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Jefferson County Courthouse LIND L 3-27-07 BLD05-192
MATCHLINE - SHEET L2 All � JEF:F:EfR50N COUNTY COU�TH0U5E ENTRANCE 1 -- - " m �L ° I fQ 1 ° (4 )IT I CONCRETE I '' ~ LDI PAVING: - e 4'X4' SCORING, OFFSET G ¢/11 -all d- - d° - 1 d - ° R22' -011 J d- a VV AS SHOUN (CENTERED - 91_011 a „� ON WALKWAY) a- 1 ° _ 15' -211 „41' -9" 21' -4" w ° . -° ASPHALT PAINT 1 a a = �� o STRIPMG: 4" WHITE d _ p" 1�' -5" a I ° CL STRIPING; PER 1 gyp`- o� (SPECIFICATIONS. STRIPING; FOLLOWS 51_On a v CENTERLINE OF: a STALL DIMENSIONS -- --- - - - - -- '� O - -5-011 - - - -- .__._ _— -- — - — AND WHERE 1 3 -O" 30' -3" NOTED. 1 �6 3' -i" ° ALL PARKING Qa 21_91 2 N T I 4 2 _ (I TALLS STALLS LABELED 14' -O" ° LDS 6 FI. CURVED S LD4 LAYOUT =�- pEGRE AS "1:44%VACT" ARE a I 1 n TO BE STENCILED FLAGPOLE ° '4�6 WITH 8 NCH HIGH 1411 WI41 `t R13' -5" ° b' -5n I PAINTED STRIP ° 23' -8" 1 a ° 10 °d LETTERING END OF EACH THE 1 TYR STALL. ALIGN 90 1 10'x'1" 10' -7" ° e DEGREES TO STALL ° N STRIPING — -- --- .+* - - - - -- - - -- - " ° CONCRETE P I a 1 11 p� a -O � 1� 11_511 .- LD�J VItV1'7G8 � , I " -� _ � 1p_OII ° - 1 10 - i LD4 DETAIL ,_ " I - 10' -3" 4" STRIPING 5 9 24" O.G. AT 45 3 ° DECsREES OFF LDl a - � a : PARALLEL 1 0 44' -211 pt TYPE I CONCRETE a 3 WITH STREET w 3 ASPHALT a PAVING: PROPERTY LINE - ° 1 ° Lu I � I108' -111 LEGEND: NEW CONCRETE LD1 LD1 D NEW PAVERS LDI DNEW ASPHALT LDt FLUSH CONC. BAND CURB AND GUTTER ro" HT. GONG. CURB LD1 m 12" HT. GONG. GURB GONG. WALL - SEE GRADING PLAN FOR HEIGHT �— METAL TRAILING . °- - .Q ° - Ill a '- a ° I -° - -° w Off' a - A -° I- to V / low mol Iro .;I a JEFFERSON STREET I CENTERLINE — 4i' -9" - - - -- ---------- BB'- 10 " - - -- 1 JEFFERSON STREET L ,4�'OUT NOTES: 1. ALL CURB MEASUREMENTS FOR ABOVE GROUND CURBS ARE MEASURED TO FACE OF CURB. 2- FLUSH GURBS (GONCRETE 5,4ND5) ADJACENT TO PAVED SURFACES ARE MEASURED ON THE PAVED SIDE, FLUSH CURBS BETWEEN LAWN AND PLANTING BEDS ARE MEASURED ON THE LAWN SIDE, O 10' 20' 30' I clli 01 F0. lulrll[[Nu CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE . . ARCHITECTS . SB & ASSOCIATES, INC. 1148 T L LEAKY WAY SEATTLE, W A 9 8 1 0 7 (206)789 -2133 Fax(206)789 -2186 �4SON c ° �� �a ` 4 I 1, �+ q- (�N��O t7 STATE OF U WASHINGTON (� R TERED LAN CAPE CHITECT MICHAEL R. LAMB CERTIFICATE NO 519 DATE 9, 07.05 SITE LAYOUT PLAN JEFFERSON COUNTY COURTHOUSE S SITE AND LANDSCAPE IMPROVEMENTS - °r° 2 8 �, -, i �E, ' I- -- OF � � SHEETSI SCALE: 1 "_��� DESIGN BY BIN DAN BY BIN CHECKED BY: MRL FILE: REVISIONS I L l .. I r L4YOUT NOTE ,5: 1. ALL CURB MEASUREMENTS FOR ABOVE GROUND CURBS ARE MEASURED —{�TO FACE OF CURB, T 2. FLUSH CURBS (CONCRETE BANDS) ADJACENT TO PAVED SURFACES I ARE MEASURED ON THE PAVED SIDE, FLUSH CURBS BETWEEN LAWN AND PLANTING BEDS ARE MEASURED ON THE LAWN SIDE. ° °. G ° Q a a. ° ° - Q d a ° � ALL PARKING STALLS LABELED AS FRANKLIN STREET 3 AsPl -►a.T °COMPACT" ARE TO BE STENCILED LDI PAVM WITHB NC4 HIGH PANTED G --------------- - - - - -- - - -G LETTERING AT THE END OF EACH CONCRETE O STALL. ALIGN SO DEGREES TO 4" UX41tE STAIRS AND HANDRAIL 2 STALL STRIPNG STRIPING, L03 23` -O" 4" WHITE - ° sae yid STRIPING, Y TMP i ° a a ° _ al EXISTING PROWERTY LIWE d d FIF F r HYDRA T a Id r le I -On U (5)STALL5 a O n , 65' -511 F d z >1 0 LDI p I ci CL w1 a YI 9X �y P LLEL a :a I d 1 � I a ul 1 I rJ II 4oNcRETE N 1 LDl P I W 4 SC40F CW3, OF%ET ON AII�C ) lu 3 I� - I 1 ME i,AL ILNG �4 -011 ;-� 14' -411 ° ° 101" Ond ° . 1 ° F. ° O H 24'_5" TYP. ° d d d Its n a_. g' -011 (9) ST LLS TAI MG OT TO t WSDOT TANDA 1 11 9'X18' RETE R5 -O U . 81' - L- JtI -On F4.1 - . PAYMENT BOX T- FURNISHED AND 1 — '18' -O" — — — — INSTALLED BY OWNER ASPHALT 1 n LDI PAVMG 4" STRIPNG 24" O.G. AT 45 3 -5 R3' -0" DEGREES OFF PARALLEL _ _.. WITH STALL STRIPING I& (1!15TALLS 9' IS' E LEGEND: d d ° I I CENTERLNE — — — — — — — — — — — — — — �_ FRAI`BCLIN STREET 1 41-011 O 10'+1 20 30' I EXISTING POWER POLES (2)U TYPE I CONCRETE I LD1 P Y 4'X4' SCORING, OFFSET AS SHOWN (CENTERED ON STAIRCASE) I — BIKE RACK -SEE SPECIFICATIONS ADDITIVE ALTERNATE 01 ° I 8'x12' PRE - MANUFACTURED METAL SHELTER - SEE ���� I V �U D INS ° I SPECIFICATIONS TYPE I CONCRETE�1 LD1 P V _ I 01 _ EXISTING _ D UMPSTE RS(2) O ° 24' -3" 23' -11" ° — — — — — — — — — — — — — — — — — — — — — — 25' -6" 12' -0" A (1) v IOVC*= IOVC*= BOME-8 ° STALL 1111 N1 1 (3) STA LS SERVICE / ^ � ck r- X I (U STALL J Ea ISTINC,f QlL a TANK . Q d NEW CONCRETE NEW CURB TO LDI LDl MATCH AUC441ENT OF NEW PAVERS LDl EXISTING CURB. 3 JEFFERSON COUNTY NEW ASPHALT LDI OOURTkOUSE LL��JJ FLUSH GONG. BAND CURB AND GUTTER 6" HT. CONC. GURB� LD1 12" HT, CONC, CURB GONG. WALL - SEE GRADING 3 CONCRETE PLAN FOR HEIGHT .D3 I -0— METAL RAILING HANDRAIL MATCHLINE - SHEET LI 12'Xlio' � I1 - 'V R3' -2" o 4" STRIPING 24" O.C. AT 45 ° I DEGREES OFF PARALLEL 1 WITH STALL STRIPING R41 -0" o I -On ' -O" 1 -0n 1 II III 3H ACCESSIBLE PARKWs � 152T' PAVEMENT MARKINGS WSDOT 8'} STANDARD PLAN H -5a 8' �_ADA PARKING g L� SIGN 24" X 96" DETECTABLE MARKING SURFACE AT AISLE RACK -SEE 1FICATIONS 0H ° d VAN CONCRETE BASE a I FOR . HERITAGE POLE 1 g RAM L D2 J W IL 111 I o� Dz RAIL I to LD2 Q� ° 5 tYPE 11 CONCRETE E -a D � �a INSTALL CONCRETE IN ROW LD PAY ALL PER WSDOT STANDARDS, I CONCRETE ° LD PAVING SEE SHEET GIG2 FOR REFERENCE 4'X4' SCORING, OFFSET d .4 ° CALL TWO DAYS AS SHOM (CENTERED EXISTING ° ° Id ON RAMP) WALL O ° ® ° - 81EFORE YOU DIG CONCRETE 2 ° a - 01#1 1-800 -424 -5555 STAIRS L03 a HANDRAIL _ - _ �� LANDSCAPE . ARCHITECTS ♦ . . SB & ASSOCIATES, INC. 1148 T L LEAKY WAY SEATTLE, WA 98 1 07 (206) 789 -2133 Fax(206)789 -2186 4�,oN Cp k, ��, 1� ., �, � � . —'" O� S�N��S STATE OF �d�f WASHINGTON T D LA CAP E A EGT ACA R LAMB CERTIFICATE NO 519 DATE 9.07.05 SITE LAYOUT PLAN JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS �� � / �%� OF L-LO SHEETS DESIGN BY BW DRAWN BY: BW CHECKED BY MRL FH.E. REVISIONS INSTALL 3A6' X S -1120 ALU110411 EDGING, ALONG TWREE SIDES. 'PERMALOC - CLEANI -Mo OR EdIAL. INSTALL PER MANFACTUREKS RECOMMENDAT10N5 (S) LOCATIONS i * EUROPEAN BEECH TREE TO BE HAND SELECTED BY OWNER'S REPRESENTATIVE PRIOR TO DELIVERY. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE 2 WEEKS PRIOR TO SELECTION WITH NURSERY /SUPPLIER LOCATION. NURSERY /SUPPLIER MUST HAVE A MINIMUM OF (5) TREES AVAILABLE THAT MEET OR EXCEED THE SPECIFIED SIZE. " O 20' 40' ro0' RC RC FLANT SCi4EDL�L BOTANICAL NAME / COMMON NAME SIZE QTY SPAGING/NOTE5 —FAGUS SYLVATICA / EUROPEAN BEECH* 3" GAL, 16' -18' HT. 1 545, SYMMETRICAL — CORNUS KOUSA 'SATOMI' / SATOMI PINK FLOWERING DOGWOOD 2" CAL, 12' HT. 1 545, SYMMETRICAL — CORNUS ALTERNIFOLIA / PAGODA DOGWOOD 1' -8' HT. 21 BEB, MULTI -TRUNK ACER TRUNCATUM X A. / PACIFIC SUNSET MAPLE 2" GAL, 10' HT. 10 545, SYMMETRICAL PLATANOIDES 'WARRENDRED' ■OCUPRE55US 5EMPERVIREN5 'STRIGTA' / ITALIAN GYPRE55 9' -10' HT. 1 545, SYMMETRICAL © BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY BARBERRY 15 " -18" HT, C31 36" O.G. FULL AND BUSHY p) POTENTILLA FRUTIGOSA 'RED AGE'/ RED AGE BUSH CINQEUFOIL 12" -15" 5PR. 31 48" O.G. FULL AND BUSHY OC C16TUS SALVIIFOLIUS / SAGE LEAF ROCKROSE 12 " -15" SPR. 29 60" O.G. FULL AND BUSHY ® HYDRANGEA MAGROPHYLLA 'PIA' / PINK ELF FRENCH HYDRANGEA 15" -18" SPR. 63 30" O.G. FULL AND 5U5HY ® VIBURNUM DAVIDII / DAVID'S VIBURNUM 12" -15" HT. 146 36" O.G. FULL AND BUSHY Q PINUS MUGO VAR PUMILLIO / PUMILLIO DWARF MUGO PINE 12 " -15" 5PR 128 36" O.C. FULL AND BUSHY Q ESGALLONIA LANGLEYENS16 'DONARD GEM' / DONARD ESCALLONIA 18" -24" HT. 19 36" O.C. FULL AND BUSHY ® EUONYMU5 JAPONICU5 'MICROPHYLLUS' / 50XLEAF EUONYMU5 12 " -15" HT. 130 24" O.G. FULL AND BUSHY o RHODODENDRON IMPEDITUM / DWARF PURPLE RHODODENDRON 12" -15" SPR. 15 24" O_G. FULL AND BUSHY O HERE BUXIFOLIA / 50XLEAF HERE 12" -15" SPR. E7 -1 36" O.G. FULL AND BUSHY E) SPIREA 'MAGIC CARPET' / MAGIC CARPET SPIREA 12 " -15" SPR- 53 36" O.G. FULL AND BUSHY 0 LONICERA PILEATA '/ PRIVET HONEYSUCKLE 18" -24" HT. 45 36" O.G. FULL AND BUSHY TO TAXUS X MEDIA 'HENRYI' / DWARF JAPANESE YEW 30" -36" 13 6' D.G. FULL AND BUSHY Q GISTUS X CORBARIENSIS / WHITE ROCKROSE 18 " -24" 5PR. 23 6' O.G. FULL AND BUSHY Q OSMANTHU5 DELAVAYI / DELVAY'S 05MANTHU5 30 " -36" HT. 31 48" O.C. FULL AND BUSHY Q EUONYMUS ALATA 'COMPACTA' / DWARF BURNING BUSH 30 " -36" HT. 15 48" O_C_ FULL AND BUSHY O MAHONIA AQUIFOLIUM 'GOMPACTA' / COMPACT OREGON GRAPE 18" -24" HT. 1-1 36" O.G. FULL AND BUSHY O VIBURNUM TINUS 'SPRING BOUQUET' / SPRING BOUQUET LAURUSTINU5 30 " -36" HT. 48 48" O.C. FULL AND BUSHY OO ARBUTUS UNEDO 'COMPACTA' / COMPACT STRAWBERRY TREE 30 " -36" HT. 23 48" O.C_ FULL AND BUSHY R05A RUG05A 'MAGNIFICA' / MAGNIFIGA RUGOSA ROSE 18" -24" HT. 43 48" D.G. FULL AND BUSHY EVERGREEN PERENNIALS © LAVANDULA ANGUSTIFOLIA / ENGLISH LAVENDER CULTIVARS ® LAVANDULA STOECHAS / SPANISH LAVENDER CULTIVARS O ROSMARINU5 OFFIGINALIS 'PROSTRATUS' / TRAILING ROSEMARY o EUPHOR51A AMYGDALOIDE5 'RUBRA' / RED WOOD SPRUGE 0 5ANTOLINA CHAMAEGYPARISSUS / LAVENDER COTTON ss 5ENEC10 'SUNSHINE' / NGN ORNAMENTAL GRASSES (D MISCANTHUS SINENSIS 'GRACILLIMUS' / MAIDEN GRASS HELICTOTRICHON SEMPERVIREN5 'SAPPIRSPRUDEL' / 6APH11RE BLUE OAT GRASS O PENNISETUM ALOPEGUROIDES 'HAMELN' / DWARF FOUNTAIN GRASS GROUNDCOVERS 12 " -15" HT_ 26 36" O.G. FULL AND BUSHY 12" -15" HT. 41 24" O.C_ FULL AND BUSHY 12" -15" SPR 54 36" D.G. FULL AND BUSHY 6" -9" HT. 12 24" O.G. FULL AND BUSHY 12" -15" HT_ 41 36" D.G. FULL AND BUSHY 15" -I5" SPR. 8 48" O.G. FULL AND BUSHY 1 GAL. 16 36" O.G. FULL AND BUSHY I GAL. 14 36" O.C. FULL AND BUSHY 1 GAL. 0-- ® RUBUS GALYCINOIDES 'EMERALD CARPET'/ BRAMBLE 9 " -12" SPR. 3 RUNNERS MIN. 4" POT Q FRAGERIA CHILOENSIS / BEACH STRAWBERRY 9 " -12" SPR. 3 RUNNERS MIN. 4" POT ® GEANOTHUS GLORIOSUS / PT. REYES CEANOTHU5 15" -18" SPR. 1 GAL. <.. MAHONIA NERVOSA / CASCADE MAHONIA 12 " -15" HT. 1 GAL. 0 LAWN SOD BARK MULGH ONLY (S" DEPTH TOPSOIL, 3" DEPTH BARK MULGH) 24" O.G. FULL AND BUSHY 309 18" O.G., FULL AND BUSHY 551 12" O_G., FULL AND BUSHY CJ5 36" O.G., FULL AND BUSHY 94 24" O.G., FULL AND 5U5HY CALL TWO DAYS BEFORE YOU DIG 1- 800 -424 -5555 BID SUBMITTAL LANDSCAPE . ARCHITECTS ♦ . SB & ASSOCIATES, INC. 1148 NW LEARY WAY • S E A T T L E, W A 9 8 1 0 7 (206) 789 -2133 Fax(206)789 -2186 gON c 4 o i. '�, '" -�'�` � ' �' ��''!�.� �' �QS }_ N STATE OF TERED d / NA_5ZER U LAN CAPE R ]TECT a R LAMB CERTIFICATE NO 5I9 9.I °2o PLANTING PLAN JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS p of SHEETS SCAM. n DESIGN BY: BIN DRAWN BY_ MJH CHECKED BY. MRL REVISIONS 2/3 8' -C 3" BARK MUL CONTINUOUS - PLANTING AR roll Mir 1' NOTE: DO NOT PLANT IN WET CONDITIONS "'7E DRAINAGE FROM EACH PLANTING 4ECESSARY d LOCK RUBBER TREE TIE ROOT CROWN AT TOP OF MOUND 611 ABOVE SURROUNDING GRADE 2" DIAMETER LODGEPOLE PINE TREE STAKES AMENDED TOPSOIL :ONTINUOUS THROUGH 'LANTING BEDS. EXISTING SUBGRADE T�'FICAL DECIDUOUS TREE FLANTING DETAIL NOT TO SCALE caAi -c iarllK1r -OVER :)R TO PLANTING SUBGRADE T11 ILI \L L_Li I VI .,OIL � V\ SEE NOTE °rl. GfROUNDCOVDR FL,ANT ING [DETAIL NOT TO SCALE NOTE: DO NOT PLANT IN WET CONDITIONS PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY CUT AND REMOVE BURLAP Cldk EXISTING SUBGRADE 3" BARK MULCH CONTINUOUS THROUGH ALL PLANTING AREAS FINISHED AMENDED TOPSOIL CONTINUOUS THROUGH PLANTING BEDS. 5� -IfRU5 FLANTINCr DETAIL NOT TO SCALE NOTE: ALL GROUNDCOVER /SHRUB SPACING SHALL BE EQUIDISTANT UNLESS OTHERWISE SPECIFIED DISTANCE ON CENTER AS SPECIFIED START FIRST ROW OF PLANTING AT 1/2 THE PERPENDICULAR SPACING BETWEEN ROWS EDGE OF PLANTING AREA TfRI,ANGUL,AR i=LANT &f=AC ING NOT TO SCALE TRIPLNTI FL ANTINC3 NOTES 1. INSTALL ALL PLANT MATERIAL USING PLANTING METHODS DESCRIBED IN DETAILS, 2. PLANT MATERIAL MUST BE APPROVED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. 3. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MINIMUM REQUIREMENTS. 4. LAYOUT OF ALL NEW PLANT MATERIAL AND TRANSPLANTED PLANTINGS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CONTRACTOR TO MODIFY EXISTING IRRIGATION SYSTEM AND BE FULLY OPERATIONAL PRIOR TO PLANTING. THOROUGHLY WATER ALL PLANTED AREAS IMMEDIATELY AFTER PLANTING. 6. COVER ALL NEW TREE, SHRUB, AND GROUNDCOVER AREAS WITH THREE (3) INCHES MINIMUM MULCH. -1. PLACE 4" TOPSOIL ON ALL NEW PLANTING AREAS AND INCORPORATE TO A DEPTH OF S ". CALL TWO DAYS BEFORE YOU DIG 1- 800 -424 -5555 BID SUBMITTAL LANDSCAPE¢s ARCHITECTS 11 8 ASSOCIATES, INC. 1 1 4 8 NW L E A R Y WAY S E A T T L E , WA 98 1 07 Nil. (206) 789 -2133 Fax (206) 789 -2186 °N w� c� � �� ` Q, o �s�N�z STATE OF �d d� REGISTERED ��� NAS INGTpN LnNDSCAPE ITECr �' MICHAEL R LANE CERTIFICATE N❑ 519 DATE. 9.07.05 PLANTING DETAILS JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS P2 g OF 2(p SHEETS SCALE: NO SCALE DESIGN BY: �� DRAWN BY: CHECKED BY MRL FILE_ REVISIONS I ITI I 2" LAT 1' /4" LATERAL IN 6" S EEVE - I 3/4" LA R4L 2rr lyzr t - - - 2rr MAINLINES, T 3r4" LATERAL, IN 2 SLEEVE, Qc W 4" SLEE I IN 2" SL 2 EEVE - -- - - - _- - 11 14r W- _ _ - - �- - - - - - - - - - - - - - - - - - - I \ 3/4" LATERAL, 11/4„ 2" MAINLINE, IN LIl1 :t I 6" SLEEVE �i! I' I' /4 N 2" MAINLINE, IN p. I Orr SLEEVE I I I- ------- - - - - -- I - I W . I � I tl /4r lid ' I I! 1'/4' I,I I I 3/4" LATERAL, I' IN 2" SLEEVE III I iil I IIj!'I l ! I 4" LE INSTALLED III A EPTH FOR FUTU USE. I' f lli 3/4' 1 l l 3/4" LATE IN 2 i 6LEEIV ! i1 3r4 A NLEI VE 6 2 rl M h tb ' -- - - -- trl _ (SIC 20 MAINLIW 11/4" LATERAL, I 3/4n IN 3" SLEEVE I IRRIGATION CONTROLLER HUNTER WIND -GLIK SENSOR I I II I' II j 1 �2" MAINLINE, IN III' ;4" SLEEVE I I; 2"-{`I �t+} AINLINE,,Y 1 II 11/4" LATEii22AA��ni 1 IN e" SLEE1f8•q !r, 2" MAINLINE, IN 4" SLEEVE W- 4" SLEEVE of G I 1 f Pe 4" SLEEVE INSTALLED AT 24" DEPTH FOR - - FUTURE USE. r4, n o r a 1 2 I1 MAIN: 11/4- Ne' a i n r1g I I _ LATE IN 6" l,a;. I I , I, 'I 11/411 I 2" LATERAL, 2" I I I 1' /4 "i MAINLINE IN S" SLEEVE Ihi4 "i 1 3r 4' LATERAL, II I �-� 2" MAINLINE IN u ' 2' MAINLINE 1 I 4" SLEEVE 1 roll SLEEVE 2_ _2_ _1 s•_1w4INLM - I a 13/41, 4 -- - -- - -- r / °', ATERAL, 2 MA INE, IN---- IN iLEEVE \' SLEVE NOTE: CONTRACTOR SHALL DETERMINE IF EXISTING WATER METER AND SERVICE CONNECTION NEEDS TO BE REPLACED PRIOR TO INSTALLING NEW IRRIGATION SYSTEM. 1" LATERAL IN 2" SLEEVE ,�tIINL INE (CHECK yyr� (VALVE 1 .I I .I i I1 a �I cl 1.1 ri n 2 7 1114" LATERAL, 2" MAINLINE IN W SLEEVE '3j4" LATERAL, I2" MAINLINE IN 6" SLEEVE \� ! 2" MAINLINE IN 4" SLEEVE ■; r NEW 2" WATER LINE ,ISTING IRRIGATION METER 0 20' .m m MV 1 2 IRRIGATION NOTES 3 4rr 4 LEGEND 6 1 S 5 10 11 12 ,rr SYMBOL DESCRIPTION GPM PSI RADIUS NOTES ALIGNMENT AND VALVE LOCATIONS WITH THE OWNER'S A -014 y 14 30 5' REPRESENTATIVE PRIOR TO CONSTRUCTION. ADJUST HEADS 11 5 -F SI 15 TO RESTRICT OVERSPRAY ONTO NON- PLANTING AREAS. V4 I'4�, s,4rl 30 5' MAINLINE AND LATERAL PIPING IS SHOWN IN PAVED AREAS I�i V 30 5' FOR CLARITY ONLY. INSTALL IN LANDSCAPE/PLANTING Bro 3/411 1 30 S' AREA. i" 3j4" LATERAL, 30 S' 2. VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES 1 I IN 2" SLEEVE C\ 30 5. AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNER'S 314 i -- - -- - - - - --= - - - � A NLEI VE 6 2 rl M h tb ' -- - - -- trl _ (SIC 20 MAINLIW 11/4" LATERAL, I 3/4n IN 3" SLEEVE I IRRIGATION CONTROLLER HUNTER WIND -GLIK SENSOR I I II I' II j 1 �2" MAINLINE, IN III' ;4" SLEEVE I I; 2"-{`I �t+} AINLINE,,Y 1 II 11/4" LATEii22AA��ni 1 IN e" SLEE1f8•q !r, 2" MAINLINE, IN 4" SLEEVE W- 4" SLEEVE of G I 1 f Pe 4" SLEEVE INSTALLED AT 24" DEPTH FOR - - FUTURE USE. r4, n o r a 1 2 I1 MAIN: 11/4- Ne' a i n r1g I I _ LATE IN 6" l,a;. I I , I, 'I 11/411 I 2" LATERAL, 2" I I I 1' /4 "i MAINLINE IN S" SLEEVE Ihi4 "i 1 3r 4' LATERAL, II I �-� 2" MAINLINE IN u ' 2' MAINLINE 1 I 4" SLEEVE 1 roll SLEEVE 2_ _2_ _1 s•_1w4INLM - I a 13/41, 4 -- - -- - -- r / °', ATERAL, 2 MA INE, IN---- IN iLEEVE \' SLEVE NOTE: CONTRACTOR SHALL DETERMINE IF EXISTING WATER METER AND SERVICE CONNECTION NEEDS TO BE REPLACED PRIOR TO INSTALLING NEW IRRIGATION SYSTEM. 1" LATERAL IN 2" SLEEVE ,�tIINL INE (CHECK yyr� (VALVE 1 .I I .I i I1 a �I cl 1.1 ri n 2 7 1114" LATERAL, 2" MAINLINE IN W SLEEVE '3j4" LATERAL, I2" MAINLINE IN 6" SLEEVE \� ! 2" MAINLINE IN 4" SLEEVE ■; r NEW 2" WATER LINE ,ISTING IRRIGATION METER 0 20' .m m VALVE NO. MV 1 2 IRRIGATION NOTES IRRIGATION LEGEND 6 1 S 5 10 11 12 1. PLANS ARE DIAGRAMMATIC. CONFIRM MAINLINE SYMBOL DESCRIPTION GPM PSI RADIUS NOTES ALIGNMENT AND VALVE LOCATIONS WITH THE OWNER'S Q TORO MPR PLUS 039 30 5' REPRESENTATIVE PRIOR TO CONSTRUCTION. ADJUST HEADS 11 5 -F SI 15 TO RESTRICT OVERSPRAY ONTO NON- PLANTING AREAS. 25 5 -H TORO MPR PLUS 0.2 30 5' MAINLINE AND LATERAL PIPING IS SHOWN IN PAVED AREAS I�i 5 -Q TORO MPR PLUS 0.1 30 5' FOR CLARITY ONLY. INSTALL IN LANDSCAPE/PLANTING Bro 5 -F TORO MPR PLUS 1.0 30 S' AREA. I 5 -H TORO MPR PLUS 0.5 30 S' 2. VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES 1 5 -T TORO MPR PLUS 0.35 30 5. AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNER'S Ik 6 -0 TORO MPR PLUS 0.25 30 S' ALL OF NOZZLES REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN 1'1 EST. PR- /HR X INSTALLED WITH 51OZ EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR ,iv B -Q 7oRO 510 VARIABLE ARC 1.0 30 g' PRX SPRINKLER BODY TO CONSTRUCTION. (D 10 -F TORO MPR PLUS 1.51 30 10' SEE DETAIL 1 4 2 ON I�D 10 -TO TORO MPR PLUS 1.o9 30 10' SHEET IR 2 3. ALL WIRES AND PIPES UNDER PAVED AND SIDEWALK 1.3 1.4 51oZ- 4P- PRX -COM FOR AREAS SHALL BE INSTALLED IN SLEEVES. m to -H TORO MPR PLUS 0.15 30 10' LAWN IRRIGATION. a 10 -Q TORO MPR PLUS 0.31 30 10' 5- TOZ -12P -F RX -COM FOR 4 NO ROCKS WOOD, OR OCHER EXTRANEOUS MATERIALS SHRUB IRRIGATION. "a 10 -0 TORO 510 VARIABLE ARC 1.2 30 10' SHALL BE USED IN BAGKFILLING OF TRENCHES. OO 12 -F TORO MPR PLUS 2.2 30 12' 12 -H TORO MPR PLUS 1.09 30 12' 5. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO 12 -Q TORO MPR PLUS 0.53 30 12' INSTALLATION OF SPRINKLER HEADS AND DRIP TUBING. law 12 -H TORO 510 VARIABLE ARC 1.65 30 12' 6. ALL ELECTRICAL VALVE WIRING SHALL BE IRRIGATION Rw 12 -0 TORO MPR PLUS 0.99 30 12' CONTROL GABLE TYPE "UF" DIRECT BURIAL. CONTROL � 15 -F TORO MPR PLUS 3.3 30 15' WIRES SHALL BE A DIFFERENT COLOR THAN THE GROUND 15 -TQ TORO MPR PLUS 2.5 30 15' WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES. 15 -H TORO MPR PLUS 1.65 30 15' ALL WIRE SIZE IS "14 UNLESS OTHERWISE SPECIFIED- 0, 15 -Q TORO MPR PLUS 0.51 30 15' Ahv 15 -H TORO 510 VARIABLE ARC 2.22 30 15' 1. EACH VALVE SHALL BE CONNECTED TO A SEPARATE V 15 -Q TORO 510 VARIABLE ARC 1.34 30 16' CONTROL WIRE. M 4 -E5T TORO MPR PLUS 1.34 30 4X15' 8. ABANDON EXISTING IRRIGATION IN PLACE. p 4 -55T TORO MPR PLUS 134 30 4X30' NETAFIM TLCv9 -12XX INSTALL DRIPLINES 12" O.G. c3. SET VALVE PRESSURE ON SPRAY CIRCUITS TO 45 PSI SEE DETAIL 2 -5 ON SHEET IR 3 PER MANUFACTURE'S AND DRIP CIRCUITS TO 30 PSI. NOTE) RECOMMENDATION 1) FOR ALL DRIP LINES, INSTALL NETAFIM 6" SOIL STAPLE, TL56 PER MANUFACTURE'S RECOMMENDATION. INSTALL DRIP LINES ABOVE SUBGRADE AND BENEATH MULCH. COMPONENT LEGEND NOTES EXISTING WATER METER CONTRACTOR TO TEST WATER METER PRESSURE, NOTIFY OWNER'S REPRESENTATIVE OF WATER PRESSURE. TORO CUSTOM COMMAND © SERIES SEE SPEC. CONTRACTOR TO PROVIDE UNIVERSAL HAND -HELD 36 STATION CONTROLLER TRANSMITTER. SEE DETAIL I ON SHEET IR 3 DOUBLE CHECK VALVE ASSEMBLY SEE SPEC. SEE DETAIL 6 ON SHEET IR 2 DISC FILTER AND MASTER VALVE HUNTER WIND GLIK SENSOR O AUTO CONTROL VALVE SEE SPEC. SEE VALVE SCHEDULE TORO P- 220 -21- SERIE5 SEE DETAIL 5 ON SHEET IR 2 INLINE CHECK VALVE. SEE SPEC. QUICK COUPLER VALVE SEE SPEC. SEE DETAIL 3 ON SHEET IR 2 - - - - 2" MAIN, LINE, SCHEDULE 40 SEE DETAIL 4 ON IR 2 LATERAL PIPING, GLASS 200 SEE DETAIL 4 ON IR 2 AS SHOWN _ _ _ _ _ _ _ - SLEEVING, SCHEDULE &0 PVC SIZE AS NOTED W WIRE SLEEVING, 2" SCHEDULE 40 PVC VALVE CHART VALVE NO. MV 1 2 3 4 5 6 1 S 5 10 11 12 13 14 15 16 11 15 GPM N /A' 6 11 31 SI 15 35 25 11' 1" 1" 12' 36 24 21 20 1 Bro 13 VALVE SIZE 11/211 1 I 11/211 I 1 11/2 1 I I I I 11/211 ' 1 1 1/2 I I Ill 1'1 EST. PR- /HR X 0.96 1.4 IA 1.4 1.4 1.5 1.4 1.4 0.96 0.96 1 1.4 1.5 1.3 1.3 1.4 1.4 1.3 1.4 • GPM. FOR DRIP IRRIGATION SYSTEM IS APPROXIMATE. REFER TO SWEET IR 2 AND IR 3 FOR iwir- %ATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 -424 -5555 BID SUBMITTAL LANDSCAPE . ARCHITECTS ♦ . S13 & ASSOCIATES, INC. 11 48 8 NW LEARY WAY . 