- VIUM-(_,JUI LV/ UJIMINL3 WIRINr-z FOR 5T*'-OUT (2 OR,4NGE, I YELLOW) TO BE INSTALLED FROG" f ., CONTROLLER T(� ,�TL15-OUT FOR FUTURE Dss F Big low ig \T./ -4 (7- Ono 0 A 2" A 45 ,41 -- xx 2" , If 7T __1 4 TTT 40P a _ 4, 77r-� - — — — — — — — -- — — — — — — — — — — — 2" lie 12.00 J r00.00 9,z . ....... Ok, *41 c21,1200 45.6 T�01 7r- - — — — — — — — — — — — ---- — -- _2 '94 _7' �588) 71t— TT) s o) All w. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY, DATE: 71 TLE/POSI TION: CONFIRMED BY CITY DATE: 7 � H` A-1 1\ 11 \ . IJA 1 2" AOL y IRRIGATION PLAN Qf'1A*f'U III= lf%l All PROJECT REF., FAC #01-0006 THESE PLANS CONFOPM TH THE CITY OF A 'I T AUBURN'S PARKS A MEN MINIMUM REQUIRE N • Approved By. Date Approve '00 I THOMAS RENGS10" AND ASSOCIATES LANDSCAPE ARCF=CTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 m STATE OF WASHINGTON REGISTERED LANDSCAPE ARCH117ECT I" P - THOMAS V. RIII&IOW CERTIFICATE NO. 2n PROJECT TITLE LAKELAND 15ACRE PARK AUBURN, WA SHEET TITLE IRRIGATION PLAN No. DATE REVISION BY 4�k A A A 4L�k A DATE DESIGNED DRAWN CHECKED SCALE TRA No. CAD FILE FEBRUARY 20DI mix NK Im of 2-6 SHEET 10 OF 17 0"XD 164% PVC IRRIGATION MAIN � 1 GALV. PIPE -f- REMOTE CONTROL VALVE VALVE ROUND SPRINKLER HEAD DRAIN VALVE QUICK COUPLER MASTER CONTROL VALVE VALVE BOX-�►�\ DC +-- VALVE 5OX FEBCO D01.15LE CHECK VALVE �- PRESSURE REDUCING VALVE WILKENS YS 100 STRAINER 1 1/2" MUELLER SHUT OFF VALVE IRRIGATION WATER METER POINT OF CONNECTiON SCHEt" fATiC SCALE: NOT TO SCALE PE DNCTION VALVE P11rE I PlrE IIJ/ vA[ \lC �-- MANUAL DRAIN VALVE NOTE: AFTER TE$?MR 4 APPROVAL OF DOUBLE CFMAC VALVE REMOVE 4 PLUG TEST COCKS TYf=ICAL IN5TALLATION DOUBLE CHECK VALVE 465Et-15LY SCALE: NOT TO SCALE FINISH GRADE PROTECTIVE PIPE SLEEVE PVC STREET ELL LOCKING VALVE CAP KEY HEAD GALV. PIPE, ]a" MIN. OFFSET FROM PVC LINE MANUAL DRAIN VALVE 3" GALV, PIPE, THREADED ONE END DRAIN ROCK SUMP INSTAL L AT I ON OF 1" IANUAL DRAIN SCALE= NOT TO SCALE ` .H LINEAR LENGTH OF WIRE, ED PROOF CONNECTION 2) I 50X WITH COVER: :H SIZE GRADE/TOP OF MULCH 'E CONTROL VALVE: y H 80 NIPPLE (CLOSE) :H 40 ELL CH 80 NIPPLE ST14 AS REQUIRED) (I OF 4) n NIPPLE (2-INCH LENGTH, EN) AND SCI-I 40 ELL AINLINE PIPE CH 40 TEE OR ELL CH 40 MALE ADAPTER ATERAL PIPE -„ :W MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE SCALE; NOT TO SCALE NISH GRADE/TOP OF MULCH OP -UP SPRAY SPRINKLER SRO 510 Z CON SERIES W/PLASTIC MPR NOZZLE - PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) - PVC SCH 40 ELL - PVC SCW 40 STREET ELL - PVC SCH W NIPPLE (LENGTH AS REOUIRED) - PVC SCH 40 STREET ELL -PVC LATERAL PIPE - PVC'er-W 40 TEE OR ELL NOTE: I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. 