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HomeMy WebLinkAbout05D1753LEGAL DESCRIPTION THAT PCRTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSH;' 21 NORTH, RANGE 4 EAST, W.M. AND THAT PORTION OF THE SOUTHWEST QUARTER OF THE i IORTHWEST QUARTER OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST MARGIN OF NORTH DIVISION STREET WITH THE NORTH MARGIN OF 1ST STREET NORTHEAST, SAID POINT ALSO KNOWN AS THE SOUTHWEST CORNER CF THAT PORTION OF SAID NORTH DIVISION STREET VACATED BY THE CITY OF AUBURN MARCH 3, 1891; THENCE NORTH Oo00'00" EAST, ALONG THE WEST MARGIN OF SAID VACATED PORTION OF NORTH DIVISION STREET, A DISTANCE OF 336.00 FEET TO THE SOUTHWEST CORNER OF THE NORTH 30 FEET OF THAT PORTION OF VACATED 2ND STREET NORTHEAST AS VACATED UNDER CITY OF AUBURN ORDINANCE NO. 4458, RECORDED UNDER RECORDING NO. 9010051318; THENCE NORTH OoO9'20" WEST A DISTANCE OF 24.83 FEET TO THE NORTHWEST CORNER OF PARCEL B OF LOT LINE ADJUSTMENT NO. LLA 0017-93, RECORDED UNDER RECORDING NO. 9406131351; THENCE ALONG THE NORTH LINE OF SAID PARCEL B, NORTH 89o52'18" EAST, A DISTANCE OF 72.00 FEET TO THE WEST LINE OF PARCEL C OF SAID LOT LINE ADJUSTMENT NO. LLA 0017-93; THENCE' ALONG THE WEST LINE OF SAID PARCEL C, SOUTH OoO9'20" EAST A DISTANCE OF 24.83 FEET; THENCE QONTINJING ALONG THE WEST LINE OF SAID PARCEL C, SOUTH Oo00'00" EAST 24.17 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL C; THENCE ALONG THE SOUTH LINE OF SAID PARCEL C NORTH 89o52'18" EAST 183.00 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL C; THENCE ALONG THE WESTERLY MARGIN OF "A" STREET NORTHEAST, SOUTH Oo00'00" EAST 5.76 FEET TO THE NORTH LINE OF BLOCK 3 OF SUPPLEMENTAL PLAT OF BALLARD'S PARK ADDITION TO SLAUGHTER, ACCORDING TO PLAT RECORDED IN VOLUME 8 OF PLATS AT PAGE(S) 85, IN KING COUNTY, WASHINGTON. THENCE ALONG THE NORTH LINE OF SAID BLOCK 3, NORTH 89o51'25" EAST 211.24 FEET TO THE NORTHEAST CORNER OF SAID BLOCK 3; THENCE ALONG THE EASTERLY LINE OF SAID BLOCK 3, SOUTH 19o26'15" WEST, 197.42 FEET TO THE SOUTHEAST CORNER OF THE NORTH 66.00 FEET OF LOT 7 OF SAID BLOCK 3; THENCE ALONG THE SOUTH LINE OF THE NORTH 66.00 FEET OF SAID BLOCK 7, SOUTH 89o5l'25" WEST 95.54 FEET TO THE EAST LINE OF THE EAST 60.00 FEET OF THE WEST 180 FEET OF SAID LOT 7; THENCE ALONG SAID EAST LINE, NORTH Oo00'00" EAST, 36.00 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID BLOCK 3, SOUTH 89o5l'25" WEST 30.00 FEET; THENCE PARALLEL. WITH THE WEST LINE OF SAID LOT 7, NORTH OOo00'00" EAST 24.00 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID BLOCK 3, SOUTH 89o5l'25" WEST 20.00 FEET; THENCE PARALLEL WITH THE WEST LINE OF SAID LOT 7, NORTH OOo00'00" EAST 6.00 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID BLOCK 3, SOUTH 89o5l'25" WEST 10.00 FEET; THENCE ALONG THE WEST LINE OF SAID LOT 7, SOUTH OOo00'00" EAST 185.84 FEET TO THE NORTH LINE OF 1ST STREET NORTHEAST; THENCE ALONG THE NORTH MARGIN OF SAID 1ST STREET NORTHEAST, SOUTH 89o49'10" WEST 245.00 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS, 3. ESTABLISH ";LEARING AND GRADING LIMITS" FOR THE SITE. 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF AUBURN. 5. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS. 6. CONSTRUCT THE SEDIMENT TRAP, AND TEMPORARY SWALES AS SHOWN ON THE PLAN. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY TO ENSURE THAT ALL SITE RUNOFF REACHES THE SEDIMENT TRAP. CONTRACTOR TO PROVIDE SUMP PUMP PER SHEET C-1 7. BEGIN FILL AND GRADING OPERATIONS AND PAVEMENT REMOVAL. !THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE REQUIREMENTS FOR EXPOSED SOIL STABILIZATION . 9. REMOVE ALL TESC MEASURES ONLY AS APPROVED BY THE CITY OF AUBURN AND THE ENGINEER UPON SUBSTANTIAL COMPLETION OF SOIL STABILIZATION, INCLUDING BUT NOT LIMITED TO, MATCHING OF LANDSCAPE AREAS, AND CONSTRUCTION OF BUILDINGS, PAVING, CONCRETE SLABS AND WALKS. 10. WbRK WITHIN THE ROW SHALL BE LIMITED TO 15 WORKING DAYS. 11. EXISTING ONSITE UTILITIES SHALL NOT BE TAKEN OUT OF SERVICE (SANITARY, WATER, STORM, TELEPHONE OR OTHERS) UNTIL NEW INSTALLATION IS OPERATIONAL. EXISTING SANITARY SEWER SHALL BE PROTECTED AND', REMAIN FUNCTIONAL PER NOTES ON SHEET C-3. I I i GENERAL PLAN NOTES 1. AFL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUdURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ! ALLWORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE' CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS FOR THE CITY OF AUBURN 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. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) 6. THE! CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR 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 THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. AND THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. PROPOSED HOSPITAL ADDITION 3RD ST NE 1 st STREET NW KEY PLAN :4112hilir, 1=60'NORTH JW UTILITY CONFLICT NOTE: THE CONTRACIOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXISF. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PARCEL NUMBERS 049200-0455-05 SITE ADDRESS AUBURN REGIONAL MEDICAL CENTER 202 N. DIVISION STREET AUBURN, WA 98002 OWNER UNIVERSAL HEALTH SERVICES 367 SOUTH GULPH ROAD KING OF PRUSSA, PA 19406 775-331-0864 MIKE MAINS ARCHITECT HKS, INC 1919 McKINNEY AVE DALLAS, TX 75201 2114-969-5599 NOEL BARRICK, AIA ENGINEER RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY. N. SUITE 101 P.O. BOX 836 AUBURN, WA. 98071 (253) 833-7776 J.B. RUPERT, PE nATi ikA VLI\ IUML Vnl VIVI. CITY OF AUBURN SURVEY BENCHMARK #12-F ELEVATION 82.80 FEET (NGVD-29) SURVEYOR: HOLMVIG, DEWITT AND ASSOCIATES LAND SURVEYING/PLANNING/ENG. SUPPORT P.O. BOX 1038 1036 COLE STREET, ENUMCLAW, WA 98022 (360) 825-6963 MIKE DEWITT, PLS SHEET INDEX CO - COVER SHEET C1 - T.E.S.C. C1.1- SITE CROSS SECTIONS C2 - GRADING & SD PLAN C3 - UTILITY PLAN C4 - ROOF DRAINAGE PLAN VICINITY MAP N.T.S. unuouncium BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT CORR - CORRIGATED D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING LEGEND DESCRIPTION NEW SILT FENCE F STORM SEWER SS SANITARY SEWER SD WATER W SANITARY FORCE MAIN FM AC PAVING CONCRETE PAVING SPOT ELEVATIONS xx.xx / CONTOURS 50 STORM MANHOLE 0 SSMH STORM CATCHBASIN ■ SDMH SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT WATER METER TELEPHONE MANHOLE POWER VAULT STREET LIGHT �-- UTILITY POLE MOMUMENT + GAS METER GUY WIRE ANCHOR TELEPHONE JUNCTION BOX ROOF DRAIN POWER POLE W/TRANSFORMER UNDERGROUND POWER SIGNAL POLE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; a DATE: �• S o3- T1TLE*0SIT1 : CONFIRMED BY C"I : DATE: NORTH MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SO FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB TP - TEST PIT LINO - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST SS SD W 0 SSMH O SDMH 0 z 0 ;o J o U 0 V) or C) Z �J < U ❑ram W W (� n� �uul U W n`1 Z z o U 00 N i rn O r7 rn L In N o � z K 0 3 r` > O t\ a� o 00 � m M > 00 N �Qw t- Z z z Z c o 0 0 0 in iQ CQ cn z o o Y Y X `1 V W W W W Of o U U U U PROJECT REF: FACO1-0002 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Ly 00-1"01 Approved By. Aty_� j Date Approved: a 'TT yR0 N Rip �� wAsy a z 11103�0�� sS'aNA L EXPIRES 6/23/2002 DATE 6/ 18/01 DRAWN A.M. CHECKED J.Q.R. JOB NO. 99178 SHEET- NO. c 0 . S:\99\99178\3-8-01\C-COVFR.dwn I Nrnfter Nnme• A MInTKF I Pint nnfw Ali(. iF 90n1 nQ•F1•F7 I in i kh.,.4;f;..4 n fo. AH(, 1a ')001 nn.r1.r) i c,�.w:4x 1. nr,n�ln l E " 05 0 1751 REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. I (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, 1 IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY 4 AFTER PLANTING.) I I B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT I COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE I ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT 1 ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. 1 C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. 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 (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) W'11TE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH- 1 FERTILIZER MIXTURES MAY ALSO BE USED. C1.1 F. 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 EARTH WORK QUANTITIES CUT=4000 CY QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES. I I ,I I I f I ;Ili L, i 'I ,I I I i' rlf DUST -,CONTROL NOTES - - - - DIVISION ST. - Ira EXISTING WATER METER FIBER OPTIC LINES TO BE REMOVED - (TYP 3 PLACES) FR SILT CONTROL FENCE S/W PER COA STD DETAIL "DEV-6" -- -' Is Ell I I I I I J I �Y} i, i I 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 75.0 LLJJ\ -_ EXISTING \ EXISTING CB TYP 1 I SS MH #708-72 R=77.27 - - _ _ _ I IE 73.27 (N) NO°00'00"E _ 366.00 - - - -- - - - - -► ff=73-t-7 ) I EXISTING D/W EXISTING D/W , EXISTING D -I EXISTING SDMH EXISTING I R=77.23 CB TYP,1' I I Jf R=7631 I - F CONSTRUC_ TION ENT PER COA STD DETAIL I I m "DEV-5" EXISTING PP I \ \ NO'00'00"E INLET PROTE I TION I I I 21 ------NN PER COA ST I 78 I �\ iULIAIL I f- - -- I 77 ,� ,_ _.. _ 7776 I � \\ ,I I EXISTING I I -- - - - - - - \ \ ! CB TYP 1 I I EXISTING 76 _.-- -- --. 75 \ '_ R-77.69 I CB TYP 1 75 I I R=77.50 75 I EXISTING CONC SLAB r- " SUMP PUMP W/ TRASH RACK TO BE REMOVED -��p-AT INTAKE. CONTRA TOR TO PROVIDE PUMP EXISTING CONC. D/W WITH A MINIMUM 10 000 GAL/HR FAPACITY TO BE REMOVED i I 1b o� 77 I r , T. o 76 1 it I� 75 SUMP SEDIMENT TRAP 1 3H: V PER DTL 1/C1 I W/400 SF SURFACE TYP AREA AT ELEV 74.0 f [ I " � I I I I 26 I 1 DITCH DIRECT STORM DRAINAGE , TO SEDIMENT TRAP I I FILTER FABRIC FENCE CITY OF AUBURN STD DTL DEV-6 TEMPORARY EROSION CONTROL PLAN- 1" TOP DIMENSION PER PLAN = 26' 1' MIN. OVERFLOW ' FLAT - •- r•ri -,,,- 400 SF SURFACE AREA AT ELEV. 74.0 4' MINIMUM 74.0 / NOTE: =1�1 I I_ 11-1 I_II 1111-U= =ll_1 TRAP MAY BE FORMED BY BERM OR BY II III-�Illill= 11 3/4" 1 1/2" WASHED IT PARTIAL OR COMPLETE EXCAVATION.' T' 71.5 GRAVEL @ OVERFLOW ONLY 2SEDIMENT TRAP CROSS-SECTION N.1.S. S:\99\99178\3?8-0 1\C1-178.dwg I Drafter Name: A. MIOTKE ( Plot Date: AUG 28 2001 13:57:51 1 Last Modified Date: AUG 28 2001 13:57:27 1 Submittal: REVISION 4 Z EXISTING HOSPITAL 0 33 75.0 2" - 4" ROCK _® OVERFLOW ONLY IPRAP 72.0 ® SUMP -PUMP INLET PIPE 2 C1.1 6' MINIMUM 1' MINIMUM DEPTH OVERFLOW SPILLWAY ` I I I I I I 00 i I I m X i I O I i I I D f ,i I ISING (TO H #7B 9 REMOVED) I � �I \ � EXISTING SSM08 CBTYP1 r" R=79.22 I R=77.99 MIN. V DEPTH NATIVE SOIL, OR f - -III =III 2' - 4' ROCK COMPACTED BACKFILL GEOTEXTILE -III-III_III III=III-III- MIN. 1' DEPTH 3/4' - 1 1/2" WASHED GRAVEL 1b OVERFLOW CROSS SECTION C1 N.T.S. UIILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, _I D o U a� ❑o Q nn lJ Q� V � > � V) N ❑= o � Ln w V)N �uul C� 0 0 _ Z co �o� CD _j o0M > ao Z "' N O 0 U �Qw Z M z LLJ Q f- w U .J z Q � C� U "' m 0 Z O W V) 0 J z o O z O (f) z O � n_ V Q 1171, C 0- O M U w LLJJ I- w V) L2 r co IE 75.12 (SE) - I TO BE - IE 75.02 (N) ( REMOVED I � T T T I � - - - - - - - - - - - - - - - - - - - - 7_. - - O