11 S E A T T L E , WA 9 8 1 0 7. (206) 789 -2133 Fax (206) 789 -2186 X4,5 °N cod .' w4 S'' - � �' ' '951 TNo�O STATE �� WAS INGTpN REGISTERED LANDSCAPE rECT AME CERTIFICATE NN 519 DATE: 9. v7. IRRIGATION PLAN JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS IR1 19 OF z (0 SHEETS SCAM. 1„_20 =0" - 'A' DESIGN BY. BYY DRAWN BY BIN CHECKED BY FILE: SBA - IRRIGATION REVISIONS IN15H PVC FITTING — LATERAL PIPE LINE TRIPLE SWING JOINT - SEE SPECS. FG BARK MULCH SPRINKLER BODY SHfP,,UE3 5f= AY HEAD NOT TO SCALE FINISHED GRADE =5,4R<MULC_�4 N GATE VALVE D" 90° 5xT 540-\ PVC 640 PVC PIPE (CUT TO LENGTH) PVC FITTING MAIN LINE JUMBO VALVE BOX E COVER PLANTER W/ 6" EXTENSION d BOLT LOCK INSTALLATION FG a 0 0 Q o � o° G 12" LATERAL PIPE LINE TURF FALLAT FINISH QUICK COUPLER VALVE ° ° ° 111- _ #4 X 30" REBAR STAKE _ 00 �I I FINISH GRADE SS HOSE CLAMPS (2) °° 0 9 0 ° fl ° LAWN BODY 0 ° ° MAIN LINE ° ° �— PVC FITTING 0 9 0 9 TRIPLE SWING JOINT ° ° 0�� SEE SPECS_ 0 ° 0 ° 3/4" WASHED ROUND DRAIN ROCK 111 -10° ELL 1" 900 TXT 680 PVC PLANTER INSTALLATION BARK MULCH Tai=. LAWN Sfi fRINKLEfR MEAD NOT TO SCALE CONTROL VALVE MALE ADAPTER PVC LATERAL PIPE LINE 3/4" ROUND DRAIN ROCK DISC FILTER SEE SHEET IR3 DETAIL 4. DRIP CIRCUITS ONLY. PVC UNION \ 14 -1 OF UL (COMMON WIRE - WHITE) Dx4" NIP, 580 PVC ��� 14 -1 OF UL (LEAD WIRE -RED) 14 -1 OF UL (SPARE WIRE - BLACK) NOTE: MATCH DIAMETER OF NIPPLES d FITTINGS TO ACV SIZE. INSTALL GATE VALVE PRIOR TO EACH ACV. SIZE TO MATCH ACV VALVE_ �--�AUTOMATIG CONTROL VALVE NOT TO SCALE ALL DRIP VALVES TO RECEIVE A DISC FILTER. SEE DETAIL 4 SHEET IR3 10" DIAMETER PIT 4 iil ll- LID WITH BOLT LOCK. 1" X S" NIPPLE S SO PVC I" 900 ELL 6&0 PVC I" X 3" NIPPLE 580 PVC I" 90° TxT SSO PVC I" X 12" NIPPLE 580 PVC =v�' /Nor TO SCALE NEW 2" COPPER --m- I 25 -TA UTILITY VAULT WITH LOCKING COVER OR APPROVED EQUAL. 2" X 1 1/2" ADAPTER 12" MIN 1 -Y" F CO CLEARANCE UNION DOUBLE LE CHECK CK T'I'P. VALVE ASSEMBLY TO FIXED g) CiAL /i� STRUCTURE � � p SUP -1.5 I AMIAD ER PLASTIC FILTER �p SYSTEM BLOW DOWN (II' QCV) I I- FINISH GRADE NATIVE MATERIAL/ BACKFILL TRENCH WALL (VERTICAL) COPPER TRACE WIRE COMPACTED CLEAN BACKFILL LATERAL PIPE COPPER TRACE WIRE MAINLINE PIPE FIELD CONTROL WIRES COMPACTED CLEAN BACK- FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE /�-�lTfRENCH SECTION _r / NOT TO SCALE NEW 2" COPPER. JUMBO VALVE BOX WITH BOLT LOCK LID 8 EXTENSIONS AS NEEDED. BRASS UNIONS Fl-y2" MASTER VALVE 12" ��4,soiveo �' �'qs ING �Q� W I nn� STATE OF U WASHINGTON �� � REGISTERED LANDSCAPE A C ITECT MICHAEL R LAME CERTIFICATE ND 519 DATE 9. 07° 05 MIN Z5R,456 IR2 2O OF 2- (o SHEETS L SCALE TEE WITH - -- - -- -- - CHECKED BY MRL FILE. SBA - IRRIGATION REVISIONS BUSHING 8 1" PLUG 12" DEPTH PEA ° ° ° °$ ° ° ° ° o0 ° o. Gi,A_VEL ° o ° 0° o v o yo° ° ° 0v 0 ° o v ° ° o - n o °O ° - 0 0 ° - o° - v�oo 0 0 2 "X 1 1/2" PVC. ADAPTER g o 0 TO CONTROLLER NOTE: ALL MALLEABLE FITTING=S AND NIPPLES FROM TEE WITH BUSHING d 1" PLUG THROUGH DISCHARGE OF MASTER VALVE SHALL BE BRASS UNLESS SPECIFIED, 1 1/2" IN SIZE AND LENGTH AS REQUIRED, ADAPT TO PVC MAINLINE WITH PVC MALE ADAPTER, r�� T- " /NOT TO SCALE F.G. CALL TWO DAYS BEFORE YOU DIG 1- 800 -424 -5555 BID SUBMITTAL LANDSCAPE ARCHITECTS ♦ . . 11 8 ASSOCIATES, INC. 1 1 4 8 N W L E A R Y WAY SEATTLE, WA 98 1 0 7 (206) 789 -2133 Fax (206) 789 -2186 ��4,soiveo �' �'qs ING �Q� W nn� STATE OF U WASHINGTON �� � REGISTERED LANDSCAPE A C ITECT MICHAEL R LAME CERTIFICATE ND 519 DATE 9. 07° 05 IRRIGATION DETAILS JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS IR2 2O OF 2- (o SHEETS SCALE DESIGN BY BIN /� DRAWN BY BIN CHECKED BY MRL FILE. SBA - IRRIGATION REVISIONS SIDE VIEW LEGEND FRONT VIEW 1. CONTROLLER ENCLOSURE 6. FINISH GRADE 2. OPTIONAL PEDESTAL. 7. CONTROLLER SUB- ASSEMBLY (CSA) INCLUDES GFI & TERMINAL STRIPS 3. POURED CONCRETE BASE. - 6" WITH PLACARDS. MIN. THICKNESS - EXTEND 6" BEYOND OUTSIDE DIMENSIONS 8. AUTOMATIC CONTROLLER. OF ENCLOSURE WITH 1/2% 9. 120 -VOLT SERVICE IN CONDUIT. SLOPE FOR DRAINAGE. 4. PVC LONG SWEEP ELL - USE ONE SWEEP ELL PER CONTROLLER. 5 DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. sTRONCsBOX MODEL 55-18GR POWERGOAT DARK raRI =EN AVAILABLE FROM VIT INDUSTRIES (SOO) 129 -1314 CONTRACTOR IS RESPONSIBLE FOR 5UPPLINC3 120W15 AMP POWER FROM ADJACENT ELEGTRIG,4L 5ERVIGE PANEL. i CONTROLLER ENCLOSURE NTS PVC PIPING (TYP.) 12" x 18" VALVE BOX WITH LOCKING COVER DISC r FILTER I ARRANGE U FILTER FOR DISASSEMBLY & MAINTENANCE ACCESS SCH 80 UNION 1 CU. FT. PEA GRAVEL SUMP Onn�, nn, o OO,0000Onn�, Onn, Onn�, n( nno000000 ,0000QoQoQongor BRICK SUPPORT (1- EA. CORNER) D15C FILTER NTS FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE 3/4 "M x 1/2 "F RED BUSHING Techline 18ti 2 -WAS ADAPTER TEE BRICK SUPPORTS - (THREE) 3/4" CRUSHED - GRAVEL SUMP Techline TUBIN O (-r o V o, U U O O O —P oOO ,00 �no��0 c i� (i.n on n FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE 112" PVC COUPLING (TxT) 112" SCH 80 RISER (LENGTH AS REQUIRED) BRICK SUPPORTS —� (THREE) 3/4" CRUSHED — GRAVEL SUMP PVC PIPING—�' AND FITTINGS TEC;HLINE AIR /VACUUM RELIEF NTs (PLUMBED TO TECHLINE) REMOTE CONTROL VALVE WITH DISC FILTER AND PRV BLANK Techline TUBING Techline START CONNECTI ❑N MALE ADAPTER Techline TUBING LATERAL AREA PERIMETER AIR /VACUUM RELIEF VALVE (PLUMBED T❑ Techline AT EACH HIGH POINT BLANK Techline TUBING (CENTERED ON MOUND ❑R BERM) BLANK Techline TUBING PERIMETER LATERALS 2" TO 4" FROM EDGE o cp o O boo 0 �ln AID O cpcp o no TECHLINE AIR /VACUUM RELIEF NTS (PLUMBED TO PVC PIPE) PLUMBED TO PVC ❑R POLY LINE FLUSHING VALVE Techline "END FEED" LAYOUT TECHLINE END FEED LAYOUT NTS FINISH GRF VALVE B❑ SEE SPECS LINE FLUS VALVE F- BRICK SUP (THREE) 3/4" GRA\/ (1 CUBIC F rnnnnorSSI ❑N RING DED) �e TUBING C PIPE TECHLINE LINE FLU6HING VALVE NTS (PLUMBED TO TECHLINE OR PVC PIPE) TE CONTROL VALVE DISC FILTER AND Techline START CONNECTION MALE ADAPTER SUPPLY HEADER Techline TUBING ISLAND PERIMETER Techline TEE Techline ELL 4IR /VACUUM RELIEF VALVE (PLUMBED TO Techline AT EACH PIGH P ❑INT) LINE FLUSHING VALVE PLUMBED TO Techline TECHLINE ISLAND LAYOUT NTs I _INE FLUSHING VALVE 'LUMBED TO PVC OR POLY AREA PERIMETER Techline LATERAL TUBING Techline START --ONNECTI ❑N MALE ADAPTER XHAUST HEADER Techline TEE BLANK TUBING CENTERED ON MOUND OR BERM AIR /VACUUM RELIEF VALVE (PLUMBED T❑ Techline AT EACH HIGH POINT) SUPPLY HEADER ?EMOTE CONTROL /ALVE WITH DISC -ILTER AND PRV IIRREGULAR AREAS: TRIANGULAR NTS CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE . ARCHITECTS ♦ . ss & ASSOC]ATES, 1NC. . 1148 NW LEARY WAY SEATTLE, W A 9 8 1 0 7 (206) 789 -2133 fax (206) 789 -2186 �.�j4"5ON Cod � �a1 T7 � �� � �� �' � �', �S�NG�O �M �� STATE OF REGISTERED w � WASHjNGT ❑N LANDSCAP HI ECT � � M R LAMB CERTIFICATE N❑ sjs DATE. .7.0.05 /RR /GA Tl C)N DETAIL S JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS ,�� z � DF 2 c� SHEETS 5'C'4I.E Dw DESIGN BY O DRAWNHY Bw CHECKED BY MRL FILE. SBA- IRRIGATION REVISIONS , I , I / SANITARY SEWER MANHOLE A. L. T. A. TOPOGRAPHIC SURVEY IM 10377 6 " CLAY NE 100 64 IE 6" CLAY SW 100 48 IE A portion of the NE 1/4 of the NW 1/4 of Section 11, Township 30 N., Range 1 W., W.M. \ City of Port Townsend, Jefferson County Washington ✓ ids luminare l6 transformer Legend 9 = Monument found. Visited May 5, 2004 m = Sanitary sewer clean out (SSCO) 0 = Storm clean out (SCO) =Guy wire anchor (GWA) 5 e< eke/ \ ® = Water valve Surveyor s Notes: ,, 1) The monument control shown for this site was accomplished "G"/ / ;, = Water meter (WM) by field traverse utilizing a Real Time Kinetic(RTK) and Static Global Positioning System(GPS) Linear and angular closure OPOwer pale / / cr " ry \ p = Irrigation control box (ICB) of the traverses meet the standards of WAC 332 - 130 -090. l ,, ae< / /paca�pe Q ��g / < 5��9 0 = Handicap access i-2e' 2) Utilities other than those shown may exist on this site. Qi —m ,��aQ5o4 ac j �� Only those which are visible or having visible evidence ��� - / / /Fo > >oQdaS C °c° / /•A°` \ �d�, \ 0 = Sign of their installation are shown hereon. ea, \ r as This surve Y represents physical improvement conditions e(, 0 <� / o° /" • <¢ \ they existed May 6, 2004, the date of this field survey Found punch in 2" brass disc. ��"� ✓ °�, /• -� %/ /�" 1a °'� 4) Legal description provided by client No additional incased, at the intersection of • °� / - j k\ research has been attempted. walker Street &Lawrence Street /' \' •, IN Garage 5) Offset dimensions shown hereon are measured perpendicular \ / \ t0 property lines. SANITARY SEWER MANHOLE ,)• ''` RIM 91 70 •0 `� '✓ �',• 6) It is not the intent of this survey to show easements or 6" CLAY NE 89 33 IE op 0 Pd reservations which may effect this site. 6° CLAY SW e9 22 IE �5` OPower pole ✓ ree `� I \ \ i0 \ \ S �_ STORM DRAIN W/ Cherr y 3 X 3' GRATE tr Basis of Bearing. CATCH BASIN RIM 94 48 RIM 91.28 d� 0 '` 8 DUCTILE IRON SE 93 00 CE ,�," i•\ S 12' CONIC SE 87.89 IE r� 2 �, ✓ s \ "'•• 12 DUCTILE IRON NW 93 28 TO ELBOW 8" CONIC NE 88.67 IE \� °. {ee 's CATCH BASIN True North. Based upon Global Positioning System (GPS) 12" CONC NW 87 93 IE �� 9 �e �1 RIM 90 61 0 Lambert Grid Washington State North Zone coordinates. A B° CONC SW 88.66 IE rmao a1 i2° CONC NE x8.68 I convergence angle of 01'26'25.31" counterclockwise was �� \ 6e off. ° ■�a�ef- \ IN 12° CONIC NW BB 59 IE \ p j- y" , 9" Ie� applied at a punch mark in iron rod, incased at the J to t1 ` Concrete vault '. • copes.,, — F intersection of Jefferson Street and Walker Street. s� eJa \ �,�d p y� °p Steps *' The North American Datum of 1983/1991 (NAO 83/91) grid a +' PP ac mge o °c ¢e� Power vault \ \ r o�p9 t e coordinates were found to be 411388.272 / 1167856 223 at ��., G• D" ✓ ce�yc39Np <- yr �a' >> >� ,° ,pop , s 0 2 ti e YARD DRAIN e a , that point. The inverse of both the Sea level correction a' p cap`�y�oc° 0 / y p RIM 94 59 <a>> factor of 0 999999822 and the rid scale factor of qtr od4 e c wneell d d a r� ,- 9 F°>> °o °d ay eye Ballard 5 �o " �aood < °° A \ 0.999942260 was applied to the grid coordinates for shown a• e �, ¢ op Tele none }unction box k a ti \ ., `�.,p p tiX` ,.r. q Mail box yc �. P fit\ �o 9 p p Bollard e� 0 ✓ e a •, 4✓ round distances. ..,,= \ oc d a >> T Calculated monument position, Hydrant �°� ✓P �i' Retaining YARD DRAIN intersection of Walker Street m £ 0 wall RIM 93.51 P Vertical Datum: '� N `P6� I °p5 0~. '•' Retaining YARD DRAIN "c'• 6 Franklin Street c P 5� wall RIM 93.22 y City of Port Townsend, listed North American Vertical Datum of 1988 m \ P ✓. .tz.. \a 1 �'r p �ZJi �E °p/ \ (NAVD 88), but elevation is 3 4- lower than stated elevation. It is Pole ✓�9\ 6� I }J7 r c �S WreQ p Power Found punch brass plug, likely a scriveners error and is actually National Geodetic Vertical Qwith luminare 3 ropy r, -1 k } �° of Datum of 1929 (NGVD 29) L • \ o / A-- ¢a 5 incased, re the intersection Street 5 r- t' �' �= 1 Benton Street S Jefferson Street \ s 1� ��-. 1�` cam'' ^ "' � e� \ Site Benchmark ND -1 Benchmarks: \ \ \, o �' �;� �� '� 1` •" / saee" Xop a.' Elevation: 91.93 feet \' '' k ° c� moo eel s Base' a'' City of Port Townsend Benchmark, Identification No-33. Found punch n,„ trop Calculated monument position, ap \ a . ° .r. OTC^ ,,' , !,, (`j, �, r_ \_'', („!�, l/ , a ° R •: ,/° 1 „ , , 5 in brass plug, incased, at the intersection of Walker Street and a / N'" �� effersction ee cars street s Jefferson Street. �` Irrigation Found #5 rebar with ee Jefferson Street. 1 '�•Reta ing \ PdP \ <��� -� Hand" Monkey/ control box yellow cap stamped `�c' y,`" wall - w ', rail �' puzzle QFaucet A Wood PLS 23911' ,�;'D T,'" N. Elevation 75.16 feet d ° / \\ •Concrete ' Yard drain / at southeast corner ° g Site NO. 1 Lending rim 93.55 ' .+'',, p 9'' v " •�, ��� Set PK nail near southeast corner of site. +/- 0.7' northeast of PoweA „, ° "el / a• ' amp past C8 angle point of flowline thickened edge, +/- 9.7' north G of \ pole L 9. �' h irrigation control Oox. ""i\ S ac? �,c z'O ° .,,' .�� n`• M Elevation: 91.93 feet - / FP cant Retaining wall \ Site No.2 1 Set PK nail near northwest corner of site. +/- 0.4' north of south �P \ �( Power pole edge of asphalt, Cass Street. +/- 9.2' west north west of center �� Concrete c0 �'SIr / with luminare ' Pad � J„ �� of catch basin. 1 c S /6 � W h1 to T �v r "n,llr� „nta -d 0 Elevation. 90.79 feet dam',', \ ° a ° c� 11 ,1j P ✓'. \ s •\ - 2� onke_y/ • / �SCq e e <�� \\ a�. �� / ANITARY SEWER MANHOLE 9� �� \ puzz Han o+ of \ op 6IMCLAY4SW 85.12 IE Description: \ 7 \ 899DD 1— / rail ° ¢N7 ` 6” CLAY NE 86 17 IE p C \ / ° .� Irrigation I � z; °' :, 1o'A 1,qN v�" �e Block 79 of the Plat of L.B Hasting's First Addition to Port ENO• Faucet�ontrol box V ° o /° a \ Power Townsend as per Volume No. 1 of Plats, page 23, records of CCO \ J / d ° .,F /�� \ CPdle h IN Jefferson County, Washington. > >v �, Single white Found punch in 2" bras disc, incased, at the intersection of Lawrence Street and Walker Street Found punch in brass ° 5 a' r_plug, incased, at the •, \ 2 �, •M intersection of Lawrence / r_pry ,,` Edge of asphalt Street and Benton Street \• ° 9 \ Found Punch in 2' brass 03� \ ' • �' � \w. disc, incased, at the �ti Q0 g� P� r intersection of Lawrence 30 \ \ °'a 'I °' �0 e Street and Cass Street \ ` Found #5_rehar with \ .,\ RIM082. 60\ ye Ann Wlaode Pp Ss239p Stl P¢�.a' °�'.�� °QO ° c' h. ° °� 1 2 4J� \� \ ce. / S `�v, t southwest corner ° p •� \ \\ dwer pole tea+ �.� 0 �O�\ with luminare Fe ta in itlfg 16 o4 n \ wall .15. C' �� Zn ,qS ' 4a \ /Q / c� P \ \ \ ✓1>1 (9� 6` i✓ ✓� s \ , . ✓F Plower i1� le i •ri •� \\ ✓. '/i� /,/ (JS,� ✓' g pole0 ,% h'%71te ✓ 0 `4 \ 36� S ✓ \ sue. ✓ �5 ✓ 9 � S PP � : \• •: sign8 s�.: �� S1o9 ., 0 / Calculated monument position. 0I, intersection of Cass Street O t ��. gi✓ \ e ° d Ae t S; Ni✓ 9„i 6 Jefferson Street o S o g�� ✓ Found punch in brass the �. 550! 9� \ g0 9 plug, incaseo, at intersection of Jefferson Street and Benton Street. 0 200 400 m, 0 0}0 \ ✓.v .. 90 �y0 Scale: 1* 1" _- 200' ✓o \Found punch in iron rod, incased, at the intersection of Jefferson Street and Walker Street. �r�c�'h� •' � ,� Power Pole STORM DRAINAGE MANHOLE 1 ..z 1> . RIM 77.54 wp 6 CONC NE 74 01 IE Ite t' 8' CONC SW 74 18 IF 12' CONC NW 73.19 IE ' 8 CONC SE 73.13 IE ,,,/// SANITARY SEWER MANHOLE RIM 77 75 B' CLAY NE 74 57 IE _ Found punch in iron rod, CATCH BA,SI 6" CLAY SW 74 47 IE incased, at the intersection RIM 75 811 E i} of Jefferson Street and B CONIC NW 73 98 IE Walker Street Benchmark Elevation:75.i6 feet ) �E WASy7 S ; Federal Tay, wA 98003 o Pointe (25 -) 661 -1901 u o D Woods CHECKED BY N Larson May 20, 2004 o tl p 22338 �Q NqC �(STE� LK i1 1 -1rJ -20055 Ij `EXPIRES - "12 Centre 336:39 91th Avenue South Federal Tay, wA 98003 o Pointe (25 -) 661 -1901 u Surveying D Woods CHECKED BY N Larson May 20, 2004 JOB NAME 2201 I" = 20' JOB NIA 2201 0 20 40 11 - 1 I Scale: 1" _ 20' MDEX DATA NE -NW 11, T30N,1 R1W., W.M. SI BVEY FOR Susan Black 6 Associates 1148 Northwest Leary Way Seattle, Wa 98107 JEFFERSON COUNTY, WASHINCTON SHEET 1 OF 1 JEFFERSON COON TY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS c�\ JEFFERSON COUNTY COUNTY COMMISIONERS DEPARTMENT OF CENTRAL SERVICES DISTRICT 1 PHIL JOHNSON 1820 JEFFERSON STREET PORT TOWNSEND, WA 98368 DISTRICT 2 DAVID SULLIVAN CONTACT: CORING BEMIS DISTRICT 3 PATRICK M RODGERS FACILITIES DIVISION (360) 385 -9378 VICINITY MAP UNTY COURTHOUSE 0 0.5 MILE 1 MILE LANDSCAPE ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 98107 (206) 789 -2133 Fax (206) 789 -2186 STATE OF WASHINGTON REGISTERED LAND A HITECT AEL R. LAMB CERTIFICATE NO. 519 PREPARED BY: SB & ASSOCIATES GARRY STRUTHERS ASSOCIATES, INC. 1148 NW LEARY WAY 3150 RICHARDS ROAD, SUITE 200 SEATTLE, WA 98107 BELLEVUE, WA 98005 TEL: (206) 789 -2133 TEL: (425) 519 -0300 FAX: (206) 789 -2186 FAX: (425) 519 -0309 GEOENGINEERS 8410 154TH AVE. NE REDMOND, WA 98052 TEL: (425) 861 -6000 FAX: (425) 861 -6050 GENERAL NOTES CENTRE POINTE SURVEYING, INC. 33701 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 CONTACT: NORM LARSON, PLSe (253) 661 -1901 1. A DESCRIPTION OF THE ADDITIVE ALTERNATES CAN BE FOUND IN THE SPECIFICATIONS. 2. THESE PLANS ADHERE TO ALL APPLICABLE CODES AND GUIDELINES INCLUDING: THE 2003 EDITION OF THE INTERNATIONAL BUILDING, SECTIONS 1009 AND 1010, WASHINGTON STATE BUILDING CODE FOR HISTORIC BUILDINGS CHAPTER 51 -19 WAC, NON - RESIDENTIAL ENERGY CODE (NREC), WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION, SPECIFICATIONS OF JEFFERSON COUNTY AND THE CITY OF PORT TOWNSEND, AND THE CITY OF PORT TOWNSEND MUNICIPAL AND ZONING CODES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ADA SIDEWALK RAMPS INCLUDING WING RAMPS AS WELL AS SITE ADA ACCESS RAMPS FOR MAXIMUM ALLOWABLE SLOPES. CALL TWO DAYS BEFORE YOU DIG 1- 800 -424 -5555 SHEETINDEX COVERSHEET 1 ST1 PHASING AND STAGING PLAN 2 EC1 TEMPORARY EROSION CONTROL AND SEDIMENTATION PLAN 3 D1 DEMOLITION PLAN 4 G1 ROW GRADING & LAYOUT PLAN 5 G2 ROW GRADING & LAYOUT PLAN 6 G3 SITE GRADING PLAN 7 G4 SITE GRADING PLAN 8 S1 DRAINAGE SYSTEM ON /OFF SITE AND RELOCATION OF WATER SERVICE LINE 9 S2 DRAINAGE SYSTEM DETAILS 10 L1 SITE LAYOUT PLAN 11 L2 SITE LAYOUT PLAN 12 LD1 DETAILS Contact the Building Department at 379 -3206 prior to making changes 13 LD2 DETAILS r revisions to the approved plans 14 LD3 DETAILS Building and facilities shall be 15 LD4 DETAILS designed and constructed to b@ accessible In accordarlca With IOC 16 LD5 DETAILS Chapter 11 and ICCANSS ff.,l 17 P1 PLANTING PLAN 18 P2 PLANTING DETAILS NOTICE: Plans are approved excepting any ermrsorominIM. All wwkmust Pass ins ection in conformance with an aPpricahre codes and d regulations. 19 IR1 IRRIGATION PLAN -I 20 IR2 IRRIGATION DETAILS 21 IR3 IRRIGATION DETAILS 22 E1 UTILITY RECEPTACLES REV D FOR 23 E2 PARKING LOT AND AREA LIGHTS CO PLIANCECDE DATE / / —/a 24 E3 HANDRAILS, BOLLARDS & WALKWAY LIGHTS PERMIT i e" 19- 25 E4 ILLUMINATION DETAILS BY 26 E5 ILLUMINATION DETAILS SURVEY BID SUBMITTAL APPROX. . OF • ON • . . ��, r�rrw•srq—s mv • • 1 ♦i /i�1 �1<J�"��. �� • ♦��6��1� p ' r ®IGS������I�BI`�'���fl,��,� <� • • - • -• 9E ♦,�F��:; V•�� ii► �����- I�s� .�.�.��,�.,o,�._�,.®� , I�,,f,,® j�llri +'1 ®� ♦11,.•i��/� i ®I -fir - - - - - - - -- - ` April _ i� ` ill � 'f��, r, ->-.. 4. ._v v �� �.— � �'�� I /� i I '. • ►�I` ♦�!';�;� ♦j;�� ♦1,! %." °`irs�v.�� ii �!ds I`7611%�����%����=����1��1�/.