4'' POP-UP SPRAY 5F'1RINf<LER SCALE: NOT TO SCALE LANT MATERIAL NISH GRADE/TOP OF MULCH OP -UP SPRAY SPRINKLER: ORO 510 Z COM SERIES W/PLASTIC MPR NOZZLE PVC SCH eO NIPPLE (LEW3TH AS REQUIRED) PVC SCH 40 ELL PVC SCId 40 6TR£ET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL -'--PVC LATERAL PIPE _'- -- PVC 3C4d 40 TEE OR ELL NOTE: I. A SWWG PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GFM r" i='OF-Uf= 5FR#4'' &F1RINKLER SCALE: NOT TO SCALE LANDSCAFE IRRIGATION LEGEND S". CAT. NO. DESCRIPTION 16YM. CAT. NO. DESCRIPTION Toro 51OZ COM Series Plastic 4" Pop-up MPR Plus S ra Nozzles 510Z-6P-15-F F-circle 3.60 GPM 510Z-6P-15-TQ TQ-circle 2.60 GPM 510Z-6P-15-TT TT -circle 2.20 GPM 51OZ-6P-15-1-1 H-circle 1.65 GPM 51OZ-6P-15-T T-circle 1.10 GPM 5-10Z-�oP-15-Q Q-circle 85 GPM 16 30 PS 1 Toro 51OZ COM Series Plastic 4" Pop-up MPR Plus Spray Nozzles ® 510Z-6P-10-F F-circle 1.49 GPM (� 510Z-6P-10-H TQ-circle 1.04 GPM Q 510Z-6P-10-H TT -circle .91 GPM C� 510Z-6P-10-H 1-1-circle 11 GPM p 51OZ-6P-10-T T-circle .52 GPM D 510Z-6P-10-0 Q-circle .40 GPM 16 30 PSI Toro 51OZ COM Series Plastic 4" Pop-up MPR Plus Spray5pray Nozzles 0 510Z-6P-8-F F-circle 1.00 GPM 510Z-6P-8-H TQ-circle .16 GPM 510Z-6P-8-H TT -circle .10 GPM d� 510Z-6P-8-H H-circle .50 GPM 1�n 510Z-6P-S-T T-circle 30 GPM 510Z-6P-8-Q Q-circle .24 GPM a 30 PSI Toro Plastic 4" Pop-up 510Z COM Series MPR Plus Spray Nozzles 8 510Z-rvP-4-65T 4' x 30' 90 GPM © 510Z-6P-4-E5T 4' x 15' .45 GPM ® 510Z-6P-9-SST 9' x 16' 120 GPM a 30 PSI Toro 51OZ COM Series Plastic 6" Pop-up MPR Pius S ra Nozzles 510Z-6P-15-F F-circle 3.60 GPM e 510Z-6P-15-TQ TQ-circle 2.60 GPM d 51OZ-6P-15-TT TT -circle 2.20 GPM d 510Z-r0P-15-I_I H-circle 1.65 GPM f7l 510Z-6P-i5-T T-circle 1.10 GPM 2 510Z-6P-15-Q Q-circle .55 GPM * 30 PS I Toro 51OZ COM Series Plastic 6" Pop-up MPR Plus Spray6pray Nozzles ® 510Z-6P-10-F F-circle 1.49 GPM 0 51OZ-6P-10-IN TQ-circle 1.04 GPM B 510Z-6P-10-H TT -circle .91 GPM 8 510Z-6P-10-H H-circle .11 GPM e 510Z-6P-10-T T-circle .52 GPM 510Z-6P-10-Q Q-circle .40 GPM is 30 PSI Toro 51OZ COM Series Plastic 6" Pop-up MPR Pius Spray Nozzles p 510Z-6P-8-F F-circle 1.00 GPM 510Z-6P-8-H TO -circle .16 GPM 510Z-SOP-6-H TT -circle .10 GPM E,10Z-6P-6-H H-circle 50 GPM (� 510Z-6P-S-T T-circle .30 GPM [� 510Z-6P-8-0 Q-circle 24 GPM a 30 PSI Toro Plastic 6" Pop-up 51OZ COM Series MPR Plus Spray Nozzles d 51OZ-6P-4-65T 4' x 30' .1B0 GPM 510Z-±.oP-4-EST 4' x 15' .45 GPM ® 510Z-6P-9-SST 9' x 15' 1.20 GPM I'm 30PSI Rainbird Plastic 6" Pap -up 1800 Bubbler Ser. Stream Bubbler Nozzle • 1805-MPR-5F-5 F-circle IBO GPM e 1805-MPR-5H-B H-circle 1.00 GPM 1805-MPR-5Q-B 0-circle .5 GPM ® 1805-MPR-5CT6-5 CTS-circle 5 GPM We therma t i c 6200CR-15 Remote control valve 24 vac. 8200CR-20 Typical 1 1/2 or 2 inch. I z• Typ i ca i va I ve Call -Out 63.11 valve M / valve Size GPM Weathermatic Automatic controller III vac., ®va I con SL series I - 6L3ro 24 E 36 Stations, Wall mount © 1 - SL24 MRMP (2 TOTAL) in location shown on plans. Febco 2" Double check valve Model 805Y POINT OF CONNECTION (2) Connect to 1.5" dia. H2O meter - - - - - - - -- 2 1/2" PVC Schedule 40 press. - mainline W/ 24" cover min. PVC class 200 lateral line, 3/4" size, W/ IS" cover min. Irrig. sleeving, PVC, class 200, _ _ - - - - - - - _ twice dia. of insert pipe, run 1511 into bed stake and flacl. Toro Quick coupler 3/4" 415-01 Install per detail. One required per point of connection. Toro 340 Series Lawn Sprinklers Plastic W/ 01 Nozzle Standard Stream Rotor p 3416-00-01 F-circle 3.85 GPM Radius- 