I j EXISTING (TO BE REMOVED) I EXISTING CB TYP 1 Z 0 z 0 z 0 Z 0 _ SS MH708-43 R=78.13 cn � � � I R=79.33 I TO BE 0 0 y IE 75.33 (SE) i -- REMOVED a W W w w IE 75.23 (NW) chf - - - IE 75.13 (E) EXISTING (TO BE REMOVED) I SS MH #708-73 I R=78.23 0- 0- EXISTING CB TYP 1 IE 74.33 (W) R=79.10 IE 74.64 (S) TO BE REMOVED 75 0�0 I AS 01 ° 76 ` 1 'L� 77 oz 78 ,b I 79 ,SS7�NA T - LENG\e� EXPIRES 6/23/2002 RECORD DRAWING CERTIFICATION PROJECT REF: FACO i -0002 ; ADDOO-0058 DATE 11/03/00 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN DRAWN CCSI/OM ENGINEERING DIVISION'S REQUIREMENTS J �►-Z�'o\ _� CHECKEO J.B.R. DATE: Approved By. r, JOB NO. TITLE/POSITION:.0 w" ��,�99178 T Date Approved:_ dot S}+LIET N CONFIRMED BY CITY: DAM- -- C1 t7 53 84 82 78 76 74 72 70 F -1, 78 76 74 72 70 0+00 in 2 SECTION C1.1 1"=20' HORZ 1 "=2' VERT 1+00 SECTION C1.1 1"=20' HORZ 1 "=2' VERT 2+00 2+00 84 82 78 76 74 72 70 3+00 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PF" TO CONSTTM/M. THIS SHALL INCLUDE CALLING UTILITY LOCATE • I-SDO-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIO 6 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHM OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. J a z O U 0 VA E p W N F W t EXPOS yi RECORD DRAWING CERTIFICATION PROJECT REF: FACO I -0002 DATE 8 f 27/01 THESE DRAWINGS CONFORM TO THE TORS CONSTRUCTION RECORDS. THESE P(ANS ARE 'APPROVED' FOR CONfOM&ANIX NIH THE CITY OF AUBM DRAWN A.M. BY; DATE: � ENINNEERING OIVl WS RE ITS cp q-Ll-ot CHECKED JBR roe NO. 99178 nu AM' Data° 10f— SHEET NO. �ONFlRMED BY CITY: DAATE: a� • I-- 0 z O V) z N O N S:\99\99178\3-8-01\C1.l.dwg I Drafter Name: A. MIOTKE I Plot Date: AUG 28 2001 13:59:06 Last Modified Date: AUG 28 2001 13:58:44 1 Submittal: REVISION 4� PF�Oes 3ofiv .-► Itj . 1 ,�gggfi jif • li iiii -nI ......-.... ZI Lo 51 z ' ; }}## N . N- ,,44 I it' €# f 6 Htlf ##li#}qi 1V � po t�0 '�• ii N tG I r► i {u EXISTING CB DIVISION ST. 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STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800-548-4867). ;{`•t{li i€s;9ii#€: I RIM=7f1�-5- 77.91 2.) CATCH BASIN MUST BE SET LEVEL. MANAGEMENT IE . I} iii> ..#i,...::::::.4;:!.;:!:;•;::::.:::.:.!!j " }bi+ir 3-) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. 2035 N.E. COLL A BLVD. • PORiLANO, OR 97211 4•) FLEXIBLE COUPLING TO BE USED AT INLET do OUTLET. FERNCO OR ENGINEER APPROVED. (�) 548-4687 FAX: (503) 240-9553 #` 5•) STORMF#LTER REQUITES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE h. SINGLE CARTRIDGE STEEL MANUAL FOR DETAILS. i ' t 0 6.) CATCH BASIN STORMnLTER.SPECIFICATIONS: CATCH BASIN I il>""IWi44�i ni{I'il:iit4Mhwc - STANDARD UNIT H-20 UNIT (OPTIONAL) LOAD RATING: 12.000 L.B.20,000 L.B. (MIN) STORMFILTEf� DATA CONSTRUCTION: 10 GAUGE STEEL 1/4" STEEL PLATE CONCRETE INLETCOLIAGRATE: R: NOTCAST IRON REQUIRED DUCTILE IRON STRUCTURE CALLOLT ID !. REQUIRE RIM ELEVATIO N 77.30 :.,:::::!::::!:It :.............'.i!9i!a" WATER DUALITY FLOW CFS 0.027 9#14 E•t'Nii :};:x:;:; `9i!4'!!;i! 49! ::':"e' PEAK FLOW (CFS) 0.089 RETURN PERIOD OF PEAK FLOW 100-YEAR I 2'-s• I MEDIA TYPE CSF LEAF 9•`illiili',yli(ij,jIiil 78 H-20 LOADING REQUIRED?* !�1##!# SOUD COVER AT INLET?* €��tlEi1€ ! W - --° FLIER PIPE DATA I.E. DIAMETER #tt#?.i1t49!,t CHAMBER - INLET STUB* FILET - - �{ 2' 2 3/4" OUTLET STUB 8" STD • 75.07 8" IE REDUCED PRESSURE BACKFLOW CIRCLE CONFIGURATION: ASSEMBt Y REQUIRED PERFO BAFFLE ':(iiiii�i S-8 3/4' �-'► WAC246-290-490 (SEE PLUI PLANS) #' x 78.25 78.41 Hill'�" t!AI!.,4i., .,..,i..}.:...:. .:.:.:.:.{!.i.a.., :....! FILTER O..T lET 1' _8• } �#_• •tt4L; : + !i4 # i , • � OTHER NON-STANDARD i ! '•`#i!`:{aa!ja " ITEMS OR SPECIALS: :1 El ...:.:.:.:.:. .. I:.:.:.:.:,:, €' ' !!!!;ji;;l I�ii1Jl##i}"" I A SECTION VIEW STORMFILTER CATCH BASIN - li?h€#il'i#ij,B-B GRADING & STORM WATER PLAN o *NON-STANDARD ITEMS 1 = 10 -D i, • +� kt#i.#lf; #.. to ! ! ...... 1f . ##'€ Nti#i!9# €t#i i 9i11!i#91;;i;'i' ! AVA L.ABLE AT EXTRA COST ! tE$s i'F!r'iii{ti! i," !tt.• t,' E I ,'j i{ ' OUTLET 78.57 78.70 PIPE STUB i! € RADIAL FLOW ' trE!= j ..; •� , � i # � ,E; , � cARTRiDGE #{7`�x i###i Il hI{ek i ; }i} E DIAMOND PLATE COVER •n:,ttli ##!aL �#' t"•t9'x. ,:#,E' n 1 A HINGED CLEAI'gUT h#!l'pj9t EL LID I '[titilp �# PULL/LIFT ANCHa2 TYP PIPE KET STUB ( ) INLET GRATE � () •�r;}iii €€i#i.,h;En'!;:`�:ii n 90 m D {€ { !€€#!; ;ij j9j :::. �, CATCH BASIN STORMFILTER - PLAN VIEW @B a x r m91f#i § t }. •. i l€;9!9i4i:4i:'..:IE!N.T.S. iii ~ m a tj -u ,tea < LET GRATE € ti,tgiki; IIf i s,; {,•„j ;•#fl 11,: € { i, •i•ihiE';##iiyj r.E;'i ;i �`t�; ; . IEi pp tl#, L �+ , a ! 4 -to :•• {# .a f� l EI}li`#fi�#.!{t., `• l€' ; ,`•��"''"}li{li {'1'{',� #" < mm 3 Z ~ � D !'! ''# 9Filjjii '!•i #t fit s#iililr+ .. Ipill Et = !. ' {� { L ii„?p.l, ! =E,-11 :.. #,: i:l.I �{�t.� !i9l:i:' Pi:i �?{. #}t' , # # ' .:a;#•{itt��xl}€il'iE!l J i,. h #U# m n n: Ei:,{{}€€#{#,E;j E "I {ila . #{ ii919I tt lEif s;#i! ## { :..!.. i9.}•1Eiii1''+! llhphltillkRlliii•OVERFLOW CAPP rV lEt€{I#Ijs t. L,•ii�f ,` :i:::i:}E}i}�/tEn.;i!: i;,t!