// rviii�iiiiiiJ�: i✓ /ii: =�/i ✓'iii." !�`IIj� '1111 ,r 1 ♦ 11 O�� /,/ /E -1111, i .. - ��� i/. " �s J�� r , /,/ r� �/ / O;' ►0 ♦' ♦,,/) .I /�j- �. 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I` !. 1i; �Ir •1111 !'♦ ♦1� 11 1,��♦1�2.�1 ♦11..� v�i�4io!I��I1�1 /� _ III OEM QS ZVI ♦♦,"I,►A<<�111 �L>i�: ----------------- - - - - ®_ - `I n��<`.�\j ♦a ♦i �� �. �1T1t�T�`R���l � � _ �R. ���'►_ �` ���i����P�4il�7 Cr���1�1�Y*,^+�r�i►�►� �� _� :,F.- �'� � �I�� • :! _�1w! ♦ +a� +r Sidewalk i�r��d'ti►tz•ii ic'���._II 41 =if l a11r ♦♦ ♦'� • • ►se1o11♦ ,. .. ♦, • r �' , �►� r .e;�� ♦♦1s�s 1� .�,,•y fa i . �� �n 4`Q 1* .I -4,f 1s o • ie3~Rt�16♦:•6'ra'► ♦,�'♦�1�1 ♦�1 j EMEMME LANDSCAPE ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 98107 (206) 789 -2133 Fax (206) 789 -2186 REVISIONS STATE OF WASHINGTON REGISTERED LANDSC I ECT HAEL R. LAMB CERTIFICATE NO, 519 DATE: 9,.07.05 SCALE: / / °C20' DESIGN BY: B W DRAWN BY: B w CHECKED BY: MRL FD,E: TEMPORARY ADA STALLS_ PRIOR TO THE EXISTING ADA STALLS BEING REMOVED FROM CASS STREET THE CONTRACTOR WILL BE REQUIRED TO STRIPE TWO (2) TEMPORARY ADA STALLS IN THE BACK PARKING LOT NEAR THE WEST ENTRY- THE TEMPORARY ADA STALLS SHALL REMAIN UNTIL THE FINAL ADA STALLS AND EAST ENTRY IMPROVEMENTS HAVE BEEN COMPLETED, O AFTER THE ROW IMPROVEMENTS HAVE BEEN COMPLETED, D STRIPED AN APPROVED, THE WORK ASSOCIATED WITH THE PARKING LOT MAY BEGIN. ®ONCE THE BACK PARKING LOT WORK HAS BEEN COMPLETED THE REMAINING WORK MAY BEGIN, INCLUDING GRADING, PATHWAYS, CURBING, PLANTING, IRRIGATION, RAILINGS, SITE FURNISHINGS AND LIGHTING, COORDINATION OF COURTHOUSE ENTRIES WHEN WORK REQUIRES COURTHOUSE BUILDING INGRESS /EGRESS BE BLOCKED AT ANY OF THE BUILDINGS ACCESS POINTS THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING GUIDELINES_ I_ ENTRY A AND D MUST NOT BE BLOCKED AT THE SAME TIME, 2. ENTRY B AND F SHALL NOT BE BLOCKED AT THE SAME TIME. THE CONTRACTOR MAY BE REQUIRED TO CONSTRUCT A TEMPORARY ADA ACCESS RAMP, 3, ACCESS TO THE ARCHIVE BUILDING SHALL BE AVAILABLE AT ALL TIMES. NOTE., APPROXIMATE STAGING AREA SHOWN. CONTRACTOR TO FLAG PROPOSED STAGING AREA AND HAVE AREA VERIFIED BY THE OWNER PRIOR TO CONSTRUCTION. ANY DAMAGE TO PARK DUE TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY RESTORED BEFORE PROJECT SUBSTANTIAL COMPLETION. fu fu N W J THIS AREA ONLY EXISTING C O C JEFFERSON STREET COUNTY PARK J Y STAGING AREA BASEKETBALL COURT TENNIS COURT 4 u FLD05 All 0L CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL PHASING AND STAGING PLAN JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS ST1 I OF Z b SHEETS INSTALL ER CONTROL Q BALE BART DITCH PER PORT TOWN STANDARD EC -1. STO 8TM9M 8�..coNc -INST 1sM R FABRIC INLET FENCE PER CI OF STANDARD DETAIL -3 FOR I��EX�CATCI -I BASINS STALL :' EC = - NSTI3IG�'1i r .-salve _ ENTR,AI�UGE PE CITY;OF cn : TSEND 81',4NDARlT�C 9Q n I G yya ro \i ye L cqr = -E - PO' ..Gra Gravel - - - _ - - - - - - - --- -- ---- •-- ---- -- -- --- -- \- _ OPOwer pole water ters_ \ 1 N949 N9496ib STAND;4RG DETA : XISTING G;?4TGW. BASINS : ` : 1_.:: _'- : s� gl Y�l�aw _ - o M 44/11, TF - - CITY OF PO T TOWN SEND SEND REQUIRED EROSION CONTROL NOTES I. THE TEMPORARY EROSION CONTROL SYSTEM SHALL 13E INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS INSPECTOR TO ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL. 4. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED 'ALL EC CONSTRUCTION FOR -1 DAYS OR MOH AND IMMEDIATELY TO SLOPES GREATER THAN 159 THAT RANGE PER CITY OF PORT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. NSEND STANDARD DETAIL EC -6 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 0 20' 40' /0 0' I. THE PUBLIC RIGHT -OF -WAY SHALL BE KEPT GLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. S. ALL CITY OF PORT TOWNSEND STANDARD DETAILS ARE AVAILABLE AT THE CITY HALL PERMIT COUNTER 6LD05 -194 CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPES . ARCHITECTS ♦ � SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 9 ti 1 0 7 (206)789 -2133 Fax (206)789 -2186 i U WASHINGTON i RETASTERED �� � LAN APE R H TECT AEL LAMB CERTIFICATE NO, 519 DATE: 9,U7_20' TEMPORARY EROSION AND SEDIMENTATION PLAN JEFFERSON COUNTY COURTHO E �� SITE AND LANDSCAPE IMPROVEMENTS Ytl-rCe1: �, SCALE. Wheel-- sfoP: -- DRAWN BY: BW CHECKED BY: MRL FILE: SBA - EROSION- CONTROL.DWG REVISIONS Jj�E ror - - m - Wh7e1 -stop Wheel "stop fTrWheel stop- - - -- _ Wheel stOP` --- -- Wheel :sto - - - -.- -: M 44/11, TF - - CITY OF PO T TOWN SEND SEND REQUIRED EROSION CONTROL NOTES I. THE TEMPORARY EROSION CONTROL SYSTEM SHALL 13E INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS INSPECTOR TO ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL. 4. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED 'ALL EC CONSTRUCTION FOR -1 DAYS OR MOH AND IMMEDIATELY TO SLOPES GREATER THAN 159 THAT RANGE PER CITY OF PORT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. NSEND STANDARD DETAIL EC -6 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 0 20' 40' /0 0' I. THE PUBLIC RIGHT -OF -WAY SHALL BE KEPT GLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. S. ALL CITY OF PORT TOWNSEND STANDARD DETAILS ARE AVAILABLE AT THE CITY HALL PERMIT COUNTER 6LD05 -194 CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPES . ARCHITECTS ♦ � SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 9 ti 1 0 7 (206)789 -2133 Fax (206)789 -2186 y'�.� -y+- ���, _ U WASHINGTON i RETASTERED �� � LAN APE R H TECT AEL LAMB CERTIFICATE NO, 519 DATE: 9,U7_20' TEMPORARY EROSION AND SEDIMENTATION PLAN JEFFERSON COUNTY COURTHO E �� SITE AND LANDSCAPE IMPROVEMENTS ECI OF 2CQ SHEETS SCALE. DESIGN BY: IY BW DRAWN BY: BW CHECKED BY: MRL FILE: SBA - EROSION- CONTROL.DWG REVISIONS Sro e a., coNNc c c cp 'VC p % 9Q FIR-YD T C f . �I - +I A Bo = ;I SirtgFe -yell w _ - = = _ INS,. 4. LANDSCAPE ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 98107 (206) 789 -2133 Fax (206) 789 -2186 REVISIONS __ S�ig1E yR Dw STATE OF WASHINGTON RE TERED LAN APE ARCHITECT IAEL R LAMB CERTIFICATE NO. 519 ,lea Pole ASPHALT REMOVAL IRRIGATION VALVE CONTROL Ii MANIFOLD (i �'#R?IGATION DATE: 9. ,0/7.05 SCALE: / n =20 ' DESIGN BY: B w DRAWN BY: B w CHECKED BY. MRL FILE: SBA - DEMOLITION DEMOLITION ITEMS 10 DEMOLISH CONCRETE PAD, RAMP AND ENTRY AND HAUL OFFSITE. RETAINING WALLS UNDER STAIRS TO REMAIN. O DEMOLISH AND REMOVE CONC. WALL AND HAUL OFF -SITE. KEEP PORTION OF WALL AS SHOUN ON LAYOUT SHEET. SAW CUT CONC. WALL AT PORTION TO REMAIN. O CONTRACTOR TO FELL MONKEY PUZZLE TREES (2 AT 30" CAL.) GRIND STUMP AND REMOVE TREE PRIOR TO CONSTRUCTION. CONTRACTOR TO REMOVE STUMP AND TREE ROOTS. CONTRACTOR HAS WOOD SALVAGE RIGHTS FOR ALL TREES TO BE REMOVED. ® EXISTING WATER LINE AND SPIGOT. CAP WATER LINE AT SOURCE AND REMOVE ALL PIPING IN WORK AREA REMOVE EXISTING CONC. RAMP AND HANDRAILS FROM PARKING AREA TO BUILDING ENTRY. ADJACENT CONC. RETAINING WALLS TO REMAIN. O6 FLAGPOLE: REMOVE EXISTING FLAGPOLE, FOOTING AND CONC. PAD. O SANITARY SEWER CLEANOUTS AND ALL ASSOCIATED PIPING ARE TO REMAIN AND BE UNDAMAGED. INFORM OWNER IMMEDIATELY IF CONFLICT BETWEEN SEWER PIPING AND PROPOSED GRADING EXISTS. O$ SAW CUT AND REMOVE ASPHALT PAVING AND SUBGRADE TO A DEPTH NECESSARY TO INSTALL NEW ASPHALT PAVING AT REQUIRED DEPTH. SEE DETAIL 3 SHEET LDi FOR NEW ASPHALT PAVING. HAUL ALL MATERIAL OFF -SITE. OOIL TANK: OIL TANK TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 10 STONE STAIRS AND MONUMENT: STONE STAIRS AND MONUMENT TO REMAIN, DO NOT REMOVE STAIRS UNLESS APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. Q HISTORIC LAMP POST: CAREFULLY REMOVE LAMP POST FROM BASE AND STORE UNTIL INSTALLATION, SEE LAYOUT PLAN FOR NEW LOCATION. 12 BENCH: BENCH TO BE REMOVED AND GIVEN TO OWNER 13 COURTHOUSE BUILDING, STONE WALLS, AND ARCHIVE BUILDING: EXERCISE EXTREME CAUTION WHEN WORKING AROUND THESE AREAS. 1� EXISTING IRRIGATION METER EXISTING IRRIGATION METER TO REMAIN. PROTECT METER AND SERVICE LINE TO WATER MAIN. 15 IRRIGATION VALVE MANIFOLD AND ASSOCIATED EXISTING IRRIGATION PIPING TO BE REMOVED. 16 CATCH BASINS: EXISTING CATCH BASINS ALONG WALKER STREET TO REMAIN. 1"1 STOP SIGN TO BE REMOVED AND REUSED ON NEW POST. SEE PAVING AND PARKING LOT LAYOUT FOR LOCATION. 18 WATER METER TO REMAIN. PRESSURE REDUCER TO BE REMOVED AND REPLACED. PROTECT METER DURING DEMOLITION AND GRADING, lg FIRE HYDRANT: FIRE HYDRANT TO REMAIN, PROTECT DURING CONSTRUCTION ACTIVITIES. ©0 DEMOLISH AND REMOVE CONCRETE PAVING. HAUL OFF -SITE. COORDINATE REMOVAL AND REINSTALLATION OF EXISTING LIGHTED HANDRAILS WITH NEW CONCRETE PAVING 21 ABANDON CATCH $ASIN IN PLACE. AFTER NEW DRAINAGE SYSTEM IS INSTALLED, CAP ALL IN -FLOW AND OUT -FLOW PIPING AND FILL WITH STRUCTURAL FILL. 22 REMOVE EXISTING CHERRY TREE 23 CONTRACTOT TO REMOVE ALL LAWN AND SHRUBS WITHIN AREA TO RECIEVE NEW PLANTING OR PAVING. CONCRETE / ASPHALT REMOVAL DEMOLITION PLAN LLD05 -i 9z CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS D1 ,/ OF 2,Cp SHEETS I NEW ASPHALT - i MATCH LINE SEE SHEET G2 T � ` �Myt °T 64 -3.9 �^�,� - �� �'1 1 A 1I) C� v v I i �9- . 5 n : �• � rte` A> Q? V L , Diu WA41 1 95 5 95,5 96,1 -6gd % - I Q 96.3�n +' N 5272. 2Q1 / E 516. 486`' d [L I .4 o I 68134.8 35 1ef� / R O LL �� ..,. O. Cy 9 - 91 r i l Ol F, 97.9 i95 7 _q T -�� 95.5 i y� �7.54?��9a2 �� I 95 51 S ?2• �� 95 6 - x%95.2 7sQ Z � s ° . g6 0 �I // f� w I ✓ �,' 85.1 �� 9 � - �. LMLI , q g5 a , 1 9 - NEW ?5. CONCRETE VALLEY aq 1 DETAIL 6 95 96 3 GUTTER SEE J a O 57 96- 1 fD SHEET S -2 95. a 61.70 i 95. a i � Q5 3 6' WIDE CONCRETE O I 9,.8 05 a I I] I � � � _ I W%DOT � -3 R + p /i„ 4 // I. r-I I �� I% I ;✓j r a� /,' ; I `4'� - _ :O �' u2 .o / ° �� 9a. 12 , ' LU M LO -% i' ✓ - „ 4'h .i„ 1 8294il�j ' ��I g 92 C 6 rfml E 654% 4 a 6 WIDE CONCRETE 92.6 c. - �.�3 7 9 1 C h j 93.7C ��j/ (� SIDEWALK WSDOT r a L �\� � /1c Q� O �I- ;/ �d STD. PLAN F -3 _' \ �� �O �� ° /' // /; �/ ,I '�' /'j �j' h� „�� �� - ° - 92 15 _�� �� 1 ��/ /�/ �- . _ V_ 11.0 S J O v n 79. 4 66 . L � N 5056.852 % . ° D 92 40 i SEE S-EETS G3 AND G4 8285 E 4986.070 J < < � 2 /91 24 � j .0' - R GRADIN G W I T�I N ° s I I N 504935 /� CD L \ I i �g Cif . w Q PROPERTY 32 G1° I j 92 92 ? I E 5 �` ! 91 8 87.11 a I �� 92 I 5- s1s 1 ; - f Ci ° 9 5184.8582 78.95 n i 81 a ,E . ° / E 5216. Nj504.4.82 % ._ L , s, n 91.? _ 86 °51. .1 - fi„,,_s7.s �?s�g�a. ^r,,r3t- t�3 %,.. <.,.e- :,i;. -.r,, y�f,�t��z,L,„:' -'y- 1 _ ^ ® @ _ ° e �2 �} \� \ . ,�l Ei4�85.(i7 :/ ' ,� 2. 92.25 %' 57 - I -_� � � � -E- -621 d -° -�_ 7.9694, / 80.8 2.2 �o2.e 8 .0 85.7 a "` ' I °- � \.. R n �_ �".. :s 3..� °- .+sr,. »>,,.t ,.. ...�, -,:.. ,. �.': �i:..c,4•, ..teu ./' s � , � I 87.81 89.0 89 a� q0 6 j �i M44-1-321 / % 80 1 �_ �l 5 8 ° 0 0 E� c� ° \ ° - =I �- p 0 1 b 0 PROPERTY LINE MEET A MATCH WITH EXISTING PAVING. \ g q� 91.59 `9140 N 5992.78 �. i .10 - x`9..79 B1 . �0 83 39� 84.83 ° - 85.46 --- ��-- -�-� -� a TC FL I CL A l p T' 1. s 88mift TDP- -OF- NEW�URB 89.99 A° 91 0�, I C R P € [€ _` ° I,w a �- MEETND�ATATC�i1WkITH EXISTING PAVING. \ ` ° a Sid ° t W /EXISTING CURB, \ 9 (.86 ! 90.94 a j `. E 5222.5340 / - ?S � 81 2a \ 8� g.i \ C N 5175. 555 0 'E 499 .0 3 , €� - 1 - 84 97 d� �'. \ %/ c. ` \ 6.92 88 c�� 5222. 503 O" ? 79?F09 69 `� 0bV r]0 0 I.Pr t l C0� Cla)� rJ 82 5i. \ \ \ B4..? ` \ \ 86 62 ` ,, - \` \ \ \ \ F 1 0 b! �. 1 I� E 0 2 t Na 1 C 11 r 7 80.6 / . 9 a9 �t 90.4 \ /SIDEWALK RAMP`S�TYPE',1q TC N 5044.4825�� ` / ` S : J _ //� E 5019.2097 \ \ \ \ �\ \ 89.05\ n 0' j , WS F ARD %`\ I> ` DOT S AND S�OEWAUC RAMPS / \ I l MEET AND MATCH VI�TI�`EXISTING PAVING. PLAN -�A TYPE 1Cj WSDOT y 7910 ` \ \ STANDA D PLAN L 7,.a / \ \ \ E 5185.8600 N 5148.8280 /- / � N 5039.7210 . � � \ � `\ \ •� \ ,� � ..` _ / 90. 1°. .I d � , F -3A 78.03 9 E 5031 5290 \ \ a \ \ \ \ 91.32 MEET AND MATCH EXISTING GRADE WITH / 77.53 / / �aI - €�€ / - �v A ��� �`� A. �`� A\ \'` �. X \�� V \ SMOOTH TRANSITION \v / �� 9OTC0� I 78 77, 79 16 \, 79. 6t, \ 80 10 \ 80. 59 \ \ ` N \ \ 89.26 / . i" \ 78.00 // /, - a / // 78.50 \ \ 81 11 865 \� 22 `, 8£ Z31 \ 83. _7 \ 83 90 84 51 B5. 12 �\ 856 85 18 86 67 87 25 N`5141.8126 \ _ / R ���" / /'` f / f E 5203.2692 8 j ' / , - / / TC Ai !P f = \ 78.23 C /FL E 55031.7511 ` �, \ � ,'r ' . 0.40 I I F l u vv � ^I -" �/ N 5032.8408 ` �� 1 C 0 TCFJ1 P r� g O CL RAMP 89.87 TC ._ 89.85 p N 5026.1511 \ TC /FL \ TC FL .G13.11 `0.00 j N 5142.1283 p �j ,E�020.6099 E15020.9560 1+00 � 2 5 � i CL RAMP + 7 6 74 �- -- 77.20 -'L - - -� - -� -- - - -- _ -- - _� -- _ _ _�� -__ , C' J_� 2.00 E 5206.8144 N 5147.7v32�7 E 5215.9022 p - - - -- g 78 66 �-- -- -� - - -* � -Q- o- �_ -- -�, -- t - - - - - - - - -- _ - - - -� _ _ - -- E 5 15.7928 - - _ -- \\ 80 BO , B3 00 - (l ! I JV T �j��� �' ` -*- ` 89.57 - I U L J �, . 1 85 30 I- \ 87.53 Ile I w \ , d 81.06 , OL , \' , II 77 _ � .� ?. 83.11 �t \ CALL' WDA e 8 8\ _ 67. '17 I GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 200 Bellevue, WA 98005 -4446 Phone: (425) 519 -0300 Fax: (425) 519 -0309 E -mail: gsa @gsassoc- inc.com http: / /www.gsassoG- inG.GOM REVISIONS - - •I' • I 111 10, 201 BID SUBMITTAL DATE: SCALE: 8/05 ROW GRADING AND 1"=10' DESIGN BY: PL LAYOUT PLAN G1 DRAWN BY: LC JEFFERSON COUNTY COURTHOUSE CHECKED BY: GN FII,E. SITE AND LANDSCAPE IMPROVEMENTS d 1 of 26 SHEETS Lo u I «� CD A [ )if� ° rn G 1 5 MATCH LINE SEE SHEET G2 T � ` �Myt °T 64 -3.9 �^�,� - �� �'1 1 A 1I) C� v v I i �9- . 5 n : �• � rte` A> Q? V L , Diu WA41 1 95 5 95,5 96,1 -6gd % - I Q 96.3�n +' N 5272. 2Q1 / E 516. 486`' d [L I .4 o I 68134.8 35 1ef� / R O LL �� ..,. O. Cy 9 - 91 r i l Ol F, 97.9 i95 7 _q T -�� 95.5 i y� �7.54?��9a2 �� I 95 51 S ?2• �� 95 6 - x%95.2 7sQ Z � s ° . g6 0 �I // f� w I ✓ �,' 85.1 �� 9 � - �. LMLI , q g5 a , 1 9 - NEW ?5. CONCRETE VALLEY aq 1 DETAIL 6 95 96 3 GUTTER SEE J a O 57 96- 1 fD SHEET S -2 95. a 61.70 i 95. a i � Q5 3 6' WIDE CONCRETE O I 9,.8 05 a I I] I � � � _ I W%DOT � -3 R + p /i„ 4 // I. r-I I �� I% I ;✓j r a� /,' ; I `4'� - _ :O �' u2 .o / ° �� 9a. 12 , ' LU M LO -% i' ✓ - „ 4'h .i„ 1 8294il�j ' ��I g 92 C 6 rfml E 654% 4 a 6 WIDE CONCRETE 92.6 c. - �.�3 7 9 1 C h j 93.7C ��j/ (� SIDEWALK WSDOT r a L �\� � /1c Q� O �I- ;/ �d STD. PLAN F -3 _' \ �� �O �� ° /' // /; �/ ,I '�' /'j �j' h� „�� �� - ° - 92 15 _�� �� 1 ��/ /�/ �- . _ V_ 11.0 S J O v n 79. 4 66 . L � N 5056.852 % . ° D 92 40 i SEE S-EETS G3 AND G4 8285 E 4986.070 J < < � 2 /91 24 � j .0' - R GRADIN G W I T�I N ° s I I N 504935 /� CD L \ I i �g Cif . w Q PROPERTY 32 G1° I j 92 92 ? I E 5 �` ! 91 8 87.11 a I �� 92 I 5- s1s 1 ; - f Ci ° 9 5184.8582 78.95 n i 81 a ,E . ° / E 5216. Nj504.4.82 % ._ L , s, n 91.? _ 86 °51. .1 - fi„,,_s7.s �?s�g�a. ^r,,r3t- t�3 %,.. <.,.e- :,i;. -.r,, y�f,�t��z,L,„:' -'y- 1 _ ^ ® @ _ ° e �2 �} \� \ . ,�l Ei4�85.(i7 :/ ' ,� 2. 92.25 %' 57 - I -_� � � � -E- -621 d -° -�_ 7.9694, / 80.8 2.2 �o2.e 8 .0 85.7 a "` ' I °- � \.. R n �_ �".. :s 3..� °- .+sr,. »>,,.t ,.. ...�, -,:.. ,. �.': �i:..c,4•, ..teu ./' s � , � I 87.81 89.0 89 a� q0 6 j �i M44-1-321 / % 80 1 �_ �l 5 8 ° 0 0 E� c� ° \ ° - =I �- p 0 1 b 0 PROPERTY LINE MEET A MATCH WITH EXISTING PAVING. \ g q� 91.59 `9140 N 5992.78 �. i .10 - x`9..79 B1 . �0 83 39� 84.83 ° - 85.46 --- ��-- -�-� -� a TC FL I CL A l p T' 1. s 88mift TDP- -OF- NEW�URB 89.99 A° 91 0�, I C R P € [€ _` ° I,w a �- MEETND�ATATC�i1WkITH EXISTING PAVING. \ ` ° a Sid ° t W /EXISTING CURB, \ 9 (.86 ! 90.94 a j `. E 5222.5340 / - ?S � 81 2a \ 8� g.i \ C N 5175. 555 0 'E 499 .0 3 , €� - 1 - 84 97 d� �'. \ %/ c. ` \ 6.92 88 c�� 5222. 503 O" ? 79?F09 69 `� 0bV r]0 0 I.Pr t l C0� Cla)� rJ 82 5i. \ \ \ B4..? ` \ \ 86 62 ` ,, - \` \ \ \ \ F 1 0 b! �. 1 I� E 0 2 t Na 1 C 11 r 7 80.6 / . 9 a9 �t 90.4 \ /SIDEWALK RAMP`S�TYPE',1q TC N 5044.4825�� ` / ` S : J _ //� E 5019.2097 \ \ \ \ �\ \ 89.05\ n 0' j , WS F ARD %`\ I> ` DOT S AND S�OEWAUC RAMPS / \ I l MEET AND MATCH VI�TI�`EXISTING PAVING. PLAN -�A TYPE 1Cj WSDOT y 7910 ` \ \ STANDA D PLAN L 7,.a / \ \ \ E 5185.8600 N 5148.8280 /- / � N 5039.7210 . � � \ � `\ \ •� \ ,� � ..` _ / 90. 1°. .I d � , F -3A 78.03 9 E 5031 5290 \ \ a \ \ \ \ 91.32 MEET AND MATCH EXISTING GRADE WITH / 77.53 / / �aI - €�€ / - �v A ��� �`� A. �`� A\ \'` �. X \�� V \ SMOOTH TRANSITION \v / �� 9OTC0� I 78 77, 79 16 \, 79. 6t, \ 80 10 \ 80. 59 \ \ ` N \ \ 89.26 / . i" \ 78.00 // /, - a / // 78.50 \ \ 81 11 865 \� 22 `, 8£ Z31 \ 83. _7 \ 83 90 84 51 B5. 12 �\ 856 85 18 86 67 87 25 N`5141.8126 \ _ / R ���" / /'` f / f E 5203.2692 8 j ' / , - / / TC Ai !P f = \ 78.23 C /FL E 55031.7511 ` �, \ � ,'r ' . 0.40 I I F l u vv � ^I -" �/ N 5032.8408 ` �� 1 C 0 TCFJ1 P r� g O CL RAMP 89.87 TC ._ 89.85 p N 5026.1511 \ TC /FL \ TC FL .G13.11 `0.00 j N 5142.1283 p �j ,E�020.6099 E15020.9560 1+00 � 2 5 � i CL RAMP + 7 6 74 �- -- 77.20 -'L - - -� - -� -- - - -- _ -- - _� -- _ _ _�� -__ , C' J_� 2.00 E 5206.8144 N 5147.7v32�7 E 5215.9022 p - - - -- g 78 66 �-- -- -� - - -* � -Q- o- �_ -- -�, -- t - - - - - - - - -- _ - - - -� _ _ - -- E 5 15.7928 - - _ -- \\ 80 BO , B3 00 - (l ! I JV T �j��� �' ` -*- ` 89.57 - I U L J �, . 1 85 30 I- \ 87.53 Ile I w \ , d 81.06 , OL , \' , II 77 _ � .� ?. 83.11 �t \ CALL' WDA e 8 8\ _ 67. '17 I GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 200 Bellevue, WA 98005 -4446 Phone: (425) 519 -0300 Fax: (425) 519 -0309 E -mail: gsa @gsassoc- inc.com http: / /www.gsassoG- inG.GOM REVISIONS - - •I' • I 111 10, 201 BID SUBMITTAL DATE: SCALE: 8/05 ROW GRADING AND 1"=10' DESIGN BY: PL LAYOUT PLAN G1 DRAWN BY: LC JEFFERSON COUNTY COURTHOUSE CHECKED BY: GN FII,E. SITE AND LANDSCAPE IMPROVEMENTS d 1 of 26 SHEETS 111 • • 1D WSDOT STj PLAN F -3A 89.97 _Qj E BASE POINT CALCULATED MONUMENT POSITION INTERSECTION OF WALKER STREET AND FRANKLIN f �• 91.08 N 5256.021 I 4 2 EE 487 92. 96 2 +00 NEW ASPHALT--n -�� - � 94.34 - --i 94.44 • � - �y N 5289.0687 N 5289.5758 CONCRETE VALLEY - c ;E 4930..2988 E 4935.809 GUTTER SEE DETAIL nA IN SHEET S -2 /f i�f d - - .63 f / 90.33 al - ✓ %! /, q `'/ 4 j p' T T- ?`%'' 90.11 TC d 1 C 4- F' 92.55 a a. 6 9 J. '. . -, E 16 �- N 5260.15 - °'� . 4 , `,�� - / TYPE !f -i 24 d 2 9 ' �. LV4� d RDA_ ° E 4903.86 d- 2% 1% ° 89 90. - / 3.344 4889. \ 6 8.249 - a 91.00 N 5237 N 5228.j3101 � E 4870 448�3z: i 1 89.69 89.5 N 5$22.4361 E 474.1150 '! 1 11.0' N 8.35 + + , i" l -1-llr -VALLEY �� �� 11ONC RET1� V TTER $EE DE TA u t, T S QHEE 2 I _W 1 M 1 CID Cr') I Lo ,o W I Im V 1 1� +T 11I NEW ASPALT -<, / 90. 0\ ° E488- a9 .66 3- d ��1 _ a ,l 9 O g j x ° �= 4 ` •; 7 d .3� N 219.7596 r g 7\8517 • 1: ffi 41 / N 5218.0208 4885.4151 ' N 5215.3537 i f E 4889.1522 4 , d\ vh I I r. / Y ° s-a I / / >5 , / / b / 89. (t X92 -; t h I - ^� 92 WIDE CONCRETE 4 DEWALK WSDOT _4 \S PLAN F -3 ° d 7 _ b GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 200 Bellevue, WA 98005 -4446 Phone: (425) 519 -0300 Fax: (425) 519 -0309 E -mail: gsa@gsassoc- inc.com hftp: / /www.gsassoc- inc.com X X61 fig' �,�'%1•�`� ' £ - ,Z- iii %' %; /% � - /r/ / /f / /i 11Z r , / f' , / / / f , / s- / /f e f f / / / f / f f /'/ l f / f , i %f l / f 95.2 • 95.0 1 95 7 96 3 94 5 �n 4 9 i' 1' Ps\ REVISIONS STREET E E 94.58 6' WIDE- r' r / % f / / ii , / / / !'n SIDEWALK RAMP TYPE 2A WSDOT STANDARD + PLAN F -3b 1+00 2 9 2z9 8' 101.33 101.53 TC 101.83 0.1-00+ /CENTERLINI 9 7. 11 97.04 •98. 