3412-00-01 TO -circle 2.89 GPM 15 to IS1 3410-00-01 TT -circle 2.41 GPM O 3408-00-01 H-circle 1.153 GPM 0 3406-00-01 T-circle 1.44 GPM 0° 3404-00-01 Q-circle .96 GPM g35Pei Toro 340 Series Lawn Sprinklers Plastic W/ 02 Nozzle Standard Stream Rotor 3416-00-02 F-circle 5,35 GPM Radius- © 3412-00-02 TQ-circle 4.01 GPM 221 to 26 © 3410-00-02 TT -circle 334 GPM O 3408-00-02 H-circle 2.6.5 GPM O 3406 -00-02 T-circle 2.01 GPM O 3404-00-02 Q-circle 1.34 GPM 35 Pei Toro XP 300 Series Lawn S rinklers Plastic Shrub W/ 01 Nozzle Standard Stream Rotor XP3005 - F- Ol F-circle 5.10 GPM Rad.-36' © XP3005 - 210- 01 TQ-circle 4.28 GPM © XP3006 - 225- Ol TT -circle 3.1'00 GPM Q XP3006 - H- Ol H-circle 2.85 GPM Q XP3006 - 140- Ol T-circle 222 GPM Q XP3005 - Q- Ol Q-circle 1.43 GPM e 35 P61 TORO 640 Series Stalr►le"-steel 4" Pop-up Standard Rotor Pop -Up Heads 644-02-42 F-circle 12 GPM 52'R ro43-02-41 Thee Qtr-circle 9.5 GPM 48'R t� 642-02-42 Half -circle 12 GPM 52'R 640-O2 -41 One Third 95 GPM 46'R li;� 641-01-40 Quarter -circle 6.0 GPM 41'R a 40 PS I Toro 340 Series Shrub Sprinklers Plastic W/ 01 Nozzle Standard Stream Rotor 3416-10-01 F-circle 3.85 GPM Radius- ®® ' TO -circle 2.89 GPM 15 to 18 ® 3410-10-01 TT -circle 2.41 GPM 3406-10-01 H-circle LIB3 GPM 3406-10-01 T-circle 1.44 GPM ® 3404-10-01 Q-circle .96 GPM a 35 PSI Toro 340 Series Shrub Sprinklers Plastic W/ 02 Nozzle Standard Stream Rotor ©� 341ro-10-02 F-circle 5.35 GPM Radius- 3412-10-02 TO -circle 4.01 GPM 22' to 26' O 3410-10-02 TT -circle 334 GPM 0 3400-10-02 H-circle 2.68 GPM O 3406-10-02 T-circle 2.01 GPM Op 3404-10-02 Q-circle L34 GPM a 35 PSI Toro XP 300 Series Shrub Sprinklers Plastic Shrub W/ 01 Nozzle Standard Stream Rotor XP3006 - F- Ol F-circle 5.10 GPM Rad.-36' FIR-] XP3005 - 210- 01 TO -circle 4.28 GPM 0 XP3005 - 225- Ol TT -circle 3A>0 GPM 0 XP3005 - H- Ol IN -circle 2.65 GPM XP3005 - 140- 01 T-circle 222 GPM XP3005 - Q- Ol Q-circle 1.43 GPM a 35 PSi Flow Sensor DATA INDUSTRIAL - Model: IR 220-P WEATHERMATIC Master Valve Brass Electric valve - 8200 Irrigation Booster Refer to s ecifications for BF' Pump requir®mentdetails. One recluired per point of Con - ADDITIONAL ITEMS NOT 'SHOUN ON PLAN Buckner Quick coupler 3/4" install per 25020 3LT (01) detail. One required per point of connection, end of main, 4 at each cluster of valves. Wilkens Pressure reducing valve 2 inch.. %00 Install upstream of double check valve if required. 1Wa tts Bronze stra iners 2 inch, -111 Series install per detail Mueller Shut off valve 2 inch, Mark 11 install per detail. Or i sea I Carson Quick coupling No. -910 valve DCVAs d Automatic valves Boxes No. - 1419, 1320, 1324, 1130 Remote Control Tech. Install at controller for ELM' Series Connector remote control operation NOTE: VERIFY MINIMUM 12 GPM AT aO P51 AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT IF IF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. GENERAL NOTES: 1. Locate all valves, pressure reducers, heads and other equipment within property lines and shrub beds. Verify property lines with owner. 2. Install all heads flush with finish grade and 2 inches back from all curbs and walks as indicated on irrigation schedule. 