�jN'xi BYPASS WEIR ED ClEANOUT M1 -U C = { x �F' i:..." .. .. OVERFLOW BYPASS WEIR Y-A 3/4' # 9itt CORROSION RESISTANT t1`(l,ikj'ill,i€{ tid COATING ALL SURFACES }IEP:.:t3491`�.II ;iiii i;jii:i::i#i: 8" PIPE OUTLET STUB FILTER CHAMBER MEET CHAMBER 2'-0" 2'-5- The STORMRATF,R MANAG1311ENT I U.S. PATENT NlY15 922,629, CATCH BASIN STORMFILTER - SECTION VIEWo. A -A No. 5,707.527, No. 6,027,630, No. 6,624,576. AND OTHER U.S. AND FOREIGN PATENTS PENDING SHEET �'' CHISI eY: arcat MX Tn or. ANR- APPWM w: Al Oq{C, CATCH BASiN STORNFILTER AA STANDARD CONFIGURATION 1 SCAB: PROJECT NO. DKIWO4 FRE 9-W: At 9N©1NV am LAST COIF. #A PLC" OAT- 1 S:\99\99178\As-LLuilt\C2-99178.dwg I Drafter Name: A. MiOTKE I Plot Date: DEC 29 2003 13:41:32 1 Last Modified Date: DEC 23 2003 15:15:40 1 Submittal: AS BUILT SET \ EXISTING SSMH #708-72 M14=77.27 ------------> > 8 =7-3,27 N) 8"=73. �17 E ,,,--EXISTING SDMH I -AIM-7.24-- - - �� 8"PVC=74.63 N) mo' I 6"PVC=74.58 SW) ZIrn 8"PVC=74.48(E) I I 8" -- 7Z-� -- -�--� NEW SSMH I #708-73 RItA=77.75 A 6LI EXISTI G CB - IE-73. R =7 .50 I,M 8 D.I. 74.10 TWO-WAY I SEWA I CAP P ABAND01 i I► Irr I 6" PVC SDR 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, RECORD DRAWING CERRFICATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON TO THE THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTRACT CONSTRUCTION RECMS• THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY, DATE: , .o OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXiST. LOCATIONS OF SAiD UTILITIES AS U�- SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE _ SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, � THE CONTRACTOR SHALL CONSULT RUPERT ENI0 ERI NG, INC. CONRRMED BY CITY: NA NA I I N i N F TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH DATE: CONSTRUCTION. tQN) O' J to � I- U � 0 d z J > O W [E v [ 79 8 - w ' s (9 Z ko- I C7 J D Z „ © Q $ Ln ` CV � L J LrJ - _ z �,. is Z W Z) Q CD CI.7. W WN � I � m W Q (� J fi Z o M Of O F-- Q (n^_J // L� Of LJ I- W 0 cr7 c o n 0 0 `n C-4 0 g v7 Vi Vi u S� C.) CO Q_ 0- 0- CL E �i CV 11'7- sF to Q 0y OF AS F GISI \ Z G 111 U3 �� 4c4 L �\ EXPIRES C/23 2 PROJECT REF: FACO1-9002 DATE 1 1 /03/00 THESE PLANS ME * FOR DRAWNCONFORMANCE WM 7HE qTY OF AUBURN CCS'1/0M ENqNIEERMG MVMM'S REQUMEMENTS 00-1-01 CHECKED J.H. Approved By, jo&v�� - � & j06 NO. 99178 Date AWvmd-.21AIltSHEET N0. C .' 3 ,.- 8" I— — --/— m r m W o W6""' W I ( I I Z SAWCUT & PATCH STREET PER COA REQUIREMENTS I WET TAP _ 90 I 4,/ m WET TAP-t 4" WATER ME rER z CiTY OF AUBUR N Di N 00 a° I coo co cn IO a n 90 rq D Z7 © xrM D M ►'l 0 ty —u —< < r >C)tjrn n7 \ M rr' x \m�-1 >C) Mcz2: ` w d+ MM & VA" ;Ta arL 1.., JNE TO ,ENSED I PER SM-4 F.-, EXISTING CB \ EXISTING SSMH \ #708-72 R =77.27 .— — — — — — — — — — 8"27 N) / 8"=73. 7 E) \ I �- EXISTING SDMH I ��M�2�—. y,- 8"PVC=74.63(N) rn � I 6"PVC=74,58(SW) rn 8"PVC=74.48(E) EXISTING CURB WM—M/ o — I 8" W W n::. �i 13 EW TYPE 1 B t , ,, d• .•t! I a i m , m iff, �.f'.i r a :. , i° , E f s i , , fiN : ° d E £ d did OF DRIVEWAY PER COA STD DETAIL_ STDW-1 C 5' 3' 24' 3' 5' SIDEWALK PER COA STD DETAIL STSW-1 W — W — W— DIVISION ST. N900'00"E 366.00 — A STORM FILTER SiNGLE NEW TYPE CB CARTRIDGE UNiT BY "STORM SOLID LID WATER MANAGEMENT, INC" RIM=78. •. 8 RIM=77.30 75.67 IE=;M. SIE=75.07 (NW) 75,67IE=7§-L38 E 5' 3 24' 3' 5' 75.65 IE= 75-.7-I& N OF AY PER COA STD DFrAll STDW-1 C EXISTING CB Q RiM=76.71 74.801M S .#i , .i:•r• i E ..•, �d ..E4 i•,. i(�j(Ec� i i` �� i id.a,3id. •,i:?sd3�. ' •i ir=i fiC: - s.i::,S.:: ff 1:; .i.: d•EHdif 1t. : .Q r..j id iEt.1 �, i � dd }•V � e .a• •5iiiii�iA • •�"• ` - S -� ,,%j�� ,E�o-d : fidj jfd . • Ir d' r{,• ,d n >I{{E { ,i �...:.. }N .d .r•p4a j • I Si A iY EVE ESMT 781 IE�... ck _ a i - IE� £.5 �� 3.55 a — e n ; 1 'ri ji{s , ,ji ,}{j i.•.: �i ',.: , ':;'t 4i it � �.. � :_ � � e, e � � p ± y' t}# ...: �d it .•.+I r1 1 -'f1 � r 116 6 C " PVC SDR � i .:, • :: ,... :}}•jf•�ftii'dE } :r:r'i5!jf?!f.,i: t ..__. ......»_� ......_ ........:..... .......' :..•d,Ed' j?;:....,.d, . . .. : , ii£# ,.,.::. � •iltE di• , :. , ,..: ..... S� � 30 8 , PVC S — j t.. :i:.•.:,...:.. £:,.:r..:.:.rt, a...: d di£i:, t# :., .....•.t;d€ f T d NEW ' SD I SS H I k�• CO S008 � :... ;.. ?. .fH t#d in.. .E.�:.•.... EF! ••.:.. .,...1, ,r .Nd.:..}t. Ei,,. i. ::., :.: . 7O 8 7 :,ld.r I :� .,_. ....... ., ,. .,. \ � I � ......., ...i..:. i.,.y E. , . 176 8 PV , .... .,...:.... ,4 ....:d. ...�.. i i,r ...• di� C SpR 21 i _.. , . , . ,... ....... .,.tdd..E i t •� .. . , .Idd fd . t ....:.... ... . 6 I �...:.. ': i f� L II .... .. ........ iE<d d . •Nf. .,•:.. 'ij,,, i. ., ...•...d. t. r{ .,... SS �+.+rrrr.r ;,. t ..ys: .. • :;:.•yxd, i ::,:.,..:.: •.::. •.., s ... P i o-, £ i.! . rr _ , ......:.'.•Fd.i:..:F..i,.,.?,:.fd.idi..r} i,., •di.d?d.f... pi:�• a :.. !ryf..., ` «wr....:... �.. i 6 I f s . •. ; , ,•,..:;i, ;. }.. :.:.:.: ...:.....ddf f.:. }S£ •: :.: i,Eld£f:.:e;j ,s : r , 3 : ;,d.;tj,; .._. � .: :;: ....:.yp: l RIM-77, 5 dd s .. ..: ..%Efi i F ,dd....i:+?,:,• ,. � r.a.i,. , _ ,...�,. ,�.•. r...: ,,, .., ^ .....:... . • ,� �. :•s d. 74.27 S 0.005 ..... ::..:'. .. � EXISTING NG CB ' e�r � . ai#i ,#�N.i; j s d ,i,j.,d;: id ! .iddd•: � i id a:i,l , �•-�•��.�'^' -;r P}ih °...H ?'. �.r € ,, d#{dr d•i'dfE:: jf�\ � —` l:V 4. ••. CV I �:. � _ 73.68 �`'` J� .. R 77.50 I I . _ •i� d I, {disf... },E;• t 1 ,--„�..� SD=�"� i, D I. 74.1011 r i _. r di dI. }..."Lj .tt. i i a; �� 'i•ij �3i ..; v �y t � � / 6 .f3� :: , . � i:diEdddd,. , • ,: •. ! ,if II I I i'. 74.48 `. � IE SS 74A2 " _ . _ ,W_,, .