92 II' l 1 10 E- 5064.9078 E 5073.6054 FRANKLIN N 5325.1843 S58 01 1 `,.w 101.23 109 60 E 4988.1041 \ =2' N 5379.7661 a STREET b N 5371533 E 5063.4736 o E 5076.2400 y� TC/102.67 TC \ I 96.54 N 5313.5438 ` 0 _ 11 CEMENT CONC ETE CURB & E 4982.0740 I I GUTTER, TYPE to -1 , City" OF PORT TOWNSEND I; i'0 - 8 % /,, TANDARD DETAIL T -13 F 5 AL StEPS 9 ' 9 -Ja 1 1.7 N 5321.6828 - \' _ ❑g 5 101.33'14 a W 62.5617 101.99 1 ° N 5359.4469 060.3727 1 10� / I A 6 X 12 J E 50Q4a3629 _� = °_ E - 5058.1494 _ a 8ti TC/ MP I . N 53''3.8320 828 H 02. 8.8264 96. jo �, �_ C q7 s �' Di �,. 100 v \ 537T. 3T 5100.0 6. TO - NlmaaL SIDEWALK � _ �Lp= _ • G4.e.�_� �- �- � ®�- .� „°�- �- �-�• ®` - �- �. -�_� � g 9�� O / ��, � I A O f' I 573 •95 1 , 9� '''102.05 T a- 9, : 2.17 - %,101.55 • / / % /� %/ - d , 1 I O /%!x d a n O. \ ii, NEW ASPHALT f / / 94,67 r 95 0 C) 95 5 8 -3 0 -04 4 9 � 95 3� � 2• - d d- r S 96 2 5 - V� 95. 'S ^P -95 2 94.90 RIM AT 94.90 q4.90 6' WIDE CONCRETE SIDEWALK WSDOT / 4// ''i ��'f %/ %' ; i i" i% // r STD. PLAN F -3 I i /f� / .i. I= �? 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Go 89.99 �j °�91 - Oa / d ALL SOIL AGAINST SANDSTONE ` e' T ALL` SOIL AGAINST SANDSTONE a S d e i, \t a l C�� / -`-�2, TOP -GAP SHALL BE REMOVED ° q �T a j 7 .4. d- a Q d d a TOP-CAP SHALL BE REMOVE e w 1 k Mi 7 7�] �'n I , -a �; TO 2 INGNE BELOW SbTTOM 82. a 1 8=1 197- dl °' I 86 92 .92-67 _- a TO 2 INCHES BELOW BOTTOM 88 < -go- Q4 . 18.6 / -� ° CS ',,/ \4 . 69 \�\ 0 Ih+ 1 iYe 0 T \ \P 1 ' t 1 C \J UT- \ SEA SNETS tk \ i 8a . 67 \.\\ \\ \ 86 E F 1 o b,J \'�. l I� e o T \\ V P I t c a 1 Cur \�1 8a 6 i 9 . 49 ;, = f a ht ��' FOR GRADING W ITi N G2 ��\ 77.4 4 ROW \ \ ` \\ \, \ ✓, a Cn 79 18 I9 6 80 1 ° \ 0 59 \ 81.1 1 \\ 81\ 65 \, 82 22 \ 82 81 \ 83 37 \ 83.90 \ \ 84 51 \, 85 12 \\ 85.5 \ 86 1 t. 86. 67 87. 25 \ < �7. 81 - F � \ J!(� //✓ -" //; � 88. iii € € € €'. \ 3� /: �/ O W 1- n t o f A ��` 1 A, 1� /C`ii /i /iii /, ; l2M thickened edge ���JN F, qn J1 _DlP'�T c� y 31 6. . Lob';.4� LEGEND - -7a . �6 60 so 3,� nn PyI ; R n n X17 3r, �� 89 57 z 95 36 01 0j. !9k l 2 92.92® v �h I 91 400 i�7CC� L%,'l n nl " E im CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL Vii: f/ �' %i /,•' ; /' i; r 42 r 1 iQ 100 � Ia 93. v , ? RIM _ ° -�? C Q - .� -i Tom. ° 4 %1 -- 3 d �� '_,,,y,� I FLUSH GU COORDINATE CB RIMS WITH S2 e 9� . 76 ', _ BENCH 93 ? ,/ ' // a -�� I ti',- r d 93 1 STORM DRAINAGE PLANS / r// / /! / >� I COORDINATE CB RIMS WITH d ¢ SEE SWEET S -1 Cx / j9 / STORM DRAINAGE PLANS - i i O .35 SEE SHEET S -1 PROVIDE A �,.. ° _ 82 1 � � I �l C „'i��,' 9 ��- - LANDING A T TOP 9LBOTW TWE 92.. AND BOTTOM A- 6 .ri v n C ✓ n� v <� �, Ir.� -LFj3- j/'/ / % �/ / / ! ; % � , f / / / - � / / �f ,/ MW % k STAIRS 92 1 Y 91 \ o c7l F) .60 91. _ j/ Co YARD �� CC 5® 706 - - 00 TOC AS 11 DRAIN r, , cil 9 1 0 91. a `t % .1 `,d - �a2 I. TOG ..�122 2 f R a _ a I on 4�` _____ 6-' v- ti € a g0_bb�- ------- -5WALE LINE --- - - - - -- ---- - - - - -- II I J. q �YA - - - D ND 81 ' 9100 ql I D 8 150 - - - -- E A \ xe�s :'3k x,, nE " '�x� �� SWALE LINE92.25 ae(�-- . -,�` 3rr�:` iii �s;. ° Y [ �i s u 3 L i r f '>' ---'" may. ' 9 f �} C - 5 , \ :;r Sr'- '.- `? #fs- , -.a.., ,11r✓ § ._,r:; rv'* ."��: fi`�l - z. ''e° "r t. _✓i•'� FFfrl:°'. r. a „s�' ,e`er aF RD DRAIN '; '�T W91. 57 --__ :/ '3€aw `.� a"Y'<` T �� �J� / -� -�- _ _,._s�y- sstTa.:,s. _-<z, _9��"� -� .''b. re,.>r•'..r•n s�sy' .. •,..,.. .arG mar xr'•y., 1 JL�Y� -} �d 1 4 - MEi� 1 AND . A .'s:.;:�,.::'.�...m_.c�..' :.,'.` sr�:.�.�.!,�; ,M1 ..n.�..c�s ,..,.rte`,' . .,�a -zz.,. , >"'' "m ".,. ., ,a,� "v,,`.�2.'e_..Y, ` 9 -1 ° Y f� a5..� _ - � a a, �. � � � � �.�.�.�...�.� - - -- -- 78.32I/'' 80 1/ �' - 1 C a d D v ' _' IJ ,6 °00 _, / J 9 . 98 ' �' 7� �T REr,�STING � P��11 box SQ ° s9.9�\ � +0.6 9 .0 g1.59 o R1 \ 0 79. 4u 83.39\ _83 -a 86.46 �� �U. Go 89.99 �j °�91 - Oa / d ALL SOIL AGAINST SANDSTONE ` e' T ALL` SOIL AGAINST SANDSTONE a S d e i, \t a l C�� / -`-�2, TOP -GAP SHALL BE REMOVED ° q �T a j 7 .4. d- a Q d d a TOP-CAP SHALL BE REMOVE e w 1 k Mi 7 7�] �'n I , -a �; TO 2 INGNE BELOW SbTTOM 82. a 1 8=1 197- dl °' I 86 92 .92-67 _- a TO 2 INCHES BELOW BOTTOM 88 < -go- Q4 . 18.6 / -� ° CS ',,/ \4 . 69 \�\ 0 Ih+ 1 iYe 0 T \ \P 1 ' t 1 C \J UT- \ SEA SNETS tk \ i 8a . 67 \.\\ \\ \ 86 E F 1 o b,J \'�. l I� e o T \\ V P I t c a 1 Cur \�1 8a 6 i 9 . 49 ;, = f a ht ��' FOR GRADING W ITi N G2 ��\ 77.4 4 ROW \ \ ` \\ \, \ ✓, a Cn 79 18 I9 6 80 1 ° \ 0 59 \ 81.1 1 \\ 81\ 65 \, 82 22 \ 82 81 \ 83 37 \ 83.90 \ \ 84 51 \, 85 12 \\ 85.5 \ 86 1 t. 86. 67 87. 25 \ < �7. 81 - F � \ J!(� //✓ -" //; � 88. iii € € € €'. \ 3� /: �/ O W 1- n t o f A ��` 1 A, 1� /C`ii /i /iii /, ; l2M thickened edge ���JN F, qn J1 _DlP'�T c� y 31 6. . Lob';.4� LEGEND - -7a . �6 60 so 3,� nn PyI ; R n n X17 3r, �� 89 57 z 95 36 01 0j. !9k l 2 92.92® v �h I 91 400 i�7CC� L%,'l n nl " E im CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 98107 (206) 789 -2133 Fax (206) 789 -2186 SITE GRADING PLAN JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS I I G4 i OF SHEETS vU STATE WASHINGTON REGISTERED SCAPE ARCH TECT _ MICH L R. LAMB CER ICATE NO. 519 .7. 1 J. w y SCSCAM: ': M ' 11 101 DESIGN BY: B W DRAWN BY: B w CHECKED BY. MRL FILE: SBA - GRADING REVISIONS SITE GRADING PLAN JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS I I G4 i OF SHEETS f FRANKLIN STREET : GRAPHIC SCALE x a --- - - - - -= --EXIS7-.WATER:MEIER---- 7 I I ',1 II 80.00 NW (IN)` ��,Ia ,� , 1 1 5 HDP - - -_ - - - -- - - -- - -- __ - -- -_._�_�_ -« EXIST. POWER - VAULT IE = 80.00 NE (IN) i ! ' -- 2, TYPE C VA 8 11 i'' ``' T ,\ RIM 94.90 TRENCH DRAIN ,�, AIM 94.90 -1 1 E 93.9 RIM °91.60 tLIN 3 5•-- r r 93.9 - 1 6602 SLOPE -T` = FIE D - - -- -_ : J 1 f11 1 w'1" -!j DETERMINED OIL TANK = 88.49 (IN) 18 LF 2I` -_1 RIM_ ' i ; 5154.3947 7 1 _ -- - _ (kW) = I � � � � ".. e rye- 10 TYPE it CB IE = 92.77 NOTE: 62 LF 8" HDPE '4 ! iu l - - RIM 91.43 IE = 92.77 SURVEY COORDINATES ARE BASED ON SURVEY MADE BY CENTRE (SE) - - i �I ". i vl IE = 87.16't IN) I =, t IE 871 T)i . POINT SURVEYING, INC, ON 5/604 TO PROVIDE SURVEY DATUM .I - : z -P95 N 5230.1093 '� -� - -- 5 -� ' FOR JEFFERSON COUNTY COURTHOUSE PROJECT SITE ' -_ -=; z y;` ' 0I ---' cv I ; E 4928.2565 j '' 9 TYPE 1 CB CONSTRUCTION. 2 AREA INLET DRAIN l• #3 AREA INLET "DRAIN` ° =I' ' I ' 1 J, RIM 94,.76 I 9 =$5 - IE = 91.15 (IN) -_ =`.l i -1 - -- -RIM -- 91,.82 ' I _ ; E , ` ' I ` IE IE = 91A5 (OUT)„ z I j VS `' 100 LF Ng5259.9428 _ = _ \ 1 1' 6" o NOAE E :5025.4424 N 5,138.2591 N 5165.7 }365; N ¢• 09 , uj- co �4, " 11 TYPE 1 CB (MODIFIED)! 1 �_ iT __ _ RIM 92.26 r 1 W ,I �__` 7� . - lE 85.92 i()N) j 1 - -_ - - -J JEFFERSON J +{' i IE = 85.92t'I(17UT) 1 16 EXISTING SDMH , i t i 1V 5188.2993 1 1 f ---------- -- - - -_ _- ----- ----- _-_- -- - --'- E 4938.989$ 'I 1,2 -TYPE Z- 1v1H 8" CONC NE 74.01 IE °..1. ��4�' -2,-�� o o,- _RIM 92y3 .r i _ rs'! ! s = C6' ' ,'i-r13 = 85.10 IN)-- N a I i 1E 85 .10 IN S . E � a 12" CONC I NW 73.19 IE - $5.10 (OUT) SW. r;; -;=1� 16 8542 `. t, ?g53.1�739 13 TYPE 1 CS r ` RIM 93.98 #6 EX AREA INLET DF 14 TYPE 1 RIM 83 84 CB W SOLID�ILID 1 +. i' i ",jll, ,+,;l "'5 -25 %,' IE = 87.06 (IN) RIM 93.22 GRAPHIC SCALE x a --- - - - - -= --EXIS7-.WATER:MEIER---- 7 I I ',1 II 80.00 NW (IN)` ��,Ia ,� , 1 1 IE = 87.06 (OUT) IE = 92.39 EXIST. POWER - VAULT IE = 80.00 NE (IN) i ! ' g j7 11 i'' ``' T ,\ RIM 94.90 TRENCH DRAIN ,�, AIM 94.90 -1 1 E 93.9 14 O tLIN 3 5•-- r r 93.9 - 1 6602 6.sYPE_LCB - I ;'r= , 1 f11 1 18 2 "'TYPE" T -CB OIL TANK = 88.49 (IN) 18 LF 6" HDPE RIM_ ' i ; 5154.3947 7 _ -- _94.25_ -- - IE = 92.77 _ (kW) = .o I l � IE = 92.77 (S,W). 62 LF 8" HDPE '4 �� I f IE = 92.77 OUT (SE) - - � IE = I I ',1 II 80.00 NW (IN)` ��,Ia ,� , 1 1 IE = 87.06 (OUT) IE = 92.39 EXIST. POWER - VAULT IE = 80.00 NE (IN) i ! ' g j7 11 i'' ``' T ,\ E 4968.8106 Z IE = .1 !�.= i 79.90 (OUT) i � -- -� ( ) 1 I, ?nj:_ �� r 1. I k 7 IE = I I ',1 II 80.00 NW (IN)` ��,Ia ,� , 1 1 IE = 87.06 (OUT) IE = 92.39 EXIST. POWER - VAULT IE = 80.00 NE (IN) i ! ' g j7 11 i'' ``' T ,\ E 4968.8106 Z IE = .1 !�.= i 79.90 (OUT) i � -- -� ( ) 1 I, ?nj:_ �� m ,i- ;-�rr`,j +� 1 4 rT r �' °I � tLIN 3 5•-- r r EXIST. UNDERGROUNG N 5125 6602 6.sYPE_LCB - I ;'r= , 1 I =- 92:3: =_ 18 LF 4" HDPE OIL TANK E 4937.1183 ' (��y��� I' I t ' _ S =30.0% 35 LF'., 8" HD r LJ 11 I; , '� -Il 1 ;= !4--' =Tj . 51. S =9.54 %•_, - y, I 8 EX AREA INLET DRAIN RIM 93.55 Ti IE = 92.55 ;. •ry'r' ', ' ,'i TYPE 2 MH 1 L1 II IM 92.41 III �; j�'_� `_E = 84.41 (IN) SW - 1 4' IE = 83.34 (OUT) IT _ t IE = 84.47 (IN) NE - ,1 ; 71-Tt t. N 51+2?a4�7.. K_ r,_�'_ ,.E_.4964.4510 ;�� 5 I -, I fNN !it I _15=< , 1 I N _ - - iT 7 TYPE-> 1__ CS.__ s-' r_, �-` �' r--, -�--- i-r';- --- `i`�`r'•T= r' --�nf N�, - 2 - Tf- -;'RIM''_9 ,. /, �''i' -�'� -' I j1•-, �"',- ''r,- °j T ti-r�- 'r- r:-rT, I _ :I r< I I' RE it ;r ; . 5 N 5292.5416 1 3 TYPE,1 CB MODIFIED E 5064.3313 RIM 95.48 i IE = 91.95 (IN) 31 It = 9 5.04i• i, ) IE?= u93.54 (OUT) T N 5260.4748 E 5052.13050 g 0�AR0 '1 it = 91.95` (OUT)' Iii ' N 5271.0650 IE E 5100.7691 f _ - I ��'�A ' , 1E = ;'91.57,, (-IN) N- Z { r II i r If I : e tLIN 3 5•-- r r i -sl�l i rT ` zl� -,- 6.sYPE_LCB - I ;'r= , 1 r - RIM =- 92:3: =_ 2 o � 1 IE = 88.49 (IN) ,.r !9 EX AREA INLET DRAIN ° ' ®,' L RIM 93.51 - - -! I } IE = 92.68 - ;.,,. it 14 TYPF 1 GR-' , T IE =' 911 ..21 (1N) 1 �E _,91:21 (OUT) ' �-rnir 1E = ;'91.57,, (-IN) N- Z 1 T =' E-5134.9665 ,T e T "rl r r i rT ` zl� -,- 6.sYPE_LCB - I ;'r= , 1 r - RIM =- 92:3: =_ 2 o � 1 IE = 88.49 (IN) IE = 88.49 (OUT) 3 ' in N ; 5154.3947 7 'I I I r E < 5121.4064 �- = .o I 1 , i 62 LF 8" HDPE �� I f S =2.0% � �..- _ _��� ' -_ -=; ;.,,. it 14 TYPF 1 GR-' , T IE =' 911 ..21 (1N) 1 �E _,91:21 (OUT) ' �-rnir 1E = ;'91.57,, (-IN) N- 52152.8344',. =' E-5134.9665 ,T e I= ; 1 2 i 2 o � I ,+ r i 5,. ' in N 5187.898'1+� ' 'I I I r 4 - ". , � �vc-;F - - r "`+�.. •_ - - t 'etr- nY s I _ - ..�_' _ _;- aT:'-'3".'v°.•tP.*.z: 1 1 , i �� I f r � �..- _ _��� ' -_ -=; z y;` .k I _ "- i , W 04 to (IN S) 1 inch = 20 ft. I I t i r 'I Y t {� 1 rr I lul I 45 I n P 1 1 1 1 CONSTRUCTION NOTES O1 INSTALL TYPE I CONCRETE CATCH BASINS AT LOCATIONS SHOWN ON THE PLANS. LID WILL BE SOLID OR GRATED PER THE PROJECT INSPECTOR FOR EACH LOCATION. SEE DETAIL SHEETS. O2 INSTALL AREA INLET DRAIN W /CATCH AND CONNECT TO DRAINAGE SYSTEM AT LOCATIONS SHOWN ON THE PLANS. SEE DETAIL SHEET. O3 CONTRACTOR TO CONNECT EXISTING YARD DRAINS TO DRAINAGE SYSTEM AT LOCATIONS SHOWN ON THE PLANS. INSTALL HOPE DRAINAGE PIPE WITH SIZE AND LENGTH SHOWN ON PLANS TO COMPLETE THE DRAINAGE SYSTEM BETWEEN MANHOLES, CATCH BASINS AND YARD DRAINS. O INSTALL TYPE It MANHOLE AT LOCATIONS SHOWN ON PLANS. SEE DETAIL SHEETS. �6 CONTRACTOR TO MAKE CONNECTION TO EXISTING MANHOLE AT LOCATION SHOWN ON PLANS. SEE DETAIL SHEETS. O7 FURNISH AND INSTALL (2) 3" PVC CONDUITS, MARK AND CAP ENDS AND BRING INTO BOILER ROOM, ENTRANCE LOCATION TO BUILDING TO BE CONFIRMED BY THE PROJECT REPRESENTATIVE. OS FURNISH AND INSTALL 1" TYPE K COPPER WATER SERVICE LINE FROM EXISTING PRESSURE REDUCER TO THE COURTHOUSE BUILDING. REMOVE AND REPLACE EXISTING PRESSURE RESS RE REDUCER WITH NEW 60 -80 PSI PRESSURE REDUCER. BRING NEW WATER LINE INTO BUILDING BOILER ROOM, ENTRANCE LOCATION TO BE CONFIRMED BY THE PROJECT REPRESENTATIVE. RELOCATE EXISTING TYPE I CATCH BASIN AND INSTALL NEW OPEN FACE, CURB, FRAME AND GRATE INLET DRAINAGE LID IN NEW CONCRETE CURB /GUTTER AS SHOWN ON THE PLANS. RECONNECT 8 PIP OUTLET EXISTING E E TO THE EXI TI TYPE II M.H. LOCATED TO THE S.W. 10't. (JEFFERSON /WALKER INTERSECTION). 10 FURNISH AND INSTALL TYPE II M.H. WITH SOLID LID AND CONNECT TO EXISTING 12" STORM DRAINAGE LINE AS SHOWN ON THE PLANS. (FRANKLIN /WALKER INTERSECTION). 11 FURNISH AND INSTALL TYPE I CB WITH OPEN FACE CURB, FRAME AND GRATE INLET DRAINAGE LID IN NEW CONCRETE CURB /GUTTER AS SHOWN ON THE PLANS. CONNECT 8" OUTLET DRAINAGE PIPE TO NEW TYPE Il M.N. IN CONSTRUCTION NOTE #10. (FRANKLIN /WALKER INTERSECTION). 12 REMOVE EXISTING TYPE I CATCH BASIN, CUT, CAP /PLUG 12" OUTLET DRAINAGE PIPE AND ABANDON IN PLACE. (FRANKLIN /WALKER INTERSECTION. 13 FURNISH AND INSTALL TYPE I MODIFIED CONCRETE CATCH BASIN WITH SINGLE FILTER CARTRIDGE INSTALLED TO CLEAN STORM WATER BEFORE DISCHARGE TO THE CITY OFF -SITE DRAINAGE SYSTEM. STORM WATER MANAGEMENT, INC. OR EQUIVALENT. SEE DETAIL SHEET S -2. 14 FURNISH AND INSTALL 12 "x12" TRENCH DRAIN H GRATE AND 12 "02" CATCH BASIN WITH INLET OUTLET CONNECTIONS AND CONNECT TO ON -SITE DRAINAGE SYSTEM. NDS, INC. OR EQUIVALENT. SEE DETAIL SHEET S -2. 15 THE 8" HDPE STORMWATER PIPE CONNECTING CB #8 AND CB #14 WILL REQUIRE CORE- DRILLING THROUGH THE BASE OF THE SANDSTONE RETAINING WALL. NO HAMMERING EQUIPMENT SHALL BE USED. INSTALL 16" STEEL CASING THROUGH WALL SECTION, LENGTH SHALL BE SAME AS WALL THICKNESS AND GROUT HDPE STORMWATER PIPE AT BOTH ENDS OF CASING. GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF PORT TOWNSEND DEVELOPMENT STANDARDS, CONTRACT SPECIFICATIONS AND THESE PLANS. 2. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED FROM THE CITY OF PORT TOWNSEND FOR DRAINAGE SYSTEM. LEGEND ® TYPE 1 CATCH BASIN O TYPE 11 MANHOLE HDPE DRAINAGE PIPE - - - EXISTING STORM LINE TRENCH DRAIN ® ¢ r AREA INLET k WATER LINE CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL �-rnir -RI,M93:19 1 rrI 1 2 IE 8972 ` ( OUT) I 5,. .,�. ^..r., = 3 -... N 5187.898'1+� ' 'I I I r 4 - ". , � �vc-;F - - r "`+�.. •_ - - t 'etr- nY s I _ - ..�_' _ _;- aT:'-'3".'v°.•tP.*.z: _ _ � Ej51753191j I � � �..- _ _��� ' -_ -=; iIII .k - __�.a_��,...�. _-. 1 AREA INLET DRAIN _ "- 2 AREA INLET DRAIN l• #3 AREA INLET "DRAIN` ° =I' ' I 9 =$5 - _RIM -- 91,82 -= -_ =`.l i -1 - -- -RIM -- 91,.82 ' I _ ; E , ` ` IE 88.82 = IE - 89;87, L \ \ \ N 5,138.2591 N 5165.7 }365; to I a , E 5131.4331` E 5175,651;8 - -_ - - -J JEFFERSON STREET 16 EXISTING SDMH �__----------------------------- ---------- -- - - -_ _- ----- ----- _-_- -- - --'- -;-------------------_-_-_-__--- RIM 77.541 ; . - 8" CONC NE 74.01 IE 8" CONIC 8W 74.18 IE 12" CONC I NW 73.19 IE 8" CONIC SE 73.13 IE 4 r (IN S) 1 inch = 20 ft. I I t i r 'I Y t {� 1 rr I lul I 45 I n P 1 1 1 1 CONSTRUCTION NOTES O1 INSTALL TYPE I CONCRETE CATCH BASINS AT LOCATIONS SHOWN ON THE PLANS. LID WILL BE SOLID OR GRATED PER THE PROJECT INSPECTOR FOR EACH LOCATION. SEE DETAIL SHEETS. O2 INSTALL AREA INLET DRAIN W /CATCH AND CONNECT TO DRAINAGE SYSTEM AT LOCATIONS SHOWN ON THE PLANS. SEE DETAIL SHEET. O3 CONTRACTOR TO CONNECT EXISTING YARD DRAINS TO DRAINAGE SYSTEM AT LOCATIONS SHOWN ON THE PLANS. INSTALL HOPE DRAINAGE PIPE WITH SIZE AND LENGTH SHOWN ON PLANS TO COMPLETE THE DRAINAGE SYSTEM BETWEEN MANHOLES, CATCH BASINS AND YARD DRAINS. O INSTALL TYPE It MANHOLE AT LOCATIONS SHOWN ON PLANS. SEE DETAIL SHEETS. �6 CONTRACTOR TO MAKE CONNECTION TO EXISTING MANHOLE AT LOCATION SHOWN ON PLANS. SEE DETAIL SHEETS. O7 FURNISH AND INSTALL (2) 3" PVC CONDUITS, MARK AND CAP ENDS AND BRING INTO BOILER ROOM, ENTRANCE LOCATION TO BUILDING TO BE CONFIRMED BY THE PROJECT REPRESENTATIVE. OS FURNISH AND INSTALL 1" TYPE K COPPER WATER SERVICE LINE FROM EXISTING PRESSURE REDUCER TO THE COURTHOUSE BUILDING. REMOVE AND REPLACE EXISTING PRESSURE RESS RE REDUCER WITH NEW 60 -80 PSI PRESSURE REDUCER. BRING NEW WATER LINE INTO BUILDING BOILER ROOM, ENTRANCE LOCATION TO BE CONFIRMED BY THE PROJECT REPRESENTATIVE. RELOCATE EXISTING TYPE I CATCH BASIN AND INSTALL NEW OPEN FACE, CURB, FRAME AND GRATE INLET DRAINAGE LID IN NEW CONCRETE CURB /GUTTER AS SHOWN ON THE PLANS. RECONNECT 8 PIP OUTLET EXISTING E E TO THE EXI TI TYPE II M.H. LOCATED TO THE S.W. 10't. (JEFFERSON /WALKER INTERSECTION). 10 FURNISH AND INSTALL TYPE II M.H. WITH SOLID LID AND CONNECT TO EXISTING 12" STORM DRAINAGE LINE AS SHOWN ON THE PLANS. (FRANKLIN /WALKER INTERSECTION). 11 FURNISH AND INSTALL TYPE I CB WITH OPEN FACE CURB, FRAME AND GRATE INLET DRAINAGE LID IN NEW CONCRETE CURB /GUTTER AS SHOWN ON THE PLANS. CONNECT 8" OUTLET DRAINAGE PIPE TO NEW TYPE Il M.N. IN CONSTRUCTION NOTE #10. (FRANKLIN /WALKER INTERSECTION). 12 REMOVE EXISTING TYPE I CATCH BASIN, CUT, CAP /PLUG 12" OUTLET DRAINAGE PIPE AND ABANDON IN PLACE. (FRANKLIN /WALKER INTERSECTION. 13 FURNISH AND INSTALL TYPE I MODIFIED CONCRETE CATCH BASIN WITH SINGLE FILTER CARTRIDGE INSTALLED TO CLEAN STORM WATER BEFORE DISCHARGE TO THE CITY OFF -SITE DRAINAGE SYSTEM. STORM WATER MANAGEMENT, INC. OR EQUIVALENT. SEE DETAIL SHEET S -2. 14 FURNISH AND INSTALL 12 "x12" TRENCH DRAIN H GRATE AND 12 "02" CATCH BASIN WITH INLET OUTLET CONNECTIONS AND CONNECT TO ON -SITE DRAINAGE SYSTEM. NDS, INC. OR EQUIVALENT. SEE DETAIL SHEET S -2. 15 THE 8" HDPE STORMWATER PIPE CONNECTING CB #8 AND CB #14 WILL REQUIRE CORE- DRILLING THROUGH THE BASE OF THE SANDSTONE RETAINING WALL. NO HAMMERING EQUIPMENT SHALL BE USED. INSTALL 16" STEEL CASING THROUGH WALL SECTION, LENGTH SHALL BE SAME AS WALL THICKNESS AND GROUT HDPE STORMWATER PIPE AT BOTH ENDS OF CASING. GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF PORT TOWNSEND DEVELOPMENT STANDARDS, CONTRACT SPECIFICATIONS AND THESE PLANS. 2. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED FROM THE CITY OF PORT TOWNSEND FOR DRAINAGE SYSTEM. LEGEND ® TYPE 1 CATCH BASIN O TYPE 11 MANHOLE HDPE DRAINAGE PIPE - - - EXISTING STORM LINE TRENCH DRAIN ® ¢ r AREA INLET k WATER LINE CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL 12" Deep Profile Channel Drain 12114' — How to Spedly: Description Part No. Pkg. Qty, Color 1 NOS R43; 1 r Deep Profile UV Proleded High anon PVC 12' X 20" Deep Profile Channel Drain 843 1 Light Gray 1012° C te Dmm with iPechon °cal Irtedor ocking Jomh. 843 s sm- -- OnDs 12" Deep Profile End Cau /End Outlet f 3" & 4" Offset Universal Outlet Description Part No. Pkg. Qty, Color 12" Deep Profile End top/ 4' S&D SPY Knocked Out End Outlel 844 1 Light Grey CONCRETE COLLAR (SEE NOTE 6) UNDERDRAIN MANIFOLD 1 —CART. CATCHBASIN — PLAN SCALE: N.T .S. ACCESS COVER 2' INSIDE _'_-4- 0 OPENING 2' -4" INSIDE OUTSIDE 1 —CART. CATCHBASIN — SECTION VIEW �JCC IVV IL JJ 1 1 INLET GRATE 6" 8" 0 OUTLET PIPE (SEE NOTE 5) CLEANOUT ACCESS PLUG "LL1 UAst tlr KGVINVN STEEL CATCHBASIN STORMFILTER 1/3 PLAN AND SECTION VIEW STANDARD DRAWING — 1— CARTRIDGE UNIT ESIGNED BY.-a. DRAWN BY: Na ATE: PROJECT NO.: DRAWING FILE NAME: 1 12 04 pLp( CBSF- I -S.DWG AFFLE ►i THE STORMWATER MANAGEMENT StermFilter US. PATENT No 5,322,629, No. 5,707,527, No, 6,027,639, No. 5,624,576, AND OTHER U S. AND FOREIGN PATENTS PENDING NANA@trrNNT INQ. 12" Pro Series Channel Grates 6" Universal Outlet au.e SfI8a11tVti0RE "� "° Desaglfion Pad No. Pkg. Qty. Color I NCS #12b6, b' IMlirawl Io:ing Duvet. 6' Hmversai Locking Outlet .. - - _ 1266 ...... .. 20. - ..... Black ° a �Tis6 "Selw and gminP 6 °Ce 4re, mrgared Am Use Oth 9'x 9, 12'x 12 "and 18'x 18' fv6 Basin Sores andrul30, #1230 ord I1830 Adcptea 4" (TYP) ACCESS COVER 4" 0 OPENING PERMANENT POOL ELEVATION INLET STUB (OPTIONAL) 1► N REINFORCING BARS (SEE NOTE 6) 6" OVERLAP r 10" /—INLET GRATE 1 0 0 a 2DE I 2 INSIDE RIM 'I~ INSIDE RIM 4' -8 3/4" OUTSIDE RIM 1 —CART. CATCHBASIN — TOP VIEW SCALE: N.T.S. UFTING EYE (TYP OF 4) 5" 2' -3 5/8" CARTRIE SUPPC 5" 8" 0 OUTLET STUB (SEE NOTE 5) 2' INSIDE —H\\\ 2" 0 OUTLET PIPE FROM 2' -0 1/2" UNDERDRAIN OUTSIDE 1 —CART. CATCHBASIN — SECTION VIEW SCALE: N.T.S. 1 BY: ,a1 DRAWN BY: 2' -4" INSIDE RIM 0 3' -9" 1 —CART. CATCHBASIN — SECTION VIEW SCALE N.74, THE STORMWATER�IVNNAAGEMENT StormFilter U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER U.S AND FOREIGN PATENTS PENDING STEEL CATCHBASIN STORMFILTER TOP AND SECTION VIEW STANDARD DRAWING — 1— CARTRIDGE UNIT NANAOSMENT INV. 12" x 12" Catch Basin 1 — ,f34' - -I T Spedficalims: NOS fl2l)0, #1203, of 11204, 1 Z' Y,1 Z' Topemil 0-ch Baran. _ ._.. , (Dr1DS Description Part No. Description Part No. Pkg. oty. Color 5/18' ; a �ti��`� How to Speaiy 12" x 20" tight Traffic Channel Grate 8d7 1 Grey ... 