3. Sleeve all pipes shown crossing roadways, driveways, emergency access drives and sidewalks with class 200 PVC. Bury IS" and project 15" into planting beds. Sleeve twice the diameter of insert pipe. Allow sufficient space for wiring. 41 Install all valves and point of connection in shrub beds. 5. Copper trace wire to be installed along entire length of main line, 6 . All sprinkler heads and quick couplers to be installed on triple swing joints. I. Main Line to be PVC Schedule 401 minimum 24" cover with Clean fill. Lateral Lines (PVC Schedule Class 200)± min. size 3/4"± minimum cover 16" with clean fill. S. Irrigation booster pump to be installed within CMU wall protective enclosure. CMU wall on (3) sides with access gate. Location as shown on plan. Fiberglass cover for top of enclosure, to be hinged for access. General contractor to provide power to enclosure for pumps See manufacturer's specifications for power needs. Coordinate with electrical engineer. Drainage to be provided, either CB or other approved form of catching run off from area. SIZE PIPE AS FOLLOWS- 0- S GPM = 3/4'' - 16 GPM = I" 11 - 24 GPM = 1 1/411 25 - 32 GPM = 1 1/2" 33-50GPM =2" 51-WGPM =21/2" NOTE: INSTALL SPRINKLER UP TO 1/2" 5ELOW GRADE APPROVED 5ACKFILL TORO 640-01 SPRINKLER MANUFACTURED SWING JOINT LATERAL PIPE �- LATERAL TEE TORO 640-01 ON 5WING JOiNT NOT TO SCALE IRRIGATION LEGEND & DETAILS NO SCALE RECORD DRAMNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TiTLE/POSITION: _ CONFIRMED BY CITY DA TE: PROJECT REF: FAC # 01-0006 THESE PLANS CONF TH THE CITY OF AUBURN'S PARKS P ENT MINIMUM REQUIRE E Approved By: Date Approve . THOMAS RENGSTORF AND AMOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA S M PHONE: (206) 682-7562 FAX: i u�` . NINE W-4 STATE OF WASHINGTON rtEas1 LANOSCAk ARCHITECT "Vfta V. R STORF Ci1f11FiCATE NO. 298 PROJECT TITLE LAKELAND 15 ACRE PARK AUBURN, WA SHEET TITLE MUMATM LEGEND & DETAILS No. DATE REVISION BY A A DATE FEBRUARY 2001 DESIGNED IK DRAVIIN MfK CHECKED TR SCALE Nam TRA No. 2= CAD FRA PROJECT LAKELr ND 15 ACRE PARK SHEET No. L2.4 PF Il SZ 1 2.0 or- Z6 SHEET 11 OF 17 A^r.i I AI - A11 T`I IIPI/ �K SL OPE L EDGES_ SOIL ARTS JUST BELOW SURFACE OF TRAIL. M4TLE'T- 2" FROM I5P�44L T. xIMUM SLOPE FOR 5+40ULDEfR OF TR41L 4W,41' FROi"1 TRAIL WI -SERE POSSfBLE HORIZONTAL UNITS TO 1 VERTIG4L) 4" - 5/8" MINUS CRUS+4ED ROCK BASE COURSE. EXTEND A MINIMUM OF 12" BEYOND SURFACE EDGES E4G14 SIDE OF TRAIL. SUB -BASE (COt"1P4GTED 959o) 1. ASPHALTIC CONCRETE NO SCALE FC% 1/2" BELOW TOC 5 1/2 SACK CONCRETE MIX, No. 4 5,4R 18" 114 LB, LAi IP BLACK O_C. BOTH WAYS 3" WOOD CARi=ET FIBRE tIIINtNllrl � 1 1/4" TOP RAIL BALL CAP 2 1 /2" VINYL COATED CORNER & END P05T 2" GALVINIZED CHAIN LINK FABRIC DOGOUT- 8 GAJ BACK5TOP 11 GA. 5 1/4" X 3/4" TEN51ON BANDS W/ TEN51ON BAR AT ENDS AND CORNER5 1211 3 x 8'' TRU55 ROD WITP TURNBUCKLE ONLY ON END 4 CORNER5 TIES 24" O.C. ALONG TOP AND BOTTOM RAIL 1 1/411 VINYL COATED BOTTON RAIL 3NED CsRADE JPPLIER: ANCHOR FENCE, INC. 3-6500 3. CHAINLINK FENCE NO SCALE DAYLIGHT SLOPE 2:1 