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Home My WebLink AboutJefferson General Hospital 9408-12i 0 SITE PREPARATION FOR: 834 SHERIDAN STREET J KS ARCHITECTS P.C. KRAMER- GEHLEN ASSOCIATES, INC. INTERFACE ENGINEERING INC. DRAWING INDEX ARCHITECTURAL 1.0 TITLE SHEET / DRAWING INDEX 2.1 SITE PLAN 2.2 SITE DETAILS ELECTRICAL ESO SYMBOLS & ABBREVIATIONS LIST & DETAILS ES1,1 SITE PLAN & PARTIAL PLAN — HELIPAD AND NOTES CIVIL C -1 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN C -2 GRADING & DRAINAGE PLAN C -2,1 SITE PACKAGE GRADING CONCEPT C -3 DRAINAGE PROFILES & DETAILS C -4 SANITARY SEWER & WATER DISTRIBUTION SYSTEM C -5 SANITARY SEWER & WATER DETAILS 11 PORT TOWNSEND, WASHINGTON ° " ^ � � �,�lrzcl• V STATE Cf 44TIU. a ARCHITECTS (503) 227 5616 SPARLING ELECTRICAL ENGINEERS (206) 667 0555 ,{ STRUCTURAL ENGINEERS (206) 693 1621 MAP LTD CIVIL ENGINEERS (206) 692 5525_ MECHANICAL ENGINEERS (503) 659 6394 YA% y r 7, ti 9 L I d xy c (`� a > d 104"'' FUTURE BUILDING DATA VICINITY MAPI�H41, TYPE OF FACILITY: MEDICAL AREA COMPUTATIONS: 'SITE i?AGC'iCGE.ISSWE PORT TOWNSEND 'fit CODES: BUILDING: -------------------- ------ ---- -- --- --- ------ - - - - -- AREA (S.F.) - - - - --- % OF SITE /27,(4, . BUILDING CODE(S): UBC 1991ed, WAC, WASHINGTON BARRIER FREE, ADA LOWER F 22,557 - City of Port Townsend r` ZONING ORDINANCE; CITY OF PORT TOWNSEND WASHINGTON MAIN FLOOR AREA 22,415 RECEIVED - ------ - - -- -- - ---- --- --- - - ---- r LAND USE ZONE: P1, R1 TOTAL MAIN FLOOR (ENCLOSED) _______________ 62,170 15% TO SEQUIN 1994 s CONSTRUCTION TYPE(S): TYPE II — 1 HR (NEW),TYPE V (EXISTING) ( I -1, B -2 SECOND FLOOR AREA 20.162 Planning and Building Planning OCCUPANCY GROUP S): (LIST ALL OVER 10 %) ROOF FLOOR AREA ENCLOSED 670 Q / �� ( )----- ---- --- --- --- .. - G� 'e� FIRE SPRINKLER: FULLY jai NONE❑ PARTIAL ❑ 100 % TOTAL NEW BUILDING (ENCLOSED ____________65,804 NEW BUILDING V. TOTAL BUILDING (ENCLOSED) 105,559 PARKING: ----- ----- ------ - -- --- .:. .. .. - ... �`C� C��1 28,126 .. 1 ..;.;,. G "ies+ arcs utcwrecrs•PC NEW ROOF AREA ................. : ,.. STANDARD REQUIRED 105 STANDARD PROVIDED 143 TMum �o .. . TOTAL ROOF AREA --- ----- -- --- -- --- --------- - - - - °-- 73.550 ,> xA% COMPACT REQUIRED N A COMPACT PROVIDED N /A- pe+' >�- nRCw?ECs Fc'• HANDICAPPED REQUIRED 4 HANDICAPPED PROVIDED 6 LANDSCAPING: TOTAL REQUIRED 109 TOTAL PROVIDED 149 PLANTING AREA (ON SITE) 37,500 11% SMN WAT PARKING RATIO 1.5 SPACES /1000 S.F. GROSS FLOOR AREA. PEDESTRIAN AREA (ON SITE)______________________ 4,454 1% 7 •,.,, -, .. .. .... .. ❑ NOT APPLICABLE TOTAL LANDSCAPING AREA (ON SITE) __________ 44,094 PLANTING AREA (OFF SITE) 625 .: :: : :..:.• ..:-. N/A :. .. ••' .� DRANGHEET INDEX PEDESTRIAN AREA (OFF SITE) __________ _ _________ — :\ J. sh WIeet TOTAL LANDSCAPING AREA (OFF SITE) --- - - ---- NSA. 5heetNo,.:,,... - PAVING -------------------- ---- ---- ---- -- ---- ----- - - -- - -- 95,978 23% ... ..... ..... :.. TO POULSBO UNDEVELOPED AREA(S) (2.6 ACRES) 116,865 S.F. TOTAL SITE_________________ (8.2 ACRES) 359,216 S.F. RIGHT—OF—WAY ----------- ( ACRES) S. F. NOTE: BUILDING DATA MAY CHANGE DEPARTMENT. :OF, HEALTH PROJECT N0: 3896 i i d t A a Ld Lu V) 0 ENTRY DRIVE B rl THIS CLEVELAND GISE STREET EXISTING ENTRY DRIVE TO-REKtAft SHERIDAN STREET EXISTING VEGETATION ON GISE STREET TO REMAIN W SITE PLAN 0 1'.40' -0' Z EXISTING VEGETATION ON 7TH STREET TO REMAIN — SITE CONSTRUCTION ACCESS VIA 7TH STREET, COORDINATE WITH CITY OF PORT TOWNSEND. 1� 1w Lli r� lLn I- t\ F- 0 to I Z 0 r b: Z �1,r /j r Ulm kn �1 w Owner .JEFFERSON ,GENERAL -,H'=l 834 SHERIDAN STRET;°`'�F' PORT TOWNSEND, !BA VOW (206) 385 2240; SITE PACKAGE, YSalfri`' 4/27/34 J4 d. � .Y �y SITE PLAN LEGEND 6" CAST IN PLACE CONC. CURB. SEE�� TNESE 'DRANINC+AiIE THE' PROP6FtTY 6" CONC SLAB TQ WT REPRa0174 A °lli` "N!'F_4 .'a' ,..,3 YpiHF *' i/ O u GRAVEL BASE �;'Vo -0., )f �q 4 ALTERNATE N0. A; SUBSTITUTE 3" ASPHALT TREATED �so o D BASE IN LIEU OF GRAVEL BASE HEAVY DUTY ASPHALT TREATED BASE PALING SITE WLAN'~ HEAVY DUTY AC PAVING yolk, No GENERAL NOTES 1. SEE CIVIL DRAWINGS FOR CATCH BASIN LOCATIONS, GRADE ELEVATIONS AND UTILITIES LOCATIONS. „ 2. SEE ELECTRICAL FOR SITE LIGHTING ;u 3. FOR CONC CURBS AT GRAVEL BASE SEE T I �- 2.2 ; . PiA1tlSS10N Qi, r .I. � i 0 4 1 0 SMNr REGISTERED` RCHI T ECT SIsk�E" 1 STATE OF vADiJNGTO1? to I Z 0 r b: Z �1,r /j r Ulm kn �1 w Owner .JEFFERSON ,GENERAL -,H'=l 834 SHERIDAN STRET;°`'�F' PORT TOWNSEND, !BA VOW (206) 385 2240; SITE PACKAGE, YSalfri`' 4/27/34 J4 d. � .Y �y SITE PLAN LEGEND 6" CAST IN PLACE CONC. CURB. SEE�� TNESE 'DRANINC+AiIE THE' PROP6FtTY 6" CONC SLAB TQ WT REPRa0174 A °lli` "N!'F_4 .'a' ,..,3 YpiHF *' i/ O u GRAVEL BASE �;'Vo -0., )f �q 4 ALTERNATE N0. A; SUBSTITUTE 3" ASPHALT TREATED �so o D BASE IN LIEU OF GRAVEL BASE HEAVY DUTY ASPHALT TREATED BASE PALING SITE WLAN'~ HEAVY DUTY AC PAVING yolk, No GENERAL NOTES 1. SEE CIVIL DRAWINGS FOR CATCH BASIN LOCATIONS, GRADE ELEVATIONS AND UTILITIES LOCATIONS. „ 2. SEE ELECTRICAL FOR SITE LIGHTING ;u 3. FOR CONC CURBS AT GRAVEL BASE SEE T I �- 2.2 ; . PiA1tlSS10N Qi, Ln 0 SMNr C 0 tko _ (V) CL V I Ln , 0 M o 0 4 c""' • '° r f ry S. I to I Z 0 r b: Z �1,r /j r Ulm kn �1 w Owner .JEFFERSON ,GENERAL -,H'=l 834 SHERIDAN STRET;°`'�F' PORT TOWNSEND, !BA VOW (206) 385 2240; SITE PACKAGE, YSalfri`' 4/27/34 J4 d. � .Y �y SITE PLAN LEGEND 6" CAST IN PLACE CONC. CURB. SEE�� TNESE 'DRANINC+AiIE THE' PROP6FtTY 6" CONC SLAB TQ WT REPRa0174 A °lli` "N!'F_4 .'a' ,..,3 YpiHF *' i/ O u GRAVEL BASE �;'Vo -0., )f �q 4 ALTERNATE N0. A; SUBSTITUTE 3" ASPHALT TREATED �so o D BASE IN LIEU OF GRAVEL BASE HEAVY DUTY ASPHALT TREATED BASE PALING SITE WLAN'~ HEAVY DUTY AC PAVING yolk, No GENERAL NOTES 1. SEE CIVIL DRAWINGS FOR CATCH BASIN LOCATIONS, GRADE ELEVATIONS AND UTILITIES LOCATIONS. „ 2. SEE ELECTRICAL FOR SITE LIGHTING ;u 3. FOR CONC CURBS AT GRAVEL BASE SEE T I �- 2.2 ; . PiA1tlSS10N Qi, SMNr 1 Q !S to M CONCRETE CURB W/ LIGHT BROOM FINISH 1/2 "RADIUS TYP. CONST JOINT W/ TOOLED EDGE TOOLED EDGE AT SIM CONDITION SIDEWALK AT SIM CONDITION LANDSCAPING FUTURE A.C. PAVING ASPHALT TREATED BASE GRAVEL FILL UNDER ASPHALT TREATED BASE #4 BAR CONT. T&B CAST —IN —PLACE CONCRETE CURB 1 1 /2 " =1' -0" aa•_n" STRIPING , s� TYP. PARKING LOT STRIPING LAYOUT 2.27 ALTERNATE B rIl!`c nO nl•IC \ICInLICn lie VIII •, . .... . l 22 f 3/4 " -1 -D" / C/ yW Li �. FITTED ROCK r I SIDEWALK a C OF MIN 1' -0" THICK o t/1; CAST -IN -PLACE FUTURE LANDSCAPING PAC& iA CURB u °x as j� LL So �D SLOPE AS REQUIRED FOR RETAINING WALL cy - - = o Li D_ _ - CONC RAMP W/ o I of EXPANDED WIRE MESH io • .,: ,_ -. STAMP IN CONC 1z — PLACE ROCK ON FIRM UNDISTURBED Z" SOILS OR CONCRETE BASE WITH 18197 RAMP DOWNRAMP DOWN 5 N,LC, SLIGHT INCLINE TOWARD SLOPE N V -0" MIN EMBEDMENT CAST -IN -PLACE EN �- CURB i u LIGHT FIX URE, SEE ELECT CONCRET� RETAINING WALL 8 SLIP RESISTANT CON 22 RAMP STL PIPE GUARDRAIL CENTERED ON WALL. PAINT RAILING EO EO o 1 .n 1f' -11" 50' -0" BOLLARDS SEE 2 - #S x CONT T&B tot ROCKERY RETAINING WALL SECTION 2— 2 1 /4 " =1' -0" in 1 1/2- STL PIPE GUARDRAIL GALV, PAINTED 2" STL PIPE GUARDRAIL GALV, PAINTED (2) 1/4" x 2 1/4" PLATE BETWEEN 1" STL SPACER TSYEPE AT • OST CONDITION CAST -IN -PLACE CONIC WALL EAST ELEVATION 1 GUARDRAIL @ RAMP ALTERNATE B 2.2 j 1 /4 " =1' -0" 5' -6" RAMP AT SIDEWALK >> 1 CAST —IN —PLACE CON 2.2 1 1 1 /2 "= •' -0" CONCRETE WALK CONCRETE CURB W/ LIGHT BROOM FINISH 1/2-RADIUS TYP. CONST JOINT W/ TOOLED EDGE TOOLED EDGE AT SIM CONDITION SIDEWALK AT SIM CONDITION LANDSCAPING FUTURE A.C. PAVING GRAVEL BASE #4 BAR CONT. T&B • e: • 6"0 PAINTED STEEL PIPE, tO FILL W /CONC. & ROUND AT M .. TOP ;FINISH GRADE 47 -6 "4S x 4' -0" 4. CONC FOOTING G A• O44 -q . id 4 e ' BOLLARD 3/4 " =1' -0" 12' -0" 6' -0" 6' -0" 8' -0" 2' vi Z 1' b 1/4" x 2" PL BETWEEN STL SPACER GUARDRAIL POST (ALTERNATE B 3/8 " =1' -0" 1 1/2" GALV STL PIPE PAINTED I �- 2" GALV STL PIPE PAINTED ° C/ yW Li �. FITTED ROCK r I CRUSHED ROCK BACKFILL a C OF MIN 1' -0" THICK o t/1; WAMPAIL FUTURE LANDSCAPING PAC& iA b 2 tz zz SIM 181.97 181.97 °x as j� LL So �D SLOPE AS REQUIRED FOR W �•� cy - - = STABILITY DURING CONSTRUCTION fA ✓vQjy�+` _ - MINIMUM 6" 0 PERFORATED DRAIN PIPE WITH SUITABLE OUTLET TO BE INSTALLED, M io • .,: ,_ -. GRAVEL BACKFILL FOR DRAINS 1z — PLACE ROCK ON FIRM UNDISTURBED iv SOILS OR CONCRETE BASE WITH 18197 RAMP DOWNRAMP DOWN 5 i :II SLIGHT INCLINE TOWARD SLOPE N V -0" MIN EMBEDMENT 0 tot ROCKERY RETAINING WALL SECTION 2— 2 1 /4 " =1' -0" in 1 1/2- STL PIPE GUARDRAIL GALV, PAINTED 2" STL PIPE GUARDRAIL GALV, PAINTED (2) 1/4" x 2 1/4" PLATE BETWEEN 1" STL SPACER TSYEPE AT • OST CONDITION CAST -IN -PLACE CONIC WALL EAST ELEVATION 1 GUARDRAIL @ RAMP ALTERNATE B 2.2 j 1 /4 " =1' -0" 5' -6" RAMP AT SIDEWALK >> 1 CAST —IN —PLACE CON 2.2 1 1 1 /2 "= •' -0" CONCRETE WALK CONCRETE CURB W/ LIGHT BROOM FINISH 1/2-RADIUS TYP. CONST JOINT W/ TOOLED EDGE TOOLED EDGE AT SIM CONDITION SIDEWALK AT SIM CONDITION LANDSCAPING FUTURE A.C. PAVING GRAVEL BASE #4 BAR CONT. T&B • e: • 6"0 PAINTED STEEL PIPE, tO FILL W /CONC. & ROUND AT M .. TOP ;FINISH GRADE 47 -6 "4S x 4' -0" 4. CONC FOOTING G A• O44 -q . id 4 e ' BOLLARD 3/4 " =1' -0" 12' -0" 6' -0" 6' -0" 8' -0" 2' vi Z 1' b 1/4" x 2" PL BETWEEN STL SPACER GUARDRAIL POST (ALTERNATE B 3/8 " =1' -0" 1 1/2" GALV STL PIPE PAINTED I �- 2" GALV STL PIPE PAINTED ° 4' yW Li �. 6 os r I I I REMOVABLE BOLLARD a C OF o t/1; WAMPAIL PAC& iA b 2 tz zz SIM 181.97 181.97 j� 0�m W �•� fA ✓vQjy�+` M OWO•f JEFFERSON GENERAL- HOSPI[AFi "" rrr 0 1z PORT TOWN D, WA 443$8 w; "'• FRONT u SIM 18197 RAMP DOWNRAMP DOWN 5 i :II N 4q GG PH �INIAEH EN �- 3 IF i u LIGHT FIX URE, SEE ELECT CONCRET� RETAINING WALL 8 SLIP RESISTANT CON 22 RAMP STL PIPE GUARDRAIL CENTERED ON WALL. PAINT RAILING EO EO o 1 4 /27 /94�SSUE.