� , , ,.... , •� 1 D —6 ,. .,_ 1.09 :CLR L — t " 6 C PVC I — ! = d�ir`drdEi dj 'i' I " i s .;:' Vi 7 — 6 SD i I SDR } --8 PVC S AGE EJEC OR 1\�1\_ 21 I/ \yy�yy i iu�Rs-t,ur►t\t;s-��i / .dwg I Drafter Nome: A. MIOTKE ( Plot Date: DEC 29 2003 13:38:02 Lost Modified Date: DEC 29 2M3 13:37:54 1 Submittal: AS BUILT SET I = i u -u dl THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, RECORD WWWCERPMTiON PROJECT REF: FACO 1-0002 : ADDOO-0058 Z DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THM DR000GS CONFION TO TW THESE PLANS ARE "APPROVED" FOR THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONR'S C005TRUCTKM RECORDS. THE HORIZONTAL AND VER;—'AL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLIh;v UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING AFL "AISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROC—,WiING WITH 0 DATE: `= 1.1RME7 BY CITY: DATE: _._ CONFORMANCE WITH THE CITY OF AUBURN o ENGINEERING DIVISION'S REQUIREMENTS C-P �-21 Approved B,- T Date Approved: c 2 / /,0/ t� J U a � u oa o a Q U C14 w ,) N 2 luul (� w d z t �Z 04 aO � u� z D C)::- m W Q �--- C,.� W LLJ 4� �-- V) m V) J Z F— d= m 0 o N ui w (N ZC O y� W Z fn (/7 c a b z 11103 C/ST��F' EXPIRES 6/23/2002 DATE 11103100 DRAWN CCSI/OM CHECKED JRR JOB, NO. 99 178 SHEET NO. C 3 rli.7/i l M 3 O 1 M ;M is VEFMC:AL LEADER 4 SETS OF HOLES PER RING ROOF DRAIN CONTROL STRUCTURE `,�, �INTS DIVISION ST. NO'00'00" E 13 Q D U 0_ rV)n o0 0 ZxZ z -u n� Q A A -4A V m U N 0177- c» lJ� W CA'� o I �� � - z F-T QNo � � / v oo I °v°CID o yt •1 CW 39 CAQ I z o I >'1 (0 D ,— o M V) 3 -1-1--11 Z E v - f Iro o I o iv I I I 1I Q _ 2I 12 _ 1 I I 3 I I , — ---- I 1, I„ I -- ---- — __._/ cr- MM ► I m f- II li I 1 I I I ( Z LLJ cn N 152'-2 1� W U np-_umo — — (31 I I V I h- �' z m o INNEWN �w V) / � o .. W z J C4 m O ROOF DRAINAGE/STORM WATER DETENTION ff ONE SET OF HOLES o UTILITY CONFLICT NOTE: PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE T THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE MITRACTOR'S CONSTRUCTION RECORDS. CONFIRMED BY CITY: DATE- It -5.03 PROJECT REF: FAC01-0002 ; ADDOO-0058 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By: S..IL Date Approved: V-21' D 1 r2 ZO O O Cn (n D (n (n Z o o - cii-cf � n u U w C-)W 5 CL � �IIIIIIIIVIIII�1 .� S� N1TFG1� 0VFpN1l;�`j EXPIRES 6/23/2002J DATE 11 /03/00 DRAWN CCSI CHECKED JBR JOB NO. gg 178 SHEET NO. C . 4 j '2 e fth S:\99\99178\3-8-01\C4-99178.dwg I Drafter Name: A. MIOTKE I Plot Date: AUG 16 2001 10:21:06 1 Last Modified Date: AUG 16 2001 10:24:00 1 Submittal: REVISION 4 1 r FF obs 6 of I _ _ I L--- .---^------------ rr--====:lI"-lA LANDSCAPE PLAN Scale . P a 20' LYNN WILLIAM HORN & ASSOCIATES, LLC LANDSCAPE ARCHITECTURE 10828 GRAVELLY LAVE DR. S.W. SUITE 103 LAKEWOOD, WA. 98499 PH: (253) 582--6984 FAX (253) 582-4442 r 1VLIAN1 HORN CATE NO. 41 Q ATE OF >HINGTON jISTERED ARCHITECT LIAM HORN TE NO. 419 U14VERSAL HEALTH SERVICES, Inc. 367 South Gulph Road King of Prussia, PA 19406 C. Jae Buskuhi, Architect Architect 1919 McKinney Avenue Dallas, Texas 75201-1753 Jaynes L Mitchell, PE Structural Engineer 1919 McKinney Avenue Dallas, Texas 75201-1753 nlchard L Rome, PE MEP Engineer 3625 North Hall Suite 1300 L13139 Dallas, Texas 75219 Rupert Engineering, Mac Civil Engineer 1519 West valley Highway, Ste 101 Auburn, Washing 98071 Design Studio, Inc. Owners Consultant 161 Leverington Avenue Philadelphia, Pennsylvania 19127 Lynn Nnlllam Horn EK Assoc., LLC Landscope 10628 Gravelly Lake Drive SW, 1103 Architect Lakewood, Washington 98498 HKS JOB NO. 4104.001 /1\ 4-16-01 per Clty of Auburn z -1-1$-CA1 a1wa1 LANDSCAPE Fl-AN pF Ub5 oP I v 0 2000 HKS Inc. 6FECIFIC,'I"'TION6: 1. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ANY FEES AS REQUIRED FOR ANY WORK ASSOCIATED WITH THE J SHRUBS SHALL BEAR SAME LANDSCAPE AND IRRIGATION WORK AS SHOWN. RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS 2. VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO ANY WORK ADJUST EXISTING GRADE WORK AS REQUIRED, UPON APPROVAL OF THE LA, OTHER APPROPRIATE DE51GN CON5ULTANT(S) AND/OR OWNER. GROUND COVER PLANTS TO BE PLANTED SIMILAR VERIFY LOCATION OF ALL EASEMENTS PRIOR TO ANY WORK TO SHRUBS BRING ALL ADVERSE CONDITIONS, AS SOON AS POSSIBLE, TO LA, ARCHITECTS AND/OR OWNER'S ATTENTION, PRIOR TO CORRECT IONS/MOD IFICATIONS- CONTRACTORS SHALL CONFORM AND COMPLY WITH ALL REGULATIONS AS REQUIRED BY THE GOVERNMENTAL AGENCIES, WHICH 2" MULCH THIS PROJECT OCCURS WITHIN. SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, LABOR, EQUIPMENT, SOIL SAUCER AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE 6UBGRADE AND SOIL PREPARATION, BERM FILL MATERIALS, PLACEMENT AND GRADING OF TOPSOIL, IRRIGATION SYSTEM, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZERS, REMOVE VITAMIN 5-1, STAKING AND MULCHING, APPROPRIATE BURLAP FROM — 3" MIN. PROTECTION, MAINTENANCE, GUARANTEE AND REPLACEMENT OF PLANT TOP 1/3 OF —_ MATERIAL, CLEAN-UP, DEBRIS REMOVAL, AND ANY ITEMS NECESSARY ROOT BALL I OR INCIDENTAL TO COMPLETE THE WORK SHOWN AND SPECIFIED. LAND. CONTRACTOR SHALL CALL UNDERGROUND UTILITIES LOCATOR SERVICE PRIOR TO ANY WORK lt1 SHOULD ANY ERRORS OR CONFLICTS BE PRESENT BETWEEN THE Qr TOPSOIL BACKFILL DRAWINGS OR 6PECIFICATION5 AND ON SITE CONDITIONS, THE LAND. } CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LA ARCHITECT _ OWNER, PRIOR TO PROCEEDING WITH WORK �5 3. ABBREVIATIONS FOR INTERPRETATION OF LANDSCAPE PLANS O, 'MM=` T OZ. - ON CENTER, 54B-BALLED 4 BURLAPPED, CONT. a CONTAINER `9 CONE OF HAND FIRMED HT.aHEIGHT, SPRD.=SPREAD, CAL.r.CALIPER, N.T.S.