MAXIMUM 114' PROJECT REF: FAC # 01-0006 THESE PLANS CONF ITH THE CITY OF AUBURN'S PARKS PA MENT MINIMUM REQUIRE N Approved By. Date Approv 9 LAYOUT PLAN SCALE: V = 20'- 0" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. - DATE: TITLE/POSITION: _ CONFIRMED BY CITY DA TE: TES REMSTORF AND ASSOCIATES LANDSCAPE ARCRITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEAXft WA 98104 PHONE: (206) 682--7£S2 FAX (M 682-4721 ilk vV 11 � STATE OF WASHOOG M RMMBMW LANDSCAPE NACHMCT 4.THOWAS V. CERTIFICATE t M PROJECT TTTLE LAKELAND 15 ACRE PARK AUBURN, WA SHEET TITLE LAYOUT PLAN No. DATE REVISION BY 4.30.01 CITY COMMENTS - FJ ENTIRE SHEET A6.1.01 CITY COMMENTS FJ ENTIRE SHEET -- A DATE FEBRUARY, 2001 DESIGNED FJ DRAWN FJ CHECKED TR SCALE 1" = 20"- 0" TRA No. 2029 CAD FILE 202900 PROJECT LAKELAND 15 ACRE PARK SHEET No. L3mO P` P- 52.1 Z ► or- ZG SHEET 12 OF 17 OZD IGCe PROJECT REF: FAC # 0I-0006 THESE PLANS CONFORM WITH THE CITY OF AUBURN'S F MINIMUM RE Approved Date Appl RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TI TLE/POST LION: CONFIRMED BY CITY DATE: i �f THOMAS ILINGNUM AND ASSMIAM LANDSCAPE ARCJMEC'I1 SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, UkI M4 PHONE: (206) 652-7562 FAX: (206)M-4721 STATE OF WASHIIifiTON REGIS f LANDSCAPE ARCHMCT THOMAS V. REKWIM CERIIFICAIE NO. 2" PROJECT TITLE LAKELAND 15 ACRE PAXC AUBURN, WA SHEET TITLE LAYOUTPLAN No. DATE REVISION BY 4.30.01 CITY COMMENTS - FJ 1. E1�41�', SHEET A4,1� Q!<Y • p �.ii� �P A A A A DATE DESIGNED FJ DRAWN FJ CHECKED it SCALE 1" = 40'- 4r Tm IMF. 2029 CAD FILE 2029s3l PROJECT IJ1MMILAIND IS ACRE PARK SHEET No. ■ SHEET 13 OF 17 Pi " SL 1 ZZ of- Z6 bl. D 1668 L 52+00 53 00 54+00 ASPHALTICW COOAIL qz — — 5� rig 3.75 I I ,CNIC %ELTER �4 50� V 8�lCNES �� 5s4 --------_------ --- 5 5E\NOTES L33 TYP "v. CONCR tvSLAB SEE D4/ L3 4 -- TYP. 4� 10' 11DE ASPHALTIC CONC. 6' SEE DI/ TL P SEE, ; 33i� @11 i I NOTE: HYDROSEED ALL f DISTURBED AREAS i o 56 00 57+00 58+00 59 00 -} -- -�---- - —}-, - - --f--� �— JrQ--� - & - V WOODEN TRASH ENCLOM WITH % fr -UJA 0 -= TOT LOT V 1 " 300 f SEE NOTES L33 r ASPHALT TRAIL � ASPHALT LIMIT CONCRETE EDGE (b') SEE D2/ L3.0 TYP. P I I0 WIDE r f/ 1 4b' QW, AND- ,Y GATE DU/ DA TYP. D4/ L3.4 TYP, '-CHAIN LIW, I SEEU3T�� BAWTBALL PURT LATgl1 t STRIPING SEE ISHT, L33 - ASPHALT LIMIT 60+00 "KE"ND J `iE -DAL 3.0 TYR ALT j err r� I E DI/ L! 8- TYP, 'WIDE 1 TIC TYP.` f 4 S:i tt i Mau Uu caper cm ALTIC I SEE DI/ L3.0 1 TYP. MAINTENAta ACGE66 4 WI REh10V E STEEL BOLL 5 t - CITY TO SH ; BOLLARD DETAIL (I, CHAIN LINK FENCE I I t ASPHALTIC CONC. H ; SEE Dl/ L30 �� SIDE B TOP —� (1 l) NI MIBE INDICATES P I �� I , a. a TYP. 5EE L33 (i) �) MAXfM�'I OF FENCE{ �� 1 ' TYP. _^ -- SEE D3 13 0 (01 x, DZOUT BENCH f I x SEE NOTES L33 TYP. I` Py _L N `�2 t 10' WIDE /" irk' WE,' ASPHALTIC CONC. 4L / M � TIC LONG. +, „'.... ti..,`,^..^ L, ^^.o `•..,,..,.,+«.-.. �` 59 % / TYP TYI Y^ , .r VW 1 0� S ---y _. ^ t f M F` r a +FALLOUT PLAN SCALE: 1" = 40'- 0" PROJECT REF: FAC # 01-OW6 THESE PLANS CONF TH THE CITY OF AUBURN'S PARKS PA ENT MON" REOWE T • Approved By. Lom -A Date Approvedkwe_001� Aw '01 - 4 RECORD DRAW CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE.- TITLE/POSITION: CONFIRMED BY CITY DA TE: STAR Or LANDSCAPE ARCHITECT THOMAs IV.RVAWW CaMICAW NO. 2N PROJECT TITLE IAXIIAM !s ACW PAIM AMW A SHEET TITLE CALLOUT PLAN No. DATE mrimDN my cum My Cd�S - FIF A c i u A 4L)k DATE FEWUARY, MI DEBIQWD FJ DRAM F7 CMECMD TIT SQWE P-M-41�p TRA No. 2039 CAD FILE Pin ixa-r LA1t:ELAM 15 ACRE PARK SHEET No. L3.2 pF # 5ZI 2-3 of- ZG SEUMT 14 OF 17 01 D 1664$ PARK $ PLAI'GROUND JoHN IVORi IUABASN VALLEY: PICNIC 1ABLE5 = SINGLE PEDE5iAL PICNIC TA5LE - 6' INGROUNp 6' 4 �' E3ENGH = SIGNATURE SERIES: (o' INGRDUND (5LAGK) a' INGROUNp (DUGOUT) (51-AGK) TRA5H REGEPTACLE5: 32 GAL. TAPERED lU/pOME TOP Llp+ INGROUND MOUNT (GREEN) ARCHITECREATION JOIN MULLEN 206.932.4130 NAlUES DRINKING FOUNTAINS = FMR�O COMMERCIAL FENCE G0. - BAGK510P51 IUINGS, 4 DUGOU15 GF4I SPECIAL BACK5fi0P - 46' ROUNDED 5AND5HELL 5ACK5fiOP PLAi(3ROUND EQUIPMENT: 51TLINES NARY MAX 1W0.235.2440 PoIUERSCAPE/ GAMEfiiME -PREMIUM PLAY 5i5TEM5 TOT LOT 5URFACE =FILAR 5Y51EM 300 NORTNUJHi PLAYGROUND EQUIPMENT 51AGY E315WELL IWO.126.0031 BISON BAXEfi5ALL LOOPS 4 5ACK50ARD5 PROS PREMIUM BAN 5HAPED BAGK50ARD 12 '' 5ET54C< FOR F05T PICKLEBALL COURT LAYOUT 3 FOINT LINE CENTEfR ! INS GENTEfP-,-, Cl�CLE SASE L INE END LINE ffimmlmffw-7-wo 51[DELINE 545EL INE 5ER,VICE GENTERLINE NON=VCLLEY LINE CE" ER LINE (NET) BASKETBALL COURT LAYOUT SITE FURNITURE, ACCESSORIES NOTES, AND SPORT COURT LAYOUT NO SCALE RECORD DRAWING. CERTIFICATION THESE DRAWS COWORMt TO THE CONTRACTOR'S CONSTRUCTION RECORDS DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: THOMAS RENGSTORF APO ASSOCIATES LANDSCAPE ARCHITECTURE STIE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LANDSCAPES ARCHITECT V THOMAS V. RENGLACRF CERTIFICATE NO. 298 PROJECT TITLE LAKELAND 15 ACRE PARK AUBURN, WA SWEET TITLE SITE FURNITURE, ACCESSORY NOTES, AND SPORT COURT LAYOUT No. DATE REVISION BY A 4.30.01 CITY COMMENTS - FJ _ ADDED BIKE RACK NOTE A ZL�i - 4�k A DATE FEBRUARY, 2001 DESIGNED FJ DRAWN CHECKED SCALE MO TRA No. 2m CAD FILE 202903 !OMACT LAKELAW IS ACRE PARK SHEET No. ■ SEET 15 OF 17 pr * szi zq OF Z6 0)10 16619 FINISH GRADE 1/2° BELOW FINISH SURFACE TOOLED CONCRETE EDGE BROOM FINISHED CONCRETE 3(MEDIUM TEXTURE) 3" 3" 4" CONCRETE SLAB _ 4. ' x.�----- • �`• s TOOLED CONCRETE CONTROL JOINT W/ 6" SMOOTHS EDGE. a < ° .4 . 4, `C THIA-COL EXPANSION JOINT W/ 04 BAR SMOOTH 12" 24" o.c. GREASE ONE END W/ ro" SMOOTH EDGE 4" CONCRETE SLAB JTS . LOC. PER PLAN 3 3' BROOM FINISHED MEDIUM S" TEXTURE . 311 �� I_I �� III III ��-III-iil II I!I ill III III —III -III — — '�- I I(=1 111, ,III 1-1 I IT=1III , ;III I I Isl 117 __.11 WELDED WIRE MESH (&" xfr,") 5/6" MINUS CRUSHED ROCK (COMPACTED 100%) SUB -BASE (COMPACTED 95%) 4. CONCRETE SLAB/ SIDEWALK NO SCALE 114" STEEL PLATE I N = PRIMED AND PAINTED COUNTERSINK 4 - 0 u 1/2" X 8" DOMEHEAD BOLTS W1 LOCK NUT 1 1/211 i 1/ 3/4" FROM CORNERS POSITION 46SEMeL Y TO MATCH WITH OTHER ARM OF ENTRY GATE HASP ASSEM BLY HINGES DRILL 2 - I" DIA, HOLES CU FLUSH 45 t = i I I HOLE END OF GATE BAR 4" X 4" BOX CHANNEL IRON LOCK ASSEMBLY SEE