=- 1f' -11" 50' -0" BOLLARDS SEE 2 - #S x CONT T&B 1. LIGHT FIXTURE BEYON - �rx i 19 DETAIL NOT USED 1z SEE ELECT 2.2 u I . I ' #5 ® 12" O.C. HORIZ f 0 0 ° I #5 0 16' O. C. VERT ° I. I I 0 �r o ' •j UTILITY TRANSFORMER PAD I o ; e 4" CONIC RAMP ° ' 0 _'r�°�' _ _ - _ ! Wl EXPANDED WIRE - - 1 12" 1 12" t2" I MESH STAMP IN CON 0 1 N TRANSFORMER PLAN 0 — CONCRETE CURB W/ LIGHT BROOM FINISH — #4 ® 16" O.C. EW — 2 - #4 x CONT —•-FINISH GRADE UTURE A.C. PAVING SPHALT TREATED ;ASE ® SIM CONDITION ;URB @ GRAVEL 12) EDGE AT TRANSFORMER SLAB 1 1/ " 1/4" 1 " 1/4" 1/4" x 2 1/4" GALV STL PLATE FASTENED TO TO STL SPACER 1" x 1 1/4" GALV STL SPACER WELD GALV STL PIPE TO PLATE NOTE: LOCATE POSTS 6' -0" O.C. 16 '%\ GUARDRAIL POST PLAN 2,2 DETAIL NOT USED 12" WIDE CAST -IN -PLACE CONC REATINING WALL SECTION AT RAMP (ALTERNATE B 1 1/2 " STL PIPE GUARDRAIL GALV, PAINTED 2" STL PIPE GUARDRAIL GALV, PAINTED LIGHT FIXTURE SEE ELECT 0 I iM FLOOD LIGH1 SEE ELECTRI D WGS 3' RADIUS A GUARDRAIL PERIMETER LIGHTS - SI ELECTRICAL PAINT PERIM BOUNDARY< CROSS WHIT' S -6" HIGH 0 PERIMETEI HELIPORT, S PAINT RED SYMBOL IN i CROSS AC PAVING CONC WALK W/ LIGHT 61 FINISH CAST PLACE WA CONIC WALL (2) 1/4" x 2 1/4" PLATE BETWEEN 1" STL SPACER TYP AT POST CONDITION SEE 1• 22 EAST ELEV @ GUARDRAIL (ALTERNATE B 1/4-=I'-O- 181 DETAIL NOT USED 2,2 1 20 DETAIL NOT USED 21 DETAIL NOT USED 22 DETAIL NOT USED 23 DETAIL NOT USED 2,2 2.2 2.2 2.2 .5' 50' -0" 5' 4' yW Li �. 6 os r I C OF o t/1; WAMPAIL PAC& iA b 2 tz zz SIM 181.97 181.97 j� W �•� fA ✓vQjy�+` OWO•f JEFFERSON GENERAL- HOSPI[AFi "" rrr wx v $34 SHERIDAN STREET PORT TOWN D, WA 443$8 w; "'• 18197 RAMP DOWNRAMP DOWN 5 i :II 4q GG PH �INIAEH EN �- i u LIGHT FIX URE, SEE ELECT CONCRET� RETAINING WALL 8 SLIP RESISTANT CON 22 RAMP STL PIPE GUARDRAIL CENTERED ON WALL. PAINT RAILING EO EO 4 /27 /94�SSUE.=- 1f' -11" 50' -0" 6' -1 z� i N,,,,ST,, ; i tt OD .1 .1 N N to cn C O CO o � 0 A N F L an - - tim N +� tfi R" V / 0 Cal LANDING RAMP '- aWHITE PAINT ON AC PAVING " 9 HELIPORT PLAN ALTERNATE B 2.2 1/16"=l'-O" 1 1/2 " STL PIPE GUARDRAIL .a{ GALV, PAINTED �K 2" STL PIPE , ;��., . • GUARDRAIL , GALV, PAINTED F(2) 1/4" x 2 1/4" PLATE m.n� BETWEEN 1" STL SPACER'° TYP AT OST CONDITION SEE u N10_ 0. to FINISH GRADE q W y F . t{II Y , t-�'d•' Yry ryM . 1 GUARDRAIL ELEVATION ALTERNATE B :4rr >; 2.2 1/4 " =1' -0" r I C OF o t/1; WAMPAIL PAC& iA b z� i N,,,,ST,, ; i tt OD .1 .1 N N to cn C O CO o � 0 A N F L an - - tim N +� tfi R" V / 0 Cal LANDING RAMP '- aWHITE PAINT ON AC PAVING " 9 HELIPORT PLAN ALTERNATE B 2.2 1/16"=l'-O" 1 1/2 " STL PIPE GUARDRAIL .a{ GALV, PAINTED �K 2" STL PIPE , ;��., . • GUARDRAIL , GALV, PAINTED F(2) 1/4" x 2 1/4" PLATE m.n� BETWEEN 1" STL SPACER'° TYP AT OST CONDITION SEE u N10_ 0. to FINISH GRADE q W y F . t{II Y , t-�'d•' Yry ryM . 1 GUARDRAIL ELEVATION ALTERNATE B :4rr >; 2.2 1/4 " =1' -0" o t/1; WfI W �•� fA ✓vQjy�+` OWO•f JEFFERSON GENERAL- HOSPI[AFi "" rrr wx v $34 SHERIDAN STREET PORT TOWN D, WA 443$8 w; "'• (206) 385 2200 "'�� , • ". r SITE .;,,.rc, 4 /27 /94�SSUE.=- �rx i 19 DETAIL NOT USED 2.2 U © 1994 ,KS AROHTECT$ PC THESE DRAVANDS ARE THE PROPER OF XS ARCMTECTS PC AND A9E TO 13E REPRODUCED -W ANY 1AANNER. • ... EXCEPT MATH THE PFOM MUM( PUNISSICN OF Jt1 ARC1•KM PC.. ,:tYSy'q SMN WAT'�'+ -- m -- RmM+1 W/ 93 -055 4/27 4fis} job No D••• �y SITE DETAILS i tw, TkM 24 DETAIL NOT USED ' l�� w DEPARTMENT QF .FiEALTN. PRQ:IECT N�` � i 'I 'I I, I I I, A c� Y d Z In a w I- V) v 3 CD 00 m Ln N % _y 00 n I 114- 0) CT u� SYMBOLS ABBREVIATIONS LIGHTING El--* LIGHTING STANDARD - FIXTURE(S), POLE & BASE AB LIGHT FIXTURE TYPE - SEE FIXTURE SCHEDULE SWITCH - SINGLE POLE SUBSCRIPTS o,b, etc., DENOTES CIRCUIT CONTROLLED �v SWITCH - LOW VOLTAGE SWITCH -WITH PILOT LIGHT EQUIPMENT PANEL - 208 VOLT SYSTEM PANEL - 480 VOLT SYSTEM do EQUIPMENT CONNECTION, E = EMERGENCY POWER MOTOR - 3 PHASE RECEPTACLES VY DUPLEX RECEPTACLE 120V, SINGLE PHASE CONTROL CP © ® DISCONNECT SWITCH CONTACTOR RELAY - CONTROL TYPE CIRCUITS —i'c -- RACEWAY CONCEALED IN CEILING OR WALL. HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE AG ABOVE GRADE UNLESS OTHERWISE NOTED. TWO WIRES PLUS GROUND WIRE RACEWAY ED5 H E LI P A D LIGHTING. IF NO HASH MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL. RO —0 INDICATES GROUND WIRE. AWG AMERICAN WIRE GAGE RACEWAY(S) UNDERGROUND IN DUCT BANK - - - - -- RACEWAY UNDERGROUND —0 RACEWAY UP CB CII%CUIT BREAKER RACEWAY DOWN —� RACEWAY STUB -UP �= HOME RUN TO PANEL OR LOCATION NOTED —2 CIRCUIT CONTINUATION 0 JUNCTION BOX PB PULL BOX -- - — EXISTING RACEWAY (IF HASH MARKS ARE SHOWN VOLT PULL NEW CONDUCTORS) T TELEPHONE SYSTEM RACEWAY —CATV— CABLE TV SYSTEM RACEWAY WIRE OR WATT GENERAL NOTES I N 1 it PRIMARY POWER RACEWAY BY � PUGET POWER 1 FLUSH J -BOX 1. COMPLY WITH NATIONAL ELECTRICAL CODE 1993 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL SITE PLAN FOR EXACT LIGHTING \� FIXTURE LOCATIONS. WORK DEFINITION FLAG NOTE QREVISION SYMBOL ED ELECTRICAL DETAIL SYMBOL i L______J EXISTING EQUIPMENT OR DEVICE X X X REMOVE EXISTING ELECTRICAL EQUIPMENT EXISTING WALLS CONDUIT AS REQ'D FINISHED GRADE OR PAVING —I I I —I b =I IE'', � I I i 11- I SELECTED BACKFILL MARKER TAPE CABLE TV RACEWAY _ SEE SITE PLAN FOR = SIZE. -III- COMMUNICATIONS 1— RACEWAY FOR FUTURE M.O.B. v 1 —I - I O O '- i -11 LEI TELEPHONE RACEWAY SEE l l l l l l 1=1 l l l l l l l I —� S EE.SITE PLAN FOR 18 *22— MINIMUM 1/2" MINIMUM SEPARATION PRIMARY COMMUNICATIONS FINISHED GRADE MARKER TAPE 1 24" MINIMUM #5 REBAR #4 REBAR =AT 36" O.C. ° ° . °. 10.0 5" DUCTS 0.- 7 -1/2" MINIMU ° , Q ED1 UTILITY & COMMUNCIATIONS TRENCH DETAIL ES1.1 NOT TO SCALE PERIMETER LIGHT EDGE OF HEUSTOP It SURFACE FLOODLIGHT � HP1 12" MAXIMUM I• ' D u D X/ D RIGID STEEL CONDUIT o A " CONNECT SUP FITTER DIRECT TO RIGID CONDUIT. D e D OF HEL w X � _Z a0 >� N 12" 18" MARKER TAPE L MINIMUM SEPARATION L-7 -1/2" MINIMUM 3 -1/2" COVER MINIMUM 2" COVER AT REBAR ED2 \ i r\I ES1 -V NOT TO SCALE CABLE TV RACEWAY SEE SITE PLAN FOR SIZE. COMMUNICATIONS O RACEWAY FOR FUTURE M.O.B. TELEPHONE RACEWAY SEE SITE PLAN FOR i SIZE. 2 -1/2" MINIMUM POLE (NIC) ORNAMENTAL BOLT COVER A GRADE DIMENSIONS AREA LIGHTING A = VARIES Q2 B = 48" C = 14" d �. s ..4. R FLAG NOTE: —C — \ BOLT CIRCLE DIAMETER SHALL BE 10 ". REVIEW WITH ENGINEER I WEEK PRIOR TO ANCHOR BOLT ROUGHIN. WHERE SUBJECT TO POSSIBLE VEHICULAR CONTACT TOP OF BASE SHALL BE 24" ABOVE GRADE. BID SHALL BE BASED ON 70% OF BASES HAVING THIS CONDITION. SLIGHT P 0 L ESI.V NOT TO SCALE NUT AND WASHER TO PLUMB POLE - NIC (TWO EACH PER ANCHOR BOLT) I" X I" CHAMFER TIGHTLY PACKED GROUT UNDER POLE BASE TO INSURE FULL CONTACT WITH FOOTING (PROVIDE WEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE RACEWAY 24" BELOW FINAL GRADE OR AS NOTED ON DRAWINGS (QUANTITY AS REQUIRED) SONOTUBE FORM (REMOVE) (4) 3/4 "x24 "x4" STANDARD GALVANIZED ANCHOR BOLT WITH HEX NUTS AND WASHERS. ANCHOR BOLT CIRCLE IS 10 ". USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE #6 REBAR TIES AT 9" O.C. #4 VERTICAL REBAR 3000 PSI CAST -IN -PLACE CONCRETE v - -- NOTE: 1. PROVIDE FLUSH J -BOX (CROUSE -HINDS WJBF STYLE) WHERE INDICATED FLAG NOTE: ON PLAN. 2. PROVIDE ALL REQUIRED FITTINGS FOR A COMPLETE INSTALLATION. li�::> EXTEND CONCRETE BASE TO ACCOMMODATE BOLLARD FIXTURE BASE PLATE AND ANCHOR BOLTS. BOLT PATTERN PER MANU- FACTURER'S REQUIREMENTS. BOLLARD FIXTURE TYPE "HP3" NUT AND WASHER TO PLUMB POLE (TWO EACH PER ANCHOR BOLT) D o: 3/4" X 3/4" CHAMFER E EXPOSED PORTION OF CONCRETE BASE S ") TO HAVE RUBBED SURFACE AND SHALL BE FORMED TO BE SQUARE WITH ALL EDGES CHAMFERED, RACEWAY 24" BELOW FINAL GRADE OR AS NOTED ON DRAWINGS (QUANTITY AS REQUIRED) ANCHOR BOLTS AS FURNISHED WITH FIXTURE OR AS SPECIFIED 3' -0" MIN. - SONOTUBE FORM (REMOVE) I' #3 REBAR TIES TYP. #3 VERTICAL REBAR PIECES (4 TOTAL) 12" 3000 PSI CAST -IN -PLACE CONCRETE COMPACT BACKFILL TO 95% NOTES: I. WHERE GRADE SLOPES GRADE LINE REPRESENTS LOWEST SIDE, ED6 BOLLARD BASE DETAIL ESI,I NOT TO SCALE ABBREVIATIONS ED4 H ELI P AD LIGHTING FIXTURE DETAIL ES1.1 NOT TO SCALE AG ABOVE GRADE R RACEWAY ED5 H E LI P A D LIGHTING. A, AMP AMPERE RO RACEWAY ONLY ES1.1 NOT TO SCALE AWG AMERICAN WIRE GAGE SPECS SPECIFICATIONS CKTS. CIRCUITS SW SWITCH CB CII%CUIT BREAKER SWBD SWITCHBOARD E, EXIST. EXISTING TELE TELEPHONE FBOIC FURNISHED BY OTHERS, TYP TYPICAL INOTALLED BY CONTRACTOR UG UNDERGROUND G. GND GROUND V VOLT GFR GROUND FAULT RECEPTACLE VP. VANDALPROOF J -BOX JUNCTION BOX W WIRE OR WATT MOB MODULAR OFFICE BUILDING WP WEATHERPROOF N NEUTRAL 0 PHASE NIC NCT IN CONTRACT PNL PANEL r� a O n Q O No 5 o+ Q W O N an CL Z .. W r L uz ..; ; Y F- O °'`' LW 0 Ce © _; Z pG < z Ln W p" r s= �. ~ to p v > L x�aw p JJ w JEFFERSON GENERAL HOSPITAL, k `I 834 SHERIOAN,STREET PORT TOWNSEND. WA ' 98364 (206) 385 220A'.`;. Revisions E s �•� - PIaGY++�+CoB'. IS�i,j�Er ry �.- , a 1993 JK$ ARCHITECTS PG',. „F> , �'•:�i.F §�l'� .. THESE DRAWINGS ARE THEPROP &RTX.::�, �;3 O'l m x_. OF MS ARCHITECTS PC, AND "ARE-" Q1' • : - •1 TO BE REPRODUCED IN ANY h1Ap1NE i; EXCEPT WITH iME.PRI4R PERMISSION -OF JKS ARCNITECTS'PC,r,' i r1 EOS /JGJ G$B /JG:!',` Checked BY,'' ,. [pawn BY APR. 27.:08 Loh Na Date"-t—, SYM. &ABBR F AND DETAIL i` -.kI EXPIRES 1 -14 -95 Sheet Na'" - SPAKLING hx+.trno p®oNS -- Co NICAl1oN WN&ILUMS ^..J rto ouv msMvu"lQlseioi ,R -.eUm OO - eu F.,c.s - F1%22064WG6� »eaa KEY PLAN � 1. °f 2 - DEPARTMENT OF HEALTH -PROJECT'N.Q, '` P HELIPAD FLAG NOTES: INTERCEPT EXISTING UG SITE LIGHTING RACEWAY AND CIRCUITRY AND EXTEND TO NEW LIGHT FIXTURE TYPE "HP3 ". ® PROVIDE HAND HOLE FLUSH WITH GRADE, CROUSE -HINDS WJBF STYLE WITH CHECKERED SIDEWALK COVER. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. w i' 1 I I 0 Q Y n n tt w no ouv[W: • Su 11oo LINES" Q j CL z HPt HP1 12 HP uj J GFR g a W R `P✓1F' P-3 i;Il I — I °' POWER Z'; 3 OLE O ' U) T i i o m (7) 834 SHERIDAN STREEF ::i�: = -•,_ PORT TOWNSEND, WA 98364 -- .J (206) 385 2200 ti N CO rn rn : { RevW*ns N a a Q 'i• /2l /9�F HELIPAD FLAG NOTES: INTERCEPT EXISTING UG SITE LIGHTING RACEWAY AND CIRCUITRY AND EXTEND TO NEW LIGHT FIXTURE TYPE "HP3 ". ® PROVIDE HAND HOLE FLUSH WITH GRADE, CROUSE -HINDS WJBF STYLE WITH CHECKERED SIDEWALK COVER. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. g 11 i' 1 I I 11 I g 11 P1 11 HPt 11 n n tt w no ouv[W: • Su 11oo LINES" HPt HP,1 j FA%205467-0656 i HPt HP1 12 HP uj g 11 GFR g W R `P✓1F' P-3 i;Il I — I I� TO EXISTING TRAILER PANEL, k #8s NN// C ORWAPOWER� CIRCUITS: 1 ( SEE SITE PLA ,.