4 ....... ND59841,1Z" Wtde UY Sim Henry TraHir ...... , �..��• QbnDS Lightbft Chou rel GGruip taper Channel Gnnee 848 1 Grey XX st6o moo 48.77 sq. ii-A. Grote SecJriry Clip* 849 10 Grey „an• 847 v � °'1 *far use wiih 847 grate and 640 or 843 chnnnel drain only !2 per grate) 11' rip• - I.E. DIAMETER INLET STUB v �a - <ra• How to Spedfy: XXX OUTLET STUB XXX NOS 1848, 12" Wide XXX CIRCLE CONFIGURATION: OUTLET O❑ INLET OUTLET INLET - W Protected Iho Impact Gins - „�" S "neintorced Nylo1 Heavy imFBr 848 t71olrel iiala. Gpen swforn ores Load Star 40.48 sq -r. rN. arlDs M4 6" Universal Outlet au.e SfI8a11tVti0RE "� "° Desaglfion Pad No. Pkg. Qty. Color I NCS #12b6, b' IMlirawl Io:ing Duvet. 6' Hmversai Locking Outlet .. - - _ 1266 ...... .. 20. - ..... Black ° a �Tis6 "Selw and gminP 6 °Ce 4re, mrgared Am Use Oth 9'x 9, 12'x 12 "and 18'x 18' fv6 Basin Sores andrul30, #1230 ord I1830 Adcptea 4" (TYP) ACCESS COVER 4" 0 OPENING PERMANENT POOL ELEVATION INLET STUB (OPTIONAL) 1► N REINFORCING BARS (SEE NOTE 6) 6" OVERLAP r 10" /—INLET GRATE 1 0 0 a 2DE I 2 INSIDE RIM 'I~ INSIDE RIM 4' -8 3/4" OUTSIDE RIM 1 —CART. CATCHBASIN — TOP VIEW SCALE: N.T.S. UFTING EYE (TYP OF 4) 5" 2' -3 5/8" CARTRIE SUPPC 5" 8" 0 OUTLET STUB (SEE NOTE 5) 2' INSIDE —H\\\ 2" 0 OUTLET PIPE FROM 2' -0 1/2" UNDERDRAIN OUTSIDE 1 —CART. CATCHBASIN — SECTION VIEW SCALE: N.T.S. 1 BY: ,a1 DRAWN BY: 2' -4" INSIDE RIM 0 3' -9" 1 —CART. CATCHBASIN — SECTION VIEW SCALE N.74, THE STORMWATER�IVNNAAGEMENT StormFilter U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER U.S AND FOREIGN PATENTS PENDING STEEL CATCHBASIN STORMFILTER TOP AND SECTION VIEW STANDARD DRAWING — 1— CARTRIDGE UNIT NANAOSMENT INV. 12" x 12" Catch Basin 1 — ,f34' - -I T Spedficalims: NOS fl2l)0, #1203, of 11204, 1 Z' Y,1 Z' Topemil 0-ch Baran. _ ._.. , (Dr1DS Description Part No. Pkg. Qty. Color fm Opening ........ .. . . .1200 ......... 4 ....... Black Three Opening ........ ......1203 ... ... 4 ....... Black Four Opening ... ...........1"204 ...... 4 ....... Bbck Requires eiliar 11206, A7242, (1243, 11244, (1243, or 11266 Umveisol 000 hormch opening (Sag Page 18; XX MEDIA TYPE I nD A 1KI A E OF LID PER OWNER )PE PIPE (TYP) 22 %� PIPE SECTION SS "B" CONCRETE AREA INLET DRAIN W /CATCH GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548 -4667. 2.) FILTERS TO BE SIPHON — ACTUATED AND SELF — CLEANING. 3.) STEEL STRUCTURE TO BE MANUFACTURED OF P4" STEEL PLATE. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) CBSF EQUIPPED WITH 4" (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8" IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6.) FOR H -20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY THE CONTRACTOR. 7.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. BY:._ DRAWN BY: 1 — CARTRIDGE CATCHBASIN STORMFILTER DATA DESIGN WATER QUALITY FLOW RATE cfs XXX PEAK FLOW RATE (cfs % S —L � o DF 26 SBTi� XXX RETURN PERIOD OF PEAK FLOW s DESIGN BY: PL XXX OF CARTRIDGES REQUIRED �0� �� GN �: XX CARTRIDGE FLOW RATE 15 GPM STD XX MEDIA TYPE XXXXX RIM ELEVATION CHECK: RIM — IE —OUT = 2.3' I.E. DIAMETER INLET STUB XXX XXX OUTLET STUB XXX XXX CIRCLE CONFIGURATION: OUTLET O❑ INLET OUTLET INLET NOTES /SPECIAL REQUIREMENTS: STEEL CATCHBASIN STORMFILTER NOTES AND DATA BLOCK STANDARD DRAWING — 1— CARTRIDGE UNIT 1.0' ► 1.0' 2.0' THE STORMWATER MANAGEMENT StormFilter - U S. PATENT No 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING NANA1111NSNT INO. CONCRETE VALLEY GUTTER COMPACTED BASE COURSE NOTES: 1. AREA INLETS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS AREA INLET WALL THICKNESS. 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH THE INSIDE OF THE AREA INLET WALL. 4. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON— ROCKING FIT WITH ANY POSITION "LD05� CALL TWO DAYS BEFORE YOU DIG 1 -800- 424 -5555 BID SUBMITTAL � GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Site 2QD Bellevue, WA 98005 -4446 • Phone: (425) 519 -0300 Fax: (425) 519 -0309 E -mail: gsa @gsassoc- inc.com http: / /www.gsassoc- inc.com A• 0 ��� _ �� S `Qj � �EGI�,R� j�� � EXPIRES D3 D7 D6 DRAINAGE SYSTEM DETAILS JEFFERSON COUNTY C O U RT H O U S E SITE AND LANDSCAPE IMPROVEMENTS % S —L � o DF 26 SBTi� s °�� N -T.S. DESIGN BY: PL DRAWN BY. LC �0� �� GN �: REVffi�N3 i X� n o4 N 0 • i m—w n-i IIC ■:C.. u■■�■uiiiiw'ii ii■i■. -` 1•:-•i -•• •G- !IC"17�� / /I��7/�/��/IIII��� IT p' -3" - d d _ d - d 4' -0" J 411 WNI j/j - STRIPI , / / / /�j d TYP. / . a A NU1 36.50' I_6" all a' LD4 DETAIL 108' -1" LEGiEND IRI3' -5" NEW CONCRETE � LDl LDI NEW PAVERS LDI NEW ASPHALT LDI FLUSH CONC, BAND CURB AND GUTTER 6 HT, CONC. CURB K LDI 12" HT, CONG. CURB CONG. WALL - SEE GRADING PLAN FOR HEIGHT 0 — METAL RAILING 2' I PA i i ■ouuunwo■ � ' ■ #i °■iiii °iiiiiiii � , . Ca0 w- -0i: no; n °u ■ ■ 'i i,mON 41' -9" 4 L — — — — d d - d- 01 dl- d a °- pd-- 11 R22' -0" F�i'3412W-m zf�] PROPERTY LINE d Ip d i i i i pri m im Ii -11 1 d- w �I - - L 1 ° 1 d I� -N IEMMA r .N ° �W J — J. A4 :d d A d " - d d d � :. (ASPHALT PAINT STRIPING:. 4" WHITE STRIPING: PER SPECIFICATIONS. STRIPING FOLLOWS CENTERLINE OF STALL DIMENSIONS AND WHERE NOTED. ALL PARKING: STALLS LABELED AS "COMPACT" ARE TO BE STENCILED WITH 8 INCH HIGH PAINTED LETTERING AT THE END OF EACH STALL. ALIGN W DEGREES TO STALL STRIPING x_011 4" STRIPING 24" O.C. AT 45 DEGREES OFF PARALLEL WITH STREET iw JEFFERSON STREET CENTERLINE 88' -10" JEFFERSON STREET L ,4�OUT NOTES. 1. ALL GURB MEASUREMENTS FOR ABOVE GROUND GURBS ARE MEASURED TO FACE OF CURB, 2- FLUSH CURBS (CONCRETE BANDS) ADJACENT TO PAVED SURFACES ARE MEASURED ON THE PAVED SIDE, FLUSH CURBS BETWEEN LAWN AND PLANTING BEDS ARE MEASURED ON THE LAWN SIDE CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE.' . ARCHITECTS ♦ SB & ASSOCIATES, INC. 1 1 4 8 NW L E A K Y WAY S E A T T L E , WA 9 8 1 07 (206) 789 -2133 Fax (206) 789 -2186 � `��''0� UU u DATE: 9.07.05 I JEFFERSON STREET CENTERLINE 88' -10" JEFFERSON STREET L ,4�OUT NOTES. 1. ALL GURB MEASUREMENTS FOR ABOVE GROUND GURBS ARE MEASURED TO FACE OF CURB, 2- FLUSH CURBS (CONCRETE BANDS) ADJACENT TO PAVED SURFACES ARE MEASURED ON THE PAVED SIDE, FLUSH CURBS BETWEEN LAWN AND PLANTING BEDS ARE MEASURED ON THE LAWN SIDE CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE.' . ARCHITECTS ♦ SB & ASSOCIATES, INC. 1 1 4 8 NW L E A K Y WAY S E A T T L E , WA 9 8 1 07 (206) 789 -2133 Fax (206) 789 -2186 � `��''0� "M STATE ❑F WASHINGTON ad �, UV R TERED LAN CAPE CHITECT M E ICHAL R. LAMB CERTIFICATE NO. 519 DATE: 9.07.05 SITE LAYOUT PLA N JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS L 1 10 OF 2- 60 SHEETS s��: 1 ° =10' DESIGN BY- ICY BII D�`"NBY BW CHECKED BY: MRL REVISIONS WWW Z� Vu v 0, X L ,4�roUT NOiE ,5: 1. ALL CURB MEASUREMENTS FOR ABOVE GROUND CURBS ARE MEASURED ALL PARKING STALLS LABELED AS TO FACE OF CURB. "COMPACT" ARE TO BE STENCILED WITH 8 INCH HIGH PAINTED _ 2- FLUSI4 CURBS (CONCRETE SANDS) ADJACENT TO PAVED SURFACES LETTERING AT THE END OF EACH i ARE MEASURED ON THE PAVED SIDE, FLU,5H CURBS BETWEEN LAWN AND STALL. 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LAMB CERTIFICATE NO. 519 CHECKED BY: MRL FILE: ° �<- d \y E d _- i �r 0 4' -'I" / j 4 J_ ;r 23' -11" ° ' r rr ,/ / // a jg a CONCRETE BASE a a FOR HERITAGE POLE f w_ -d d d d ° d a d° ! • R141�IP 11lu� !1L :AIL INSTALL CONCRETE IN ROW PER WSDOT STANDARDS, SEE SHEET GI�G2 FOR REFERENCE G—`ALL TWO DAYS BEFORE YOU DIG 1 800 - 424 -5555 VJMTTAt7- SITE LAYOUT PLAN L2 JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS / OF !� SHEETS MODIFY NUMBER OF PAVERS AND CONC. CURB EDGING AS NEEDED TO MINIMIZE CUT PAVERS. ACHEIVE MINIMUM DIMENSIONS OF PAVER AREAS AS SHOWN ON LAYOUT PLAN. 6" FLUSH CONC. BAND 6" CONC. CURB OR 12" CONC. CURB FINISHED CONC. CURB SEE DETAIL SUBGRADE MUST BE COMPACTED TO 95%o OF STANDARD PROCTOR DENSITY AS SPECIFIED IN A5TM D 1551. NOTE: DETAIL DOES NOT APPLY TO PARKING LOT CURBING. X 1 -1/8" CONIC. PAVERS PLUS OR MINUS 1116" BETWEEN PAVERS AND CURBING. CONCRETE PAVERS: DOUBLE HOLLAND 1-1/8" X 1 -1/8" X 2 -3/8" CHARCOAL SMOOTH COLOR AVAILABLE FROM MUTUAL MATERIALS (600) 411 -1131 SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. ,CONCJRETE UNIT FAVER5 ANU CONCRETE CUR55 NTS ASPHALT PER CITY OF PORT TOWNSEND DESIGN ENGINEERING STANDARDS. MINIMUM PAVEMENT SECTION - LOCAL ACCESS - RESIDENTIAL: SURFACING: 2" CLASS B ASPHALT CONCRETE BASE: 2" CRUSHED SURFACING TOP COURSE 5" GRAVEL SASE INORGANIC SOIL SUBGRADE PROOF ROLLED TO VERIFY S590 COMPACTION OF MAX. DRY DENSITY PER ASTM D -15571 TO A MIN. DEPTH OF 6" ,45FHALT FAVING NTS LANDSCAPE ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 98 107 (206) 789 -2133 Fax (206) 789 -2186 2" CSTC 8" DEPTH 5 /5" MINUS CRUSHED ROCK BASE COURSE PAVERS LOCATE EXPANSION JOINTS AT 20'0.C. MAXIMUM. 1 -1/2" SAND BEDDING PER A5TM C 33 ALL PAVER AREAS SHALL RECEIVE A 5/8" MINUS CRUSHED ROCK BASE COURSE. COMPACTION TO 95% TOP OF CONC. BAND 1" ABOVE FINISHED GRADE AT LAWN AREAS, 2" ABOVE FINISHED GRADE AT SHRUB AND GROUNDCOVER AREAS. (2)'4 REBAR CONTINUOUS EQUAL SPACING, 2" -3" CLR. DOWEL AT EXPANSION JOINTS 4" DEPTH 5/8" MINUS — CRUSHED ROCK COMPACTED TO 95%'0 UNDER CURB COMPACTED SUBGRADE 6" WIDE X 12" DEPTH (FLUSH BAND) I--- 6•e rD m LET FOR FLUSH CONC. BAND TOP OF BAND MUST STAY WITHIN 1/4" TOLERANCE WITH ADJACENT PAVERS PLUS OR MINUS 1116" BETWEEN RAYRO-ANP CURBING. 0 TOP OF CONG. BAND I" ABOVE FINISHED GRADE AT LAWN AREAS, 2" ABOVE FINISHED GRADE AT SHRUB AND GROUNDCOVER AREAS. (2) °4 REBAR CONTINUOUS EQUAL SPACING, 2" -3" CLR DOWEL AT EXPANSION JOINTS 4" DEPTH 5/13" MINUS CRUSHED ROCK —� COMPACTED TO 950 UNDER CURB 1211 COMPACTED SUBGRADE 1 CONCfRETE CURSING; NITS MEDIUM BROOM FINISH CONCRETE 4" DEPTH, 3,000 PSI TOOL JOINTS 411 __ 2 __ d L__ jx- /. ' 611 6" DEPTH 5/8" MINUS CRUSHED ROCK COMPACT TO 95io , 6" WIDE X 24" DEPTH CURB I_ in TOP OF CONC. BAND I" ABOVE FINISHED GRADE AT LAWN AREAS, 2" ABOVE FINISHED GRADE AT SHRUB AND GROUNDCOVER AREAS. (2) 04 REBAR CONTINUOUS — EQUAL SPACING, 2" -3" CLR DOWEL AT EXPANSION JOINTS 4" DEPTH 5/8" MINUS CRUSHED ROCK COMPACTED TO 95%'0 /. UNDER CURB COMPACTED SUBGRADE (on 6" WIDE X IS" DEPTH CURB I_– — PLUS OR MINUS 1116" BETWEEN = (oil PAVERS AND CURBING. o� 6" PARKING LOT CURBS TO CONFORM TO WSDOT STANDARE PLAN F -I CEMENT CONCRETE TRAFFIC CURB. ° I I PLUS OR MINUS 1116" BETWEEN- ,_- 1211 a D 1 24„ PAVERS AND CURBING. r. D - a r e D a� 0 0� MEDIUM BROOM FINISH CONCRETE 8" DEPTH, 3,000 PSI TOOL JOINTS 6X6 - 6 GAUGE WELDED WIRE MESH 6X6 - 6 GAUGE WELDED WIRE MESH II -_ V __ _y..__- ___aS�___ ,r -____ /� Y` e_ a. 2 MIN. COVER -- 611 III DEPTHS /8 1`'IINUS. GRUHED .ROCK COMPACT TD -95!e NOTES COMPACTED SUBGRADE : 1. INSTALL EXPANSION JOINT WHERE CONCRETE PAVING MEETS OTHER VERTICAL SURFACES SUCH AS BUILDING, WALLS, STEPS, AND CURBS. 2. INSTALL EXPANSION JOINTS BETWEEN ALL NEW CONCRETE: SURFACES AND EXISTING CONCRETE SURFACES. CONCRETE FAVINC� T�rf=>E I NTS REVISIONS STATE OF WASHINGTON REGISTERED LANDS RC TECT R. LAMB CERTIFICATE NO, 519 CONCRETE PAVING SAWED GROOVE WIDTH 3/16" MIN. AND 5/16" MAX. FILL WITH JOINT SEALANT (TYP.) CONTROL JOINT NOT TO SCALE CONCRETE PAVEMENT 1/2" JOINT MATERIAL (TYP.) JOINT SEALANT 1/4" BELOW FG (TYP.) 12" *5 METAL DOWEL, 24" O.C. ONLY USE ON JOINTS BETWEEN NEW CONCRETE SLA S. EXPANSION JOINT NOT TO SCALE NOTES: SUBGRADE COMPACTED TO 95510 1. INSTALL EXPANSION JOINT WHERE CONCRETE PAVING MEETS OTHER VERTICAL SURFACES SUCH AS BUILDING, WALLS, STEPS, AND CURBS. 2. INSTALL EXPANSION JOINTS BETWEEN ALL NEW CONCRETE SURFACES AND EXISTING CONCRETE SURFACES. DATE: 9.07.05 SCALE: DESIGN BY: B W DRAWN BY: B w CHECKED BY: MRL FILE: CONCRETE PAVING T�'FE 11 Nts DETAILS OIL /GREASE ONE END 005 w� CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS LD1 I Z OF Z � SHEETS V CHAMFER CAST IN PLACE PEDESTAL ANCHOR. CONTRACTOR TO MEASURE L IGHTPOST BASE AND INSTALL ANCHOR BOLTS AS NEEDED. EXPANSION JOINTS d ° 4. ° a CONCRETE PAVING FINISH GRADE VARIES ° ° q . -RE d- ° �d ° d ° dd ° d - d a- TOP OF 6" CONCRETE CURB �a�e�I�� r ED ONCRETE 000 PSI MIN. vG� ©�1� ID STEEL ELECTRICAL JCI � 4DUIT �1 / \ \ 03 REBAR CIRCLE S" O.G. �\\ o p o °O 4 DEPTH 5/8 MINUS \ \ OOg � 1 -OII 0 0 CRUSHED ROCK BASE ° O O° �° \ \/ COURSE 9551° COMPACTED SUBGRADE / HEfRITAC�E LIGHTPOLE WITH CONC. 845E NTS 1 -1/2" DIA. DARK BRONZE ANODIZED ALUMINUM PIPE RAIL ANCHORED TO CONCRETE CURB (BOTH SIDES OF RAMP) BEND PIPE RAIL WITH SMOOTH TRANSITION AT SLOPE BREAKS. I r;pI -OII :Ij SLIP RESISTANT, MEDIUM BROOM FINISH, SEE CONCRETE DETAIL 4 SHEET LDi (o" CONCRETE CURB SEE DETAIL 2 SHEET LDI REFER TO GRADING FO PROPO EDT L OPER PLAN !- -- e.r_. -.. _ _.•.. Q d - d CONTRACTOR TO SUBMIT SHOP DRAWINGS APPROVAL PRIOR TO FABRICATION. fpor 64'z:;)-E VIEW LANDSCAPE ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 981 07 (206) 789 -2133 Fax (206) 789 -2186 1 -1/2" DIA. DARK BRONZE ANODIZED ALUMINUM PIPE RAIL ANCHORED TO CONCRETE CURB (BOTH SIDES OF RAMP) BEND PIPE RAIL WITH SMOOTH TRANSITION AT SLOPE BREAKS. - RICJ " ALL RAILING DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF PIPE- -22 KKJJ I 3' -O" 2' -51 11 II -h - - - -- REFER Cz TO RADING FROM TOP OF RAIL Y{ % PLAN SHEET G4 FOR TO FINISHED GRADE PROPOSED SLOPE F FINISHED GRADE a 4" CONCRETE PAVING _ °_ a DETAIL 4 SHET�I 6" CONCRETE CURB; 44 a _ SEE DETAIL 2 SHEE d LD1 �I VE_ -MRONT VIEW -O I 6" CONCRETE CURB SEE DETAIL 2 SHEET 4_CONCRETE PAVING '" _'- DETAIL-4 SHEET LD1 4" SQ. ANCHOR PLATE- ANGLE TO MATCH SLOPED RAMP. (4) 5/8" DIA. HOLES DRILLED IN EACH PLATE FOR FASTENING. SECURE HANDRAIL TO CONCRETE WITH (4) ANCHOR BOLTS WITH EXPANSION SHEILDS. CONCiRETE TRAMP WITH HANDfRAIL 1 u NTS 1 -�o �>J'- �o "�' -ro11 \ALL RAILING DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF PIPE. t mam -------------- - - - - -- -� - - -- I �,_� 1 II 3' -OII 6" CONCRETE CURB 11 1��� ---2 `� FROM TOP OF RAIL SEE DETAIL 2 SHEET i TO FINISHED GRADE LD1 , CONCRETE PAVING` �� - ��T �.f ' - -s :" � ! . - "• . vim` 'i - iae�4 DETAIL 4 SHEET LD1 d- - - - o- zf 4" SQ. ANCHOR PLATE. ANGLE TO MATCH SLOPED RAMP. (4) 5/8" DIA. HOLES DRILLED IN EACH PLATE FOR FASTENING. SECURE HANDRAIL TO CONCRETE WITH (4) ANCHOR BOLTS WITH EXPANSION SHEILDS. REVISIONS 1 —dd -_ Q ° STATE OF WASHINGTON REGISTERED LANDSC C ITECT L LAMB CERTIFICATE NO. 519 FINISHED GRADE DATE: 9.07.05 SCALE: DESIGN BY: DRAWN BY: CHECKED BY: 111111N5 F_ �>' -p11 RAMP LANDING LAND fvG II k- (--7 cc 12' -011 LANDING 116 I - O" r51-011 - O I' BIDE VIEW DETAILS RAIL r',D05° _ _ _ CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 ID SUBMITTAL JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS LD2 13 OF Z Lp SHEETS O N 1 -1/2" DIA. GALV. STEEL POST SUPPORT POST 3" 1/2" R. ALL EDGES FINISHED GRAD _ CONC. PAVERS 4" DEPTH 5/8" MINUS a {, BASE COURSE \ COMPACTED TO 95io i �b 6" HIGH GONG. CURB_ COMPACTED SUBGRADE SECTION VIEW 36 NI O s r- ADDITIVE ALTERNATE 02: SUBSTITUTE DARK BRONZE ANODIZED ALUMINUM E SURFACE MOUNT TO CURB 12" -- 1 -1/2" DIA GALV. STEEL TOPRAILS MIN LOCATIONS O-' -2" WIDE STAIRWAY DATE: 9.07.05 4 EQUAL RISERS AT 6" LD3 OF � SHEETS TREAD AT 12" O11' -3" WIDE STAIRWAY DESIGN BY. BIN 2 EQUAL RISERS AT rv" DRAWN BY: BW TREAD AT 12" O4' -0" WIDE STAIRWAY REVISIONS 5 EQUAL RISERS AT K!" ° - CONCRETE STEPS W/ 1/2" RADIUS NOSING d k o _ ° � d ° AS NOTED n. d -4 ° - - - -' - VARIES ° d FINISHED GRADE a ° FRONT VIEW C III4 ° °-- -t Q W 4 d° d ° d° a 4" DEPTH 5/8" MINUS COMPACTED BASE COURSE SUBGRADE COMPACTED TO S5io 64' n END WINGS PLAN VIEW �o 11 CONCRETE CURB 5EE DETAIL 2, 51 4EET LDl j \f /\ ' - a — - a -- d d- a d Q a d f /f•'� /��o &oaoo8o�oaoo °Oo�3p ono o ° o��o�aoao o &oa0000 &oaoo °8o�oaoo ,',, ,'. o eo0� °p f \ Vff / j'�/ , �� /: . / y� /�f, y� END WING f f METAL RAILING NTS SHOP DRAWING6 MUST BE SUBMITTED AND APPROVED PRIOR TO FABRICATION GONG. PAVERS FLUSH GONG. BAND mp n EXISTING CONCRETE STAIRS DOWL NEW STAIRS TO EXISTING CONCRETE STAIRS #4 REBAR 24" O.C. 04 REBAR, 24" OC MIN 3" CLEARANCE 04 REBAR HORIZONTAL AT NOSE, TI-P, / °/m \/ % , STAIRWAY LEGEND SEE SITE LAYOUT PLANS FOR LOCATIONS O-' -2" WIDE STAIRWAY DATE: 9.07.05 4 EQUAL RISERS AT 6" LD3 OF � SHEETS TREAD AT 12" O11' -3" WIDE STAIRWAY DESIGN BY. BIN 2 EQUAL RISERS AT rv" DRAWN BY: BW TREAD AT 12" O4' -0" WIDE STAIRWAY REVISIONS 5 EQUAL RISERS AT K!" ° - CONCRETE STEPS W/ 1/2" RADIUS NOSING d k o _ ° � d ° AS NOTED n. d -4 ° - - - -' - - - d VARIES ° d FINISHED GRADE a ° FRONT VIEW C III4 ° °-- -t Q W 4 d° d ° d° a 4" DEPTH 5/8" MINUS COMPACTED BASE COURSE SUBGRADE COMPACTED TO S5io 64' n END WINGS PLAN VIEW �o 11 CONCRETE CURB 5EE DETAIL 2, 51 4EET LDl j \f /\ ' - a — - a -- d d- a d Q a d f /f•'� /��o &oaoo8o�oaoo °Oo�3p ono o ° o��o�aoao o &oa0000 &oaoo °8o�oaoo ,',, ,'. o eo0� °p f \ Vff / j'�/ , �� /: . / y� /�f, y� END WING f f METAL RAILING NTS SHOP DRAWING6 MUST BE SUBMITTED AND APPROVED PRIOR TO FABRICATION GONG. PAVERS FLUSH GONG. BAND mp n EXISTING CONCRETE STAIRS DOWL NEW STAIRS TO EXISTING CONCRETE STAIRS #4 REBAR 24" O.C. 04 REBAR, 24" OC MIN 3" CLEARANCE 04 REBAR HORIZONTAL AT NOSE, TI-P, / °/m \/ % , STAIRWAY LEGEND SEE SITE LAYOUT PLANS FOR LOCATIONS O-' -2" WIDE STAIRWAY DATE: 9.07.05 4 EQUAL RISERS AT 6" LD3 OF � SHEETS TREAD AT 12" O11' -3" WIDE STAIRWAY DESIGN BY. BIN 2 EQUAL RISERS AT rv" DRAWN BY: BW TREAD AT 12" O4' -0" WIDE STAIRWAY REVISIONS 5 EQUAL RISERS AT K!" TREAD AT 12" RISERS TO BE EQUAL HEIGHT AND AS REQUIRED TO MEET GRADES VARIES 6" ro" SON, y � y T"' UJIVIH YAK1 =5 0t1= r-LAIN ro" DATE: 9.07.05 RAILING DETAIL JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS LD3 OF � SHEETS HANDRAILS, CENTER DESIGN BY. BIN DRAWN BY: BW CHECIOD BY: MRL ON CONCRETE CURBS REVISIONS CONCRETE STEPS W/ 1/2" RADIUS NOSING k o _ AS NOTED n. °°po °OOp°° °0 0 °° o° 010000. ° °o °S° OO 0 o O o °o O° O0 ° ° ° p p O° ° O C O °° o ° >" CONCRETE CURB >EE DETAIL 2, SHEET LDI CONCRETE PAVING TYPE I SEE DETAIL 4, SHEET LDI (3) HORIZONTAL , SCORE LINES 1/2 RADIUS N,OS, / � \ \j \\ 0 12 x 1 1/2" DIA. DARK BRONZE ANODIZED ALUMINUM d PIPE HANDRAIL (BOTH SIDES) a 111 MEDIUM BROOM FINISH 1211 EXPANSION JOINT \ RS I I \ 8" \ 3411 + 4" SQ. ANCHOR PLATE. (4) 5/5" DIA. HOLES CONCRETE PAVING DRILLED IN EACH PLATE FOR FASTENING. SECURE HANDRAIL TO CONCRETE WITH (4) - Qd ANCHOR BOLTS WITH EXPANSION SHEILDS. a „ 1 '/2" DIA. DARK BRONZE ANODIZED ALUMINUM PIPE HANDRAIL (BOTH SIDES) a_ 12 d 6" CONCRETE CURB CONCRETE SEE DETAIL 2, SHEET LD1 PAVING TYPE I d o TYP� d a SEE DETAIL 4, d ° - - SHEET LDI d 04 REBAR 24" O.G. '04 REBAR, 24" OC MIN 3" CLEARANCE 04 REBAR HORIZONTAL AT NOSE, TI-P. 3i II + 12' d ° d CURB WALL °000° �° d Q 0 \\ ° a -10 °O °o °O °O C °o o Oo0oC9 OO 0pCO0O 000 °C)°°0a 00, 0, C0 o0 �d c°00 C O G ' C 0 0 00Ooo00 �j0o0 c0 o 0 \ / C �j; 00 00 c) ° EXPANSION JOINT \ 4 DEPTH 5/8 MINUS CRUSHED ROCK BASE COURSE COMPACTED TO 95510 COMPACTED SUBGRADE (��2 CONC!T ST 4I ! M. TYP- „ 12 I 4" SQ. ANCHOR PLATE. (4) �4ND I- 1,4ND�41L NTS I� 5/8" DIA. HOLES DRILLED IN EACH PLATE FOR FASTENING. SECURE HANDRAIL TO - I CONCRETE WITH (4) ANCHOR BOLTS WITH EXPANSION � ° SHEILDS. do d 77po o o po °C00 00° 000 00 ° - -v - O� °- O o0 p o Co 0 op" o O °O ° CD ; j \� o° 0 0 0 00 CONCRETE PAVING TYPE I SEE DETAIL 4, SHEET LDI 4" DEPTH 5/8" MINUS CRUSHED ROCK BASE COURSE COMPACTED TO lb q COMPACTED SUBGRADE WE&TSIDE CONCRETE 5TAIR6 AND �44ND RA I L NTS SHOP DRAWINGS MUST BE _f'D0c -.