DETAIL 35' -011 8" X S" TIMBER P05TS ROAD CONCRETE FOOTING 3000 PSI CONCRETE EARTH NOTES: • GATE TO BE PRIMED AND PAINTED AS PER SPECIFICATIONS • GATE HINGE 2 - (o" HEAVY DUTY HINGES BOLTED THRU TIMBERS 12, ENTRY GATE NO SCALE c*1 r710 BUILDING / FOUNTAIN THIA-COL EXPANSION JOINT W/ TOOLED CONCRETE EDGE, TO BE LOCATED is BUILDINGS, FOUNTAINS, SEAT WALLS 4 POOL COPING. WELDED WIRE MESH (6 "X6 ") 4" - 5/6" MINUS CRUSHED ROCK (COMPACTED 100%) SUB -BASE (COMPACTED 95%) LAWN AREA SEE SPECS FOR SOIL k� TURF REQUIREMENTS IMPORTED SOIL -� Co" DEPTH SEE SPECS FOR 501L MIX RATES NON -COMPACTED SOIL NON-ROTOVATED SOIL FINAL GRADE - LAWN BASE TO BE 1/2" BELOW TOP OF SURFACE WALKWAY .4 L,4UJN AREA SOIL PROF I L E 5. LAWN AREA SOIL PROFILE NO SCALE LAWN AREA MULCH LAYER TU F IREOUIPECSREMENTS 4 2" MIN. DEPTH SEE SPECS FOR FINAL GRADE - RECOMMENDATIONS LAWN 545E TO BE 1/2" ABOVE TOP IMPORTED SOIL 6" DEPTH ,:.. ;:';..:' :"":• OF MULCH SURFACE SEE SPECS FOR ; • :,. �� :. :,:.:.: ,,•.:; . .<,v.-.,=••;:�» PLANT BED/ LA LN EDGE .;, - SOIL MIX RATES , 3" MAX. DEPTH SPADE EDGE CUT STEEP ANGLED CUT PLANTING BED/ LAWN AREA TRANSITION PROFILE 6. PLANTING BED/ LAWN AREA SOIL PROFILE NO SCALE MULCH LAYER 2" MIN. DEPTH SEE SPECS FOR RECOMMENDATIONS `-IMPORTED SOIL 6" DEPTH FINAL GRADE- MULCH TO / SEE SPECS FOR SE In P.JELOW TOP 501L MIX RATES OF SURFACE SIDEWALK/ CURS PL•4N71n1G BED �— NON -COMPACTED SOIL NON-ROTOVATED SOIL FL,4NTING BED SOIL PROFILE TO EDGE OF 51DEWALK/ CURB 7. PLANTING BED SOIL PROFILE NO SCALE INFIELD SURFACE - �— SEE SPECIFICATIONS FOR / 5URF4CE COMPOSITION_' NON-,ROTOVATED BADE I—III—III—qI INFIELD SOIL i'ROEILE 9. INFIELD SOIL PROFILE NO SCALE PL, YFIELD TURF - SEE SPECIFICATIONS FOR SEED MI TURF. '�, a� _ ice•. .' w•. .4� :.✓:. _ w��;,i,:.•_::'� . fi..., y�:±. ' � .•;;`.a. •" PLA'YFlELD •IRO a '._::��•.;.aL . n •°1 _ ': �. '' COMPACTED ',y�"eri'.' Oriff-u 1 MOISTURE •. 7y: :.: ,_r,t7:,ti.:°i.'"':rxs>..'', .i'r: 'qR':' `�'r".:-•:S;A;:�.S.'"t!�-::n .+w-.: TII I III I III I INON-WITOVATED &MIditare ISI I I I (I I II I I I 1—I 11 FIT 1-T-1 11-1 I i-i 11-"I I f`I I I-1 I I-1 11-1 I I-1 11-! I ICI I fi=L,4''FIEL-D SOILS PROFILE 10. PLAYFIELD SOIL PROFILE NO SCALE rLANTh•G1 NTIW. GOUND RCOVER SEE PLANTING PLAN SHEETS LIP: - ! 13 1 >f r•u tea.; .a.. •`ire-oRre� Toi�.cN� •�'• '':�:� =;.�_,,,,,.�; COMPACitD ✓� AT '�.• crTrt ter, rroroTuM , Y,�i.�.a''o=1'a�'� �.,7x.'...::.'w.:"t;'..... •ad,:% : Trr.: - .,�t la arr:.r��' .;i•a,:..f .� II''t=lilii-`;li11,;11i�i-iiitillt'i 1=1 11=1 I I— 1 I_I 1=1 11=1 I I NON-!®OTOVATED III—III—III=1 I I III=1 I I=1 I I=1 I I=1 I I=1 I I—III=1 I I=1 I SLOB D AREA 50IL f=RC f=ILE 11. SLOPED AREA SOIL PROFILE NO SCALE MULCH LAYER 2" MIN. DEPTH SEE SPECS FOR RECOMMENDATIONS IMPORTED SOIL 12" MIN, DEPTH SEE SPECS FOR CONC. CURB SOIL MIX RATES b" MAX ROADWAY L�EW WT. { i Z i i i j b { .. � 1, j t i { •I 1 I f 1• I /' IMPORTED SOIL i£' { h:' a I .I.., 1} a..4 { I ' I 12" MIN. DEPTH 1 { •{i � , . I GOf'1P ACTED 057 I r � 1 .I i I ! t - ( r : • �{• � ¢ .' 4• I. 1 { I I � i �� 4 •, 1 � . 3 £ � "�. i 4 :� j i 77 .'