\ 1HIS SHT.; jj FOR CONTINUATI 1" R. 10's (UNLESS OTED OTHERWI.E) 1 I J C ,�J ED6 HP3 V /ED5 I EN 8 -(E) UG SITE LIGHTING 1 RACEWAY ,,& CIRCUITRY j 11 --- -- ------ --- -- - - -- -I 1 ----J--------------- --------- -------- SEE SITE PLAN 4, FOR CONTINUATION w PlaRTBAL 30TE G°PL1 AH HEL OPAD LAY z SCALE: 1"=20'—O" 3 C FLAG NOTES: (SITE PLAN) IG+ CAP 1" RACEWAY APPROXIMATELY 48" FROM POLE BASE FOR FUTURE EXTENSION. MARK REINSTALL EXISTING LIGHT FIXTURE AND BRACKET PREVIOUSLY REMOVED. CONTRACTOR SHALL LOCATION BY ATTACHING MARKING TAPE TO RACEWAY AND LEAVING TAIL ABOVE INCLUDE ALL COST FOR INSTALLATION. IF NECESSARY CONTRACTOR SHALL REMOVE AND "REINSTALL' '`'H GRADE. POLE TO ALLOW FOR INSTALLATION. © STUB AND CAP RACEWAYS AT BASE OF POLE UTILIZING RIGID STEEL ELBOWS. ® PROVIDE MULTI -POLE LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE FOR EXISTING BEACON CIRCUIT "J -13 ". INTERCEPT EXISTING CIRCUIT "J -13 ", ABOVE EXISTING PANEL AND 3::> TERMINATE DUCTBANK CONCRETE ENCASEMENT AT APPROXIMATELY THIS LOCATION. EXTEND TO CONTACTOR. EXTEND REBAR 12" BEYOND CONCRETE AND EXTEND RACEWAYS 6" BEYOND CONCRETE. EXTENSION OF DUCTBANK INTO BUILDING IS NOT IN CONTRACT. APPROXIMATE P PROVIDE TWO SWITCHES WITH PILOT LIGHTS INDICATING "ON" AT ER ENTRY NURSES STATION. s ELEVATION TO TOP OF DUCTBANK SHALL BE +160' AT THIS LOCATION. CONNECT PILOT LIGHT CIRCUIT TO CONTACTOR. COORDINATE EXACT LOCATION OF SWITCH WITH ARCHITECT /OWNER PRIOR TO ROUGH -IN. ® PROVIDE (2) 4" RACEWAYS TEMPORARILY INSTALLED BELOW GRADE FROM THE SECONDARY SWITCH "a" SHALL CONTROL CKTS. J -13 & TRAILER -133 (LABEL "BEACON & RAMP LTS "). CABLE SECTION OF THE UTILITY TRANSFORMER TO THE FUTURE TEMPORARY METERING SWITCH "b" SHALL CONTROL CKTS. TRAILER- 9b,11b & 13b (LABEL "HELIPAD & WIND SOCK LTS"). Ln ENCLOSURE LOCATION. PROVIDE 60" SQUARE CONCRETE PAD WITH RACEWAYS STUBBED AT N A LOCATION COORDINATED WITH PUGET POWER. CAP RACEWAYS. PROVIDE MULTI -POLE CONTACTORS IN NEMA 1 ENCLOSURES FOR LIGHTING CIRCUITS INDICATED. LOCATE IN CEILING SPACE ABOVE EXISTING PANEL "TRAILER ". TERMINATE #10 HOMERUN CAP 1" RACEWAY APPROXIMATELY 48" FROM ROADWAY EDGE FOR EXTENSION TO CONDUCTORS AND CONTINUE WITH #12 CONDUCTORS TO PANEL VIA CONTACTORS. EXTEND CONTROL 0 FUTURE EXTERIOR SIGNAGE. MARK LOCATION BY ATTACHING MARKING TAPE TO WIRING TO NEW LIGHT SWITCHES WITH PILOT LIGHT AT ER ENTRY NURSES STATION. 4) RACEWAY AND LEAVING TAIL ABOVE GRADE. VERIFY EXACT STUB -OUT LOCATION V 0 WITH ARCHITECT PRIOR TO ROUGH -IN. 1 © REMOVE EXI _nNC� LIGHT FIXTURE, POLE, AND BASE. MAINTAIN CIRCUI CON NUITY THROUGHOUT. C Q ' CAREFULLY EM VE POLE MOUNTED LUMIN IRE FIR RELOCATION (SEE NOTE ). M `` I CISE STREET rL 4 VAW.:sws • i rv_a __ N _111 M IvIXY✓•Y. 4 a __ 9 +, i S 1 l 1 r I ' � I 1 � \ b W _ I I k ; /4 "R.O. =3/4 „R o -3 1 -------- - - - - -- - --- ------- - - - - --F —� —�- I I % I ADJACENT OWNERS' I � I w PROPERTY LINE 1 "R �- -3/4 R.O. I 1. R.O. I I 9 I - - - -- ------ - -� - -- - - -- --------- - - - - -- " SIMILAR>E” - - - I - - - REMOVE EXISTING x_ - -X—r a j 1 HELIPAD FLOOD LTS. L �� 1 R.0_7- (2) 4" R.O. FOR NEW REMOVE EXISTING CKT. __________ _______ -_ TELEPHONE CABLE ' EN -8, CONDUCTORS NEW UNDERGROUND ' & RACEWAY TO TIM£= DUCT BANK �-- ____ ' 1 FUTURE CONTROC� AND PANEL FUTURE I 1 BUILDING �% MAIN SWBD I OUTLINE UTILITY LL J TRANSFORMER - LL ()2" R.O. FOR I I 1 B EXISTING METERING '�� EW CABLE j 1 ENCLOSURE AND MAIN \ TV SERVICE I 1 i , I /� BREAKERS 3 \ \\ _ EXISTI UTILITY "J, x ` =Ja ' , UTURE -- - - - - --- ; —I —_ r--- ---- _ = 7543 O EXISTING VAULT a ED2j -- TRAILER PANEL , —� CAT-D 1 - - - - -- ES ' RELO E ® FUTURE FEEDERS BREAKERS `-- Ti --`T =_ ________', D L r�q C b - - - -- (N.I.C.) C - - - - -- EXIST. "ELB" PANEL (EMERG.) U s � � 1 LINE VOLTAGE � EXISTING , I CONTROL RING ' NIL. "LB "� I (E) AHU -1 +w a »:. mm...z • »na•...v+J.0 — - — r 111 EXISTING UTILITY � T_ � _�T{ o ;' SERVING LAB. T POWER �� 1 -1/4" R.-s I i`i E 'I S1 TI N �� H J SP TA GENERATOR KW - - - - -- ---- - - - - -- - - - - -- ------ - - - - -- - - - - -- I F L E V 177.00' PARTIAL SITE r� rr PLAN, THIS $ 1 ' 13/4 "R I ' EXIST. "ER" PANEL (EMERG ) CLEVELAND STREET _ 1 � � EXIST "EN" PANEL (NORMAL) E•(E) PANEL "A" G , 12 L_I I - - - 1 I` LJ(E) EN-_ .10 a ab -�—� (E) PANEL „J„ Y ER a ALTERNATE E: I �� + I I I ENTRRY 12 ADD HELIP -RT, RAMP, 'r�� AND PARK N6 I 6 I I f I(E)AHU -2 I AREA SEE DRAWINGS E.R I r ^� II FOR EXTENT OF WORK SERVING •� C 8 �} rOUN 1 Y EXISTING HOSPITAL / i BUILDING TION X I (E) SIGN LTG, RUN IN EXISTING C ILING PAN E �I'M[ _ O ACE,_ VERIFY RO TING. 1 ' \� \ SEE ELI I \��j i13b T. EN -8' PLAN THIS HP2i 7 \ ' ,/,KT. EN1__ -7 /� I �% p ,I 1 'I EXISTING ' I SWBD'S ;\ (E) UG SITE LIGHTING \ \ % / `1 _, 1, EXIST t0 �1 RACEWAY &CIRCUITRY I ` / / / IU' EXISTING 75KW U.G. ALIT SE VICE / 1 (E) SI GENERATOR 1 KT. EN -1 II� \ �% 1 � T I EXISTING 250KW + G NERATOR + r r r r r r r ,.w�wwaw,w„rr r r HOSPITAL'S PROVIDE POLE BASE, I OVER EAD PROPERTY LINE SEE DETAIL ED3, ' UNTO' BUILOLYR a SERVI SHEET ES0. We F li'F,L,�) - - SHERIDAN c TREET - - -- PROPERTY LINE FULL JAZ)t, :AL SEE DETAIL ON SHT. ESO. 1-R . 1 1 5 ----- - - - - -- -- ED1 1 } I E 0 -4\ - NEW UTILITY SPLICE VAULT 2 1 "R.O. II 1 "y 4" R.O. CAPPED & FLAGG D FOR FUTURE COMMUNICA NS CABLING TO M.O.B. ROVIDE PAD FOR UTURE TEMPORARY 1 OCATION OF EXISTING 1 T & METER ENCLOSURE. TILITY TRANSFORMER PUGET -POWER REFER 0 SPECIFICATIONH� 1 � 1 La ONE PLAN of z SCALE: 1"=40'—O" I i i J 1 I I 11 i `I C \ 1 i 1 1 h LIJ I L•� SPAKLING Ll6rma o�ao "e ca+wumc iom cc"6utn no ouv[W: • Su 11oo LINES" SFA n w "101 -1653 W Q FA%205467-0656 PH 20&607-0655 V��, Ln HOSPITAL'S PROPER TY—LINEI o :' EXISTIlt G OVERH D UTILITY LINES" W Q PROPERTY LINE ILA uj ;, EXISTING' °' POWER Z'; OLE ' T i 4 JEFFERSON GENERAL HOSPITAL .' t EXISTIlt G OVERH D UTILITY LINES" W Q PROPERTY LINE -5-1 Go p uj EXISTING' °' POWER Z'; OLE z z HOSPITALS. cc D PROPERTY LINE COUNTY BUILDINGS & HOSPITAL'S W Q PROPERTY LINE -5-1 Go p uj COUNTY BUILDINGS & HOSPITAL'S W Q PROPERTY LINE -5-1 Go p Owner JEFFERSON GENERAL HOSPITAL .' t 834 SHERIDAN STREEF ::i�: = -•,_ PORT TOWNSEND, WA 98364 -- t1•.;;tSi (206) 385 2200 : { RevW*ns 'i• /2l /9�F � * :1 I - - G 1993 *',S ARCHITECTS PC THESE DPAWNGS ARE THE PROPERTY, COUNTY BUILDINGS 0, JKS ART.HITECTS PC, AND ARE NOT - TO BE REPRODUCED 'N ANY MANNER, & HOSPITALS EXCEPT WITH TIE MCR WMTTEN PERMISSION OF ,ICS ARC,NRECTS PO." I PROPERTY LINE ?: EOS /JGJ GSB /JGJ Drawn By Checked By, . , I APR.27,199•' Job Na Date #s SITE & HEL1 _ ya "" PAD PLANS: ry e Sheet Title Sheet Na •yiy4; \ -1 4u'r / .. ........ . .. ... t_W 1, •� KEY PLAN 2 Of 2- ^'� ' DEPARTMENT OF HEALTH PR'61EOT N ' I � A a I i I II I a I le 7,9 i_, , • ar'rjry All x� \ , •I: cy I 1 C� S �,y,.i a .' Z �.w• 111 +td 4+ X • a a a O TH s rR�L r UWL`•� ---�- --t- .___ -- - WR �---�� _�.__T SWR -_ -�_ -_ ___ __` SWR - -="'-- R SWR _SWR __ -_ SWR -- SWR SWR _ - - --- - -___ _' - - ---_- SWfi•. =-=_dJ SWR lJ . _ �`! JI.. �,.J� . i . y .'i • _ -_�' • a -� t , Srw / •.I F. .. :• `T - •,� - -� • • • - • .- NR SWR X ( X F- -♦, ---- _ -__ ____ -�.__ - �r --- - I BEOUENCE OF CONTROL NEIIBOREB 1. Filter fence barriers shall be constructed at points of basin discharge in approximate locations shown on plan. �q.' :I \ ( �i /-- ''•�•� .• ! 4E "' • !, It 0. fir' �.l I 1 11 iR BM IT , FoP I '•::'��•�� - I ��'� ♦ ,�.• .. // I I °• ,.- �'•^ --•L' - TOWNSEND 1 / •I __ , . �+�� • 2. Silt ion basins shall be constructed to size indicated .i�QRT :,: '.I i ` • y�+ •.t -I _ �i •A s y0 li I MEDICAL OFFICES `` xi ,� / I 1 on plans. 7. Runoff interception ditches shall be constructed along ` II•:; ...I• I : , ,• � %' � O . • the lower side of basins as shown on plans. f �•^. � i /'��•d ` • � s' a - I < �= • . - __- - CLEARING LIMITS 'C iP.) 4. Temporary hydroseeding or other stabilization measures shall be provided on all disturbed areas as required. T! r • ( Ferry Wri r; �' BN % • ": • ' tT =� 5. Site clearing and grading may proceed following installation of above Items. 'r Ie}, �/ / s ,; y : k C O ' I I PROVIDE. TEMPORARY I oG RIP- RAP CHECK DAMS IN ! m° 6. All siltation barriers and basins shall be maintained to �J .' .. ��,y SITE I / i 00 ' ` 2 L. / i J • 51LTAT1 N Z O CONTROL x D1TCH Q 50' • • provide the required protection. is / �- / $• n _ I / - -�`�� -- - - i-- - - - --= --- - - - -" 7. Barriers may not be removed until construction and final site stabilization is in place and �I / , 41, 1__L._ ` ,- j _ _ _ _ functional FILTER STRUCTURE MAINTENANCE -� -� + / _ -_ I \ : - ' • // • �, b f = I ir'f . . V I LA T _ _ _ 1. Filter fence barriers shall be inspected immediately o - pRT f Pow, M.11 / e • A • • after rainfall and at least daily during prolonged YFeeer J • 1 � I I n / ( I ' J ±740 LF SILT FENCE (Ti PER pIETAl1 THIS SNEE -f rainfallch 2. Close attention shall be paid to the repair of damaged fences, end runs, and undercuttin beneath fences. g VICINITY MAP• try 'C.: -, , �� •'• "� T7je+� CV -� � LI. ' I o MEDICA IFFICES (PORT 5) \I � 3. Necessary repairs to barriers or replacement of fences shall be accomplished promptly. �0.10,-T 3Ot�1�IR.IWI W. WI. , . �''� -�� = , %.D ii I I I I I I I I 1 �` FF='XB 59 FF -, 9' '�-� / I \• - -- .- -- - _ 4. Sediment deposits should be removed after each rainfall. They must be removed when the level of deposition reaches approximately one -half the height of the CIENK&AL StIttl lu ,s oo--- barrier. barrier . I INTENDED 0 OUTLINE O SEDIMENTATION ' - - - - - - - - _ • JG/ = S_�T TR"_E-- FI - • • • . 5 y sediment deposits isel n a a fter t filterfence bar eris no lon erre uired shall he MEASURES PROPOSED FFEINI• SEDIMENTATION MEASURES 5 ALL REAINN EFFECT FROM INITIAL D $TM � z ,f - p � dressed to conform to grade, p re seeded. SITE CLEARING UNTIL FINAL 3I TC STABILIZATION __ 5�1�M - � p UPC / UPC „- t;�pt,i I NI LEF SEDIMENTATION TAD I TER TR ECTURES AND EROSION CONTROL ED ' � I pG - I \� S� �� Z.Zi N WHE HAIR ,•( RAM TIP) - ] •\ y � �__ ,. _ �L`�"" 1 TEMPORARY /PERMANENT HYDROSEEDINC For all area! indicated t0 be seeded and all areal DE CONSTRUCTION VP TO ANU INCLUDING FINAL SITE STABILIZATION. J. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION As PRESCRIBED ON THE PLANS SMALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. I^- ❑ Z -� 5 i I X j disturbed during construction, hyd COlNd the following 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED Q , N q _ _ . m • ' '' • Z I I __ _ ��I-- -��II - _ �! wildflower feed per acre: TO BE MINIMUM REQUIREMENTS To MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND /OR AS SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL. FACILITIES MAY BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE SITE. - _ - 0 5 lb. Achillea mLllefolium /Yarrow SMALL BE THE OBLIGATION AND D RESPONSIBILITY OF THE PERMIITTEE TO 1P '! \ 1 r ` 4.0 145. CoreO !ls lanCaoleta /Lanceleaf COreO }1} p p ADDRESS ANY NEW CONDITIONS THAT AY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS SHOWN, As MAY BE NEEDED TO PROTECT ADJACENT RECEIVrl LAY y �t� I j T J, Y. /' /{ L_ \ \ SILTATION CONTROL DITCH (SSE DE AIL) �' (PLACE AS REaIii D DURING GRADINCq i' - ACTIVITIES TO CONVEY RUNOF'1=% -' 5.0 lbs. Cosmos bipinnatu9 /Cosmos 0.5 lb. Papaver rhoea!