-NOT TO SCALE, SCARIFY TO TOPSOIL FOR SHRUBS MIN. -MINIMUM, LA -LANDSCAPE ARCHITECT, MAX.eMAXIMUt'1. A (oDEPTH VARIES -SEE NOTES 4. ALL GROUNDCOVER AND SHRU55 SHALL BE PLANTED USING TRIANGLE SPACING AS SHOWN BELOW : SHRUB + GROUNDCOVER V -0" O.C. FOR GROUND COVERS SPACING DETAIL GtAjE4_3'-0" Or—, FOR OTTO LUYKEN LAUREL SCALE, 1"-0 5. PLANT AS PER DETAILS PROVIDED, ADJUSTMENTS WILL BE BY THE LA. ONLY. BRING ANY PROP05ED CHANGES TO LA'S ATTENTION PRIOR TO R"J- ,HRu5 FL ANT 1NCz' DETAIL LA'S ATTEN�ION_ AREAS OF STANDING WATER SHALL BE BROUGHT TO THE NO SCALE 6. ROTOTILL OR SCARIFY EXISTING SUBGIRADE TO A DEPTH OF 6 INCHES AND REMOVE ALL STONES GREATER THAN I INCH BEFORE PLACING TOPSOIL. SUBGRADE MUST BE LA. ACCEPTED PRIOR TO TOPSOIL INSTALLATIONS. )",.AWN AREAS DEPTH OF TOPSOIL IN LAWN AREAS (50D) TO BE 6 INCHES (COMPACTED DEPTH). FINISH GRADE OF SOD AREAS TO ALLOW FINISHED TOP OF SOD TO IBE FLUSH WITH ADJACENT PAVED AND CURB AREAS. PLANTING BEDS , DEPTH OF TOPSOIL 1N PLANTING BED AREAS TO BE 4 INCHES (COMPACTED DEPTH). TOP OF FOR APPLICATION OF MUTCH TO FLHE USH TWIT MLOW ADJACENT PAVED AND CURB AREAS. SUBGRADE IN LAWN AREAS TO BE 6t INCHES BELOW FINISH GRADE. 51,15GRADE IN PLANTING BEDS TO BE 6 INCHES BELOW FINISH GRADE. SUBGRADE TO BE WITHIN ONE TENTH OF A FOOT OF THE GRADE SPECIFIED IN THE CIVIL ENGINEERING GRADING DOCUMENTS. 1. PLANT PITS SHALL BE TWICE THE SIZE OF THE ROOT5ALL5, HT. AND WIDTH. PLANT AS SHOWN IN DETAILS. SCARIFY 6„ OF SOIL UNDER t THE PLANT PITS. CONTRACTOR SHALL TEST THE PITS FOR DRAINAGE PROBLEMS, IF ANY PROBLEMS ENCOUNTERED THEY SHALL BE BROUGHT TO THE LA'S ATTENTION FOR CORRECTION, PRIOR TO THE CONTRACTOR HEIGHT OF STAKE SHALL TAKING ANY ACTIONS. RE 5'-0" HT. ABOVE PROPOSED DRAINAGE SOLUTIONS SHALL BE APPROVED BY THE LA, FINISHED GRADE. UPON NOTIFICATION BY THE LANDSCAPE CONTRACTOR THAT THERE 15 A PROBLEM. r FIGURE 8 RUBBER TREE TIE - L BEAR SAME NO PLANTS WILL BE ALLOWED TO BE PLANTED DURING TIMES OF TREE SHALL "GRQ-STRAIGHT" OR EQUAL, RELATION L FINISHED GRADE PROLONGED FREEZING, AND DURING TIMES WHICH THE TOPSOIL IS IN 2 EACH TREE, ATTACH 50 A WET OR MUDDY CONDITION. PLANT ONLY DURING TIMES OF LOCALLY AS IT BORE TO PREVIOUS TREE IS ALLOWED SOME EXISTING GRADE ACCEPTED PRACTICE. STAKE TREES A5 SHOWN IN THE DETAILS. MOVEMENT BUT NO RUBBING. PLANTING PROCEDURE: A. PLACE PLANTS IN PLANTING PIT WITH TOP OF NURSERY SOIL LINE i" 3 BROWN STAINED 2x2 NOTE : TO 2" ABOVE FINISHED SOIL LINE WHEN BACKFILLED, MULCH TO COVER STAKES PLACE OUTSIDE FILL HOLE WITH WATER 4 ROOT AREA. OF ROOTBALL ALLOW TO SOAK IN BEFORE B. WHEN PLANTING REMOVE ALL CONTAINERS, REMOVE BINDING MATERIAL STAKE -MIN lb" DIAMETER, PLACING PLANT, FILL WITH FROM THE TOP HALF OF BIB MATERIAL. MAKE SLITS IN LOWER HALF 2 EACH TREE PLACING AMMENP ANT,BACFILL, TAMP TO ALLOW ROOT PENETRATION, DO NOT BREAK PLANT ROOT BALLS FIRM 4 WATER AGAIN IMMEDIATELY C. BACKFILL WITH IMPORTED TOPSOIL AND LIGHTLY TAMP SOIL TO FILL 3" MULCH AFTER PLACING PLANT THE PLANTING PIT, PROVIDE WATER SAUCER AT SURFACE. f D. IF PLANTING HOLES ARE IN CLAYEY SOIL BREAK ANY GLAZING ON SIDES SOIL 5AUCER REMOVE TREE STAKES AFTER OF HOLES PRIOR TO PLANTING. FERTILIZE ALL PLANTS AFTER PLANTING. ONE YEAR E. IMPORTED SOIL TO BE "PROFESSIONAL GROWERS BLEND" AS MANUFACTURED BY LLOYD ENTERPRISES OR PRIOR APPROVAL EQUAL. REMOVE — BURLAP FROM 3" MIN, TOP 1/3 OF ROOT BALL �� 1 I 11.1 O 4 U TOPSOIL BACKFILL l } N, , X 1 "llL�luT�1L-rTILG CONE OF HAND FIRMED SCARIFY TO VARIES -SEE NOTES TOPSOIL FOR SHRUBS A 6 DEPTH TREE STAKE TO PENETRATE IV' BELOW BOTTOM OF •THIS DETAIL TO APPLY TO BOTH PLANT PIT. DECIDUOUS 4 EVERGREEN TREES T ANT1N 4 5TA<N TA1 2 NO SCALE 8. FERTILIZE ALL TREES AND SHRUBS AND I GALLON GROUNDCOVER5 WITH SLOW RELEASE FORMULA FERTILIZER TABLETS, 20-10-5, AS PER MANUFACTURES RECOMMENDATIONS. AGRIFORM BRAND TABLETS OR APPROVED EQUAL. S. ALL MULCH IN PLANT BEDS SHALL BE FLUSH WITH ALL ADJOINING HARD SURFACES, ROADS EDGES, TOP OF CURBS, ETC_ MULCH SHALL OCCUR IN ALL PLANT BEDS, MULCH SHALL BE 2" DEPTH OF MEDIUM GRIND BARK MULCH. SUBMIT SAMPLE TO LA ARCH. FOR APPROVAL. APPLY SMOOTH t EVEN IN ALL BEDS. 10. APPLY VITAMIN 5-1 ROOT STIMULATOR TO PLANTS PRIOR TO PLANTING OF ANY PLANTS. APPLY ANTIDESICANT, TO PLANTS AT THE NURSERY, PRIOR TO DELIVERY TO SITE. All. - 12. THE CORRECTION OF ALL DRAINAGE PROBLEMS IN ALL PLANT BEDS 15 A PART OF TH15 CONTRACT. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING APPROPRIATE GRADES TO ENSURE THAT ALL WATER SHALL NOT COLLECT IN ANY PLANT PITS OR PLANT 5ED5 OR AGAINST BUILDINGS AND WALKS. Q 13. ANY SUBSTITUTIONS, DELETIONS, ETC.- SHALL BE APPROVED BY THE LA AND THE CITY OF AUBURN PLANNING DEPARTMENT, PRIOR TO ANY WORK 14. CONTRACTOR SHALL PROVIDE THE OILIER WITH A ONE YEAR GUARANTEE ON ALL PLANT MATERIALS AND IRRIGATION WORK AND WORKMANSHIP. GUARANTEE SHALL BEGIN UPON FINAL ACCEPTANCE BY LA. MAINTAIN ALL PLANTINGS 4 LAWN AREAS UNTIL FINAL ACCEPTANCE BY THE LA IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO ARRANGE A SITE MEETING, AT THE CONCLUSION OF THE ONE YEAR GUARANTEE PERIOD, WITH THE OWNER AND THE LANDSCAPE ARCHITECT ON51TE. 15. VANDALISM CORRECTIONS ARE THE RE5PON51BLITY OF THE CONTRACTOR LAND. CONT. SHALL TAKE EVERY PRECAUTION TO PROTECT ALL WORK DURING CONSTRUCTION. PROVIDE FENCING/ROPING AS REQUIRED. S 16. CONTRACTOR SHALL PROVIDE LA WITH 12 HOUR NOTICE ON THE FOLLOWING INSPECTIONS: 1. INSPECTION OF FINE FINISHED GRADES, PRIOR TO PLANTING. 2. PLANT MATERIALS INSPECTIONS. 3. IRRIGATION INSPECTIONS. 