< s. 1 .Y t. ' : t . I i � s', � I � '' ; I 3• � i I � �' ; i d 1 ? i •A I � { { �. E •,� i = 'j 'I.' � a _` 1 1 � � ' ' 4 � ° t i I I' ' { � { � , ae v z + t �. } � { � i i � } •� ..'j { .{ { • "h_ f . 1 1 .i l _e' I1_ •I`. i !• I t ?.•: I '1_ b ! .. .� _•1€ '. _>• •1. _f. I''i` _i I •I .'l' J ;. ;J1 i. ? ,t,•A. FA 8. PARKING ISLAND PLANTING SOIL PROFILE NO SCALE FINAL GRADE - MULCH ?O SE 1" SELOWTOP OF CURB ROADWAY —� CONSTRUCTION DETAIL NO SCALE PROJECT REF: FAC # 01-0006 THESE PLANS CONFO WITH THE CITY OF AUBURN'S PARKS A' ENT MINIMUM REQUIRE ENT j �I Approved By: Date Approve RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS By. DA TE: TITLE/POSITION: — CONFIRMED BY CITY DA TE: raxnscA� A�7'ECTURE STYE PLARPOOG URBA14� SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. RE GSTORF CERTIFICATE NO. 298 PROJECT TITLE LAKELAND 15 ACRE PARK AUBURN, WA SHEET TITLE CONSTRUCUM DETAILS . SOIL PROFH ZS No. DATE REVISION By A ZL), A A A DATE'+ DESIGNED DRAWN FJ Cmscm TR SCALE NO SCALE TRA No. n" CAD FILE 2029&34 PROJECT LAKK AM •!MARL SHEET No. L3.4 Pf- " SZ I ZS or ZO SHEET N W ff Do.o 16�f LO TIC. � s€ � � � 444444444 s �� J � ......... ... wall: X*o STA AHEAD: 62+ t2.62 "-E c o o o o o o ou -e- 0 C, oo, (D'o"', a T71 -'o -trf_�N' S-_� C) 01 o c) o 0 0 0 Cl 0 C 0 o --o CJ o r) o 0 0 'o cic-) cD 'o c.3 o o I 1tk 0 0 o o C) k. 3 C) CA 0 C 0 C) 0 eh0 '01 (D' k') (D ()-la, 0 C"' 0 0 0\0 0, 0 6, 0 .,%� ��.,�Cd i *�3I =,�"",",.<a; a. 0 0 0 CD 0q)" 0 r') 0 C 0 0 C) r�� o C, o c r C)CO, 00 0 0 o U C"J U C1 ; I �1 1 '� `= 1`{l I`Ii' 0 0 C) "C"" 0 0 0 CaI a o o -d o o cAo o 0 of a o o o a 0 o o o o o o o o o o loo 'D 00 o c" o 0 o loob" 0 Cl 1:) 0 0, 0 0 0 o 0, o 0 o a 0 a 0 L o R T I I I F 0 c 0(. 00000000 .11) C, C� 0 0 01 0 0 C) 0 C) 0 0 0 0 0 0 0 i.C') 0, 00 0 0 0 00 JA c" 0 0 0 o c'D 0, 0 0 Cl (0 o no' "0 0 o 01 0 crtjo 0 jwl C) C! 0 8 UA L4,, 0 o o 1") c ("i 0 "'k 1"J 14�o o c) c) '-gj- c" n i' rci q, o0 to r.) 'o c 1 01 c o 0 0 0 C 0000000-- n n n r�� n n r"t ri n r"'! n f-I o a o 0 c C) 0 C) o o a C) I I l 0 0 0 0 Oj 0, Oj U Qp r) 0 0 a o ro 0 0 � _-Y caG 0 01 U_ I'" a r) o C" o r), 0, of 0 oo x [A_LL--r JIT 77 -1-7 7-1 o' 'o 000 0 LU OOOOOOOOODOOOOO ; J000000o 00')COOO 0 + 0 0 C) c 0000 000000000 ::Go00 0 0 0; 0 0) O-�� C) 0 0 0 0 'Luo 0 0 0 C) 0 0 -ICE 0 0 0 0 0 C) 0 01 EGG C, 0 0 0' 0 0 C) 0 0 C Q) 0 0 0 0 (1) C) C) 0,11"i�OO'l-'�-, "-i 0 0 'C") 0 0 01 0 0 "D C 0 0 0 o 0 0 0 0 0 0 0 0 0 0 co 0 cc) 0) 10 10 0C� y' f +" _r ' � I t .ir. C) 0 0 0 0 0 a 0 0 0 a 0 0 0 0 cl LU c) 'o C) 0 0 r" cu cW o C) 0 n to L. L Z loo", �� (1) ) C� clo 0 C �? - - 0 CT o o 0 () o. C, o o LO cl (D LO 71t_ 'J 'U 0 L') '0 t") 1.11 L' k_; i'tj L) Q � y '0 1_3 0 0 0 0 0 0 0 0 C 0 Q�zz 0 0 Alf Ai 41 GGC€aaGCa 000000CUIC0000000000t 0 1) 0 C) o o o C) c) o 0 o o o1i a o o 0000000000000000 0 0 0, 0 0 GGGGG 0 0 0 0 0 (") 01 0 0 "y 4y 0 o1up 0 o Mp)-jo 0 o () o C) o 0 o C) a C) 10 - Im 0 01 0 0 0 0 o2 P:1 0 0 C) () o O'q si) u IQ) 0 0 0 0 0 0 0 0 0 a 0 0 0 Oe C) 0 0 0 0 0 0 0 0 0 0 0 0 0 C 4, 0 U x'- 7- X y y ir fig o LLJ ul- Z Q` Q) cz, CA �z <1 --A CID tp T 00� �r 'ot, 'te(N / T T nn an i limn - rrlzrwmA T n - r\ ww t \ c7o�\ canny