/Flander} poppy 2.0 lbs. Centaurea cyanus /Cornflower DRAINAGE SYSTEM. ADDITIONALAMEASURES ALSO BEEREQUIRED B THE CITY INSPECTOR, AND/OR THE PROJECT ENGINEER. 5. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL AND MINIMIZE _ 6. E THE MPERVIOUS SURFACES (ROOFS, STREETS, DRIVEWAYS, ETC.) F (�' /J •I• \ (' I__ _ 0 S 14. Papaver nud scale /Iceland poppy TO THE COMPLETED DRAINAGE SYSTEM FOR EACH PHASE OF THE PROTECT I I I� � 15 0 lbs. ur commutae ewn s fescue" Festca ruba t Ch i / AS SOON As POSSIBLE. .�, / g 15 0 lbs. Festuca ovina /Sheep fescue 7. THE CONTRACTOR SHALL ASSURE THAT NO CONCRETE OR CONCRETE BY- PRODUCTS ENTER THE STORM DRAINAGE SYSTEM OR NATURAL STREAK COURSES. •. -.- � - CONCi"WALI_ I \ `' .' •. * _ I Y. I PROVIDE STRAW BALE CHECK I y DAMS AS__NECES K'P All Seed 981 X B RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS AT PROTECT COMPLETION. - WATER MH -- - - ---J ; I L_ 'I, minimum pure and minimum 901 germination. 9 GRAVEL ENTRANCE HATS MAY BE REQUIRED AS ILLUSTRATED ON THE 10 CONTR ACTOR TO REFER TO GRAD046k DRAIIJACaE PLAN C-2-ii FlKi UTC O _�i � � a 1. _ 'FILTER FABRIC SILT FENCE (SEE DETAIL) (5"EET FOR CaRt0E5 �A i, - D : I I wdn Grate rate -0 © \ z c! -EAST STACK �' `AA w I ��ii!! I CONIC PAD FIRgt'ANE A t p �' -, _ ': I _ G1 , ' - -- - X90 LF SILT NTRA T OVIDE FENCE (Ti a��"�� Slak}S WOODEN IIND O a TA 1111�� r.J - - WALK I E I `i $� -- (- -� �• ., '11 IF NEEDED `MULCH /HYD OSEED / S BIOFILTRA 1ION ALL F_ A POS D 5LOPES ;E FENCING FOR TO PROTECT �EPo�� °` SWALE 5RT •` / CtiY+ / -'� A. 5.A P• AFT R /f I K / L TC STAIRS A PAD CON ST RUC ICON O I I Z °•+ ¢°ck - - • STARS- 'yr` SLOPE 15 f Flow CTYP- 4 LO it � Fabric STAkES� W Z _ v 1 II '" "-" II �• I 15000 O O0o % / -, j ROCK I 1 I I 1� -- �' CHECK DAM RUNOFF NOSCALE wrtNZEOU.nENT FILTER FABRIC / WATER /wAED ven�RAVE -� 7 try ,/ F1l L, i Eft EO wPTkR Z Z Z Z FF =177 1 OB I 7 _ __• -__ �� - O Z �/ PjI1RIED FILTER FADRIG� \ • \\\ \ I \ Q / I` I �, J / �'J' CLEARING LIMITS i • INLET 13l Lo (TYP.) I AND DARRIERS TO l CC`NZTRUGTEDON ALL CAri / AFTER THE PKAINAGE S`/STEM IS I,4,TA it SHALL DE MAINTAINED UNTIL PAYEMIl hj yfI N UwL - - \� ^ \� I I•'I '� EXISTING VEGET/]TIOt\1 IN THE R /O /W OF % CONTRACTOR MAY POKE HOLES IN CATCH O W O 1 �• •• FF=177 U7 I / ( i � � G15E TO REMAIN EX ENT POSSIBLE BASIN TO THE MAXIA/IUM S INSIDE. I I SUBGRADE. TO /AND /OR TILT FRAME /GRATE INLET BARRIER TO KEEP FROM SATURATING PRIOR THE FINGL ASPHALT LIFT F=• Q W , p FF =176 96 , LIMITS / ESS TOPSOIL EXC I _ I ' POND BOTTOM I gL. =1320 I MAY FILTER I I UTI ILIZE PROPOSED FABRIC FENCE INLET BARRIER N T S - -- °° • \� ' IN 7F5 AREA SHALL BE COVERED WITH S I ; NTL FACILITIES I FOR EROSION AS NECESSR I I / / OWePLACED JEFFERSON GENERAL HOSPITAL'' _ __�f rn z> `• / V ISOUEE N1 AND ADEQUATELY ANCI-IOFiE TO STOCKPILE -TO PREVENT EROSION, r I; P U R I CONSTRUCTION I 1� UTILIZE CEi 15 TO II I I T 834 SHERIDAN STREET PORT TOWNSEND, WA 98368 (206) 385 2200 3 i �_ i /GRAVEL DIRECT 5URFAC I I Revisions • �� _ A �� l EXISTING TRNMCE MAT / (TYPICAL- - WATER TO DETENTION POND q 4/ �- LOCATI ONS I 1 STONE ALTAR / v / !' AFTER COM Pi N �'�3+ - -� , I 1= FILL SLOPE J' (SEE FILTER Fog I I / , \\ / 517E PACKAGE. ISSUE 'D • • • -.__.J . __ __ �� INLET BARRIER O T 1 P Uyl b NOT N S TE PAG G-I KG E_ 165U E - - -- __ w __ __ _ - - - - -- - _..c� -- - �UV0. - me F II, swa SWR - - -- o �W - -- - - _ - - -- - - F- - - -- -- -;r - -- - - - - -, - n - - - - ,�Q. 1 SWR µ ,� SWR SWR -- z--swR _� �_ -_ -� __ __ `SWR __ L.� �_ - -- --I-- �'Aa = -___ �_ �_ �__ �_ �_ _- -_ __WRY /-- �WP- --� - '� -1! __•'M�- - -_ -q�. �1�' ��- �- __ _._ __ __ __ �._ _._ II / LEGEND (FOR EXISTING TOPOGRAPHY ONLY) /4P'" s *70 LF SILT FENCE �' (TYP) *70 LF SILT FENCE (Ti / © 1994 JKS ARCHITECTS PQ THESE DRAWINGS ARE THE PROPERTY' OF IKS ARCHITECTS PC AND ARE NOT • : ' /,prp i �•` �i FIRE HYDRANT 3,D* CHICKEN WIRE FABRIC 4 /,i TO BE REPRODUCED IN ANY MANNER;• EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF JKS ARCHITECTS • POI. % WATER VALVE % - ® WATER METER O DRAIN MANHOLE R•23 36` FILTER FABRIC S• STEEL FE(eCE (MIRAFI ■ IOOOR EQUAL) /r NOTE �;` CONTROCSOR TO REFER TO GRADING • DRAINOGE PF /i KPF ;- Drawn By Checked Byy - u'mH+ AY` POST OR 4.5 WOOD N PL4N (SHEET C-2) FOR FINAL GRADES. ❑ CATCH BASIN POST 7'OC O SANITARY SEWER MANHOLE 4•- B'OuAnYSDMe - 3925.(62 4 /��q¢' °? =;!T 0 SANITARY SEWER CLEANOUT jz LIGHT STANDARD Peer" Fan VA01hd yp4WEyeSS ARq 6' MIN. I I /2� WASHED ROCK TLAID BALE WARD / M _ Job No. Date, TRAFFIC SIGN 0 MAILBOX GRAVEL ENTRANCE MAT PREVIOUSLY FLOW -_- Cw j rt �" THE CONTOUR ON TEMPORARY EROSION AND ^ e - ` UTILITY POLE N Fri"' /N�/ _ T NATURAL GROUND '? " %% LN TEMPORARY, EROSION .- AiUt,, -� cur ANCHOR Z% s, AMAIN. q „�- \ a A'ki f LV2'TO z` SEDIMENTATION C NTR LBP SEDIMENTATION GONTROLL L` B.r T IN y..�L,��, IN GROUND G,� Sheet Tffte � TELEPHONE RISER TRANSFORMER PAD - k�•raAlyL Sheet No.' P POWER VAULT ❑ 5i _- TAT1ON C.ONTFZ D FTC," L TYPICAL STRAW SILTATION FENCE DETAIL BALE SILTATION BARRIER PD.EIM- W.9119 E+outmeardKA 6IIve rdala, ylaaMngton 963@3 - _- '�, FOUND MONUMENT - X �-- FENCE LINE GRAPHIC SCALD NTS NOT TO SCALE NOT TO SCALE NOTE' ADDITIONAL STRAW BALE SILTATION BARRIERS TO BE INSTALLED AS NEEDED DURING CONSTRUCTION 611v(206) 692- 5S25eEM�a4t14 (2061 b62�5674 PaKrzm6J6�.msga uPC UNDERGROUND POWER CABLE' urc UNDERGROUND TELEPHONE CABLE BENCHMARK : FOUND CONC. MON. 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Q 4oi. °t 0 c [ 0 � O p t O 00 -OO O p 0 0 6 -0y, , p 0. ° a 0 '7 o °�o 0 P0,D 0 0 00 0 0 0 P0 a O 0Q p?c ,C e ° 0 o$ p%o A ,94 3 .£.45.00 N 0 C dQ o 0 oQ' 0 p 0 O 0 0.0 0 0 1 r o . 00 °OIOOO 'Y� O �.e'o 7.0 O Y 0 -►.. p O0C a0a O 0a u Dp °O OD r 1� 1 1w r �f o 9 ®a0 0 o o 0 au W r _ OT BUILDING ADDITION FO - I FODTPRINT. BUILDING NOT W 1 1 IN CONTRACT c L p1 m Sc Ofi • ,9L,4S.00 N r F— - —- — — - —�— 7 EXISTING HOSPITAL EXISTING ENTRY DRIVE F.F. ELE ' 177.00■ CLEVELAND STREET 1 ------ - - - - -- 1940 i EN7RY 1 1 1 1 t 1 0) 1 1 1 ' I 1 w 1 1 N RAMP ROM 0 - -- -- m �+ la HOSPITAL'S & COUNTY BUILDING'S PROPERTY LINE ,fiS'OfiZ 3 ,Z L,bS.QO N EXISTING ENTRY DRIVE - - -� - - - - - - -- - - - - - -- - - TO REMA -- - - - - SHERIDAN STREET 051 v. 1 l —9. "MUSK 11F., 11 40 0 20 b so ( IN FM> 1 inch = 40 ft. _ IT r iq kay I �� I••• , t �• ,F few- '� . � 1" ' i� . A .. _. _ r_ 1. t'• ' . - w r Y4 VICINITY MAP SECT.- 10, T. 30 N., R. 1 W•, W.M. NOTE: FINISH GRADE CONTOURS TRANSPOSED FROM SHEET C -2 INTENDED TO ILLUSTRATE SITE PACKAGE GRADING CONCEPTS TO BE PERFORMED BY THE SITE WORK CONTRACTOR AT THE NORTHEAST AND SOUTH ENDS OF THE PROPOSED BUILDING FOOTPRINT. SITEWORK GRADES IN ALL PARKING AREAS SHOWN HEREON ARE AS FOLLOWS: HEAVY DUTY PAVING AREA - 3" LOWER THAN FINISH GRADE CONTOURS SHOWN LIGHT DUTY PAVING AREA - 2" LOWER THAN FINISH GRADE CONTOURS SHOWN GRAVEL BASE ROAD AREA - 2" LOWER THAN FINISH GRADE CONTOURS SHOWN 1 - - -- 6" CAST IN PLACE CONC CURB, SEE 2.2 (SHEET A -2.1 GOVERNS OVER THIS SHEET) ;0 ,p °p °g GRAVEL BASE PER SPECIFICATIONS 4<o °d� a % a HEAVY DUTY ASPHALT TREATED BASE PAVING PER SPECIFICATIONS LIGHT DUTY ASPHALT TREATED BASE PAVING PER SPECIFICATIONS `i p v A„ d. '•i n, q a. t -saj`I inn* It 0 r� � .r. ,,a W 15. n ,z� ?xg v w ' 61f1 .,: ,,.yt•s'• ': ty T+- � 0 ,�'` ltj i JEFFERSON GENERAL HORN �' Ik- . PORT HCOWNDSD�WA. `} (208) 385 22. 04/27/94 1%7E 1?'W -",Ijj ' lk- 0 �1994 193 ARCMOTT♦;.C�i$ •¢?'A�'� lia -ANN SITE PACKAGE GRADING G N CEP CS T 814ri►di1! i1a .. -'C�r) .:_ x . i i 54 s. a �-�� - r { ' 'Al ?f t ai NO. DATE DESCRIPTION BY , t U G Q `9 Q_ Li & COUNTY BUILDING'S 1 PROPERTY LINE ' I � z % � COUNTY UB ILDIN°' 3 2,49.00 N f- PROPERTY LINE \ ' O \\ HOSPITAL'S z PROPERTY LINE CONCRETE SLAB W i FOR TRANSFORMER 1 I I 1 1 �t1 J I j � J ' 1 � L 1 i —9. "MUSK 11F., 11 40 0 20 b so ( IN FM> 1 inch = 40 ft. _ IT r iq kay I �� I••• , t �• ,F few- '� . � 1" ' i� . A .. _. _ r_ 1. t'• ' . - w r Y4 VICINITY MAP SECT.- 10, T. 30 N., R. 1 W•, W.M. NOTE: FINISH GRADE CONTOURS TRANSPOSED FROM SHEET C -2 INTENDED TO ILLUSTRATE SITE PACKAGE GRADING CONCEPTS TO BE PERFORMED BY THE SITE WORK CONTRACTOR AT THE NORTHEAST AND SOUTH ENDS OF THE PROPOSED BUILDING FOOTPRINT. SITEWORK GRADES IN ALL PARKING AREAS SHOWN HEREON ARE AS FOLLOWS: HEAVY DUTY PAVING AREA - 3" LOWER THAN FINISH GRADE CONTOURS SHOWN LIGHT DUTY PAVING AREA - 2" LOWER THAN FINISH GRADE CONTOURS SHOWN GRAVEL BASE ROAD AREA - 2" LOWER THAN FINISH GRADE CONTOURS SHOWN 1 - - -- 6" CAST IN PLACE CONC CURB, SEE 2.2 (SHEET A -2.1 GOVERNS OVER THIS SHEET) ;0 ,p °p °g GRAVEL BASE PER SPECIFICATIONS 4<o °d� a % a HEAVY DUTY ASPHALT TREATED BASE PAVING PER SPECIFICATIONS LIGHT DUTY ASPHALT TREATED BASE PAVING PER SPECIFICATIONS `i p v A„ d. '•i n, q a. t -saj`I inn* It 0 r� � .r. ,,a W 15. n ,z� ?xg v w ' 61f1 .,: ,,.yt•s'• ': ty T+- � 0 ,�'` ltj i JEFFERSON GENERAL HORN �' Ik- . PORT HCOWNDSD�WA. `} (208) 385 22. 04/27/94 1%7E 1?'W -",Ijj ' lk- 0 �1994 193 ARCMOTT♦;.C�i$ •¢?'A�'� lia -ANN SITE PACKAGE GRADING G N CEP CS T 814ri►di1! i1a .. -'C�r) .:_ x . i i 54 s. a �-�� - r { ' 'Al ?f t ai NO. DATE DESCRIPTION BY , t HOSPITAL'S & COUNTY BUILDING'S 1 PROPERTY LINE ' I % � COUNTY UB ILDIN°' 3 2,49.00 N PROPERTY LINE \ i I I 1 1 �t1 J I j � J ' L COUNTY BUILDING'S PROPERTY LINE O cC� —9. "MUSK 11F., 11 40 0 20 b so ( IN FM> 1 inch = 40 ft. _ IT r iq kay I �� I••• , t �• ,F few- '� . � 1" ' i� . A .. _. _ r_ 1. t'• ' . - w r Y4 VICINITY MAP SECT.