4. FINAL INSPECTIONS. THESE INSPECTIONS CAN OCCUR AREA BY AREA, AS REQUIRED. THESE INSPECTIONS ARE REQUIRED. IT 15 THE CONTRACTORS RESPONSIBILITY TO CALL THE LA. AND SCHEDULE A TIME. THE C05T OF THESE INSPECTIONS WILL BE THE RESPONSIBILITY OF THE OWNER I'I. DO NOT PRUNE ANY EXISTING VEGETATION OR NEW LANDSCAPE MATERIALS WITHOUT THE DIRECTION OF THE LA AND/OR OWNER Q 18. SEE ALL GRADING, ENGINEERING, ARCH. SITE, AND UTILITY PLANS. IS. ALL FINISHED GRADES SHALL BE AS PER THE UBC CODE, AND LOCALLY ACCEPTED CODES FOR THE DISTANCE BELOW BUILDING SIDING, 20. ALL PLANTINGS SHALL BE IRRIGATED AS SHOWN ON THE IRRIGATION PLAN. 21, PROVIDE AN ACCURATE "AS -BUILT" DRAWING OF THE FINAL LANDSCAPE AND IRRIGATION WORK TO THE LA, UPON FINAL APPROVAL OF THE WORK 22. OBTAIN ALL BONDS AS REQUIRED BY THE STATE AND LOCAL CODES, TO PERFORM WORK AS SHOWN. 23, INSTALL "DEEP ROOT" ROOT GROWTH BARRIER MATERIAL AS PER THE MANUFACTURERS RECOMMENDATIONS, AT THE BASE OF ALL TREES WITHIN TEN FEET OF ANY PAVING, AS SHOWN ON THE PLAN. CALL K-C SALES, KIRKLAND, WA. 206 483-8311 FOR FURTHER INFORMATION AND COSTS. ROOT BARRIER SHALL BE 24" DEPTH MATERIAL t A MINIMUM OF 8 FEET LENGTH ON THE SIDE OF ANY TREE REQUIRING SUCH BARRIER 24. ALL PERMITS AND BONDS, AS MAY BE REQUIRED BY THE CITY OR COUNTY, IN WHICH THIS PROJECT OCCURS,SHALL BE PAID FOR AND AVAILABLE AT THE TIMES REQUIRED BY THE GOVERNING BODY, AND PROVIDED FOR BY THE LANDSCAPE CONTRACTOR 25. SOD LAWN TO BE EMERALD TURF FARM SOD. INSTALL SOD WITHIN I DAY OF CUTTING SOD FROM FARM. ROLL ALL SOD AREAS AFTER INSTALLATIONS. ALL SOD SHALL BE FLUSH TO TOPS OF PAYING, ADJACENT CURBS AND MULCH IN BEDS. MAINTAIN, AS PER THE GROWERS RECOMMENDATIONS, UNTIL THE ENTIRE PROJECT 15 ACCEPTED. NO NETTING 15 ALLOWED IN SOD. 26. PROVIDE A 24" DIAMETER MULCH CIRCLE AT THE BASE OF ALL TREES IN LAWN AREAS. THIS PLAN SHEET CONFORMS WITH THE CITY OF AUBURN PLANNING DEPARTMENTS MINIMUM LANDSCAPE REQUIREMENTS APPROVED BY: 5W DATE APPROVED: 09•ZI.01 i I G R 0 U N D G 0 V E R °a I 1 5 T SYMBOL GKlANTi BOTANICAL NAME/ CCIrIM0N NAME 61ZE SPACING REMARKS 7 A$ REQJIIRED ARCTOSTAPHYLOS UVA-UR31 / 1 GALLON 3'-0" O/C TRIANGLE I KINNIKINNICK CAN SPACED g N R U B 8 SYMBOL COMMON NAME NAME/ SIZE SPACING REMARKS 0 41 I PHSAMEA FRA6ERI / 36" HT. 4'-C" O.C. CONT. 0 © P �� UROCERA5U5 'OTTO LUYKEN' / 24" SPREAD V-O" O.C. 5+5 27� T R E E 8 I SYMBOLBOTANIC AL uq1 SEE/ SIZE SPACING REMARKSOMM i ® ' PRUNUS CERASIFERA 'THUNDERCLOUD' / 2" CALIPER AS SHOWN B+B, MATCHE i FLOWERING PLUM 0+ J 3 CUPRESSOCYPARIS LEYLANDII / 8' TO V AS SWOON B+8, MATCHE ��/ LEYLAND CYPRESS 3 ( ACER PALMATUM - RED / 2" CALIPER AS SHOWN B+B, MATCHE JAPANESE MAPLE © � T14WA PLICATA / 8' TO 9' AS $HOWN B+B, MATCHE UJESTERN RED CEDAR LYNN WILLIAM HORN & ASSOCIATES, LLC LANDSCAPE ARCHITECTURE 10828 GRAVELLY LAKE DR. S.W. SUITE 103 LAKEWOOD, WA. 98499 PH: (253) 582-6984 FAX (253) 582-4442 STATE OF AS11N GTON LIAM FTORN TE N0. 419 T RECORD DRAWING CERTIFICATION These drawings conform to the contractor's construction records. BY. DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: C 9 R UIJIVERSAL HEALTH SlNICES, Inc. 367 South Gulph Road King of Prussia, PA 19406 C. dos BuskL*k4 Architect Architect 1919 McKinney Avenue Dallas, Texas 75201-1753 James L M1tehell, PE Structural Engineer 1919 McKinney Avenue Dallas, Texas 75201-1753 Richard L Rome, PE MEP Engineer 3625 North Hall Suite 1300 LB139 Dallas, Texas 75219 Rupert EngkiesAng, km Civil Engineer 1519 West Valley Highwaayy Ste 101 Auburn, Washington 98011 Design Studlo, bw- Owners Consultant 161 Leverington Avenue Philadelphia, Pennsylvania 19127 Lynn Wllllem Hom d, Aasoc., LLC Landscape 10828 Gravelly Lake Drive SW, 1103 Architect Lakewood, Washington 98498 IiKS JOB NO. 4184.001 KEY PLAN (15 TRUE 1"T" DAN February 2, 2001 REVISION A 4-16-01 Per CItV of Auburn 2 1_15_0l © 7-3i-01 SHEET TALE PLANTING LIST / SPECIFICATION / PLANTING DETAILS ou P i P F ohs er; I LP " L2 OF .4 O 2000 HKS Inc. i� rL. At f'I CT (T 2" M, 7i a- v 5 "Al ICsATION PLAN 3 ,--,ALE: P a 20' LYNN WILLIAM HORN & ASSOCIATES, LLC LANDSCAPE ARCHITECTURE 10628 GRAVELLY LAKE DR. S.W. SUITE 103 LAKEWOOD, WA. 98499 PH; (253) 582-6984 FAX (253) 582--4442 FAI EiNVERSAL HMTH SERVICES, Inc. 367 South Gulph Road King of Prussia, PA 19406 C. Joe Buskuhl, Architect Architect 1919 McKinney Avenue Dallas, Texas 75201-1753 James L Mitchell, PE Structural Engineer 1919 McKinney Avenue Dallas, Texas 75201-1753 Richard L Rome, PE MEP Engineer 3625 North Hall Suite 1300 LB139 Dallas, Texas 75219 Rupert EngWooring, 6te. Civil Engineer 1519 West Valley Highwayy, Ste 101 Auburn, Washington 98071 Design Studio, Inc. Owners Consultant 161 Leverington Avenue Philadelphia, Pennsylvania 19127 Lynn William Ham A Assoc., LLC Landscape 10828 Gravelly Lake Drive SW, 1103 architect Lakewood, Washington 98498 HKS JOB NO, 4184.001 EL7 PLM �75 1 Al E I-)t- r�t,Ir.yL;TON TRUE +xx+TH f p, ;C ifTEC' LY V' YIAWi HORN r.h 1F ;ATE NO. 41 STATE OF A f NGTON { TTRED �' 6tiRQHITE DAIE February 2, 2001 RPM I 4-16-011 Per City of Auburn (Revieed Irr(atIon Layout) 2 1-18-01 I ' WI I HORN C TE NO. 419 SIEET MU IRRIGATION PLAN! NKS200 a, 53 Pl" d 06S �t nF I r M■ 1 1/2" WATER METER BRASS BALL VALVE UNION FEBCO DOUBLE CHECK ASSEMBLY UNION CHAMPION MANUAL DRAIN ASSEMBLY RAINBIRD QUICK - COUPLING VALVE IRRIGATION MAINLINE IRRIGATION SCHEDULE, NOTES AND DETAILS TO SYSTEM POINT OF CONNECTION DETAIL NO SCALE LOOP FOR CONTROL WIRE PROTECTIVE VALVE BOX GALV. UNION K24" LE ADAPTER & PIPE PVC 90" ELL PVC 90' ELL °A ° Oo �. o �- ^-r^�-�-.o°LATERAL LINE MAINLINE , 00 0o A° o GALV. NIPPLE SUMP AUTOMATIC VALVE DETAIL ( D NO SCALE SCHEDULE 40 PVC TEE LATERAL LINE OO t 6 e . 0 0 ° pO o• o O ° O 0 24" GRAVEL SUMP 1/2" AUTOMATIC DRAIN AUTOMATIC DRAIN ASSEMBLY 2 NO SCALE I"x8" GALV. SCHEDULE QUICK COUPLING VALVE DETAIL NO SCALE MAINLINE IRRIGATION NOTES 1.) IRRIGATION DESIGN BASED UPON A NEW 1" SITE WATER METER, DESIGN IS BASED UPON 60 LBS. STATIC WATER PRESSURE. 