- ' " CALL TWO DAYS BEFORE YOU DIG A snn wnw rrrr SUBMITTED AND APPROVED PRIOR TO FABRICATION BID SUBMITTAL LANDSCAPE ARCHITECTS ♦ SB & ASSOCIATES, INC. . 1148 NW LEARY WAY S E A T T L E , WA 9 8 1 0 7 (206) 789 -2133 Fax(206)789 -2186 SON, y � y T"' �� ��, STATE of U ✓ INGTON \/ �i TEE �� �� LAN SCAPE C IT E R. LAMB CERTIFICATE NO. 519 DATE: 9.07.05 RAILING DETAIL JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS LD3 OF � SHEETS SCALE: DESIGN BY. BIN DRAWN BY: BW CHECIOD BY: MRL FILE: REVISIONS 'RII" TRASH RECEPTACLE SEE SPECIFICATIONS (2) TOTAL GONG. PAD EXTENDS TO CONC. CURB. II I I CONCRETE PADS FOR m 2 6 FT. CURVED BENCHES, � a a UNIT PAVERS n N TRASH RECEPTACLE SEE SPECIFICATIONS (2) TOTAL. �w Tw RADIAL 420 Ate RADIAL CONSTRUCTI N JOINTS a EXPANSION JOINTS TO MATCH RADIAL E ANSION AT 60 DEGREES JOINTS —_T 48" DIA. EXPANSION JOINT MEM01RIAL PLAZA DETAIL 0 NTS N EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM 1211 SCREEN PRINTED EACH STALL OR SPACE CONSISTING OF A PROFILE BOTTOM OF 516N VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON 36" ABOVE FINISH CaRADE DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 21�o SQUARE INCHES IN AREA 0 RESERVED PARKING STATE DISABLED PART PERMIT REQUIRED 0 NTS AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED 2 BLUE LETTERS ON THE WALL OR POSTED AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 WHITE BACKGROUND INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. `BLUE BACKGROUND WITH WHITE SYMBOL co 9/16" WHITE LETTERS CzALV. POST SECURELY EMBEDDED IN CONCRETE WHEEL STOP AlD)A PARKING SIGN VAN" ACCESSIBLE ATTACH TO GALV" POST BELOW HC PARKING SIGN 2" BLUE LETTERS WHITE BACKGROUND FLAGPOLE PLAZA LA TOUT NTS FLAGPOLE IN SHALL INGLUI AND OPTION; SPECIFIATION FLASH COLD REFER TO DE SHEET LD4 Fc EXPANSION J CONSTRUCT I C LAYOUT. 04 REBAR HC (4) 04 REBAF EQUAL SPACI GROUND SLEI BASE PLATE FLAG NTS POLE INSTALL FLAGPOLE AND FOOTING PRIOR TO CONCRETE PAVING, UFACTURER'S NDATIONS FOR CONCRETE INSTALLATION INCLUDING GROUND SLEEVE AND BASE PLATE. -,D05 CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE ARCHITECTS . ♦ . . SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 9 8 10 7 (206) 789 -2133 Fax (206) 789 -2186 � „� 4�J � � � , � ' + - STATE OF WASHINGTON dd � � � L CAPE A ECT � � MICHAEL R. LAMB CERTIFICATE NO. 519 DATE. 9.07.05 DETAILS JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS LD4 OF �� SHEETS 5C�: DESIGN BY: Bw DRAWN BY: BIN CHECKED BY: MRL FU: REVISIONS 6 FT. METAL BENCH SEE SPECIFICATIONS FOR MODEL AND COLOR. BENCH TO BE INSTALLED LEVEL. 6'I DEPTH 5/8" MINU5--/ CRUSHED ROCK BASE COURSE COMPACTED TO 95 io EXPANSION JOINT — BETWEEN GONG. PADS 12" MIN. BETWEEN 5ENCHE5 CONTRACTOR TO FURNISH AND INSTALL STANDARD BENCHES. CONC. PAD WIDTH VARIES 6' -611 MIN. FOR EACN 5ENC�4 5EE FLAGPOLE PLAZA LAYOUT PLAN, DETAIL 21 SHEET LD4 FOR LOCATIONS FRONT VIEW � CONCRETE PADS FOF STANDARD BENCHES 1/4 "R. ALL EXPOSED EDGES D � � d A NTS CONCRETE PADS FOR CURVED BENCHES ARE TO BE INSTALLED LEVEL. CONCRETE f=>AD5 FOR (o FT. CURVED 5ENCHE5 6' -611 MIN. FOR EACN BENCH 5EE MEMORIAL PLAZA LAYOUT PLAN, DETAIL 1, 5kEET LD4 AND FLAG PLAZA PLAN, DETAIL 2 614EET LD4 FOR LOCATION5 MEDIUM BROOM FINISH \ \ / /CRUDSHED ROCK BASE COMPACTED TO/ \ \ / \\ \ \ //\ \\ \COURSE \ \i \V NTS d- a __ _ __ d-_ _ __ __ _ - �O o °QOdo °00 p°p &�F% °00 p &ado °QO G ARM DRAINAGE GI-IANNEL TO/ ATCH LOUDEST POINT OF AVERS. ' CONTRACTOR TO FURNISH AND INSTALL CURVED BENCHES. rA 5" DEPTH CONC, PAD. REINFORCE WITH 05 REBAR AT 15" OC. BOTH WAYS, 2" CLEAR ALL SIDES. FOR PADS LONGER THAN 12' INSTALL EXPANSION JOINTS BETWEEN BENCHES d 7a a � Q d O o °DO C:> 00 °QO CDC, /'K \ ED`5UBCsRADE' / 1 /4 "R ALL EXPOSED EDGES FINISHED GRADE 8" DEPTH CONC.—*� \ \ \ \, / 6P DEPTH 5/S" MINUS\ CRUSHED ROCK BASE COURSE COMPACTED TO 95% 1 /4 "R. ALL EXPOSED EDGES FINISHED GRADE 6 FT. METAL BENCH u ti d a d ao °oo p &oao °oo °oa odd °p00 2411 SIDE VIEW 8" DEPTH CONC.' PAD. 6" DEPTH 5/8" MINUS—/ CRUSHED ROCK BASE COURSE COMPACTED TO g5% ATTACH BENCH TO CONC. SLAB WITH ANCHOR BOLTS AND PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EXPANSION JOINT CONC. PAVERS SEE DETAIL 1 SHEET LDI FLUSH GONG. BAND SEE DETAIL 1 SHEET LDI 6 FT. METAL BENCH d 4 �d� °VO p &Oao °8 2411 SIDE VIEW ATTACH BENCH TO CONC. SLAB WITH ANCHOR BOLTS AND PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EXPANSION JOINT CONC. PAVERS SEE DETAIL I SHEET LDI FLUSH CONC. BAND SEE DETAIL 2 SHEET LDI -10 0,5 - CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE° . ♦ � SB & ASSOCIATES, INC. 1148 NW LEARY WAY S E A T T L E , WA 9 8 1 0 %.. (206 )789.2133 Fax(206)789_2186 STATE OF WASHINGTON LANDS TECT MIC EL R. LAMB CERTIFICATE NO. 519 - d LD5 ((Q OF SHEETS � •- a DRAWN BY: BW CHECKED BY: MRL FUM REVISIONS d O CONCRETE f=>AD5 FOR (o FT. CURVED 5ENCHE5 6' -611 MIN. FOR EACN BENCH 5EE MEMORIAL PLAZA LAYOUT PLAN, DETAIL 1, 5kEET LD4 AND FLAG PLAZA PLAN, DETAIL 2 614EET LD4 FOR LOCATION5 MEDIUM BROOM FINISH \ \ / /CRUDSHED ROCK BASE COMPACTED TO/ \ \ / \\ \ \ //\ \\ \COURSE \ \i \V NTS d- a __ _ __ d-_ _ __ __ _ - �O o °QOdo °00 p°p &�F% °00 p &ado °QO G ARM DRAINAGE GI-IANNEL TO/ ATCH LOUDEST POINT OF AVERS. ' CONTRACTOR TO FURNISH AND INSTALL CURVED BENCHES. rA 5" DEPTH CONC, PAD. REINFORCE WITH 05 REBAR AT 15" OC. BOTH WAYS, 2" CLEAR ALL SIDES. FOR PADS LONGER THAN 12' INSTALL EXPANSION JOINTS BETWEEN BENCHES d 7a a � Q d O o °DO C:> 00 °QO CDC, /'K \ ED`5UBCsRADE' / 1 /4 "R ALL EXPOSED EDGES FINISHED GRADE 8" DEPTH CONC.—*� \ \ \ \, / 6P DEPTH 5/S" MINUS\ CRUSHED ROCK BASE COURSE COMPACTED TO 95% 1 /4 "R. ALL EXPOSED EDGES FINISHED GRADE 6 FT. METAL BENCH u ti d a d ao °oo p &oao °oo °oa odd °p00 2411 SIDE VIEW 8" DEPTH CONC.' PAD. 6" DEPTH 5/8" MINUS—/ CRUSHED ROCK BASE COURSE COMPACTED TO g5% ATTACH BENCH TO CONC. SLAB WITH ANCHOR BOLTS AND PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EXPANSION JOINT CONC. PAVERS SEE DETAIL 1 SHEET LDI FLUSH GONG. BAND SEE DETAIL 1 SHEET LDI 6 FT. METAL BENCH d 4 �d� °VO p &Oao °8 2411 SIDE VIEW ATTACH BENCH TO CONC. SLAB WITH ANCHOR BOLTS AND PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EXPANSION JOINT CONC. PAVERS SEE DETAIL I SHEET LDI FLUSH CONC. BAND SEE DETAIL 2 SHEET LDI -10 0,5 - CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE° . ♦ � SB & ASSOCIATES, INC. 1148 NW LEARY WAY S E A T T L E , WA 9 8 1 0 %.. (206 )789.2133 Fax(206)789_2186 STATE OF WASHINGTON LANDS TECT MIC EL R. LAMB CERTIFICATE NO. 519 DATE: 9.07.0 5 DETAILS JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS LD5 ((Q OF SHEETS � SCALE: DESIGN BY: B W DRAWN BY: BW CHECKED BY: MRL FUM REVISIONS 4 MBTALL 3/ 5 -1/2" ALIT EMNO, A THREE SID "PERMALO CLEAWN APPROVEI EGIUAL. M PER MAMFACTI REC0m1EP (8) LOCATI B0 * EUROPEAN BEECH TREE TO BE HAND SELECTED BY OWNER'S REPRESENTATIVE PRIOR TO DELIVERY. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE 2 WEEKS PRIOR TO SELECTION WITH NURSERY /SUPPLIER LOCATION. NURSERY /SUPPLIER MUST HAVE A MINIMUM OF (B) TREES AVAILABLE THAT MEET OR EXCEED THE SPECIFIED SIZE. LANDSCAPE ARCHITECTS SB & ASSOCIATES, INC. 1148 NW LEARY WAY SEATTLE, WA 98107 (206) 789 -2133 Fax (206) 789 -2186 REVISIONS O FLANT SCHEDULE BOTANICAL NAME / COMMON NAME (965 FAGUS SYLVATICA / EUROPEAN BI =ECH* KOUSA 'SATOMI' / SATOMI PINK FLOWERING DOGWOOD ALTERNIFOLIA / PAGODA DOGWOOD ACER TRUNCATUM X A. / PACIFIC SUNSET MAPLE PLATANOIDES 'WARRENDRED' OCUPRE55U8 SEMPERVIRENS 'STRICTA' / ITALIAN CYPRESS ® BERBERIS THUNBERGII 'CRIMSON PYGMY'/ CRIMSON PYGMY BARBERRY pf POTENTILLA FRUTICOSA 'RED AGE'/ RED ACE BUSH CINQEUFOIL @ CISTUS 6ALVIIFOLIU5 / SAGE LEAF ROCKROSE 0 HYDRANGEA MACROPHYLLA 'PIA' / PINK ELF FRENCH HYDRANGEA ® VIBURNUM DAVIDII / DAVID'S VIBURNUM Q PINUB MUGO VAR. PUMILLIO / PUMILLIO DWARF MUGO PINE O ESGALLONIA LANGLEYENSIS 'DONARD GEM'/ DONARD ESCALLONIA ® EUONYMUS JAPONIGUS 'MICROPHYLLUS' / 50XLEAF EUONYMUS O RHODODENDRON IMPEDITUM / DWARF PURPLE RHODODENDRON O HERE BUXIFOLIA / 50XLEAF HERE 0 SPIREA 'MAGIC CARPET'/ MAGIC CARPET SPIREA LONICERA PILEATA '/ PRIVET HONEYSUCKLE O TAXUS X MEDIA 'HENRYI' / DWARF JAPANESE YEW Q CISTUS X CORBARIENSIS / WHITE ROGKROSE Q 08MANTHUS DELAVAYI / DELVAY'S OSMANTHUS Q EUONYMUS ALATA 'COMPACTA' / DWARF BURNING BUSH O MAHONIA AQUIFOLIUM 'GOMPAGTA' / COMPACT OREGON GRAPE O VIBURNUM TINUS 'SPRING BOUQUET' / SPRING BOUQUET LAURUSTINUS O ARBUTUS UNEDO 'GOMPACTA' / COMPACT STRAWBERRY TREE O ROSA RUGOSA 'MAGNIFICA' / MAGNIFICA RUGOSA ROSE EVERGREEN FERENNIALS © LAVANDULA ANGUSTIFOLIA / ENGLISH LAVENDER CULTIVARS ® LAVANDULA STOECHAS / SPANISH LAVENDER CULTIVARS R05MARINUS OFFICINALIS 'PROSTRATUS' / TRAILING ROSEMARY o EUPHOR51A AMYGDALOIDES 'RUBRA' / RED WOOD SPRUGE ® SANTOLINA GHAMAECYPARISSUS / LAVENDER COTTON ss SENECIO 'SUNSHINE' / NCN ORNAMENTAL GRASSES (D MISCANTHUS SINEN615 'GRACILLIMUS' / MAIDEN GRASS p HELICTOTRICHON SEMPERVIRENS 'SAPHIRSPRUDEL' / SAPHIRE BLUE OAT GRASS O PENN15ETUM ALOPECUROIDES 'HAMELN' / DWARF FOUNTAIN GRASS GROUNDGOVERS SIZE QTY SPACINGMOTi =S 3" CAL, 16' -18' HT. 1 545, SYMMETRICAL 2" CAL, 12' HT. 1 545, SYMMETRICAL I' -8' HT. 21 545, MULTI -TRUNK 2" CAL, 10' HT. 10 545, SYMMETRICAL 9' -10' HT. 1 545, SYMMETRICAL 36" O.G. FULL AND BUSHY 15" -18" HT. 91 12" -15" SPR. 31 48" O.C. FULL AND BUSHY 12" -15" SPR, 29 60" O.G. FULL AND BUSHY 15" -18" SPR. 63 30" O.G. FULL AND BUSHY 12" -15" HT 146 36" O.G. FULL AND BUSHY 12" -15" SPR. 128 36" O.C. FULL AND BUSHY 18" -24" HT. 79 36" O.G. FULL AND BUSHY 12" -15" HT. 130 24" O.C. FULL AND BUSHY 12 " -15" SPR. 15 24" O.C. FULL AND BUSHY 12" -15" SPR. 5-1 36" O.G. FULL AND BUSHY 12 " -15" SPR. 53 36" O.G. FULL AND BUSHY 15" -24" HT, 45 36" O.G. FULL AND BUSHY 30" -36" 13 6' O.C. FULL AND BUSHY I5" -24" SPR, 23 6' O.G. FULL AND BUSHY 30 " -36" HT. 31 48" O.G. FULL AND BUSHY 30" -36" HT. 15 45" O.C. FULL AND BUSHY 15 "-24" HT 17 36" O.C. FULL AND BUSHY 30" -36" HT, 48 45" O.C. FULL AND BUSHY 30" -36" HT. 23 45" O.G. FULL AND BUSHY 15 11-24" HT. 43 45" O.C. FULL AND BUSHY 36" O.G. FULL AND BUSHY 12" -15" HT. 26 12 " -15" HT, 47 24" O.G. FULL AND BUSHY 12" -15" SPR. 54 36" O.C. FULL AND BUSHY 6" -9" HT. 12 24" O.C. FULL AND BUSHY 12 " -15" HT. 41 36" O.C. FULL AND BUSHY 15 " -18" SPR. 8 45" O.C. FULL AND BUSHY 36" O.G. FULL AND BUSHY I GAL. 16 1 GAL. 74 36" O.C. FULL AND BUSHY I GAL. 116 24" O.C. FULL AND BUSHY RUBUS CAL I CINOIDES EMERALD CARPET'/ BRAMBLE 9 " -12" SPR. 3 RUNNERS MIN. 4" POT FRAGERIA CHILOEN-515 / BEACH STRAWBERRY 9 " -12" SPR, 3 RUNNERS MIN. 4" POT ® CEANOTHUS GLORIOSUS / PT. REYES GEANOTHUS 15 " -18" SPR. i GAL. oo< MAHONIA NERVOSA / CASCADE MAHONIA 12 " -15" HT 1 GAL LAWN SOD \ BARK MULCH ONLY (S" DEPTH TOPSOIL, 3" DEPTH BARK MULCH) O 20' 40' 60' Emmomm STATE OF WASHINGTON TEREO LAN CAPE R ITECT 44L�AMB CERTIFICATE NO. 519 DATE: 9.07.05 SCALE: I"= 20' DESIGN BY: BW DRAWN BY: MJH CHECKED BY: MRL FD.E: PLANTING PLAN 309 15" O.G., FULL AND BUSHY 557 12" O.G., FULL AND BUSHY 95 36" O.G., FULL AND BUSHY S4 24" O.G., FULL AND BUSHY CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS P1 17 OF Z(J SHEETS p� D 0 2/3 HT. 81 -011 P 3" BARK MULCH CONTINUOUS THE PLANTING AREA roll MIN_ 1' -roll MIN NOTE: DO NOT PLANT IN WET CONDITIONS aa/n A�E DRAINAGE FROM EACH PLANTING IECESSAR`r I LOCK RUBBER TREE TIE ROOT CROWN AT TOP OF MOUND 611 ABOVE SURROUND ING GRADE 2" DIAMETER LODGEPOLE PINE TREE STAKES ,MENDED TOPSOIL •ONTINUOUS THROUGH 'LANTING BEDS. :XISTING SUBGRADE T�'FICAL DECIDUOU& TFEE FLANTING DETAIL NOT TO SCALE a =Ai- . 11,.i1--,COVER �)R TO PLANTING SUBGRADE .,011 SEE NOTE 'rl. GFZOUNDCOVER FLANTING DETAIL NOT TO SCALE NOTE., DO NOT PLANT IN WET CONDITIONS PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY CUT AND REMOVE BURLAP 611 MIN. EXISTING SUBGRADE 3" BARK MULGH GONTINUOUS THROUGH ALL PLANTING AREAS FINISHED AMENDED TOPSOIL CONTINUOUS THROUGH PLANTING BEDS. 5�4i;�U5 FL,ANTING DETAIL NOT TO SCALE NOTE. ALL GROUNDCOVER /SHRUB SPACING SHALL BE EQUIDISTANT UNLESS OTHERWISE SPECIFIED DISTANCE ON CENTER AS SPECIFIED START FIRST ROW OF PLANTING AT 1/2 THE PERPENDICULAR SPACING BETWEEN ROWS Q EDGE OF PLANTING AREA �TF,IANG;ULAF, FLANT 5FACING NOT TO SCALE TRIPWI PLANTING NOTES I. INSTALL ALL PLANT MATERIAL USING PLANTING METHODS DESCRIBED IN DETAILS, 2. PLANT MATERIAL MUST BE APPROVED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. 3. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MINIMUM REQUIREMENTS. 4. LAYOUT OF ALL NEW PLANT MATERIAL AND TRANSPLANTED PLANTINGS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CONTRACTOR TO MODIFY EXISTING IRRIGATION SYSTEM AND BE FULLY OPERATIONAL PRIOR TO PLANTING. THOROUGHLY WATER ALL PLANTED AREAS IMMEDIATELY AFTER PLANTING. 6. COVER ALL NEW TREE, SHRUB, AND GROUNDCOVER AREAS WITH THREE (3) INCHES MINIMUM MULCH. -1. PLACE 4" TOPSOIL ON ALL NEW PLANTING AREAS AND INCORPORATE TO A DEPTH OF all. h0 W' CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE` ARCHITECTS . . ♦ 11 ASSOCIATES, INC. 1 1 4 8 8 NW L E A R Y WAY S E A T T L E , WA 9 8 1 0 7►_ (206) 789 -2133 Fax (206) 789 -2186 $ � a STATE °E U WASHINGTON REGISTERED LANDSCAPE ITECT CERTIFICATE NO. N519 DATE: 9 PLANTING DETAILS JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS �2 Q I (] OF ZCP SHEETS S° NO SCCALAL E DESIGN BY: BW DRAWN BY: MJH D BY: MRL �° REVISIONS i 2" LAT 1'1/4" LA IN 6" S 3/4" LA IN 2" 51. 314 ° A IN 2 S 1 IN 1 36.50' MSw �s NOW '11w I I� I� �n I� I: 1; 2" MAINLINE, IN 4" SLEEVE ac 3114" LATERAL; IN 2" SLEEVE VIII m /4 aA - - iy411 y I° ,111411 ill 3j4" y 11114"1 11114n y V V 3114" u 3/4" LATERA X111 m IN 2" y SLEEVEL \ y M1 I � 1'1/4" LATERAL, IN 3" SLEEVE HUNTER WIND -CLIK SENSOR 2" MAINLINE, IN 4" SLEEVE OH 3H 2VAINLINE,� 1'1/4" LATERA IN 8" SLEE _ 2" MAINLINE, IN o g 4" SLEEVE W D-4 I IRR CATION (CONTROLLER FW I i 4" SLEEVE a� 4" SLEEVE INSTALLED D AT 24" DEPTH FOR Hand ral FUTURE USE_ d Hand rail 1I 2" MAI 11114: Q Reta:iri -irSg; I I LATE 1 8" a SL 0.I QI LL - - I 1111411 0 2" LATERAL, 2" p,4,1 UA MAINLINE IN S" I I SLEEVE I Q I 2" I INL INE Q < aG ` CHECK I 2 Il MAINLINE IN o I ,yl VALVE 4 SLEEVE }tn n -2 -2- 231 AINLIM 3/411 211 1" 511411 W I 1114n o y I I I 1114" LATE L, - - - - 14" 2" MAINLINE IN 31411 8" SLEE E I y I 314 " L TERAL, 2" MI+IINLINE INI DEPTH FOR I 6" SLEEVE FUTURE USE. - - - - - -- �y� T 2" 1'' AINLINE IN .I -14 j 11 'LEEVE 1 LATERAL IN I 2" SLEEVE M y i II NEIIJ 2" WATEIRI LINE ISTING IRRIGATIOI METER NOTE: CONTRACTOR SHALL DETERMINE IF EXISTING WATER METER AND SERVICE CONNECTION NEEDS TO BE REPLACED PRIOR TO INSTALLING NEW IRRIGATION SYSTEM. d Yu IRRIGATION LEGEND IRRIGATION NOTES SYMBOL DESCRIPTION GPM PSI RADIUS NOTES 1. PLANS ARE DIAGRAMMATIC. CONFIRM MAINLINE ALIGNMENT AND VALVE LOCATIONS WITH THE OWNER'S 5 -F TORO MPR PLUS 039 30 5' REPRESENTATIVE PRIOR TO CONSTRUCTION. ADJUST HEADS TO RESTRICT OVERSPRAY ONTO NON - PLANTING AREAS. Ls 0 5 -H TORO MPR PLUS O.2 30 5' MAINLINE AND LATERAL PIPING IS SHOWN IN PAVED AREAS 5 -Q TORO MPR PLUS O.I 30 5' FOR CLARITY ONLY. INSTALL IN LANDSCAPE/PLANTING 5 -F TORO MPR PLUS 1.0 30 5. AREA. 5 -H TORO MPR PLUS 0.5 30 S' 2, VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES u' 5 -T TORO MPR PLUS 0.35 30 V AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNER'S u S -Q TORO MPR PLUS 0.25 30 a' ALL OF NOZZLES REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN uy s -Q TORO 510 VARIABLE ARC, 1.0 30 g' INSTALLED WITH 5-IOZ EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR PRX SPRINKLER BODY TO CONSTRUCTION. ® 10 -F TORO MPR PLUS 1.51 30 10' SEE DETAIL 1 4 2 ON SHEET IR 2 7D 10 -TQ TORO MPR PLUS Loci 30 10' 3. ALL WIRES AND PIPES UNDER PAVED AND SIDEWALK 5AIIN IRRIGATION. . FOR AREAS SHALL BE INSTALLED IN SLEEVES. m 10 -H TORO MPR PLUS p.15 30 10' LAWN IRRIGATION. '3 10 -Q TORO MPR PLUS 037 30 10' 5- IOZ- 12P- PRX -COM FOR 4 NO ROCKS WOOD, OR OTHER EXTRANEOUS MATERIALS ya 10 -0 TORO 570 VARIABLE ARC 1.2 30 10' SHRUB IRRIGATION. SHALL BE USED IN BACKFILLING OF TRENCHES. @0 12 -F TORO MPR PLUS 2.2 30 12' 12 -H TORO MPR PLUS 1.09 30 12' S. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO 12 -Q TORO MPR PLUS 0.53 30 12' INSTALLATION OF SPRINKLER HEADS AND DRIP TUBING. �y 12 -H TORO 510 VARIABLE ARC 1.65 30 12' 12 -Q TORO MPR PLUS 0. 6 99 30 12' . ALL ELECTRICAL VALVE WIRING SHALL BE IRRIGATION �+ 15 -F TORO MPR PLUS 3.3 30 15' CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL J 15 -TQ TORO MPR PLUS 2.5 30 15' WIRES SHALL BE A DIFFERENT COLOR THAN THE GROUND WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES_ 15 -H TORO MPR PLUS 1.65 30 15' ALL WIRE SIZE IS *14 UNLESS OTHERWISE SPECIFIED_ ► 15 -Q TORO MPR PLUS 0.6I 30 15' Ahy 15 -H TORO 510 VARIABLE ARG 2.22 30 15' 7. EACH VALVE SHALL BE CONNECTED TO A SEPARATE or 15 -Q TORO 510 VARIABLE ARC 1.34 30 16' CONTROL WIRE. O 4 -E5T TORO MPR PLUS 1.34 30 4X15' 10 4 -58T TORO MPR PLUS 1.34 30 4X30' S_ ABANDON EXISTING IRRIGATION IN PLACE. NETAFIM TLCV9 -12XX INSTALL DRIPLINES 12" O.G. 9. SET VALVE PRESSURE ON SPRAY CIRCUITS TO 45 PSI SEE DETAIL 2 -6 ON SHEET IR 3 PER MANUFACTURE'S AND DRIP CIRCUITS TO 30 PSI. NOTE) RECOMMENDATION 1) FOR ALL DRIP LINES, INSTALL NETAFIM 6" SOIL STAPLE, TL56 PER MANUFACTURE'S RECOMMENDATION. INSTALL DRIP LINES ABOVE SUBGRADE AND BENEATH MULCH. COMPONENT LEGEND NOTES ❑ EXISTING WATER METER CONTRACTOR TO TEST WATER METER PRESSURE, NOTIFY OWNER'S REPRESENTATIVE OF WATER PRESSURE. TORO CUSTOM COMMAND SERIES SEE SPEC. CONTRACTOR TO PROVIDE UNIVERSAL HAND -HELD © 36 STATION CONTROLLER TRANSMITTER SEE DETAIL 1 ON SHEET IR 3 DOUBLE CHECK VALVE ASSEMBLY SEE SPEC_ SEE DETAIL 6 ON SHEET IR 2 DISC FILTER AND MASTER VALVE + HUNTER WIND CLIK SENSOR O AUTO CONTROL VALVE SEE SPEC. SEE VALVE SCHEDULE TORO P- 220 -2'1- 5ERIE5 SEE DETAIL 5 ON SHEET IR 2 INLINE CHECK VALVE. SEE SPEC. QUICK COUPLER VALVE SEE SPEC_ SEE DETAIL 3 ON SHEET IR 2 - - - 2" MAIN LINE, SCHEDULE 40 SEE DETAIL 4 ON IR 2 LATERAL PIPING, CLASS 200 SEE DETAIL 4 ON IR 2 AS SHOWN _ _ _ _ _ _ _ _ - SLEEVING, SCHEDULE SO PVC SIZE AS NOTED W WIRE SLEEVING, 2" SCHEDULE 40 PVC VALVE CHART VALVE NO. MV 1 2 3 4 5 6 1 B 9 10 II 12 13 14 15 16 11 113 GPM N/A 1 6 Il 31 8 15 35 25 11 1 1 12 36 ' 24 21 20 1 36 I 13" VALVE SIZE 1 1/2 1 1 11/2 1 I 1 1/2 1 1 I I I 11/211 1 1 1/2 ill III 1 1/2 1 EST. PR. /HR X 0.96 1.4 1.4 1.4 1.4 1.5 1.4 1.4 0.96 0.96 1.4 i.g 1.3 F13 1.4 1.4 1.3 1.4 r url 1. rvrc 1�r�1r ircrcicsAiivlN 575rEM 15 APPROXIMATE. REFER TO SHEET IR 2 AND IR 3 FOR IRRIGATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE DATE: .7.0.05 IRRIGATION PLAN ARCHITECTS STATE SG` (�� WASHINGTON 1"=W-0" N IR1 REGISTERED . ♦ LANDSCAPE TECT DESIGN BY: B W SB & ASSOCIATES, INC. 4% Q 1148 NW LEAKY WAY AMB DRAWN BY. BW JEFFERSON COUNTY COURTHOUSE S E A T T L E , WA 9 8 1 0 70 y CERTIFICATE NO. 519 CHECKED BY. MRL (206) 789 -2133 Fax(206)789 -2186 N FRE: SBA- IRRIGATION SITE AND LANDSCAPE IMPROVEMENTS - REVISIONS 19 OF Z CQ SHEETS 3 311 " 4 LATERAL, IN 2" SLEEVE A1_ 4" L LE INSTALLED A E EPTH FOR II FU7U USE. 1" LATERAL, 2" MAINLINE IN G 6 6" SLEEVE A'' s 3114" LATERAL, 2" MAINLINE IN I4w 11114 r roll SLEEVE M1 I � 1'1/4" LATERAL, IN 3" SLEEVE HUNTER WIND -CLIK SENSOR 2" MAINLINE, IN 4" SLEEVE OH 3H 2VAINLINE,� 1'1/4" LATERA IN 8" SLEE _ 2" MAINLINE, IN o g 4" SLEEVE W D-4 I IRR CATION (CONTROLLER FW I i 4" SLEEVE a� 4" SLEEVE INSTALLED D AT 24" DEPTH FOR Hand ral FUTURE USE_ d Hand rail 1I 2" MAI 11114: Q Reta:iri -irSg; I I LATE 1 8" a SL 0.I QI LL - - I 1111411 0 2" LATERAL, 2" p,4,1 UA MAINLINE IN S" I I SLEEVE I Q I 2" I INL INE Q < aG ` CHECK I 2 Il MAINLINE IN o I ,yl VALVE 4 SLEEVE }tn n -2 -2- 231 AINLIM 3/411 211 1" 511411 W I 1114n o y I I I 1114" LATE L, - - - - 14" 2" MAINLINE IN 31411 8" SLEE E I y I 314 " L TERAL, 2" MI+IINLINE INI DEPTH FOR I 6" SLEEVE FUTURE USE. - - - - - -- �y� T 2" 1'' AINLINE IN .I -14 j 11 'LEEVE 1 LATERAL IN I 2" SLEEVE M y i II NEIIJ 2" WATEIRI LINE ISTING IRRIGATIOI METER NOTE: CONTRACTOR SHALL DETERMINE IF EXISTING WATER METER AND SERVICE CONNECTION NEEDS TO BE REPLACED PRIOR TO INSTALLING NEW IRRIGATION SYSTEM. d Yu IRRIGATION LEGEND IRRIGATION NOTES SYMBOL DESCRIPTION GPM PSI RADIUS NOTES 1. PLANS ARE DIAGRAMMATIC. CONFIRM MAINLINE ALIGNMENT AND VALVE LOCATIONS WITH THE OWNER'S 5 -F TORO MPR PLUS 039 30 5' REPRESENTATIVE PRIOR TO CONSTRUCTION. ADJUST HEADS TO RESTRICT OVERSPRAY ONTO NON - PLANTING AREAS. Ls 0 5 -H TORO MPR PLUS O.2 30 5' MAINLINE AND LATERAL PIPING IS SHOWN IN PAVED AREAS 5 -Q TORO MPR PLUS O.I 30 5' FOR CLARITY ONLY. INSTALL IN LANDSCAPE/PLANTING 5 -F TORO MPR PLUS 1.0 30 5. AREA. 5 -H TORO MPR PLUS 0.5 30 S' 2, VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES u' 5 -T TORO MPR PLUS 0.35 30 V AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNER'S u S -Q TORO MPR PLUS 0.25 30 a' ALL OF NOZZLES REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN uy s -Q TORO 510 VARIABLE ARC, 1.0 30 g' INSTALLED WITH 5-IOZ EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR PRX SPRINKLER BODY TO CONSTRUCTION. ® 10 -F TORO MPR PLUS 1.51 30 10' SEE DETAIL 1 4 2 ON SHEET IR 2 7D 10 -TQ TORO MPR PLUS Loci 30 10' 3. ALL WIRES AND PIPES UNDER PAVED AND SIDEWALK 5AIIN IRRIGATION. . FOR AREAS SHALL BE INSTALLED IN SLEEVES. m 10 -H TORO MPR PLUS p.15 30 10' LAWN IRRIGATION. '3 10 -Q TORO MPR PLUS 037 30 10' 5- IOZ- 12P- PRX -COM FOR 4 NO ROCKS WOOD, OR OTHER EXTRANEOUS MATERIALS ya 10 -0 TORO 570 VARIABLE ARC 1.2 30 10' SHRUB IRRIGATION. SHALL BE USED IN BACKFILLING OF TRENCHES. @0 12 -F TORO MPR PLUS 2.2 30 12' 12 -H TORO MPR PLUS 1.09 30 12' S. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO 12 -Q TORO MPR PLUS 0.53 30 12' INSTALLATION OF SPRINKLER HEADS AND DRIP TUBING. �y 12 -H TORO 510 VARIABLE ARC 1.65 30 12' 12 -Q TORO MPR PLUS 0. 6 99 30 12' . ALL ELECTRICAL VALVE WIRING SHALL BE IRRIGATION �+ 15 -F TORO MPR PLUS 3.3 30 15' CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL J 15 -TQ TORO MPR PLUS 2.5 30 15' WIRES SHALL BE A DIFFERENT COLOR THAN THE GROUND WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES_ 15 -H TORO MPR PLUS 1.65 30 15' ALL WIRE SIZE IS *14 UNLESS OTHERWISE SPECIFIED_ ► 15 -Q TORO MPR PLUS 0.6I 30 15' Ahy 15 -H TORO 510 VARIABLE ARG 2.22 30 15' 7. EACH VALVE SHALL BE CONNECTED TO A SEPARATE or 15 -Q TORO 510 VARIABLE ARC 1.34 30 16' CONTROL WIRE. O 4 -E5T TORO MPR PLUS 1.34 30 4X15' 10 4 -58T TORO MPR PLUS 1.34 30 4X30' S_ ABANDON EXISTING IRRIGATION IN PLACE. NETAFIM TLCV9 -12XX INSTALL DRIPLINES 12" O.G. 9. SET VALVE PRESSURE ON SPRAY CIRCUITS TO 45 PSI SEE DETAIL 2 -6 ON SHEET IR 3 PER MANUFACTURE'S AND DRIP CIRCUITS TO 30 PSI. NOTE) RECOMMENDATION 1) FOR ALL DRIP LINES, INSTALL NETAFIM 6" SOIL STAPLE, TL56 PER MANUFACTURE'S RECOMMENDATION. INSTALL DRIP LINES ABOVE SUBGRADE AND BENEATH MULCH. COMPONENT LEGEND NOTES ❑ EXISTING WATER METER CONTRACTOR TO TEST WATER METER PRESSURE, NOTIFY OWNER'S REPRESENTATIVE OF WATER PRESSURE. TORO CUSTOM COMMAND SERIES SEE SPEC. CONTRACTOR TO PROVIDE UNIVERSAL HAND -HELD © 36 STATION CONTROLLER TRANSMITTER SEE DETAIL 1 ON SHEET IR 3 DOUBLE CHECK VALVE ASSEMBLY SEE SPEC_ SEE DETAIL 6 ON SHEET IR 2 DISC FILTER AND MASTER VALVE + HUNTER WIND CLIK SENSOR O AUTO CONTROL VALVE SEE SPEC. SEE VALVE SCHEDULE TORO P- 220 -2'1- 5ERIE5 SEE DETAIL 5 ON SHEET IR 2 INLINE CHECK VALVE. SEE SPEC. QUICK COUPLER VALVE SEE SPEC_ SEE DETAIL 3 ON SHEET IR 2 - - - 2" MAIN LINE, SCHEDULE 40 SEE DETAIL 4 ON IR 2 LATERAL PIPING, CLASS 200 SEE DETAIL 4 ON IR 2 AS SHOWN _ _ _ _ _ _ _ _ - SLEEVING, SCHEDULE SO PVC SIZE AS NOTED W WIRE SLEEVING, 2" SCHEDULE 40 PVC VALVE CHART VALVE NO. MV 1 2 3 4 5 6 1 B 9 10 II 12 13 14 15 16 11 113 GPM N/A 1 6 Il 31 8 15 35 25 11 1 1 12 36 ' 24 21 20 1 36 I 13" VALVE SIZE 1 1/2 1 1 11/2 1 I 1 1/2 1 1 I I I 11/211 1 1 1/2 ill III 1 1/2 1 EST. PR. /HR X 0.96 1.4 1.4 1.4 1.4 1.5 1.4 1.4 0.96 0.96 1.4 i.g 1.3 F13 1.4 1.4 1.3 1.4 r url 1. rvrc 1�r�1r ircrcicsAiivlN 575rEM 15 APPROXIMATE. REFER TO SHEET IR 2 AND IR 3 FOR IRRIGATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE DATE: .7.0.05 IRRIGATION PLAN ARCHITECTS STATE SG` (�� WASHINGTON 1"=W-0" N IR1 REGISTERED . ♦ LANDSCAPE TECT DESIGN BY: B W SB & ASSOCIATES, INC. 4% Q 1148 NW LEAKY WAY AMB DRAWN BY. BW JEFFERSON COUNTY COURTHOUSE S E A T T L E , WA 9 8 1 0 70 y CERTIFICATE NO. 519 CHECKED BY. MRL (206) 789 -2133 Fax(206)789 -2186 N FRE: SBA- IRRIGATION SITE AND LANDSCAPE IMPROVEMENTS - REVISIONS 19 OF Z CQ SHEETS 4" SLEEVE a� 4" SLEEVE INSTALLED D AT 24" DEPTH FOR Hand ral FUTURE USE_ d Hand rail 1I 2" MAI 11114: Q Reta:iri -irSg; I I LATE 1 8" a SL 0.I QI LL - - I 1111411 0 2" LATERAL, 2" p,4,1 UA MAINLINE IN S" I I SLEEVE I Q I 2" I INL INE Q < aG ` CHECK I 2 Il MAINLINE IN o I ,yl VALVE 4 SLEEVE }tn n -2 -2- 231 AINLIM 3/411 211 1" 511411 W I 1114n o y I I I 1114" LATE L, - - - - 14" 2" MAINLINE IN 31411 8" SLEE E I y I 314 " L TERAL, 2" MI+IINLINE INI DEPTH FOR I 6" SLEEVE FUTURE USE. - - - - - -- �y� T 2" 1'' AINLINE IN .I -14 j 11 'LEEVE 1 LATERAL IN I 2" SLEEVE M y i II NEIIJ 2" WATEIRI LINE ISTING IRRIGATIOI METER NOTE: CONTRACTOR SHALL DETERMINE IF EXISTING WATER METER AND SERVICE CONNECTION NEEDS TO BE REPLACED PRIOR TO INSTALLING NEW IRRIGATION SYSTEM. d Yu IRRIGATION LEGEND IRRIGATION NOTES SYMBOL DESCRIPTION GPM PSI RADIUS NOTES 1. PLANS ARE DIAGRAMMATIC. CONFIRM MAINLINE ALIGNMENT AND VALVE LOCATIONS WITH THE OWNER'S 5 -F TORO MPR PLUS 039 30 5' REPRESENTATIVE PRIOR TO CONSTRUCTION. ADJUST HEADS TO RESTRICT OVERSPRAY ONTO NON - PLANTING AREAS. Ls 0 5 -H TORO MPR PLUS O.2 30 5' MAINLINE AND LATERAL PIPING IS SHOWN IN PAVED AREAS 5 -Q TORO MPR PLUS O.I 30 5' FOR CLARITY ONLY. INSTALL IN LANDSCAPE/PLANTING 5 -F TORO MPR PLUS 1.0 30 5. AREA. 5 -H TORO MPR PLUS 0.5 30 S' 2, VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES u' 5 -T TORO MPR PLUS 0.35 30 V AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNER'S u S -Q TORO MPR PLUS 0.25 30 a' ALL OF NOZZLES REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN uy s -Q TORO 510 VARIABLE ARC, 1.0 30 g' INSTALLED WITH 5-IOZ EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR PRX SPRINKLER BODY TO CONSTRUCTION. ® 10 -F TORO MPR PLUS 1.51 30 10' SEE DETAIL 1 4 2 ON SHEET IR 2 7D 10 -TQ TORO MPR PLUS Loci 30 10' 3. ALL WIRES AND PIPES UNDER PAVED AND SIDEWALK 5AIIN IRRIGATION. . FOR AREAS SHALL BE INSTALLED IN SLEEVES. m 10 -H TORO MPR PLUS p.15 30 10' LAWN IRRIGATION. '3 10 -Q TORO MPR PLUS 037 30 10' 5- IOZ- 12P- PRX -COM FOR 4 NO ROCKS WOOD, OR OTHER EXTRANEOUS MATERIALS ya 10 -0 TORO 570 VARIABLE ARC 1.2 30 10' SHRUB IRRIGATION. SHALL BE USED IN BACKFILLING OF TRENCHES. @0 12 -F TORO MPR PLUS 2.2 30 12' 12 -H TORO MPR PLUS 1.09 30 12' S. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO 12 -Q TORO MPR PLUS 0.53 30 12' INSTALLATION OF SPRINKLER HEADS AND DRIP TUBING. �y 12 -H TORO 510 VARIABLE ARC 1.65 30 12' 12 -Q TORO MPR PLUS 0. 6 99 30 12' . ALL ELECTRICAL VALVE WIRING SHALL BE IRRIGATION �+ 15 -F TORO MPR PLUS 3.3 30 15' CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL J 15 -TQ TORO MPR PLUS 2.5 30 15' WIRES SHALL BE A DIFFERENT COLOR THAN THE GROUND WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES_ 15 -H TORO MPR PLUS 1.65 30 15' ALL WIRE SIZE IS *14 UNLESS OTHERWISE SPECIFIED_ ► 15 -Q TORO MPR PLUS 0.6I 30 15' Ahy 15 -H TORO 510 VARIABLE ARG 2.22 30 15' 7. EACH VALVE SHALL BE CONNECTED TO A SEPARATE or 15 -Q TORO 510 VARIABLE ARC 1.34 30 16' CONTROL WIRE. O 4 -E5T TORO MPR PLUS 1.34 30 4X15' 10 4 -58T TORO MPR PLUS 1.34 30 4X30' S_ ABANDON EXISTING IRRIGATION IN PLACE. NETAFIM TLCV9 -12XX INSTALL DRIPLINES 12" O.G. 9. SET VALVE PRESSURE ON SPRAY CIRCUITS TO 45 PSI SEE DETAIL 2 -6 ON SHEET IR 3 PER MANUFACTURE'S AND DRIP CIRCUITS TO 30 PSI. NOTE) RECOMMENDATION 1) FOR ALL DRIP LINES, INSTALL NETAFIM 6" SOIL STAPLE, TL56 PER MANUFACTURE'S RECOMMENDATION. INSTALL DRIP LINES ABOVE SUBGRADE AND BENEATH MULCH. COMPONENT LEGEND NOTES ❑ EXISTING WATER METER CONTRACTOR TO TEST WATER METER PRESSURE, NOTIFY OWNER'S REPRESENTATIVE OF WATER PRESSURE. TORO CUSTOM COMMAND SERIES SEE SPEC. CONTRACTOR TO PROVIDE UNIVERSAL HAND -HELD © 36 STATION CONTROLLER TRANSMITTER SEE DETAIL 1 ON SHEET IR 3 DOUBLE CHECK VALVE ASSEMBLY SEE SPEC_ SEE DETAIL 6 ON SHEET IR 2 DISC FILTER AND MASTER VALVE + HUNTER WIND CLIK SENSOR O AUTO CONTROL VALVE SEE SPEC. SEE VALVE SCHEDULE TORO P- 220 -2'1- 5ERIE5 SEE DETAIL 5 ON SHEET IR 2 INLINE CHECK VALVE. SEE SPEC. QUICK COUPLER VALVE SEE SPEC_ SEE DETAIL 3 ON SHEET IR 2 - - - 2" MAIN LINE, SCHEDULE 40 SEE DETAIL 4 ON IR 2 LATERAL PIPING, CLASS 200 SEE DETAIL 4 ON IR 2 AS SHOWN _ _ _ _ _ _ _ _ - SLEEVING, SCHEDULE SO PVC SIZE AS NOTED W WIRE SLEEVING, 2" SCHEDULE 40 PVC VALVE CHART VALVE NO. MV 1 2 3 4 5 6 1 B 9 10 II 12 13 14 15 16 11 113 GPM N/A 1 6 Il 31 8 15 35 25 11 1 1 12 36 ' 24 21 20 1 36 I 13" VALVE SIZE 1 1/2 1 1 11/2 1 I 1 1/2 1 1 I I I 11/211 1 1 1/2 ill III 1 1/2 1 EST. PR. /HR X 0.96 1.4 1.4 1.4 1.4 1.5 1.4 1.4 0.96 0.96 1.4 i.g 1.3 F13 1.4 1.4 1.3 1.4 r url 1. rvrc 1�r�1r ircrcicsAiivlN 575rEM 15 APPROXIMATE. REFER TO SHEET IR 2 AND IR 3 FOR IRRIGATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE DATE: .7.0.05 IRRIGATION PLAN ARCHITECTS STATE SG` (�� WASHINGTON 1"=W-0" N IR1 REGISTERED . ♦ LANDSCAPE TECT DESIGN BY: B W SB & ASSOCIATES, INC. 4% Q 1148 NW LEAKY WAY AMB DRAWN BY. BW JEFFERSON COUNTY COURTHOUSE S E A T T L E , WA 9 8 1 0 70 y CERTIFICATE NO. 519 CHECKED BY. MRL (206) 789 -2133 Fax(206)789 -2186 N FRE: SBA- IRRIGATION SITE AND LANDSCAPE IMPROVEMENTS - REVISIONS 19 OF Z CQ SHEETS o y I I I 1114" LATE L, - - - - 14" 2" MAINLINE IN 31411 8" SLEE E I y I 314 " L TERAL, 2" MI+IINLINE INI DEPTH FOR I 6" SLEEVE FUTURE USE. - - - - - -- �y� T 2" 1'' AINLINE IN .I -14 j 11 'LEEVE 1 LATERAL IN I 2" SLEEVE M y i II NEIIJ 2" WATEIRI LINE ISTING IRRIGATIOI METER NOTE: CONTRACTOR SHALL DETERMINE IF EXISTING WATER METER AND SERVICE CONNECTION NEEDS TO BE REPLACED PRIOR TO INSTALLING NEW IRRIGATION SYSTEM. d Yu IRRIGATION LEGEND IRRIGATION NOTES SYMBOL DESCRIPTION GPM PSI RADIUS NOTES 1. PLANS ARE DIAGRAMMATIC. CONFIRM MAINLINE ALIGNMENT AND VALVE LOCATIONS WITH THE OWNER'S 5 -F TORO MPR PLUS 039 30 5' REPRESENTATIVE PRIOR TO CONSTRUCTION. ADJUST HEADS TO RESTRICT OVERSPRAY ONTO NON - PLANTING AREAS. Ls 0 5 -H TORO MPR PLUS O.2 30 5' MAINLINE AND LATERAL PIPING IS SHOWN IN PAVED AREAS 5 -Q TORO MPR PLUS O.I 30 5' FOR CLARITY ONLY. INSTALL IN LANDSCAPE/PLANTING 5 -F TORO MPR PLUS 1.0 30 5. AREA. 5 -H TORO MPR PLUS 0.5 30 S' 2, VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES u' 5 -T TORO MPR PLUS 0.35 30 V AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNER'S u S -Q TORO MPR PLUS 0.25 30 a' ALL OF NOZZLES REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN uy s -Q TORO 510 VARIABLE ARC, 1.0 30 g' INSTALLED WITH 5-IOZ EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR PRX SPRINKLER BODY TO CONSTRUCTION. ® 10 -F TORO MPR PLUS 1.51 30 10' SEE DETAIL 1 4 2 ON SHEET IR 2 7D 10 -TQ TORO MPR PLUS Loci 30 10' 3. ALL WIRES AND PIPES UNDER PAVED AND SIDEWALK 5AIIN IRRIGATION. . FOR AREAS SHALL BE INSTALLED IN SLEEVES. m 10 -H TORO MPR PLUS p.15 30 10' LAWN IRRIGATION. '3 10 -Q TORO MPR PLUS 037 30 10' 5- IOZ- 12P- PRX -COM FOR 4 NO ROCKS WOOD, OR OTHER EXTRANEOUS MATERIALS ya 10 -0 TORO 570 VARIABLE ARC 1.2 30 10' SHRUB IRRIGATION. SHALL BE USED IN BACKFILLING OF TRENCHES. @0 12 -F TORO MPR PLUS 2.2 30 12' 12 -H TORO MPR PLUS 1.09 30 12' S. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO 12 -Q TORO MPR PLUS 0.53 30 12' INSTALLATION OF SPRINKLER HEADS AND DRIP TUBING. �y 12 -H TORO 510 VARIABLE ARC 1.65 30 12' 12 -Q TORO MPR PLUS 0. 6 99 30 12' . ALL ELECTRICAL VALVE WIRING SHALL BE IRRIGATION �+ 15 -F TORO MPR PLUS 3.3 30 15' CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL J 15 -TQ TORO MPR PLUS 2.5 30 15' WIRES SHALL BE A DIFFERENT COLOR THAN THE GROUND WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES_ 15 -H TORO MPR PLUS 1.65 30 15' ALL WIRE SIZE IS *14 UNLESS OTHERWISE SPECIFIED_ ► 15 -Q TORO MPR PLUS 0.6I 30 15' Ahy 15 -H TORO 510 VARIABLE ARG 2.22 30 15' 7. EACH VALVE SHALL BE CONNECTED TO A SEPARATE or 15 -Q TORO 510 VARIABLE ARC 1.34 30 16' CONTROL WIRE. O 4 -E5T TORO MPR PLUS 1.34 30 4X15' 10 4 -58T TORO MPR PLUS 1.34 30 4X30' S_ ABANDON EXISTING IRRIGATION IN PLACE. NETAFIM TLCV9 -12XX INSTALL DRIPLINES 12" O.G. 9. SET VALVE PRESSURE ON SPRAY CIRCUITS TO 45 PSI SEE DETAIL 2 -6 ON SHEET IR 3 PER MANUFACTURE'S AND DRIP CIRCUITS TO 30 PSI. NOTE) RECOMMENDATION 1) FOR ALL DRIP LINES, INSTALL NETAFIM 6" SOIL STAPLE, TL56 PER MANUFACTURE'S RECOMMENDATION. INSTALL DRIP LINES ABOVE SUBGRADE AND BENEATH MULCH. COMPONENT LEGEND NOTES ❑ EXISTING WATER METER CONTRACTOR TO TEST WATER METER PRESSURE, NOTIFY OWNER'S REPRESENTATIVE OF WATER PRESSURE. TORO CUSTOM COMMAND SERIES SEE SPEC. CONTRACTOR TO PROVIDE UNIVERSAL HAND -HELD © 36 STATION CONTROLLER TRANSMITTER SEE DETAIL 1 ON SHEET IR 3 DOUBLE CHECK VALVE ASSEMBLY SEE SPEC_ SEE DETAIL 6 ON SHEET IR 2 DISC FILTER AND MASTER VALVE + HUNTER WIND CLIK SENSOR O AUTO CONTROL VALVE SEE SPEC. SEE VALVE SCHEDULE TORO P- 220 -2'1- 5ERIE5 SEE DETAIL 5 ON SHEET IR 2 INLINE CHECK VALVE. SEE SPEC. QUICK COUPLER VALVE SEE SPEC_ SEE DETAIL 3 ON SHEET IR 2 - - - 2" MAIN LINE, SCHEDULE 40 SEE DETAIL 4 ON IR 2 LATERAL PIPING, CLASS 200 SEE DETAIL 4 ON IR 2 AS SHOWN _ _ _ _ _ _ _ _ - SLEEVING, SCHEDULE SO PVC SIZE AS NOTED W WIRE SLEEVING, 2" SCHEDULE 40 PVC VALVE CHART VALVE NO. MV 1 2 3 4 5 6 1 B 9 10 II 12 13 14 15 16 11 113 GPM N/A 1 6 Il 31 8 15 35 25 11 1 1 12 36 ' 24 21 20 1 36 I 13" VALVE SIZE 1 1/2 1 1 11/2 1 I 1 1/2 1 1 I I I 11/211 1 1 1/2 ill III 1 1/2 1 EST. PR. /HR X 0.96 1.4 1.4 1.4 1.4 1.5 1.4 1.4 0.96 0.96 1.4 i.g 1.3 F13 1.4 1.4 1.3 1.4 r url 1. rvrc 1�r�1r ircrcicsAiivlN 575rEM 15 APPROXIMATE. REFER TO SHEET IR 2 AND IR 3 FOR IRRIGATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE DATE: .7.0.05 IRRIGATION PLAN ARCHITECTS STATE SG` (�� WASHINGTON 1"=W-0" N IR1 REGISTERED . ♦ LANDSCAPE TECT DESIGN BY: B W SB & ASSOCIATES, INC. 4% Q 1148 NW LEAKY WAY AMB DRAWN BY. BW JEFFERSON COUNTY COURTHOUSE S E A T T L E , WA 9 8 1 0 70 y CERTIFICATE NO. 519 CHECKED BY. MRL (206) 789 -2133 Fax(206)789 -2186 N FRE: SBA- IRRIGATION SITE AND LANDSCAPE IMPROVEMENTS - REVISIONS 19 OF Z CQ SHEETS VALVE NO. MV 1 2 3 4 5 6 1 B 9 10 II 12 13 14 15 16 11 113 GPM N/A 1 6 Il 31 8 15 35 25 11 1 1 12 36 ' 24 21 20 1 36 I 13" VALVE SIZE 1 1/2 1 1 11/2 1 I 1 1/2 1 1 I I I 11/211 1 1 1/2 ill III 1 1/2 1 EST. PR. /HR X 0.96 1.4 1.4 1.4 1.4 1.5 1.4 1.4 0.96 0.96 1.4 i.g 1.3 F13 1.4 1.4 1.3 1.4 r url 1. rvrc 1�r�1r ircrcicsAiivlN 575rEM 15 APPROXIMATE. REFER TO SHEET IR 2 AND IR 3 FOR IRRIGATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE DATE: .7.0.05 IRRIGATION PLAN ARCHITECTS STATE SG` (�� WASHINGTON 1"=W-0" N IR1 REGISTERED . ♦ LANDSCAPE TECT DESIGN BY: B W SB & ASSOCIATES, INC. 4% Q 1148 NW LEAKY WAY AMB DRAWN BY. BW JEFFERSON COUNTY COURTHOUSE S E A T T L E , WA 9 8 1 0 70 y CERTIFICATE NO. 519 CHECKED BY. MRL (206) 789 -2133 Fax(206)789 -2186 N FRE: SBA- IRRIGATION SITE AND LANDSCAPE IMPROVEMENTS - REVISIONS 19 OF Z CQ SHEETS r url 1. rvrc 1�r�1r ircrcicsAiivlN 575rEM 15 APPROXIMATE. REFER TO SHEET IR 2 AND IR 3 FOR IRRIGATION DETAILS. CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE DATE: .7.0.05 IRRIGATION PLAN ARCHITECTS STATE SG` (�� WASHINGTON 1"=W-0" N IR1 REGISTERED . ♦ LANDSCAPE TECT DESIGN BY: B W SB & ASSOCIATES, INC. 4% Q 1148 NW LEAKY WAY AMB DRAWN BY. BW JEFFERSON COUNTY COURTHOUSE S E A T T L E , WA 9 8 1 0 70 y CERTIFICATE NO. 519 CHECKED BY. MRL (206) 789 -2133 Fax(206)789 -2186 N FRE: SBA- IRRIGATION SITE AND LANDSCAPE IMPROVEMENTS - REVISIONS 19 OF Z CQ SHEETS I5H GRADE PVC FITTING — LATERAL PIPE LINE TRIPLE SWING JOINT — SEE SPECS. MULCH SH F-,UE3 Sf A� HEAD NOT TO SCALE FINISHED GRADE IEBARK MULCH N GATE VALVE D" 900 SxT 540—\ PVC D 540 PVC PIPE (CUT TO LENGTH) PVC FITTING MAIN LINE FG 12" ER BOD`r JUMBO VALVE BOX 4 COVER PLANTER W/ 6" EXTENSION 4 BOLT LOCK INSTALLATION FG n� o o 0 0 ° ° o O V- ° (?o o ° C, o I CONTROL AL MALE AD ,PTE LATE5 3/411s ROCK 12' LATERAL PIPE LINE FINISH GRADE LAWN BODY TURF FINISH QUICK COUPLER VALVE #4 X 30" REBAR STAKE SS HOSE CLAMPS (2) TRIPLE SWING JOINT SEE SPECS. T44rf='. LAWN Si=i;;�INKLEfR HEAD NOT TO 5CALE IPE LINE DRAIN PVC, UNION -� 14 -1 OF Eta Dx4" NIP. 650 PVC 14 -1 U14 -1 OF A NOTE: MATCH DIAMETER OF NIPPLES 8 FITTINGS TO ACV 51ZE.) INSTALL GATE VALVE PRIOR TO EACH ACV. in SIZE TO MATCH ACV VALVE. FA NOT TO SCALE ALL DRIP VALVES TO RECEIVE A DISC FILTER. SEE DETAIL 4 514EET IR3 DISC FILTER W-101140 WIRE - WHITE) xo) ) ) �uuU�u O V O V OC&O O p '000°�-}0,,000n0,�000n0�,00 wo o 050 o 0 p c) ;O�O(,Oo09101 000o0 0 MAIN LINE 0 PVC FITTING 9 0 0 lk 0 0 0 /1 00 0n0 V 0 V 0 O 0 b 0 0 0 0— PLANTER INSTALLATION SARK MULCH 10" DIAMETER PIT 4 LID WITH BOLT LOCK. 1" X S" NIPPLE S SO PVC 1" 900 ELL S80 PVC 1" X 3" NIPPLE 580 PVC 1" 90° TxT SSO PVC I" X 12" NIPPLE 550 PVC 3/4" WASHED ROUND DRAIN ROCK 1" 10° ELL 1" 900 TXT 680 PVC /NOT TO SCALE `2" X 1 1/2" ADAPTER / UNION TYP. 25 -TA UTILITY VAULT WITH LOCKING COVER OR APPROVED EQUAL. 1 -y" FEBCO 55OU DOUBLE CHECK �GALVE ASSEMBLY ri o ry Zr if III III 1� 12" MIN CLEARANCE TO FIXED STRUCTURE SYSTEM BLOW DOWN (1" QCV) i icy o' , AMIAD SUPER �j�" NEW 2" COPPER. - I NEW FINISH GRADE NATIVE MATERIAL/ BACKFILL TRENCH WALL (VERTICAL) COPPER TRACE WIRE COMPACTED CLEAN BACKFILL LATERAL PIPE COPPER TRACE WIRE MAINLINE PIPE FIELD CONTROL WIRES COMPACTED CLEAN BACK - FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE �R �ENCH SECTION / NOT TO SCALE JUMBO VALVE BOX WITH BOLT LOCK LID d EXTENSIONS AS NEEDED. UNIONS r1 -Yz" MASTER J VALVE F.G. -�'� °� � '� ,� �, ,,�y� '�,, "��� 'Y �r�,���t"? 0 ad�d� STATE ❑E U WASHINGTON REGISTERED LANDSCAPE A C ITECT MICHAEL R. LAMB CERTIFICATE ND. 519 II -� 9 COPPER. o SCALE: � 0 II DRAWN BY: o ° REVISIONS 0 12" 0 a PLANTER INSTALLATION SARK MULCH 10" DIAMETER PIT 4 LID WITH BOLT LOCK. 1" X S" NIPPLE S SO PVC 1" 900 ELL S80 PVC 1" X 3" NIPPLE 580 PVC 1" 90° TxT SSO PVC I" X 12" NIPPLE 550 PVC 3/4" WASHED ROUND DRAIN ROCK 1" 10° ELL 1" 900 TXT 680 PVC /NOT TO SCALE `2" X 1 1/2" ADAPTER / UNION TYP. 25 -TA UTILITY VAULT WITH LOCKING COVER OR APPROVED EQUAL. 