- 10, T. 30 N., R. 1 W•, W.M. NOTE: FINISH GRADE CONTOURS TRANSPOSED FROM SHEET C -2 INTENDED TO ILLUSTRATE SITE PACKAGE GRADING CONCEPTS TO BE PERFORMED BY THE SITE WORK CONTRACTOR AT THE NORTHEAST AND SOUTH ENDS OF THE PROPOSED BUILDING FOOTPRINT. SITEWORK GRADES IN ALL PARKING AREAS SHOWN HEREON ARE AS FOLLOWS: HEAVY DUTY PAVING AREA - 3" LOWER THAN FINISH GRADE CONTOURS SHOWN LIGHT DUTY PAVING AREA - 2" LOWER THAN FINISH GRADE CONTOURS SHOWN GRAVEL BASE ROAD AREA - 2" LOWER THAN FINISH GRADE CONTOURS SHOWN 1 - - -- 6" CAST IN PLACE CONC CURB, SEE 2.2 (SHEET A -2.1 GOVERNS OVER THIS SHEET) ;0 ,p °p °g GRAVEL BASE PER SPECIFICATIONS 4<o °d� a % a HEAVY DUTY ASPHALT TREATED BASE PAVING PER SPECIFICATIONS LIGHT DUTY ASPHALT TREATED BASE PAVING PER SPECIFICATIONS `i p v A„ d. '•i n, q a. t -saj`I inn* It 0 r� � .r. ,,a W 15. n ,z� ?xg v w ' 61f1 .,: ,,.yt•s'• ': ty T+- � 0 ,�'` ltj i JEFFERSON GENERAL HORN �' Ik- . PORT HCOWNDSD�WA. `} (208) 385 22. 04/27/94 1%7E 1?'W -",Ijj ' lk- 0 �1994 193 ARCMOTT♦;.C�i$ •¢?'A�'� lia -ANN SITE PACKAGE GRADING G N CEP CS T 814ri►di1! i1a .. -'C�r) .:_ x . i i 54 s. a �-�� - r { ' 'Al ?f t ai NO. DATE DESCRIPTION BY , t R e III 170 160 150 130 SCALE: HOR1Z. I "= 40' d 130 120 H m O O r%1 0 O 0 N 4 Q _ I O O •,�. "..= i�)• ty. � U +1••:� •7� HI. �: w. a:r: •'• }.V• \.•. J w ',— . \� -� }.} .4 ♦w •i4 (..,fir .Y •wi." 4 O W F. w W n D-- 4 "A'TO(LoMPACTEO DEPTR) 3 "4179 (COMpP�ACfEO DEPT)- ALTERNATE A r °+ 0 OR !GRAVEL 5ASF- PER PROJECT 5P EGIFIGOTIONS NOTE F O u1 N 1 poG B r- N W O 0 Zm +r" PAV1146 AREAl3. �s� O -+ _ tl 0 it id + Q1 N 140 r C°IRAOES ESY SITE CANTRACTOR. d J in O a d 130 120 H m O O r%1 0 O 0 N 4 Q W O ° 0 •,�. "..= i�)• ty. •-• .�• tip; +1••:� •7� HI. �: w. a:r: •'• }.V• \.•. -. i ;�" • � } }. .., ',— . \� -� }.} .4 ♦w •i4 (..,fir .Y •wi." •,f N v w W n D-- 4 "A'TO(LoMPACTEO DEPTR) 3 "4179 (COMpP�ACfEO DEPT)- ALTERNATE A r °+ al OR !GRAVEL 5ASF- PER PROJECT 5P EGIFIGOTIONS NOTE qp m FJM%5H ATS GaRADE5 IN HEAW /LK*NT DUTY PAV1146 AREAl3. ALL_ UTILITY 57AUCTURE5 ARE � U la- N T C°IRAOES ESY SITE CANTRACTOR. d J TYPICAL O a d J O `0 ISO 170 N r4) O p N O N Q n f- N N - 1"10 _ � N 0 O v _ W N \ Ll � \ �1 55 L F ^' IV STM 9= (0 51 f- n 206 \� r Nn — 24 L F- I " GMP1 5=145 °l. C P �\ \ I8 L 12'' GM P} 5=0°. S W? `� Sal 0 _� 76y �(O�rr- WW 4xW W w 3 . S9 o N ./ e �I 20 L F W/ PIPE ANCHOR - 5TA 14.51 70 0 O O F U 0 4,n 100 _ - �FW co 170 \ 0 150 T 150 140 a O u3 O 0 m O W°Q p O O J N N HEAVY DUTY PAVING WHERE. SPECIFIED r- 3'CL.B A5PI-IALTIC- CONCRETE S 8 ° 0 •,�. "..= i�)• ty. •-• .�• tip; +1••:� •7� HI. �: w. a:r: •'• }.V• \.•. -. i ;�" • � } }. .., ',— . \� -� }.} .4 ♦w •i4 (..,fir .Y •wi." •,f N v w 4 "A'TO(LoMPACTEO DEPTR) 3 "4179 (COMpP�ACfEO DEPT)- ALTERNATE A N 190 $0 ° It OR !GRAVEL 5ASF- PER PROJECT 5P EGIFIGOTIONS NOTE qp m FJM%5H ATS GaRADE5 IN HEAW /LK*NT DUTY PAV1146 AREAl3. ALL_ UTILITY 57AUCTURE5 ARE � U Nh V C°IRAOES ESY SITE CANTRACTOR. TYPICAL O a d J O `0 ISO 170 N r4) O _ 9 N O N Q n f- N 1"10 160 150 T 150 140 a O u3 O 0 m O W°Q p O O J N N HEAVY DUTY PAVING WHERE. SPECIFIED r- 3'CL.B A5PI-IALTIC- CONCRETE S 8 ° 0 •,�. "..= i�)• ty. •-• .�• tip; +1••:� •7� HI. �: w. a:r: •'• }.V• \.•. -. i ;�" • � } }. .., ',— . \� -� }.} .4 ♦w •i4 (..,fir .Y •wi." V II 9 O in 4 , 0 N I- N,, P 1)Vtn h ChM 170 N 'I u 160 i 93 L,F• 1 ., STM S= 2.24 , 150 140 O N N LIGHT DUTY PAVING WHERE SPECIFIED 2: CL. S. ASPHALTIC_ CONCRETE- O S b in 140 19 130 180 1 20 170 v r F a v v •,�. "..= i�)• ty. •-• .�• tip; +1••:� •7� HI. �: w. a:r: •'• }.V• \.•. -. i ;�" • � } }. .., ',— . \� -� }.} .4 ♦w •i4 (..,fir .Y •wi." •,f N v w 4 "A'TO(LoMPACTEO DEPTR) 3 "4179 (COMpP�ACfEO DEPT)- ALTERNATE A N 190 $0 ° It OR !GRAVEL 5ASF- PER PROJECT 5P EGIFIGOTIONS NOTE SITE WORK CONTRI>GTOR RESPONSIBLE FOR FJM%5H ATS GaRADE5 IN HEAW /LK*NT DUTY PAV1146 AREAl3. ALL_ UTILITY 57AUCTURE5 ARE � RE&UIRED TO CE SET TO FINISH A39VAAL -T F 01 C°IRAOES ESY SITE CANTRACTOR. TYPICAL ON -51TE PAVIWG DETAIL N.T. S• O S b in 140 19 130 180 1 20 170 v r F a v v n ur0 N v w O 01,0 V N 190 $0 ° It _ O lP �w co � F 01 K- � Q � a �ocw 18o 170 -110 100 N 8 I'S�] 170 160 190 140 130 70 160 60 50 O O n r 0 134 L F"-IY' ST 94 L F •-• 12', TM, S: 1 0% 0 143e �25'WEIR OPENIt ALONG I'L G M.P SOLID ROUND SELF LOCKING LID 90 - FGti�*`:, REQUIRED - OFFSET DIRECTLY 1RGO M OVER LADDER TOP L. 13-7 O TOP OF GERM F-LEV 1-56.0 EL, 136 63 00 80 s; f. /Q�4 �j �I WATER SURFACE EL. 0 ml3 O mV —1 O co 3 - CHAIN' 200161 CAPACITY SLACK 1�— _ PROVIDE DEBRIS BARRIER -3/8. 0 BARS __ __ 3 AT 3" O.G WELDED TO 319" FRAME. BOLT WHEN - ATE 15 DOWN - WELD EL_ I TO PIPE W/ V2` ® BOLTS. EL. = 134,50 CHAIN TO C B FRAME. I q IEL•15a —"I WATERTIGHT CLEANOVT SECONDARY INFLOW 70 — - 12 GATE WITH MIN. 8 TRUCTURE 95" MAX 2" x 5 "x I /9° PL. -DRILL G M P. GAUGE SLIDE FOR i/V GALV. BOLTS - h h � oQ U+ p ) , 11780 ri�ft 0 00 i COUPLING BAND WELD TO 3/9" STEEL FRAME s If - 12r,0 CMP mil-- EL.132 00 _ �gtaNEGTTO14 1-- -- - COr -C $"13 12” I'E. =1_51 00 VARIABLE E = 132 0 _, STD GALV. C 6. - LADDER STEPS ORIFICE PLATE-WELD , 2' TYPE 2 C.B 3/8" 0 STEEL BARS TO FIT 12 "B• C.M.P. 5' -O SECTION AT 3" 0 C - WELD TO 1 WN EL.126.0 3/1 ` FRAME 10, I 3/9 • PL. FRAME SIZE I (00" PRECOST CONCRETE MAN"DLE (PIPET \NL �TA(OMA) WA , OR FIT 12' C M.P. OUTLET CONTROL MANHOLE N T S 1 ELEV = ib2.3b •!• 7 STDTYPE. I CA ?CH 5418114 • (PER VaS.O -O.T. STD. PLAN 0-1) � • 2 5 1 go Be r' • TO C 0 °9 1 =159.80 E 1. a Z' MIN. 1 1 341" C.5f0 SPILL CONTROL OIL /WA'TER SEPARA -TOR N.T.S. NOTE ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED. (TREA'TMENT 1 OR BETTER � 16 0 ISO NO. I DATE PLAW 12° 5-rn4) - INLE ? ©d V )0jv pt RIM4LOGKING C. VE p0 - }Vd CD PROF 1 L E �i {i ! Lm M I Q LEV. RIM - 15(0.54 d. N 4wJ F4 C I 570 GALV. CIB • �M 7 SASINI LADDER /STEPS ! \ �• (PER W9.0.0.T. 5TD. PLAN 0-14 p tf'1 • !e W �QQ 1 V) ) i l71 ♦ 't 1• I 7- g_ 4 } i ILA (D 5TM PIPE. TO®IOGIL.YRGTION C� • . 5WAL F- N. 1 i ��I.E .149.90_ 2 rt ! a ♦ 44) 08 12 FLAW SQLITTER PE -TAIL— ` N T. 5- •I Q�/ I Y i1" I 0 Lu V),1. ^� rita 0:; Aryl Owner d M• JEFFERSON GENE RAL HOSPITAL11 834 SHERIDAN STREET PORT TOWNSEND, WA 9,p68 (206) 385 2200 Revhions � � "w 4/27 /94,� I� SITE PACKAGE. 15%44AJ 8994 JKS ARCHITECTS PC' ^' THESE DRAWINOS ARE THE PR.OPFRN `�' ,'""�•,,1 OF dK5 ARCHITECTS PC •AND, �tRE'NDiy.. ' `7 TD BE REPRODUCED IN -ANY MANNER EXCEPT WITH THE'PRIOR MI"!EM''q ='- PERMISSION OF, JKS ARCHIngri; Dmm By RA F LES, DRAINAGE PROFILES DRAINAGE PROFI'LE� & - & DETAILS DETAILS Sept 1Id• - shm NO 5,a _ PA. Box 1W . 9119 Rki"LOP Coul•vlord NA Sllverd•L, IUe ton 98963 ,�'t - = Y ` , Silverdale 692�•8s•ttls (206) 682.8914 "y ;,�:•.' }. r; Fax (206) 698 -0546 ';= rv.`,N: { EPYsIhEERlhls • BURVEYINCa C=3 y",?)�: PLANNING . w - of DESCRIPTION 8Y � `� �'` n ur0 N v w O 01,0 V N 190 $0 ° It _ O lP �w co � F 01 K- � Q � a �ocw 18o 170 70 160 60 50 O O n r 0 134 L F"-IY' ST 94 L F •-• 12', TM, S: 1 0% 0 143e �25'WEIR OPENIt ALONG I'L G M.P SOLID ROUND SELF LOCKING LID 90 - FGti�*`:, REQUIRED - OFFSET DIRECTLY 1RGO M OVER LADDER TOP L. 13-7 O TOP OF GERM F-LEV 1-56.0 EL, 136 63 00 80 s; f. /Q�4 �j �I WATER SURFACE EL. 0 ml3 O mV —1 O co 3 - CHAIN' 200161 CAPACITY SLACK 1�— _ PROVIDE DEBRIS BARRIER -3/8. 0 BARS __ __ 3 AT 3" O.G WELDED TO 319" FRAME. BOLT WHEN - ATE 15 DOWN - WELD EL_ I TO PIPE W/ V2` ® BOLTS. EL. = 134,50 CHAIN TO C B FRAME. I q IEL•15a —"I WATERTIGHT CLEANOVT SECONDARY INFLOW 70 — - 12 GATE WITH MIN. 8 TRUCTURE 95" MAX 2" x 5 "x I /9° PL. -DRILL G M P. GAUGE SLIDE FOR i/V GALV. BOLTS - h h � oQ U+ p ) , 11780 ri�ft 0 00 i COUPLING BAND WELD TO 3/9" STEEL FRAME s If - 12r,0 CMP mil-- EL.132 00 _ �gtaNEGTTO14 1-- -- - COr -C $"13 12” I'E. =1_51 00 VARIABLE E = 132 0 _, STD GALV. C 6. - LADDER STEPS ORIFICE PLATE-WELD , 2' TYPE 2 C.B 3/8" 0 STEEL BARS TO FIT 12 "B• C.M.P. 5' -O SECTION AT 3" 0 C - WELD TO 1 WN EL.126.0 3/1 ` FRAME 10, I 3/9 • PL. FRAME SIZE I (00" PRECOST CONCRETE MAN"DLE (PIPET \NL �TA(OMA) WA , OR FIT 12' C M.P. OUTLET CONTROL MANHOLE N T S 1 ELEV = ib2.3b •!• 7 STDTYPE. I CA ?CH 5418114 • (PER VaS.O -O.T. STD. PLAN 0-1) � • 2 5 1 go Be r' • TO C 0 °9 1 =159.80 E 1. a Z' MIN. 1 1 341" C.5f0 SPILL CONTROL OIL /WA'TER SEPARA -TOR N.T.S. NOTE ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED. (TREA'TMENT 1 OR BETTER � 16 0 ISO NO. I DATE PLAW 12° 5-rn4) - INLE ? ©d V )0jv pt RIM4LOGKING C. VE p0 - }Vd CD PROF 1 L E �i {i ! Lm M I Q LEV. RIM - 15(0.54 d. N 4wJ F4 C I 570 GALV. CIB • �M 7 SASINI LADDER /STEPS ! \ �• (PER W9.0.0.T. 5TD. PLAN 0-14 p tf'1 • !e W �QQ 1 V) ) i l71 ♦ 't 1• I 7- g_ 4 } i ILA (D 5TM PIPE. TO®IOGIL.YRGTION C� • . 5WAL F- N. 1 i ��I.E .149.90_ 2 rt ! a ♦ 44) 08 12 FLAW SQLITTER PE -TAIL— ` N T. 5- •I Q�/ I Y i1" I 0 Lu V),1. ^� rita 0:; Aryl Owner d M• JEFFERSON GENE RAL HOSPITAL11 834 SHERIDAN STREET PORT TOWNSEND, WA 9,p68 (206) 385 2200 Revhions � � "w 4/27 /94,� I� SITE PACKAGE. 15%44AJ 8994 JKS ARCHITECTS PC' ^' THESE DRAWINOS ARE THE PR.OPFRN `�' ,'""�•,,1 OF dK5 ARCHITECTS PC •AND, �tRE'NDiy.. ' `7 TD BE REPRODUCED IN -ANY MANNER EXCEPT WITH THE'PRIOR MI"!EM''q ='- PERMISSION OF, JKS ARCHIngri; Dmm By RA F LES, DRAINAGE PROFILES DRAINAGE PROFI'LE� & - & DETAILS DETAILS Sept 1Id• - shm NO 5,a _ PA. Box 1W . 9119 Rki"LOP Coul•vlord NA Sllverd•L, IUe ton 98963 ,�'t - = Y ` , Silverdale 692�•8s•ttls (206) 682.8914 "y ;,�:•.' }. r; Fax (206) 698 -0546 ';= rv.`,N: { EPYsIhEERlhls • BURVEYINCa C=3 y",?)�: PLANNING . w - of DESCRIPTION 8Y � `� �'` 0 ml3 O mV —1 O co 3 - CHAIN' 200161 CAPACITY SLACK 1�— _ PROVIDE DEBRIS BARRIER -3/8. 0 BARS __ __ 3 AT 3" O.G WELDED TO 319" FRAME. BOLT WHEN - ATE 15 DOWN - WELD EL_ I TO PIPE W/ V2` ® BOLTS. EL. = 134,50 CHAIN TO C B FRAME. I q IEL•15a —"I WATERTIGHT CLEANOVT SECONDARY INFLOW 70 — - 12 GATE WITH MIN. 8 TRUCTURE 95" MAX 2" x 5 "x I /9° PL. -DRILL G M P. GAUGE SLIDE FOR i/V GALV. BOLTS - h h � oQ U+ p ) , 11780 ri�ft 0 00 i COUPLING BAND WELD TO 3/9" STEEL FRAME s If - 12r,0 CMP mil-- EL.132 00 _ �gtaNEGTTO14 1-- -- - COr -C $"13 12” I'E. =1_51 00 VARIABLE E = 132 0 _, STD GALV. C 6. - LADDER STEPS ORIFICE PLATE-WELD , 2' TYPE 2 C.B 3/8" 0 STEEL BARS TO FIT 12 "B• C.M.P. 5' -O SECTION AT 3" 0 C - WELD TO 1 WN EL.126.0 3/1 ` FRAME 10, I 3/9 • PL. FRAME SIZE I (00" PRECOST CONCRETE MAN"DLE (PIPET \NL �TA(OMA) WA , OR FIT 12' C M.P. OUTLET CONTROL MANHOLE N T S 1 ELEV = ib2.3b •!• 7 STDTYPE. I CA ?CH 5418114 • (PER VaS.O -O.T. STD. PLAN 0-1) � • 2 5 1 go Be r' • TO C 0 °9 1 =159.80 E 1. a Z' MIN. 1 1 341" C.5f0 SPILL CONTROL OIL /WA'TER SEPARA -TOR N.T.S. NOTE ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED. (TREA'TMENT 1 OR BETTER � 16 0 ISO NO. I DATE PLAW 12° 5-rn4) - INLE ? ©d V )0jv pt RIM4LOGKING C. VE p0 - }Vd CD PROF 1 L E �i {i ! Lm M I Q LEV. RIM - 15(0.54 d. N 4wJ F4 C I 570 GALV. CIB • �M 7 SASINI LADDER /STEPS ! \ �• (PER W9.0.0.T. 5TD. PLAN 0-14 p tf'1 • !e W �QQ 1 V) ) i l71 ♦ 't 1• I 7- g_ 4 } i ILA (D 5TM PIPE. TO®IOGIL.YRGTION C� • . 