2.) ALL EQUIPMENT TO BE INSTALLED PER STATE AND LOCAL CODES. 3.) INSTALL AUTO DRAINS AT ALL LOW POINTS ON LATERAL LINES, RECORD LOCATIONS. SEE MATERIALS LEGEND FOR TYPE. 4.) PROVIDE 18" OF COVER FOR MAIN LINES, 12" FOR LATERAL LINES. BED ALL PIPES IN SAND, WITH A MINIMUM OF 4" SAND ON ALL SIDES. 5.) INSTALL ALL MEADS AS SHOWN. 6.) DRAWING IS DIAGRAMMATIC IN NATURE, FIELD ADJUSTMENTS MAY BE REQUIRED, BY DESIGNER. CONTRACTOR TO CONTACT DESIGNER FOR INPUT ON REQUIRED ADJUSTMENTS 72 IIRS. PRIOR TO ADJUSTMENTS. 7.) SPLICE CONTROL WIRES INSIDE OF VALVE BOXES, ONLY. SEE LEGEND FOR TYPE OF VALVE BOX. 8.) PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE Box 9.) USE "DRI-SPLICE" BRAND CONNECTORS FOR WIRE SPLICES. INSTALL AS PER MANUFACTURER'S DIRECTIONS. 10.) FROM CONTROLLER RUN 2 SPARE YELLOW WIRES, ONE TO EACH VALVE #1 & #8. 11.) CONTRACTOR TO PROVIDE OWNER WITH EXACT RECORD DRAWING PLAN, ON REPRODUCIBLE VELLUM. 12.) CONTRACTOR SHALL SUPPLY ALL POWER AND MOUNTING FOR CONTROLLER MOUNT CONTROLLER IN A RAINBIRD BRAND PLASTIC PEDESTAL 13.) CONTRACTOR SHALL SUPPLY ALL SLEEVING, HEADS, PIPING, DRAINS, VALVES, WIRING, ETC... AND ANY MISCELLANEOUS FITTINGS AS NEEDED FOR A COMPLETE INSTALLATION AS SHOWN. 14.) CONTRACTOR SHALL PAY ALL FEES AND OBTAIN ALL REQUIRED PERMITS. 15.) ALL SLEEVING SHALL BE SCHEDULE 40 PVC PIPE, WITII 18" COVER 16.) USE COMMON DITCH WIIERE POSSIBLE, ALL PIPING TO BE A MINIMUM OF 4" APART, IN A HORIZONTAL SEPARATION. 17.) IF ANY DISCEPANCIES ARE ENCOUNTERED, BETWEEN THE ACTUAL ONSITE CONDITIONS AND THE DRAWINGS, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED PRIOR TO ANY WORK OR REVISIONS. PROVIDE 72 HRS. NOTICE PRIOR TO WORK IN AREAS OF DISCREPANCIES. 18.) ADJUST ALL SPRAY NOZZLES AND HEADS TO SPRAY WITITIN PLANTING AREAS. 19.) TESTING REQUIRED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT: A) MAINLINE PRESSURE TEST. THE MAINLINE IS TO PASS A HYDROSTATIC PRESSURE TEST 'WITH THE MAINLINE PUMPED UP TO 100 P.S.I. FOR 4 HOURS. CONTRACTOR TO TEST PRIOR TO CONTACTING LANDSCAPE ARCHITECT. TIM TEST IS TO BE OPEN TRENCH B) COVERAGE TEST OF ALL HEADS. PRIOR TO TIES TEST CONTRACTOR IS TO ADJUST ALL HEADS, PROGRAM CONTROLLER, AND HAVE A COMPLETE SYSTEM OPERATIONAL TEST IS TO BE OPEN TRENCH 20.) CONTRACTOR TO PROOVIDE A ONE-YEAR WARRANTY ON ALL PARTS AND WORKMANSHIP. SCIL 80 Pt SCHEDULE POP-UP SPRAY HEAD & 80 LATERAL LINE ROTARY SPRINKLER HEAD DETAIL -04 NO SCALE MAINLINE MATERIAL LIST CATALOG # SYM. DESCRIPTION RAD GPM 1806-EST ■ RAINBIRD PLASTIC SPRINKLER 10' .6 1806-SST o RAINBIRD PLASTIC SPRINKLER 10 1.2 1806-10-H • RAINBIRD PLASTIC SPRINKLER 10' .8 i 1806-10-9 ► RAINBIRD PLASTIC SPRINKLER 10 .4 1806-10-T RAINBIRD PLASTIC SPRINKLER 10 .6 1806-8-H o RAINBIRD PLASTIC SPRINKLER 8' .8 f 1806-8-9 p RAINBIRD PLASTIC SPRINKLER 8 .4 1806-15-H RAINBIRD PLASTIC SPRINKLER 15 1.8 1806-15-1a e RAINBIRD PLASTIC SPRINKLER 15 .9 1806-15-F • RAINBIRD PLASTIC SPRINKLER 10' 1.6 1806-15-T I/g RAINBIRD PLASTIC SPRINKLER 15' 1.2 1 I 195103 NONE AMETEK VALVE BOX FOR POINT OF CONNECTION 170106 NONE AMETEK VALVE BOX FOR REMOTE VALVES & WIRE SPLICES 2" SIZE >< B & K BRASS BALL VALVE ; 200 3 4 R.S. Z� CHAMPION MANUAL DRAIN ASSEMBLY 33DLRC-3 4" N RAINBIRD QUICK COUPLING VALVE LOCK TOP W KEY ESP 16 El RAINBIRD AUTO CONTROLLER-36 STATION CLOCK PEB SERIES RAINBIRD BRAND AUTO VALVE SCH-40 ---- 2" PVC MAINLINE PIPING - SOLVENT WELD SCH-40 =__-_= PVC SLEEVING SIZE AS SHOWN UNMARKED = 6"0' SOLVENT WELD 805-Y-2' FEBCO DOUBLE CHECK ASSEMBLY CL-200 2" PVC LATERAL PIPING SOLVENT WELD CL-200 1 1 2" PVC LATERAL PIPING, -SOLVENT WELD CL-200 1 1 4" PVC LATERAL PIPING, SOLVENT WELD CL-200 1 PVC LATERAL PIPING SOLVENT WELD CL-200 3 4" PVC LATERAL PIPING SOLVENT WELD * ALL UNMARKED PIPE SHALL BE 3 4"0 -CLASS 200 14-1-UF NONE UNDERGROUND CONTROL WIRING WIIITE=GROUND & RED=SIGNAL & YELLOW=SPARE NONE KING AUTO DRAINS AT LOW POINTS ON LATERAL PIPING, EACH ZONE TO CONTAIN ONE DRAIN. RUBBER VALVE MARKER 2" CL-160 PVC SLEEVE PVC TEE ---7 I- (LENGTH AS REQUIRED) MANUAL DRAW 0 0. Oe . 0 4 24" GRAVEL SUMP e . pO 11 • � • 00 0, 0 ow ° o0 0 0 0 U oo ° bO o MANUAL DRAIN DETAIL NO SCALE VALVE SCHEDULE VALVE # SIZE G. P. M. 1 1" 7.8 2 1" 6.0 3 1" 14.4 4 1' 12.6 5 1 14.8 6 1 13.2 7 1 13.5 8 1 , 9- 9 1' 4.8 A 10 1,l LYNN WILLIAM HORN & ASSOCIATES, LLC LANDSCAPE ARCHITECTURE 10828 GRAVELLY LAKE DR. S.W. SUITE 103 LAKEWOOD, WA. 98499 PH: (253) 582-6984 FAX (253) 582-4442 A 6.(a I Al E O V SH! (,fiTION Xl ISE v tali ,HITEC7 JAM HC)RN lE NO 41Q gem UMVERSAL HEALTH SERVICES, Inc. 367 South Gulph Road King of Prussia, PA 19406 C. Joe Buskuhk Architect Architect 1919 McKinney Avenue Dallas, Texas 75201-1753 Jsnw L Mitchell, PE Structural Engineer 1919 McKinney Avenue Dallas, Texas 75201-1753 Richard L Rome, PE MEP Engineer 3625 North Hall Suite 1300 L 8139 Dallas, Texas 75219 Rupert Engineering, km Civil Engineer 1519 West Valleyy Highwaayy Ste 101 Auburn, Washington 98071 Jwlwwwwwwl�ww�lwlwwlwwi Design Studio, Inc. Owner's Consultant 161 Leverington Avenue Philadelphia, Pennsylvania 19127 Lynn William Horn d Assoa, LLC Landscape 10828 Gravelly Loke Drive SW, 1103 Architect Lakewood, Washington 98498 HKS JOB W. 4184.001 KEY PL MI TRUE ManM DAIE February 2, 2001 REVISION nl 4-16-01 Per Clty of Auburn 2 1-IS-01 Q'J-3l-o( SHEET 7W MATERIAL LIST / VALVE SGNEDUL.E / NOTES / DETAILS (U 41 A 0 0 w Slur No- L 4 of= .4 O 2000 HKS Inc. 05 DOS3