1 -y" FEBCO 55OU DOUBLE CHECK �GALVE ASSEMBLY ri o ry Zr if III III 1� 12" MIN CLEARANCE TO FIXED STRUCTURE SYSTEM BLOW DOWN (1" QCV) i icy o' , AMIAD SUPER �j�" NEW 2" COPPER. - I NEW FINISH GRADE NATIVE MATERIAL/ BACKFILL TRENCH WALL (VERTICAL) COPPER TRACE WIRE COMPACTED CLEAN BACKFILL LATERAL PIPE COPPER TRACE WIRE MAINLINE PIPE FIELD CONTROL WIRES COMPACTED CLEAN BACK - FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE �R �ENCH SECTION / NOT TO SCALE JUMBO VALVE BOX WITH BOLT LOCK LID d EXTENSIONS AS NEEDED. UNIONS r1 -Yz" MASTER J VALVE F.G. /NOT TO SCALE CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE . ARCHITECTS ♦ 1148 NW LEAKY WAY S E A T T L E, W A 9 8 1 0% (206) 789 -2133 Fax (206) 789 -2186 -�'� °� � '� ,� �, ,,�y� '�,, "��� 'Y �r�,���t"? PLASTIC FILTER ��1 p ad�d� STATE ❑E U WASHINGTON REGISTERED LANDSCAPE A C ITECT MICHAEL R. LAMB CERTIFICATE ND. 519 II -� 2 COPPER. SCALE: I II DESIGN BY- �� II DRAWN BY: AB//w CHECKED $Y: /r /I \� Fn.E: SBA- IRRIGATION REVISIONS 12" MIN BRASS TEE WITH BUSHING d 1" PLUG 0 p. 112-"_ D� EPI -TH'-PEA _° 2"X 1 1/2 PVC. ADAPTER TO CONTROLLER NOTE. ALL MALLEABLE FITTINGS AND NIPPLES FROM TEE WITH BUSHING E 1" PLUG THROUGH DISCHARGE OF MASTER VALVE SHALL BE BRASS UNLESS SPECIFIED, 1 1/2" IN SIZE AND LENGTH AS REQUIRED. ADAPT TO PVC MAINLINE WITH PVC_ MALE ADAPTER. /NOT TO SCALE CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE . ARCHITECTS ♦ 1148 NW LEAKY WAY S E A T T L E, W A 9 8 1 0% (206) 789 -2133 Fax (206) 789 -2186 -�'� °� � '� ,� �, ,,�y� '�,, "��� 'Y �r�,���t"? ad�d� STATE ❑E U WASHINGTON REGISTERED LANDSCAPE A C ITECT MICHAEL R. LAMB CERTIFICATE ND. 519 DATE: 9.07.05 /RRIGA TION DETAILS JEFFERSON COUNTY COURTHOUSE Ii SITE AND LANDSCAPE IMPROVEMENTS ZO of ZCo sxEETs SCALE: DESIGN BY- �� DRAWN BY: AB//w CHECKED $Y: /r /I \� Fn.E: SBA- IRRIGATION REVISIONS SIDE VIEW LEGEND FRONT VIEW 1. CONTROLLER ENCLOSURE. 6. FINISH GRADE. 2. OPTIONAL PEDESTAL. 7. CONTROLLER SUB - ASSEMBLY (CSA) INCLUDES GFI & TERMINAL STRIPS 3. POURED CONCRETE BASE. - 6" WITH PLACARDS. MIN. THICKNESS - EXTEND 6" BEYOND OUTSIDE DIMENSIONS 8• AUTOMATIC CONTROLLER. OF ENCLOSURE WITH 1/2% 9. 120 -VOLT SERVICE IN CONDUIT. SLOPE FOR DRAINAGE. 4. PVC LONG SWEEP ELL - USE ONE SWEEP ELL PER CONTROLLER. 5. DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. STRONGBOX MODEL 55-IOCR POWERCOAT DARK GREEN AVAILABLE FROM VIT INDUSTRIES (800) -129 -1314 CONTRACTOR Is RESPONSIBLE FOR SUPPLING 120V/15 AMP POLDER F=ROM ADJACENT ELECTRICAL SERVICE PANEL. �CONTROLLR NCLOSUR NTS 12" x 18" VALVE BOX WITH LOCKING COVER PVC PIPING (TYR) ARRANGE U FILTER FOR DISASSEMBLY & MAINTENANCE ACCESS DISC r FILTER I C SCH 80 UNION 1 CU. FT, PEA GRAVEL SUMP o'iJ o CJ o Ci o t7 oi7 0 oii o Ci o �7 000� o`C J0n0�,0n0,,onn0�,0n0,�-,,0n0,�,,000nn0,�-,,0nn0��,,0nn0,,,,0nn0,�-,,0nn( )o PoiJ'oi00o po`(i4650 00o po 00CYo`C n0000000000000000o�Do� BRICK SUPPORT (1- EA. CORNER) DISC �ILT�R NTs FINISH GRADE 6" ROUND VALVE BOX �- AIR / VACUUM RELIEF VALVE 3/4 "M x 1/2 "F REDUC BUSHING Techline 18b 2 -WA ADAPTER TEE BRICK SUPPORTS m��-O-u--Ou n�� (THREE) 0 0 0 ,,o c �o��o�cp0�'o 0 3/4" CRUSHED nO�O nOo c GRAVEL SUMP Techline TUBIN FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM — RELIEF VALVE 112" PVC COUPLING (TxT) 1/2" SCH 80 RISER (LENGTH AS REQUIRED) BRICK SUPPORTS----. (THREE) 3/4" CRUSHED — GRAVEL SUMP PVC PIPING —f' AND FITTINGS TECa4L INE AIR /VACUUM RELIEF NTs (PLUMBED TO TECNLINE) REMOTE CONTROL VALVE WITH DISC FILTER AND PRV BLANK Techline TUBING Techline START CONNECTION MALE ADAPTER Techline TUBING LATERAL AREA PERIMETER AIR /VACUUM RELIEF VALVE (PLUMBED TO Techline AT EACH HIGH POINT BLANK Techline TUBING (CENTERED ON MOUND OR BERM) BLANK Techline TUBING PERIMETER LATERALS 2" TO 4" FROM EDGE PLUMBED TO PVC OR POLY LINE FLUSHING VALVE Techline "END FEED" LAYOUT TEGHL INE END F=EED LXrOUT % NTs TECHL INE ,41R /VACUUM RELIEF Nrs (PLUMBED TO PVC PIPE) FINISH GRA VALVE BOX SEE SPECS, LINE FLUSH VALVE F -T BRICK SUPP (THREE) 3/4" GRAVE (1 CUBIC FE SSI ❑N RING [DED) -ie TUBING C PIPE TECHL INE LINE FLUSI—IINC:; VALVE NTs (PLUMBED TO TECHLINE OR PVC PIPE) EE CONTROL VALVE DISC FILTER AND ine START -CTION ADAPTER _Y HEADER ine TUBING ID PERIMETER ine TEE ine ELL 'ACUUM RELIEF E (PLUMBED TO ne AT EACH POINT) FLUSHING VALVE 3ED TO Techline TECHL INE ISLAND LA -OUT NT-5 LINE FLUSHING VALVE DLUMBED TO PVC OR POLY AREA PERIMETER Techline LATERAL TUBING Techline START CONNECTION MALE ADAPTER EXHAUST HEADER Techline TEE BLANK TUBING CENTERED ON MOUND ❑R BERM AIR /VACUUM RELIEF VALVE (PLUMBED TO Techline AT EACH HIGH POINT) SUPPLY HEADER ?EMOTE CONTROL /ALVE WITH DISC ILTER AND PRV �j fRREC�ULAR AREAS_ TRIANCiULAR NTS CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL LANDSCAPE . ARCHITECTS ♦ 1148 NW LEAKY WAY SEATTLE, WA 9 8 1 0 7 (206) 789 -2133 Fait (206) 789 -2186 ��a� �� �' � �, © ��,�(�� adnnb� STATE DE U WASHINGTGN REGISTERED LANDSCAP HI ECT M R, LAMB CERTIFICATE ND, 519 DATE: 9.07.05 /RRI GA TION DE TA 1 L S JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS /R3 // �^, 2 I OF � W SHEETS 5��: DESIGN BY: �� DRAWN BY: BW CHECKED BY: MRL Fes: SBA - IRRIGATION REVISIONS SERVICE PANEL SCHEDULE NO. LOCATION: 120/240 VOLTS 1 PHASE 3 WIRE X -X JEFFERSON COUNTY COURT HOUSE 200 AMP with MAIN BREAKER SERVING: PARKING LOT LIGHTS, UTILITY RECEPTACLES, WALKWAY LIGHTS, HANDRAIL LIGHTS, BOLLARDS AND IRRIGATION SYSTEM `' LOAD DESCRIPTION KVA AMF N0. 1 PARKING LOT LUMINAIRES 0-73 20 #1,3,4,5,6,7 5 PARKING LOT LUMINAIRE 20 ly? 0.05 9 UTILITY RECEPTACLES (WEST) 20 1 2 3 4 0.24 WALKWAY LIGHTS 15 11 1,2 3 4,5,6 7,8 0.68 13 BOLLARDS 0 58 15 #1, 2, 3, 4, 5, 6 15 1 SPACE 171SPACE 19 I CABINET RECEPTACLE I0.24I 20 REMARKS: CLASS B CONCRETE SIDE VIEW T.S. 28" 30" CLASS B CONCRETE TOP VIEW CONTROL N.T.S. 2' RIP IMPS I KVA I LOAD DESCRIPTION SPACE SPACE 20 0.24 1 UTILITY RECEPTACLES 15 HANDRAIL 0.28 #1, 2, 3, 4 SPACE 15 1.801 IRRIGATION SYSTEM SPACE 15 0.18 CONTROL CONNECTED LOAD: 5.2 DEMAND LOAD: 125% 20UND LEVEL KVA 38.70AMPS KVA 48.38AMPS FRONT VIEW 26" K 6 10 12 14 16 18 20 2" .i� I_ 120/240V, 10, 3W ONE -LINE DIAGRAM PARKING LOT CIRCUIT #1 240 VAC LIGHTS #1, 3, 4, 5, 6, 7 PARKING LOT CIRCUIT #5 240 VAC LIGHT #2 UTILITY RECEPTACLES CIRCUIT #9 120 VAC #1, 2, 3, 4 WEST SIDE UTILITY RECEPTACLES CIRCUIT #10 120 VAC #1, 2, 3, 4, 5 WALKWAY LIGHTS CIRCUIT #11 120 VAC #1, 2, 3, 4, 5, 6, 7, 8 HANDRAILS CIRCUIT #12 120 VAC #1, 2, 3, 4 BOLLARDS CIRCUIT #13 120 VAC #1, 2, 3, 4, 5, 6 -M ELECTRIC SERVICE CABINET LEGEND ® ITEM 1. MAIN BREAKER (200A) 2. RECEPTACLE BREAKER (20A) 3. RECEPTACLE 4. CONTROL BREAKER (15A) 5. PHOTOELECTRIC CELL (ON LUMINAIRE #1) 6. PHOTOELECTRIC BY —PASS SWITCH 7. TIME CLOCK — 8 CHANNEL — 7 DAY + BACK —UP 8. CONTACTORS (2P30A) 8a. CONTACTORS (1P20A) 9. SERVICE BREAKERS 10. GROUNDING CONDUCTOR, #4 COPPER 11. GROUND ROD (5/8 "x10' COPPER CLAD STEEL) 12. NEUTRAL BUS CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL O METERBASE: 200 AMP, 4 JAW SAFETY SOCKET, AW #114TB, WITH 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY) O PANELBOARD: 120/240 VAC, 200 AMP, 1 PHASE, 3 WIRE, COPPER BUS 200 AMP MAIN BREAKER, SQUARE —D, 2 POLE SQUARE —D TYPE BAB BOLT —ON BRANCH BREAKERS AS FOLLOWS: 2 -20/2 ILLUMINATION BRANCH 3 -20/1 UTILITY PLUG BRANCH 3 -15/1 WALKWAY, BOLLARDS, HANDRAIL BRANCH 1 -15/1 CONTROL CIRCUIT BRANCH 1 -15/1 IRRIGATION SYSTEM O LIGHTING CONTACTOR RATED: 30 AMP, 2 POLE, 120 VAC COIL, 2— REQUIRED O LIGHTING CONTACTOR RATED: 20 AMP, 1 POLE, 120 VAC COIL, 5— REQUIRED H —CELL BYPASS SWITCH: SPST, 15 AMP, 120 VAC OPHOTO 4 GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX O 131911 101 O ® CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM CONSTRUCTION 2 SCREENED AND GASKETED VENTS ❑ ❑ ❑ ❑ DOORS: HEAVY DUTY CONCEALED HINGES (LIFT —OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CS LOCK ON DISTRIBUTION DOOR O3 ❑ POLISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, BRONZE OUTSIDE, WHITE INSIDE 2" .i� I_ 120/240V, 10, 3W ONE -LINE DIAGRAM PARKING LOT CIRCUIT #1 240 VAC LIGHTS #1, 3, 4, 5, 6, 7 PARKING LOT CIRCUIT #5 240 VAC LIGHT #2 UTILITY RECEPTACLES CIRCUIT #9 120 VAC #1, 2, 3, 4 WEST SIDE UTILITY RECEPTACLES CIRCUIT #10 120 VAC #1, 2, 3, 4, 5 WALKWAY LIGHTS CIRCUIT #11 120 VAC #1, 2, 3, 4, 5, 6, 7, 8 HANDRAILS CIRCUIT #12 120 VAC #1, 2, 3, 4 BOLLARDS CIRCUIT #13 120 VAC #1, 2, 3, 4, 5, 6 -M ELECTRIC SERVICE CABINET LEGEND ® ITEM 1. MAIN BREAKER (200A) 2. RECEPTACLE BREAKER (20A) 3. RECEPTACLE 4. CONTROL BREAKER (15A) 5. PHOTOELECTRIC CELL (ON LUMINAIRE #1) 6. PHOTOELECTRIC BY —PASS SWITCH 7. TIME CLOCK — 8 CHANNEL — 7 DAY + BACK —UP 8. CONTACTORS (2P30A) 8a. CONTACTORS (1P20A) 9. SERVICE BREAKERS 10. GROUNDING CONDUCTOR, #4 COPPER 11. GROUND ROD (5/8 "x10' COPPER CLAD STEEL) 12. NEUTRAL BUS CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL FINISH GRADE 1 1" GALVANIZED STEEL --" CONDUIT SIDE VIEW 1.5" THREADS 0. TO J -BOX CLASS B CONCRETE RECEPTACLE FOUNDATION VSB 1/100 MH 120 /OB -P (KIM LIGHTING) OR EQUAL 1" FINISH GRADE ANCHOR BOLTS'(4) 3/8 "x10" +2" F L -HOLES 1" GALVANIZED STEEL CONDUIT SIDE VIEW 1.5" THREADS TO J -BOX CLASS B CONCRETE BOLLARD FOUNDATION CLASS B CONCRETE HYDREL M9450 PATHWAY LIGHT 12 �I 0" N TOP VIEW Imo— 12" �I 0 r TOP VIEW 14 12" 7F CONCRETE WALK: r 1" GALVANIZED STEEL CONDUIT TO J -BOX CONCRETE CURB SIDE VIEW TOP VIEW WALKWAY LIGHT FOUNDATION --- (4) DSMT- 07- S- 3- M- 4- G -MC3- DB -C GE DECASHEILD 400 LUMINAIRE O FIXED BASE ROUND TAPERED STEEL POLE 0 I COLOR - DARK BRONZE BOLT CIRCLE AND ANCHOR BOLT SIZE PER POLE MANUFACTURE LIGHT STANDARD DETAIL GROUND LEVEL t z w FILL AND COMPACT > O WITH NATIVE MATERIAL � U OOOI_._�CONDUIT TRENCH (EARTH) TYPICAL SAW -CUT REPLACE ASPHALT TO SAME DEPTH ASPHALT SURFACE R I "a- ANCHOR BOLTS :2w > _ U _ U 0000 0000 I I I I II III I I I II I I I � I �I II I I I II fi i I � I II I I 3' -0" SQUARE OR ROUND 6" MIN. CRUSHED SURFACING TOP COURSE COMPACT CRUSHED ROCK STREET LIGHT POLE FOUNDAMON DETAIL CONDUIT STRAP TEMPLATES EIGHT #7 BARS EVENLY SPACED #4 HOOPS AT 1' -0" CENTERS CALL TWO DAYS BEFORE YOU DIG 1- 800 - 424 -5555 BID SUBMITTAL � G � GARRY sTRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 200 Bellevue, WA 98005 -4446 Phone: (425) 519 -0300 Fax: (425) 519 -0309 E -mail: gsa @gsassoc- inc.com http: / /www.gsassoc- inc.com �4 o 0 r �� �, ba q�$ ll 19430 .s t EXPIRES 03/07/06 DATE: 9/05 ILLUMINATION DETAILS JEFFERSON COUNTY COURTHOUSE SITE AND LANDSCAPE IMPROVEMENTS C E —5 26 OF 26 SETS SCALE: N.T.S. DESIGN BY: PL DRAWN BY. LC M0IM BY. GN REVISIONS f /TOPOGRAPHIC SURVEY SANITARY MANHOLE 37 6" CLAY NE 100.64 IE A. L. T. A. 6" CLAY SW 100 .48 IE / 1p2 A portion of the NE 1/4 of the NW 1/4 of Section 11, Township 30 N., Range 1 W., W.M. 3 ' y °239• - \ City of Port Townsend, Jefferson County Washington - �s °''' lower pole transformer Surveyor's Notes: 1) The monument control shown for this site was accomplished by field traverse utilizing a Real Time Klnetic(RTK) and Static Global Positioning System(GPS) Linear and angular closure of the traverses meet the standards of WAC 332 - 130 -090. 2) Utilities other than those shown may exist on this site Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed May 6, 2004, the date of this field survey 4) Legal description provided by client. No additional research has been attempted. 5) Offset dimensions shown hereon are measured perpendicular to property lines. 6) It is not the intent of this survey to show easements or reservations which may effect this site. Basis of Bearing: True North. Based upon Global Positioning System (GPS) Federal Way, WA 98003 Lambert Grid Washington State North Zone coordinates. A s v Surveying convergence angle of 01 °26'25.31" counterclockwise was CHECKED BY N Larson applied at a punch mark in iron rod, incased at the JOB NAME 2201 intersection of Jefferson Street and Walker Street JOB NO 2201 The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 411388.272 / 1167856.223 at that point. The inverse of both the sea level correction factor of 0 999999822 and the grid scale factor of 0 999942260 was applied to the grid coordinates for shown ground distances. Vertical Datum: City of Port Townsend, listed North American Vertical Datum of 1988 (NAVO 88), but elevation is 3 4' lower than stated elevation It is likely a scriveners error and is actually National Geodetic Vertical Datum of 1929 (NGVO 29) . Benchmarks: Base: City of Port Townsend Benchmark, Identification No 33. Found punch in brass plug, incased, at the intersection of Walker Street and Jefferson Street. Elevation: 75.16 feet Site No. 1: Set PK nail near southeast corner of site +/- 0 7' northeast of angle point of flowline thickened edge, +/- 9.7' north of irrigation control box. Elevation: 91.93 feet Site No.2 Set PK nail near northwest corner of site. +/- 0.4' north of south edge of asphalt, Cass Street. +/- 9.2' west north west of center of catch basin. Elevation: 90.79 feet Description: Block 79 of the Plat of L.B. Hasting's First Addition to Port Townsend as per Volume No.1 of Plats, page 23, records of Jefferson County, Washington. Found punch in 2" hr disc, incased, at th intersection of Lawrence Street and Walker Street Q / GCaJ� 91, +OO p �6 °096• Legend 9 = Monument found. Visited May 5,2004 m = Sanitary sewer clean out (SSCO) 0 = Storm clean out (SCO) = Guy wire anchor (GWA) A - 1 e 9 - water va v Water meter (WM) QPower pole / 0zy . - . • •� // r q ,00 k ;• j¢o �+ee \\ \', p = Irrigation control box (ICB) • ��m ✓/5 aQ a 23 �^ 0 = Handicap access )� �, q1 ny - • . q1 6 / �. e� ;�0 2a ti oho¢ / / 9 9 \ �O`,F, \ 0 = Sign t� 1 - �Y." •q6? 9 Gf Qa.,1e Found punch in 2" brass disc, ..,,��°°� / =0,' 1 oy Q 9 +. incased. at the intersection of �3y _q3 96.— 6p• .l 9p1 // yy? 961 e$ Walker Street &Lawrence Street � q� \ p 9y 9y' S6 \ i "og • \ Garage //. 9 9y 3° 90 p6 91y 9193 SANITARY SEWER MANHOLE •9 ° 0 / @�eaY- - +•9 °° \ RIM LAY 91.70 N 1 9p0 9° ✓ 1,°p 6I CLAY NE 89.33 IE op yo3 - Q .qp6 y 9 P 6" CLAY SW 89.22 IE QPower pale / % gpee� 9p 10• •'`S\ 9pe y. 0 \ 0\ 90 / yp STORM DRAIN W/ - Cherry • y 3' X 3' GRATE trQ \e ye ^^•�� CATCH BASIN '� .'� 9\ e 0 .9p p •9p 8IMDUCTILLE IRON SE 93.00 IE RIM 91.28 2 / o' 9p2 - 12" DUCTILE IRON NW 93.28 'To ELBOW y+ ey •6a 1 q°jb �d\ ,� S 12" CONC SE 67.89 IE i f y\ oz 9 9 y. F 1 8" CONC NE 86.67 IE N °'qee S. CATCH BASIN- y - yo oya - p 9 • 12" CONC NW 87.93 IE ('\� 9 Je v\ RIM 90 61 \ 0 / - • 06 ' 8" CONC SW 88.66 IE r(na p Jai -12" CONC NE 88.68" I / py 9p4 Zy .': 1 •9y 6,1 \ +03 sue. ., (� �G g� 09,,12" CONC NW'88.59 IE /`/ 9p, 1 y1 ay �a 9e 9 6 \vX \ Concrete vault oP / 9p �. °Q Steps q _ y,� 0 �X Q¢a, o�ti • 4 `' e y6 \ 9y n0 9y'6 03 9y ee'� C ¢¢ 9 Power vault 1 a i 9 p2 ��:• - 60 �9,z s�, #� aQ 5 20,1 °�,¢� . 9'�" �r 610 y5\ YARD DRAIN e•aa .,� yz° 9y+ 11 �. °Q sy 'O.qy. V. - o. o p p 5 (' 0 9 0 P `r+ �a ,, 9 p2 9y: , 9- co Wheel s p 1. z, Sd p RIM 94.59 962 d a' 9y A e¢� e `ti 90 pz 01 F °e3 �O °dea .A¢5 a 9B o l l a r d ,9p 5 p 0 �6 9y qy " z ,�a�1,d �p ay `t\r y° qy +K `�' •+ \/ X909 1' �••P,p octir s qp ,o tyvmaii box s,6 -gee 9e° jz„ 45 Telephone junction box q,-6 ti 9y \ n•9z 01 - �9p 6allard �r¢¢"N 960 0 , •, 90 y1 P'et �a,1yy Hydrant .� .�°.✓ p %, 9� 9 y A .F Calculated monument position . 9, o - ,'� •� 45 etaining YARD DRAIN 9^ p1 m ✓ intersection of Walker Street _,� ° 0 yp Wall RIM 93 51 yy , 9 ,• �o�� 30 & Franklin Street. 91 c ^', o.✓, I" O 9y 9 9 �0 qp .pm -9p 69 0p. dL a oQe // 09y3• Retaining• YARD DRAIN 1 9y? o o �_ 09. o 2 wall RIM 93.22 qy- . p 9 cG o - '\ `' 0 96 9p ® ,93 s Power pole �9\ g6� \ 9 9399 . ,7 1 �.� 96 9 �C,¢ 9 Qwith luminare ✓ + ¢ r + S p +2/ oQ s0 Found punch brass plug, t q � � f o 5 9'' incased, at the intersection of L • \ 61 e- 9y f -'C- k �- 9p 93I '\ o✓ 93 eel �\ (, _, �' �` 96 �9yy ¢¢ Benton Street & Jefferson Street ✓\ yy'� �2 96 �i.\ \`.�� >\k\.`_) ` 963 •g63 /• 33 �°j 1° 5'C'OQ g2 g3 zq2 6� \9> 2 Q \ t,• \\�J * ` \r'� \, / 9 r'o Leo\ op �+ 9 \ Site Benchmark No 1 .9 9 \,- k (� r�� �• e,� qe 6 • 90,,00 93 Z yt. 92 Elevation 91.93 feet g9 2 9p. •`` C_, `' k \ (�, !l ,..I 91 9y p 9e 2 \9• Y1r¢¢ Calculated monument position , 's Cn t (� l . ( \� { tL 91 9 ° y 12 6ia y� y o .0 0 •9zz 9 \ P qp n r / /,9 Irrigation z 6 6 intersection of Cass Street & �S �•Retaaiging �P \ ��r� -� e 9 v / g Found #5 rebar with ree 9 Jefferson Street. TT 9 Hand g qp Monkey control box yellow cap stamped i g,y wal \ g3y 93 �$ N rail 1y 0p 4 6 Puzz e �F t A Wood PLS 23911" 22q \\ •Concrete &6 Yard drain Lan ing �) x rim 93.55 ° IN p+ • Po we •921 q6° 9y1 90_$ ° ••' po l eQ 93 3 6p 9 IN 30 S� 6D IN py N 3 Conc Retaining Wall 6 1+ 9y' 96 6 / auce at southeast corner' 1 9 / imp post 6 CB 90 qp 9s °9 / •9 zy s E f 10 9 ;o y ° 9y 21y ey / .90 9 °y ° •9y^ Flag Pole �, 090 �d S 39 E Power pole Concrete Pa 00y g 1 09 with luminare , y �+ 6 1r le 009 Q y e v \• p 9 Stone Monumentl6 z j ° 926 ° q2. gzp 0 � oJO�\ white 00 ' J i, 9+ \ • 9y IN 92' \\• '� ✓ \ ,e 1 e onkey �SCO 1 0 �x.� \ \ 1 0Q ANITARY SEWER MANHOLE �,� '�,,• \�• 9 9y 9y2 Puzz 9z °• Je \\\..s�0 / 3 RIM 90 43 (l \ ep •� \ OSSCO Han 9 �0 0+ ^ of \ o� z egg 6" CLAY SW 85.12 IE g1\ 0 9p0 �- rail ;� �n pe 1za a�� 00 6" CLAY NE 86 17 IE f • \` \ • • 9� \.eQ ° 01 , Kati e �i 6 /� • 00 Irrigation '1 I 5 0 06. 0 0? \N Faucet�ontral box ° d a ° 0600zF 060 / 91 .\ 0 " Power p•1 E 66 y d 66 +6 01 y3 91 � q 6S 30 � � y p /, ��-� -� \, �- •6 °y Single white 0y � 9 + ? ode ey / •y1 61 oy 5 \ 0e Found punch in brass \\ 0z6• 6\ \ / °p 00' y plug, incased, at the • 1 p " 0 p intersection of Lawrence / by ep y+ 63z 01y �V O Street and Benton Street •9,3 gz� 0,. / 0� Edge of asphalt Found punch in 2" brass X09 \ \ \'. disc, incased, at the •� / / 9 9,5 �=21�3 0 0y intersection Street andCass StreetCe \ ( .,�° ee� 6y 2' eo / Fa►ind # reti23911 h p9 ° 1. 6' o `'�� 011° 0 +11 ',,� RIM 082.6� yellow cap stamped 2� i ��G',�,�" 0p1 n0 "A Woad PLS 2corne a�`t southwest corner. '1 , 0'+ pale •.� .,y Q Q •� •� ewer ✓ \ •'� ez 9 z ° d GJ X65 \5 �+ 0:x.6 with luminare .� ✓. 9, •detain Ti9 ,9 y 00 wall Zr �39s ✓Z 0, a° 0 ° 5 ev+ ° G'^ co s� 9 19 ,J // `�� �✓ 9 �j Z ,9.10, 000° Power 9 2e is / v� pole Q vY6 whatel6 ?1 Held 0 °50 0 20 40 \ `rte / �9� o,s, A ✓P \36 0;2 100 ',1 °' Stop V. 180 Si 6ne O c. sm6• �iy pJ2 j i \ P ✓✓ 1' 02 �_ 11 0p � 1H z+ s 2 06 03 19 20 •N �6y Calculated monument position, °s 1 �. 6q 1 X10 d. 0 intersection of Cass Street e1 k 10'9 & Jefferson Street \ ¢ a e sui g' 06 1', d ed \ X029 ✓ • 1/ •� 9 / Found unch in brass 11 .A re �, /. 9 p Se\ 0ga o/0� o, he at the Street and Benton Street. <" 3 0 200 400 8� °y adg a 9 �0 \ 2 0$ Ng6 Scale: 1" S _ X00' Found punch in iron rod, incased, at the intersection of Jefferson Street and Walker Street. cr1� 50 1, STORM DRAINAGE MANHOLE 36 RIM 77 54 8" CONC NE 74.01 IE 8" CONC SW 74.16 IE 12" CONC NW 73.19 IE 8" CONC SE 73.13 IE 61e Found punch in iron rod, CATCH BASI incased, at the intersection y of Jefferson Street and RIM 75.81 1 Walker Street. 8" CONC NW 73.98 IE Benchmark Elevation: 75. 16 feet 11' y S1� 11 y 1 90 _ wh s to 16 33 SANITARY SEWER MANHOLE RIM 77.76 6" CLAY NE 74 57 IE 6" CLAY SW 74.47 IE a pole o Centre 33639 9th Avenue South Federal Way, WA 98003 F Pointe (253) 661 -1901 s v Surveying DRAWN BY D Woods CHECKED BY N Larson DATE May 20, 2004 JOB NAME 2201 SCALE I" = 20' JOB NO 2201 Scale: 1" _ 20' fNDE %DATA NE-NW 11, T30N., R1W., W.M. SURVEY FOR - Susan Black & Associates 1148 Northwest Leary Way Seattle, We 98107 JEFFERSON COUNTY, WASHINGTON SHEET 1 OF 1