5WAL F- N. 1 i ��I.E .149.90_ 2 rt ! a ♦ 44) 08 12 FLAW SQLITTER PE -TAIL— ` N T. 5- •I Q�/ I Y i1" I 0 Lu V),1. ^� rita 0:; Aryl Owner d M• JEFFERSON GENE RAL HOSPITAL11 834 SHERIDAN STREET PORT TOWNSEND, WA 9,p68 (206) 385 2200 Revhions � � "w 4/27 /94,� I� SITE PACKAGE. 15%44AJ 8994 JKS ARCHITECTS PC' ^' THESE DRAWINOS ARE THE PR.OPFRN `�' ,'""�•,,1 OF dK5 ARCHITECTS PC •AND, �tRE'NDiy.. ' `7 TD BE REPRODUCED IN -ANY MANNER EXCEPT WITH THE'PRIOR MI"!EM''q ='- PERMISSION OF, JKS ARCHIngri; Dmm By RA F LES, DRAINAGE PROFILES DRAINAGE PROFI'LE� & - & DETAILS DETAILS Sept 1Id• - shm NO 5,a _ PA. Box 1W . 9119 Rki"LOP Coul•vlord NA Sllverd•L, IUe ton 98963 ,�'t - = Y ` , Silverdale 692�•8s•ttls (206) 682.8914 "y ;,�:•.' }. r; Fax (206) 698 -0546 ';= rv.`,N: { EPYsIhEERlhls • BURVEYINCa C=3 y",?)�: PLANNING . w - of DESCRIPTION 8Y � `� �'` 00 i COUPLING BAND WELD TO 3/9" STEEL FRAME s If - 12r,0 CMP mil-- EL.132 00 _ �gtaNEGTTO14 1-- -- - COr -C $"13 12” I'E. =1_51 00 VARIABLE E = 132 0 _, STD GALV. C 6. - LADDER STEPS ORIFICE PLATE-WELD , 2' TYPE 2 C.B 3/8" 0 STEEL BARS TO FIT 12 "B• C.M.P. 5' -O SECTION AT 3" 0 C - WELD TO 1 WN EL.126.0 3/1 ` FRAME 10, I 3/9 • PL. FRAME SIZE I (00" PRECOST CONCRETE MAN"DLE (PIPET \NL �TA(OMA) WA , OR FIT 12' C M.P. OUTLET CONTROL MANHOLE N T S 1 ELEV = ib2.3b •!• 7 STDTYPE. I CA ?CH 5418114 • (PER VaS.O -O.T. STD. PLAN 0-1) � • 2 5 1 go Be r' • TO C 0 °9 1 =159.80 E 1. a Z' MIN. 1 1 341" C.5f0 SPILL CONTROL OIL /WA'TER SEPARA -TOR N.T.S. NOTE ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED. (TREA'TMENT 1 OR BETTER � 16 0 ISO NO. I DATE PLAW 12° 5-rn4) - INLE ? ©d V )0jv pt RIM4LOGKING C. VE p0 - }Vd CD PROF 1 L E �i {i ! Lm M I Q LEV. RIM - 15(0.54 d. N 4wJ F4 C I 570 GALV. CIB • �M 7 SASINI LADDER /STEPS ! \ �• (PER W9.0.0.T. 5TD. PLAN 0-14 p tf'1 • !e W �QQ 1 V) ) i l71 ♦ 't 1• I 7- g_ 4 } i ILA (D 5TM PIPE. TO®IOGIL.YRGTION C� • . 5WAL F- N. 1 i ��I.E .149.90_ 2 rt ! a ♦ 44) 08 12 FLAW SQLITTER PE -TAIL— ` N T. 5- •I Q�/ I Y i1" I 0 Lu V),1. ^� rita 0:; Aryl Owner d M• JEFFERSON GENE RAL HOSPITAL11 834 SHERIDAN STREET PORT TOWNSEND, WA 9,p68 (206) 385 2200 Revhions � � "w 4/27 /94,� I� SITE PACKAGE. 15%44AJ 8994 JKS ARCHITECTS PC' ^' THESE DRAWINOS ARE THE PR.OPFRN `�' ,'""�•,,1 OF dK5 ARCHITECTS PC •AND, �tRE'NDiy.. ' `7 TD BE REPRODUCED IN -ANY MANNER EXCEPT WITH THE'PRIOR MI"!EM''q ='- PERMISSION OF, JKS ARCHIngri; Dmm By RA F LES, DRAINAGE PROFILES DRAINAGE PROFI'LE� & - & DETAILS DETAILS Sept 1Id• - shm NO 5,a _ PA. Box 1W . 9119 Rki"LOP Coul•vlord NA Sllverd•L, IUe ton 98963 ,�'t - = Y ` , Silverdale 692�•8s•ttls (206) 682.8914 "y ;,�:•.' }. r; Fax (206) 698 -0546 ';= rv.`,N: { EPYsIhEERlhls • BURVEYINCa C=3 y",?)�: PLANNING . w - of DESCRIPTION 8Y � `� �'` 1 ELEV = ib2.3b •!• 7 STDTYPE. I CA ?CH 5418114 • (PER VaS.O -O.T. STD. PLAN 0-1) � • 2 5 1 go Be r' • TO C 0 °9 1 =159.80 E 1. a Z' MIN. 1 1 341" C.5f0 SPILL CONTROL OIL /WA'TER SEPARA -TOR N.T.S. NOTE ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED. (TREA'TMENT 1 OR BETTER � 16 0 ISO NO. I DATE PLAW 12° 5-rn4) - INLE ? ©d V )0jv pt RIM4LOGKING C. VE p0 - }Vd CD PROF 1 L E �i {i ! Lm M I Q LEV. RIM - 15(0.54 d. N 4wJ F4 C I 570 GALV. CIB • �M 7 SASINI LADDER /STEPS ! \ �• (PER W9.0.0.T. 5TD. PLAN 0-14 p tf'1 • !e W �QQ 1 V) ) i l71 ♦ 't 1• I 7- g_ 4 } i ILA (D 5TM PIPE. TO®IOGIL.YRGTION C� • . 5WAL F- N. 1 i ��I.E .149.90_ 2 rt ! a ♦ 44) 08 12 FLAW SQLITTER PE -TAIL— ` N T. 5- •I Q�/ I Y i1" I 0 Lu V),1. ^� rita 0:; Aryl Owner d M• JEFFERSON GENE RAL HOSPITAL11 834 SHERIDAN STREET PORT TOWNSEND, WA 9,p68 (206) 385 2200 Revhions � � "w 4/27 /94,� I� SITE PACKAGE. 15%44AJ 8994 JKS ARCHITECTS PC' ^' THESE DRAWINOS ARE THE PR.OPFRN `�' ,'""�•,,1 OF dK5 ARCHITECTS PC •AND, �tRE'NDiy.. ' `7 TD BE REPRODUCED IN -ANY MANNER EXCEPT WITH THE'PRIOR MI"!EM''q ='- PERMISSION OF, JKS ARCHIngri; Dmm By RA F LES, DRAINAGE PROFILES DRAINAGE PROFI'LE� & - & DETAILS DETAILS Sept 1Id• - shm NO 5,a _ PA. Box 1W . 9119 Rki"LOP Coul•vlord NA Sllverd•L, IUe ton 98963 ,�'t - = Y ` , Silverdale 692�•8s•ttls (206) 682.8914 "y ;,�:•.' }. r; Fax (206) 698 -0546 ';= rv.`,N: { EPYsIhEERlhls • BURVEYINCa C=3 y",?)�: PLANNING . w - of DESCRIPTION 8Y � `� �'` NOTE ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED. (TREA'TMENT 1 OR BETTER � 16 0 ISO NO. I DATE PLAW 12° 5-rn4) - INLE ? ©d V )0jv pt RIM4LOGKING C. VE p0 - }Vd CD PROF 1 L E �i {i ! Lm M I Q LEV. RIM - 15(0.54 d. N 4wJ F4 C I 570 GALV. CIB • �M 7 SASINI LADDER /STEPS ! \ �• (PER W9.0.0.T. 5TD. PLAN 0-14 p tf'1 • !e W �QQ 1 V) ) i l71 ♦ 't 1• I 7- g_ 4 } i ILA (D 5TM PIPE. TO®IOGIL.YRGTION C� • . 5WAL F- N. 1 i ��I.E .149.90_ 2 rt ! a ♦ 44) 08 12 FLAW SQLITTER PE -TAIL— ` N T. 5- •I Q�/ I Y i1" I 0 Lu V),1. ^� rita 0:; Aryl Owner d M• JEFFERSON GENE RAL HOSPITAL11 834 SHERIDAN STREET PORT TOWNSEND, WA 9,p68 (206) 385 2200 Revhions � � "w 4/27 /94,� I� SITE PACKAGE. 15%44AJ 8994 JKS ARCHITECTS PC' ^' THESE DRAWINOS ARE THE PR.OPFRN `�' ,'""�•,,1 OF dK5 ARCHITECTS PC •AND, �tRE'NDiy.. ' `7 TD BE REPRODUCED IN -ANY MANNER EXCEPT WITH THE'PRIOR MI"!EM''q ='- PERMISSION OF, JKS ARCHIngri; Dmm By RA F LES, DRAINAGE PROFILES DRAINAGE PROFI'LE� & - & DETAILS DETAILS Sept 1Id• - shm NO 5,a _ PA. Box 1W . 9119 Rki"LOP Coul•vlord NA Sllverd•L, IUe ton 98963 ,�'t - = Y ` , Silverdale 692�•8s•ttls (206) 682.8914 "y ;,�:•.' }. r; Fax (206) 698 -0546 ';= rv.`,N: { EPYsIhEERlhls • BURVEYINCa C=3 y",?)�: PLANNING . w - of DESCRIPTION 8Y � `� �'` • Z O. 2- BLQ4=z 10TH STREET MEDICAL OFFICES 0 00 17 I Is, oa 10 LF 0' CA Pi M3 1. AM UTILITIES WITHIN STREET OR HIGHWAY RIGHT-OF-WAY SHALL BE Is is' X, -it 0 CONSTRUCTIRD IN ACCONDAMICIS WITH THE RXWIRMUWS OF THE .1 . 11 1 11 •1 i CONNECT NEW So WATERMAJN TO k �41 EXISTING 6- WATERMAIN GOM19MMLL AGMIRS HAVING JURISDICTIONS AND SHALL NOT BEGIN URT116 THOSE GOVERNING AUTHORITIES HAVE BEEN NOTIFIED AND ANY (," ADAPTOR I M3y-F RWIRXO PERMITS OBTAINED. SEWER NORMS SHALL BE DONE IN S"K G* REDUCER, F ACCORDANCE WITH THE CONSTRUCTION RZOUIREHII OF THE CITY OF 2_6 PORT TOWNSEND SHINER DEPARTMENT. Q, 2. THE SITE UTILITY CONTRACTOR SHALL HAVE A COPY OF ALL THE \_4 JUWL APPLICABLE SPECIFICATIONS ON SITE AT ALL TIMES. Sw&.===:;;=0 I --A .� _Io. SWR SWR SWR WIRK 'XINIXUNINSIOZ DMMZR OF 48• 0 SWR SWR SWR AND SHALL CONFORM TO THE STANDARD DETAIL SHOW ON THESE PLANS. SWR Ile 4. SANITARY SEWER PIPE SHALL BE PVC CONFORMING TO ASTM-D3034 SUR Y' UwL 35. BIDDING AND B&CKFILL SHALL BE AS SHOWN 00 THESE PLANS. Y, I .. - I ., TOW)U" SHEET C--to S. THE STUBOUT FOR "FUTURE OFFICE MEDICAL BUILDING" SHALL BE ASPHALT RESIORA-TIONR ul CAPPED WITH WATERTIGHT PLUG, AND SMALL BE MARKED FOR LOCATION 30-- lo"•o PER P ■ WITH 2 X 4 STAKE, PAINTED WHITE, MARKED "SEWER" WITH DEPTH. TEE FX P%3 Z_ 6° CA V? M_3)� F:, 6. LOCATIONS OF EXISTING UTILITIES SHOWN IN THESE PLANS ARE xl APPROXIMATE AND MAY NOT BE COMPLETE. ACTUAL UTILITY LOCATIONS LM ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. t 0 • • 7. ALL TESTING AND CONNECTIONS TO EXISTING MAINS SHALL BE DONE IN item Wh•d PRESENCE OF A REPRESENTATIVE OF THE CITY OF PORT TOWNSEND PUBLIC WORKS DEPARTMENT. IS 6" CW �EI`AIDJ 8. ALL TRENCHES SHALL BE COMPACTED PRIOR TO TESTING SEWER LINES SITE 20' EA5EM4iJrr CF-THE I "i I CITY OT� PC CVQN5E:I\3D FOR ACCEPTANCE. Al + M RELA_ (OVER WATE ' IMAM E >, AL_ • 9. ALL NARROLES IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL REMOVE EXISTING WATER SERVICE PIPING FOR • AROUND ADJUSTING RINGS PER STANDARD DETAIL. THIS PARCEL & PROVIDE A NEW TAP/METER OFF 10th STREET LOCATE PER CITY/OWNER N, 1.0. SITE WORK CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FLUSH AND RECONNECT SERVCE PIPING 70 HOME WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 11. THE CONTRACTOR SHALT MAINTAIN A MINIMUM OF TEN (10) FEET I- go 4 ENE) M 0 • SEPARATION BETWEEN ALL WATER AND SEWER LIKES. so raw "in WSW 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO as LF CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2 2- 11-2 E3 E t,� CS4 13. MINIMUM COVER OVER SEWER PIPE SHALL BE FOUR FEET. Dolan VICINITY MAP 1 FPICES 14. CONTRACTOR IS TO PROVIDE THE CITY WITH AN "AS- BUILT" SET OF JOB PRINTS DEPICTING ANY AND ALL VARIATIONS FROM THE CONTRACT =� -MICA TA S1, oir DRAWINGS. 5 E-C-T ►10 _r 30 N. .1 R. I W. W.M. • Aw __12 LF 8" GA, I\ Low F 59 - JFr=1 9 T1' I 4-? - STANDARD '-Q" Manhole Ricag 4 Cover shall be 6" F.H. F,H. AISEMBLY Em Ems < �q C-6 OIY*Pic Foundry go. MNIOD/T or equal cis TAIL uWL JWL RAW 41-1 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF Lon > 4e0 PORT TOWNSEND WATER DEPARTMENT, THE LATEST REVISIONS OFAWWA , STANDARD SPECIFICATION, AND THE LATEST REVISION OF STANDARD CPC SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION By Adjustment Section to 20osex. YOF q 10PIC A P THE WASHINGTON STATE D.O.T. AND WASHINGTON STATE CHAPTER, .6 Grade Rings or Adjusting Blocks A.P.W.A. I i .. - 49"x24" Precast Eccentric rrI I 1 1, - JW 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE Rzoummurs OF THE Reducing Section STATE AND LOCAL HIALTH AUTHORITIES. • wH HAIR < 1, "AOeF 1-` 1)?) 1� - -1 FlOp ACE 3. THE ROAD AND swucru= LOCATIONS SHOWN ARE APPROXIMATE AND i SHED INTENDED TO SHOW THE RELATIVE LOCATION OF THE PROPOSED WATER 40" Precast Riser Sections, I i _ SYSTEM ONLY. Ad __ -_ ==a P 4. ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND IT (o' TEEiMJ)� F SHALL RE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY TIME Iov I L EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE. PLUG 4 ABA41blOW t�) 1 6" G_V) FAMIJ PIPO channel to be formed of D. I I F_ Al S'T I Nda I J� L_ F 5. 0 Class C concrete after Manhole ALL DUCTILE IRION PIPE AND FITTINGS SHAM BE CEMENT LINED. LINE IN A6401RO C I- I el, av frK M,3 has basis most In place and pips .1 ;M 48" 6. THE MINIMUM COVER FOR WATER MAINS SHALL BE 31 AND BRAT3. BE have been routed in. Z L X&IRTAXIMED AT ALL POINTS. Install outside Drop Manhole Connection if Invert of any M A 7. CONTRACTOR 18 RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS inco•ing similar to More than 43 TO PERFORM WORK IN THE CITY RIGHT-OF-WAY. ALL PAVEMENT 2' -0" above invert of cutlet JI > PATCHING AND SHOULDER RESTORATION SHALL BE IN ACCORDANCE WITH senter. CITY STANDARDS . I L a. CONTRACTION IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL WHILE lv, r WORKING IN THE CITY RIGHT-Op-Why. a 12" EXISTING E_ l blO 24 /-Flexible joints 9. INSTALLATION OF WATER MAINS AND SERVICE LINES SHALL INCLUDE 4 P, / for rigid pipe • z LOCATOR WINE BURIED ALONG THE ENTIRE LENGTH OF THE PIPE. ONC'WA DI L D LOCATOR WIRE TO BE 14 GAUGE OR LARGER AND SHAM W CONNECTED AT THE END FOR CONNECTING THE LOCATOR DEVICE. LOCATOR WIRE To av TO A DOLT ON RACK ABOVE GROUND HYDRANT FLANGE WITH 6" OF SLACK VERIFY/ QOMEST BE RUN TO 12- ABOVE GROUND AT EACH METER, BUM OFF, AND 1�PRI LF_R C-0 N moon" 14 AIR/VACUUM VALVE. ALL SPLICES IN THE LOCATOR WIRE SHALL BE I- NATER MH b(6/ i�� MADE USING SPLIT BOLT CONNECTORS ON SUED WIRE, IN ADDITION To W/PLU IN(�A PL 140IF 4" .1 oMESTI (J IN I �EqRl C TC D EP TYING THE WIRES IN A SHOT. D SEmDM ABANDO I I!P4 I cz 10, ALL FIRE HYDRANTS SHALL INCLUDE AN APPROVED So STORE ADAPTER �V5 �F 6" Dd N ZCLAY SAI 1�;"V&WIID ON THE PUMPER PORT. Manhole Sedd EXS1 STACI, 8" CLEANOUT"' 4 �N ) ll AND -D' BOX(REMOVE WHERE REQ'D) in- 00 , 0 E MANHOLE SECTION PAD F 4u V (Ft CONIC RIM -15p 11. 40-6"-80-100 GATE VALVES SHALL, BE RZSILIENT-SRATED GATE VALVES TYPICAL MANHOLE C>F-TA1L- 4'A'K FOR RPBP AND METER,", ±1 25 LF 6" PVC ve VAULTS SAGIf 4" LO Z) INIIA CONFORMING TO ANNA C-509. R, VAULT PRAPA E Lij T f 'o, F vlP, Aps CONNIE TI N fl ry N SHEET SURFACE RESTORATION IRE DAYLIGHT DRAIN LINE �U N DRAIN FROM RP8P JI (FIf LINE) Z BELOW FILL SLOPE EX. GROUND AS REQUIRED Li II Cr7 fA* E,±151 RIP- RAP PIK- UTC I II OUTLET'PER DETAIL. AD SHT C-7 SfAIH__ PVC SLE UNDER STAIRS � A SEALANT (SS-1 OR AR 4000) 7,1�0 DILATOR VARIES SACKFILL z S 0 MATERIAL 'iRIM_-4, 6.50 I PERMANENT ASPHALT CONCRETE PAVEMENT PATCH I'E (EX)=FIELD VERIFY LP C DDCV IFIRE DEPT 3* MIN. ASPHALT CONCRETE - CLASS B -TEE, "I • U I VAULT, SEE DETAIL I-T (6 0 I.E.(OUT)=±168.34 070-0 Z 2�6 r," v I Z EXISTING ASPHALT �_ONCRETE SUR ACE 35 D 1, 9 !Q Ir 01 / _VSFECIAL PRECALITIONS TO 7. NOTE. I.E,'OUT- TO El LOWER -THAI,� _F D 12" HIM. 0 1", ,1 1?'ZFH A S-141A Y PROTZCT PIPE TO THIS LEVEL CHANNELLED OX MN. T1 _J AT 6" MIN. 0,1TEE, I SELECT O.D fill BEDDING GlV PIPE SELL ;:1 - MATERIAL 4D 2 L F- bv-r Lou 'A C 6" z CA V, FxI ...... U. __�_-_7 -A - - - - - - - FOUNDATION P_ UwL r GRAVEL a RECTED LL, M VARIES -8, PVC R11 'Aut. IO'CLEA lI'4 I Z)VII o 1 T�RZVI EDGED OF A-r E R M I r-4 CID AP ARK FOR 5. FUTURE B. 9�2% EPEOUI E3E7JEF_N SSIMF WLDTfl .(OUT =1 �O Ow-4TALL UDDER VAU RIM= 8 0 V am: I_E:�IN)=15ZI96 i.E, OUT)=152.86 PIPE O.D. + It" (6" 940 SIDE OF PIPE) PROP05ED 5TOR 1. NINDW TIMM WIDTH SHALL BE THE ACTED TRENCH SACKFI Owner yF'I Q) 2. MAXIMUM TREIRM WIDTH. LCOMPACTED SELECT MATERIAL a) 15" DIAMETER PIPE AND SMALLER 180" L HOSPITAL,, b) IS- DIAMETER PIPE AND LARGER last x XD + 18" JEFFERSON GENERA 834 SHERIDAN STREET 'J PORT TOWNSEND, WA 4183§� - (206) 385 2700 A'y ?O,E&SEME.WT 'TO THE CITY OF PORT TOWKAGE�t,_n (OVER VVATF_RtA6iN.J 4 PAVEMENT RE5►0RA7I0�di TRENCH SECTION Revisions �X'N'W 4./Z7/94- RF_L&.VF_D A?PURTE_IE,14.tJCF_5) gm� I 1� , R TYPICAL- SITE PACKAr4F- I!" "q Rae STONE ALTAR WA -7- so A mm-roR,.� Z P L A 2" CMP UW WIMP 5 E F v- /7 TH 5 TIRT LEE 1 WR 71 SWR SWR SWR SIN SWIR=� t4- TO CONNECT N SWR V NEW EXISTING WATERMAIN INSTALL NEW W LINE MANHOLE 13 ON EXISTING IN E RIM=155.07 I.E=14681 (EX.) I.E (IN)=1 4-6.91 1994 AS ARCHITECT$ PC (FOR EXI571KICn TOPOaRAPHY ONLY) THESE DRAWINGS A RE� THEITROPEM ,1- :i' �11 OF JKS ARCHITECTS PC AND, ARE NOT' LEGEND SEDDIM FOR RIM PIPE IN TRENCHES TO BE REPRODUCED IN ANY MANNM.,' rrfi o' EXCEPT WITH THE PRIOR,WRIT-TEN ,' I W moms (RIGID An n=IBU) N 07T F_ - PLAN PERMISSION OF AS ARCHITECTS "RC,.` FIRE HYDRANT • Pros Tom 4 CON-TRA.C709, TO REFER 7 WATER VALVE • I. "MIDI =17M SISTUT (5HF _F-T C-2-') F70R �7tNAL- (�'RADE-S- Pr WATER METER 2. PM KWIM; MEE MALWits PF/SPV 0 DRAIN MANHOLE TYPE 'F'SEDDING FOR FLEXIBLE PIPE IN TRENCHES AMD MAW TAW. -Chs;c� Drawn By k od met* 0 o1a, p" 1. CATCH BASIN C 3• COMPACT BIDDING PATZRIAL To 0 SANITARY SEWER - MANHOLE W M WAR. UNITY EXCEPT 1 3 9 2 5. ($z with pose A DIRWnT ago pin, "n low ____y0b -No 0 SANITARY SEWER CLEANOUI TAMP OLT. Unsettles ?Ssot IX LIGHT STANDARD fm"Ofm 0 4. HAIR SWAM OF LIDDING fk•b" 0". Malmo fu"Mt" "I'll a. K411:016S RIM JA LEM, OR SLOPE OF AWAY r .1 TRAFFIC SIGN -to 014"1= 8041" am" sill" so -1 Pans$$ sov soman asw% T"M, FROM PM. 4 0 MAILBOX Panama Wass SANITARY SEWER I 44 Sam" SANITARY SEWER lKl-l"?, PA"il 5 . • �, I UTILITY POLE vassaw :1, W" $0.40 O.D. ft"I'm moss Siff" to-se GUY ANCHOR :114" 0•19 PAU 44 FMFABO• antuami Intel ❑ TELEPHONE RISER _rA TRANSFORMER PAD 2?"IW eMASr FPI POWER VAULT r-PAPUTr RrAT.P. 9 wa. am W FOUND MONUMENT 40 0 20 40 so 160 X - FENCE LINE I I _UPC__ UNDERGROUND POWER CABLE _UTC_ UNDERGROUND TELEPHONE CABLE _UwL_ UNDERGROUND WATER LINE -SWR- SEWER LINE IN FEET PIPE BEDDINIII-si- STIA_ STORM LINE 1 inch = 40 ft. THEORETICAL PROPERTY LINE Caloso■ssies Oslo A Clengs Close Blowil A #A* 4'aftft a it as Ssas 04. ta O.D. L48 O.D. Xwo, C 14 ILL to VIIIII•AL GA. STANDARD PLAN MR 71110:311 Wom TIRMICHIN amon. 16 WATER SYSTEM PLAN. & WATER PLAN, I I Shei§t'T'Ite, Sheet SWIM WAMtft Twe 1. sistan pans PWM D04- S&VAN $awil 'Man "MUM par ftwan woms was& Po Box 120 M RWSS;+4p Boulev" N9 P "Miss "PAM so aim 4-40 911vordale, malhInetsom Ism So Maslow STIverdAlms 6W.1623,06"ItIo Oft) W-5814 FAX (2 PLANNING of NO. DATE DESCRIPTION BY a • I i i I 1 ( i Igo 170 150 140 o O 4 G .A 7 4 w w =N 940 �s4 Dg a o # g,n� -W 'D to + x O N z W CD 0-1 IL 9jp4 d� N �iNQ U �_ N , N o S T T r- 19 '�cD in N IA NI� 1 N N� n lIl J r III n )N -r 7r%pul2 is = WW KUjLu j F WW r�Wu m Joi EXl57ING GRADE (TYPICAL) ROPO ED FINISH GRADE- (TYPI AL) / PVG C3 q0 V l _ - p X24 F. $ r- 2 c�<3.0 7010j: SYM Z Li u U F u 180 1-70 I r00 150 140 z n 1 O - - O 4, W N L L i i I 1 ( i Igo 170 150 140 o O 4 G .A 7 4 w w =N 940 �s4 Dg a o # g,n� -W 'D to + x O N z W CD 0-1 IL 9jp4 d� N �iNQ U �_ N , N o S T T r- 19 '�cD in N IA NI� 1 N N� n lIl J r III n )N -r 7r%pul2 is = WW KUjLu j F WW r�Wu m Joi EXl57ING GRADE (TYPICAL) ROPO ED FINISH GRADE- (TYPI AL) / PVG C3 q0 V l _ - p X24 F. $ r- 2 c�<3.0 7010j: SYM Z Li u U F u 180 1-70 I r00 150 140 z n 1 O - - W N L L _ ID n „ (n -_aD s �o ( SYM Z Li u U F u 180 1-70 I r00 150 140 z n 1 O - - W N L L _ ID n „ (n -_aD s �o ( 0 OO oQ Y O O Q t + * Q Is N K1 \ r SANITARY SEWER PROFILES SCALE HORIZ. 1 " =40' VERZ. I"= 10' PAPIALLEL CONSTRUCTION b" NO q*#JeA ALLOWED $TMIDfAFSD SEA�,.IRI PIPE MATERIAL ENCASED IN 07NepETe 01"1 DUCTILE 1 A MPAPV 4E AW% PIPE REQUIRED SEPARATION BETWEEN WATER 4 SANITARY SEWER B • aaaa�� VERTICAL BLOCKING FOR 11 1/40-22 1/2• -30' BENDS PIPE SIZE V 6 CU FT A D L " 11 1 /4' 8 2 0 3/41' 1.5' 221 2' II 2 2' 2.0 17 ' " 11 1 ) 2. ' 3/4" 2.0 2212 2 2.' I ' 16 2 3 14" 2.0' , 0 1' " 24 4.85' O` 10• .6 12" It 1/401 2 3.20 " 2 ' 12 2 1 114 11 1/40 70 4.11 71L 3-0. I, 21r u I 1 / ,. DI 2 2 25 b. I' 3/ „ 51 12 .0' W I 20 I ' VERTICAL, BLOCKING FOR 45• BENDS 45' 0 3.111 3/h"12.0' I, ,1 123 -0 4 ITS 6.6' " • 2.6' 6. I 2411 20 1 GALV. THREADED gNCNCEt STRAP RODS W/MUT GRINIIELL FIG. 593 -r ° /, 0 • , v 0 W v « D• •D °" 0 . ' !D VERTICAL BLOCKING FOR 11'*0 221 *• d 3W BENDS 6ALY• D --7j GAS STRFIG. 593 NOLC' CONCRETE BLOCKING BASED ON 200 PSI PRESSURE ANO O 2500 PSI CONCRETE. CONCRETE TO BE CLEAR OF �...- wINTS To A'EEMST D191fANT1IM6 VERTICAL BLOCKING OF JOINT FOR 48a 8EI40S TMINTEN NUTS ON STRAPS 24 MRS. AFTER CONC. B PQllq EQ vERTICA1 I.E• = I64 -2.0 (e VAULT) REDUCED PRESSURE BACMFLDW PAEVRWM, WILKINS MODEL 575, OR UNIPLANGE PIPE ADAPTER. 3J ONE GALVANIZED STEEL LADDER TO BE SECURED TO VAULT. 1ALK CaRADE O EPIPE,P1AUINT VO.ULT�EXXTER OR EL-OW GRADE 'L COAT 15 0FRKOPPEIRS 8'TUAnA STI C. BLACK 5OLAYTION1 OR E0-UAL1 QS CONCRETE VALVE SUPPORTS. © INSTALLATION SMALL BE CENTERED IN VAULT. 117 VALVES INSTALLED IN VAULT SHALT, BE TIE RODDED TO THRUST BLACKS OUTSIDE OF VAULT. REDUCED PRESSURE BACKFLOW PREVENTER DETAIL IN r.s.l M W -- nw" N A , I yM,M CAPPED CROSS CROSS TIC r 6 "�1•WI Aa II� � ". NIIRrONRM4 KSN A N1GI am 09116. A "Wow 4476 . "fM TEE RI ". 1we% Am Apira 61aMatar4r "I fir 41w• r""1 Uaa Alrt!I aot.II clrl!3 66h!! E161!A`maA 6- 6 ♦ 7 1 li awr W. U N 4 ! 1 6 q° 14 16 ! f ! ! 14' ZZ y R' f I 16 V IS Ir' K 11 14 If f M 41 16 ti 6 r I 0 0 1! H I i. � CM• N M M N W' ql IS Y a III W • .-x 04 in 1E• Sp an "A TMI M ' Y •ATE YM VE Rrw, 1• %arty an. d aa"ag14 Mra"Mla•a 4asr .+ w "1 N"aa"4a r .d+ «t1 6w/llf 1x1,1 d l,w P"*f1 v aaI"n faw. 3. A. May Awl 61 M "". !""•a"4aa M11 wIA111w. S. Caaanr 4Mdia4 a6N11 60 4N IP platy 1114 aw h a r"I"a a1 to NMw4 06" Jim"" , ;A "OMa/ am ""few , L fNN4 a%11 w aalY ar is 41"%INt161 M�: SMtli"4 11 4"1" Nr `Rlu. ;ar 4 44TtaR S. 4Art""44r 001 so"$ 6%161" NN M 1, " m dM r 4 1 4LOCA AaA1m 4wTUNa10 ;AMTM� aarr/". TYPICAL INXK ELEVATION TiABU ST i3LOCK INA G A I SO• SEND Ell 43• SCNO D ERN• SEND 1110• •ENO L14N T 1-70 ►INI86IED PAVMNMaR GitADB CAST IRON VALVE BOX TOP SECTION MXTMNSIOM PIRG, IF -� MRCESSAAY TO Y ONE PIMCR STANDARD CART IRON VAL11M BOX RXTINSION OR 1(00 OWE PISCE S• BOIL PIPE MITM HELL. CAST IRON --• VALVE BOX SASE SECTION 150 140 WATER LID TO BE INBTALw WITH LID TABS POINTING pA+�R DIRECTION OF HATER MAIN VALVE OPERATING NUT EXTENSION REQUIRED WHEN DEPTH OP OPERATING NUT IS MORE THAN 4 FT. EXTENSION TO BE EQUAL TO H.D. FOWLER WNSE ONLY ON8 EXTENSION TO � tl88D PER VALVE. I. VALVE VALVE BOX PAVED ROADWAY DETAIL 7'- O" L VIP V J a 1 N 1 ♦ ,` l � MATERIALS L15T T X``f le Q MAIN GATE VALVE,OS4Y w /kANDVONEEL �\ 1�� © DOUBLE CHECK DETECTOR VALVE ASSEMBLY16 "AMES MODEL 300055 0 0 g POST INDICNTOR VALVE a -"'I BALL_ VALVE (TEST COCK) TOP VIEW 5 S/6 ")( 3/4" DOMESTI L METER) 1-20 C•a.P.M. TOP OF 6 3/4" GATE VALVE VAULT V4. 143 3/4° DOUBLE CHECK VALVE LE $ACKFLOW PREVEN -TOR y��,• 3/4 "TEI- 9) PIPE,INC. VAULT MODEL 5-1700 WA I WITH DOVER MODEL 570 -13 WALL PIPE, FXPE W /INTEGRALLY I 1 t CAST COLLAR 7 11 (ID FLEILIB L G LE FANGED OUPLINCII ADAPTOR se 11 !2 E: ONE GALVANFLD STEEL TO BE SECURED ?O VAUL� +�• •• BOTTpM CS�P" LT CONCRETE *- QMm L ES. + 15ls S 00WAIfI � 7 a.. FLOOR DRAM LEI= 1 ' ""d) AT VAULT 4 To �L�E?W4TION DOUBLE DETECTOR CHECK VALVE AS"``." • MBLY N.T.5 1 NOTE•LIRROVIOr- PLUS ON ALL TEST COCKS. .4 z PAI(,IT VAULT XTERIOR 5ELOW Ca RADE 2 GOATS OF ` '""` KOPPER5 51 UMASTIC. 13LAC-K 50L0T(ON , OR EC"L,.._ _ i 4� GUAM "ST HE szRE / 6YDRYPt ( I GUAM MIN. ARER o! -1 i PONT LEVEL olealNlD 1 PLAN SECTION Sa RAIN VALVE amim FINE NYDRAWT SOON, • TD CIIDW 110116%. "6010 6. 1W.IMIIIML - join IMLST, 14 1MIRA09t1 OlR1O61T110 NOT. F= MYCIIANT 10 �B.►ALI 6 1110 OR"CS of lVIIP6R CONNSCT20N s• QOICR Run 660NL ED MGRS o 11Iuum mm , CdINEOf S TOR; COUPLING TWAON 0964"? &QMMM TO COMM 26• MET ROSE COMMON PINE now aROINANCS. u- PNOrERTT Ll1R NIII s � 6 CUT w 'IRON a I• no. lam 2 nnom NINE 10 61 m - - IOW811 Plans WIT" 60 ,SLACK I= LVKNRCTM tA131Tin C 60AI lIN FIS It amemo-p" IINN win a"" #am 114 an SAO= n ame6 ISa" WINS 10 2 -1/4" GALV. iTalT Bain ODN14a100 , SIYCELE RODS aDIRIECr USING 6. ale IA1GS ,.: ° •• j . - Czmm OUC ILSNEO. LMM" •. 6 C.Y. INN. WASHED GRAVEL VALVE" 30' ,'NON ►ASSING I%' AND RETAINED oN 16• X S• X 4• WIN. TEE a11 PTTTIIIB WITM 6• 1• NESN POR DMIN CONCRETE BLOCK Yj Akm aN SIDE TO ME Chum a" aN fI,AN Ca11FNE E Ef'°CItI FIRE WYDRANT A55EMBLY METNN N1Z.E BYPASS VAULT L•XT. DSMS11B1CMIB 3 3" 4'S" X 7400 X SION DEEP 111 COMPOUND WATER METER AND STRAINER, MANUFACTURED BY SENSUS. METER TO BE PROVIDED BY THE CITY WATER DEPARTMENT. PROVIDE GALVANIZED PIPE SUPPORT UNDER METER. Q DUCTILE IRON PIPE, FXPE. O FLANGED COUPLING ADAPTOR EQUAL TO SMITH BLAIR 0912. © RESILIENT- SEATED GATE VALVE, ANNA C -509, NRS, FLANGED. O TEE, F, CEMENT LINED. © ELBOW, F, CEMENT LINED. 70 DUCTILE IRON PIPE, FXPE, LENGTH TO FIT. © DUCTILE IRON MJ SOLID SLEEVE WITH HIM LUGS. 911 BYPASS VALVE, EQUAL TO NORDSTROM, FIGURE 142 PLUG VALVE WITH TACKING DEVICE. ® CHECK VALVE EQUAL TO APCO SERIES 600. , ® WALL PIPE, FXPE, 4'00 MUG, INTEGRALLY CAST COLLAR AT CENTERI W /4'i3'FSF REDUCER ® PRECAST CONCRETE VAULT EQUAL TO PACIFIC INTERNATIONAL PIPE ENTERPRISES, INC. NO. 57500 WA. PAINT VAULT EXTERIOR BELOW GRADE TWO COATS OF KOPPERS BITUNASTIC BLACK SOLUTION, Oat EQUAL. © HOT DIPPED GALVANIZED LADDER TO BE ANCHORED WITH GALVANIZED BOLTS TOP AND BOTTOM. © 4" FLOOR DRAIN WITH 4" DUCTILE IRON PIPE EXTENDING OUT 120 MIN. BEYOND WALL IN DIRECTION REQUIRED. 4" PVC OR GALVANIZED IRON MAY BE USED TO EXTEND FROM 12• OUT FROM VAULT TO DAYLIGHT OR DRAIN LINE. 3" DOMESTIC WATER METER DETAIL (NTS) N0. DATE DESCRIPTION BY t s r 7 ff7, 111 V 1 - c+t t S If x x �4 5 ` i t, gm j 3 b rwj to V z R• kd . Z AR+ei r • r 01Mw JEFFERSON GENERAL HQSPITAL:' 834 SHERIDAN STREET , ' PORT TDWNSEND, WA $$ (206) 385 2290 ,;s• RlMelom i 4/27/94. =` 1 SITE PACKA4E I SS1 }ln.. f ips, n *,nl bC. d .1994.ASS dRC1117FCTS`! _.`r a PF /5a1V ; +'T l;a WE/ y $ANITARI, SEWER t)ETAjj "IA L�p,.45: 66 42FT% 6�,i'irM M'E �1,4'yiit'1'ti ► e4iRVErD�a {,� rC ?h .4'i'S:hec GALV. THREADED gNCNCEt STRAP RODS W/MUT GRINIIELL FIG. 593 -r ° /, 0 • , v 0 W v « D• •D °" 0 . ' !D VERTICAL BLOCKING FOR 11'*0 221 *• d 3W BENDS 6ALY• D --7j GAS STRFIG. 593 NOLC' CONCRETE BLOCKING BASED ON 200 PSI PRESSURE ANO O 2500 PSI CONCRETE. CONCRETE TO BE CLEAR OF �...- wINTS To A'EEMST D191fANT1IM6 VERTICAL BLOCKING OF JOINT FOR 48a 8EI40S TMINTEN NUTS ON STRAPS 24 MRS. AFTER CONC. B PQllq EQ vERTICA1 I.E• = I64 -2.0 (e VAULT) REDUCED PRESSURE BACMFLDW PAEVRWM, WILKINS MODEL 575, OR UNIPLANGE PIPE ADAPTER. 3J ONE GALVANIZED STEEL LADDER TO BE SECURED TO VAULT. 1ALK CaRADE O EPIPE,P1AUINT VO.ULT�EXXTER OR EL-OW GRADE 'L COAT 15 0FRKOPPEIRS 8'TUAnA STI C. BLACK 5OLAYTION1 OR E0-UAL1 QS CONCRETE VALVE SUPPORTS. © INSTALLATION SMALL BE CENTERED IN VAULT. 117 VALVES INSTALLED IN VAULT SHALT, BE TIE RODDED TO THRUST BLACKS OUTSIDE OF VAULT. REDUCED PRESSURE BACKFLOW PREVENTER DETAIL IN r.s.l M W -- nw" N A , I yM,M CAPPED CROSS CROSS TIC r 6 "�1•WI Aa II� � ". NIIRrONRM4 KSN A N1GI am 09116. A "Wow 4476 . "fM TEE RI ". 1we% Am Apira 61aMatar4r "I fir 41w• r""1 Uaa Alrt!I aot.II clrl!3 66h!! E161!A`maA 6- 6 ♦ 7 1 li awr W. U N 4 ! 1 6 q° 14 16 ! f ! ! 14' ZZ y R' f I 16 V IS Ir' K 11 14 If f M 41 16 ti 6 r I 0 0 1! H I i. � CM• N M M N W' ql IS Y a III W • .-x 04 in 1E• Sp an "A TMI M ' Y •ATE YM VE Rrw, 1• %arty an. d aa"ag14 Mra"Mla•a 4asr .+ w "1 N"aa"4a r .d+ «t1 6w/llf 1x1,1 d l,w P"*f1 v aaI"n faw. 3. A. May Awl 61 M "". !""•a"4aa M11 wIA111w. S. Caaanr 4Mdia4 a6N11 60 4N IP platy 1114 aw h a r"I"a a1 to NMw4 06" Jim"" , ;A "OMa/ am ""few , L fNN4 a%11 w aalY ar is 41"%INt161 M�: SMtli"4 11 4"1" Nr `Rlu. ;ar 4 44TtaR S. 4Art""44r 001 so"$ 6%161" NN M 1, " m dM r 4 1 4LOCA AaA1m 4wTUNa10 ;AMTM� aarr/". TYPICAL INXK ELEVATION TiABU ST i3LOCK INA G A I SO• SEND Ell 43• SCNO D ERN• SEND 1110• •ENO L14N T 1-70 ►INI86IED PAVMNMaR GitADB CAST IRON VALVE BOX TOP SECTION MXTMNSIOM PIRG, IF -� MRCESSAAY TO Y ONE PIMCR STANDARD CART IRON VAL11M BOX RXTINSION OR 1(00 OWE PISCE S• BOIL PIPE MITM HELL. CAST IRON --• VALVE BOX SASE SECTION 150 140 WATER LID TO BE INBTALw WITH LID TABS POINTING pA+�R DIRECTION OF HATER MAIN VALVE OPERATING NUT EXTENSION REQUIRED WHEN DEPTH OP OPERATING NUT IS MORE THAN 4 FT. EXTENSION TO BE EQUAL TO H.D. FOWLER WNSE ONLY ON8 EXTENSION TO � tl88D PER VALVE. I. VALVE VALVE BOX PAVED ROADWAY DETAIL 7'- O" L VIP V J a 1 N 1 ♦ ,` l � MATERIALS L15T T X``f le Q MAIN GATE VALVE,OS4Y w /kANDVONEEL �\ 1�� © DOUBLE CHECK DETECTOR VALVE ASSEMBLY16 "AMES MODEL 300055 0 0 g POST INDICNTOR VALVE a -"'I BALL_ VALVE (TEST COCK) TOP VIEW 5 S/6 ")( 3/4" DOMESTI L METER) 1-20 C•a.P.M. TOP OF 6 3/4" GATE VALVE VAULT V4. 143 3/4° DOUBLE CHECK VALVE LE $ACKFLOW PREVEN -TOR y��,• 3/4 "TEI- 9) PIPE,INC. VAULT MODEL 5-1700 WA I WITH DOVER MODEL 570 -13 WALL PIPE, FXPE W /INTEGRALLY I 1 t CAST COLLAR 7 11 (ID FLEILIB L G LE FANGED OUPLINCII ADAPTOR se 11 !2 E: ONE GALVANFLD STEEL TO BE SECURED ?O VAUL� +�• •• BOTTpM CS�P" LT CONCRETE *- QMm L ES. + 15ls S 00WAIfI � 7 a.. FLOOR DRAM LEI= 1 ' ""d) AT VAULT 4 To �L�E?W4TION DOUBLE DETECTOR CHECK VALVE AS"``." • MBLY N.T.5 1 NOTE•LIRROVIOr- PLUS ON ALL TEST COCKS. .4 z PAI(,IT VAULT XTERIOR 5ELOW Ca RADE 2 GOATS OF ` '""` KOPPER5 51 UMASTIC. 13LAC-K 50L0T(ON , OR EC"L,.._ _ i 4� GUAM "ST HE szRE / 6YDRYPt ( I GUAM MIN. ARER o! -1 i PONT LEVEL olealNlD 1 PLAN SECTION Sa RAIN VALVE amim FINE NYDRAWT SOON, • TD CIIDW 110116%. "6010 6. 1W.IMIIIML - join IMLST, 14 1MIRA09t1 OlR1O61T110 NOT. F= MYCIIANT 10 �B.►ALI 6 1110 OR"CS of lVIIP6R CONNSCT20N s• QOICR Run 660NL ED MGRS o 11Iuum mm , CdINEOf S TOR; COUPLING TWAON 0964"? &QMMM TO COMM 26• MET ROSE COMMON PINE now aROINANCS. u- PNOrERTT Ll1R NIII s � 6 CUT w 'IRON a I• no. lam 2 nnom NINE 10 61 m - - IOW811 Plans WIT" 60 ,SLACK I= LVKNRCTM tA131Tin C 60AI lIN FIS It amemo-p" IINN win a"" #am 114 an SAO= n ame6 ISa" WINS 10 2 -1/4" GALV. iTalT Bain ODN14a100 , SIYCELE RODS aDIRIECr USING 6. ale IA1GS ,.: ° •• j . - Czmm OUC ILSNEO. LMM" •. 6 C.Y. INN. WASHED GRAVEL VALVE" 30' ,'NON ►ASSING I%' AND RETAINED oN 16• X S• X 4• WIN. TEE a11 PTTTIIIB WITM 6• 1• NESN POR DMIN CONCRETE BLOCK Yj Akm aN SIDE TO ME Chum a" aN fI,AN Ca11FNE E Ef'°CItI FIRE WYDRANT A55EMBLY METNN N1Z.E BYPASS VAULT L•XT. DSMS11B1CMIB 3 3" 4'S" X 7400 X SION DEEP 111 COMPOUND WATER METER AND STRAINER, MANUFACTURED BY SENSUS. METER TO BE PROVIDED BY THE CITY WATER DEPARTMENT. PROVIDE GALVANIZED PIPE SUPPORT UNDER METER. Q DUCTILE IRON PIPE, FXPE. O FLANGED COUPLING ADAPTOR EQUAL TO SMITH BLAIR 0912. © RESILIENT- SEATED GATE VALVE, ANNA C -509, NRS, FLANGED. O TEE, F, CEMENT LINED. © ELBOW, F, CEMENT LINED. 70 DUCTILE IRON PIPE, FXPE, LENGTH TO FIT. © DUCTILE IRON MJ SOLID SLEEVE WITH HIM LUGS. 911 BYPASS VALVE, EQUAL TO NORDSTROM, FIGURE 142 PLUG VALVE WITH TACKING DEVICE. ® CHECK VALVE EQUAL TO APCO SERIES 600. , ® WALL PIPE, FXPE, 4'00 MUG, INTEGRALLY CAST COLLAR AT CENTERI W /4'i3'FSF REDUCER ® PRECAST CONCRETE VAULT EQUAL TO PACIFIC INTERNATIONAL PIPE ENTERPRISES, INC. NO. 57500 WA. PAINT VAULT EXTERIOR BELOW GRADE TWO COATS OF KOPPERS BITUNASTIC BLACK SOLUTION, Oat EQUAL. © HOT DIPPED GALVANIZED LADDER TO BE ANCHORED WITH GALVANIZED BOLTS TOP AND BOTTOM. © 4" FLOOR DRAIN WITH 4" DUCTILE IRON PIPE EXTENDING OUT 120 MIN. BEYOND WALL IN DIRECTION REQUIRED. 4" PVC OR GALVANIZED IRON MAY BE USED TO EXTEND FROM 12• OUT FROM VAULT TO DAYLIGHT OR DRAIN LINE. 3" DOMESTIC WATER METER DETAIL (NTS) N0. DATE DESCRIPTION BY t s r 7 ff7, 111 V 1 - c+t t S If x x �4 5 ` i t, gm j 3 b rwj to V z R• kd . Z AR+ei r • r 01Mw JEFFERSON GENERAL HQSPITAL:' 834 SHERIDAN STREET , ' PORT TDWNSEND, WA $$ (206) 385 2290 ,;s• RlMelom i 4/27/94. =` 1 SITE PACKA4E I SS1 }ln.. f ips, n *,nl bC. d .1994.ASS dRC1117FCTS`! _.`r a PF /5a1V ; +'T l;a WE/ y $ANITARI, SEWER t)ETAjj "IA L�p,.45: 66 42FT% 6�,i'irM M'E �1,4'yiit'1'ti ► e4iRVErD�a {,� rC ?h .4'i'S:hec METNN N1Z.E BYPASS VAULT L•XT. DSMS11B1CMIB 3 3" 4'S" X 7400 X SION DEEP 111 COMPOUND WATER METER AND STRAINER, MANUFACTURED BY SENSUS. METER TO BE PROVIDED BY THE CITY WATER DEPARTMENT. PROVIDE GALVANIZED PIPE SUPPORT UNDER METER. Q DUCTILE IRON PIPE, FXPE. O FLANGED COUPLING ADAPTOR EQUAL TO SMITH BLAIR 0912. © RESILIENT- SEATED GATE VALVE, ANNA C -509, NRS, FLANGED. O TEE, F, CEMENT LINED. © ELBOW, F, CEMENT LINED. 70 DUCTILE IRON PIPE, FXPE, LENGTH TO FIT. © DUCTILE IRON MJ SOLID SLEEVE WITH HIM LUGS. 911 BYPASS VALVE, EQUAL TO NORDSTROM, FIGURE 142 PLUG VALVE WITH TACKING DEVICE. ® CHECK VALVE EQUAL TO APCO SERIES 600. , ® WALL PIPE, FXPE, 4'00 MUG, INTEGRALLY CAST COLLAR AT CENTERI W /4'i3'FSF REDUCER ® PRECAST CONCRETE VAULT EQUAL TO PACIFIC INTERNATIONAL PIPE ENTERPRISES, INC. NO. 57500 WA. PAINT VAULT EXTERIOR BELOW GRADE TWO COATS OF KOPPERS BITUNASTIC BLACK SOLUTION, Oat EQUAL. © HOT DIPPED GALVANIZED LADDER TO BE ANCHORED WITH GALVANIZED BOLTS TOP AND BOTTOM. © 4" FLOOR DRAIN WITH 4" DUCTILE IRON PIPE EXTENDING OUT 120 MIN. BEYOND WALL IN DIRECTION REQUIRED. 4" PVC OR GALVANIZED IRON MAY BE USED TO EXTEND FROM 12• OUT FROM VAULT TO DAYLIGHT OR DRAIN LINE. 3" DOMESTIC WATER METER DETAIL (NTS) N0. DATE DESCRIPTION BY t s r 7 ff7, 111 V 1 - c+t t S If x x �4 5 ` i t, gm j 3 b rwj to V z R• kd . Z AR+ei r • r 01Mw JEFFERSON GENERAL HQSPITAL:' 834 SHERIDAN STREET , ' PORT TDWNSEND, WA $$ (206) 385 2290 ,;s• RlMelom i 4/27/94. =` 1 SITE PACKA4E I SS1 }ln.. f ips, n *,nl bC. d .1994.ASS dRC1117FCTS`! _.`r a PF /5a1V ; +'T l;a WE/ y $ANITARI, SEWER t)ETAjj "IA L�p,.45: 66 42FT% 6�,i'irM M'E �1,4'yiit'1'ti ► e4iRVErD�a {,� rC ?h .4'i'S:hec