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Morgan Hill Pump Station Review Set - 2003
JEFFERSON COUNTY WASHINGTON pORT ro tieD 0 Op W X MORGAN HILL BOOSTER STATION AND WATER MAIN IMPROVEMENTS 3 v w fEr Cyr y Mx* _t_• IV CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 00100 (200) 284-0880 INDEX GENERAL SHEET NO. DESCRIPTION COVER G -1 LOCATION MAP, VICINITY MAP, AND SHEET INDEX PORT TOWNSEND G -2 ABBREVIATIONS, GENERAL SYMBOLS, AND GENERAL NOTES 1 WHATCOM PEND G -3 PRESSURE ZONE BOUNDRY, , EAU aKANaGAN FERRY } OREILL AND WATER MAIN LOCATIONS VR LOCATIONS sKACIT / I I (STEVEN I G -4 EROSION CONTROL PLAN z J ^R© CLALLAM n 5NOHOMISH / --- G -5 SITE CONTROL, GRADING, AND PIPING PLAN CHELAN tJJEFFERSON EATTLE rte' r SPOIIANE • G -6 WATER MAIN PLAN jt DaUGLAS/"' ( LINCOLN tl 1 GRAYS MA KING --"' € SPOKANE G -7 WATER MAIN PLAN HARBOR / - KITFTAS GRANT OLYM IA PIERCE f ADAMS WHITMAN I G -8 WATER MAIN PLAN TH RSTON G -9 WATER MAIN PLAN PACIFIC LEWIS FRANKUiv ---+ ARFIELD YAHKIAKUM YAKIMA G -10 WATER MAIN PLAN c wuTZ caLUMB €I SKAMANIA BEN-ION WALLA WALLA ASOTIN G -11 PRV STATIONS PLAN CLARK .. — — — KLICKITAT I / G -12 GENERAL DETAILS VANCOUVER G -13 GENERAL DETAILS G -14 GENERAL DETAILS G -15 HYDRO — PNUEMATIC TANK SITE PLAN VICINITY MAP NOT TO SCALE Cf BOOSTER STATION i . =-3 E3 LOCATION eN I "1 `- \ Ej lL v 5 0000 'tom ° 019D rl j Pip, nNN't, E w. c° L iii Hl 1 111 TTTI I PROJECT LIMITS PORT TOWNSEND LOCATION MAP SCALE: 1"=1000' MECHANICAL SHEET NO. DESCRIPTION M -1 MECHANICAL NOTES AND ABBREVIATIONS M -2 BOOSTER STATION FLOOR PLAN AND SECTIONS M -3 PRV PLAN AND SECTIONS M -4 MECHANICAL DETAILS M -5 HYDRO— PNEUMATIC TANK HVAC SHEET NO. DESCRIPTION H -1 BOOSTER STATION HVAC AND GENERATOR PLAN AND SECTIONS 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w m 0 O oN N Z y N 0 z o8Wz Z zOJa 0000 9 Ur o N STRUCTURAL Q SHEET NO. DESCRIPTION a S -1 STRUCTURAL NOTES AND TYPICAL DETAILS v O S -2 BOOSTER STATION STRUCTURAL PLANS Q S -3 ARCHITECTURAL PLAN, ELEVATIONS, AND BUILDING SCHEDULES S -4 BUILDING DETAILS AND SECTIONS jS -5 BUILDING DETAILS AND SECTIONS 3 O t%1 ELECTRICAL U SHEET NO. DESCRIPTION Ha Cox E -1 ELECTRICAL ABBREVIATIONS AND SYMBOLS Z E -2 ELECTRICAL SITE PLAN It E -3 BOOSTER STATION ONE LINE DIAGRAM AND PANEL BOARD E -4 BOOSTER STATION ELECTRICAL FLOOR PLAN U E -5 ELECTRICAL LIGHTING AND POWER PLAN, LIGHTING AND PANELBOARD SCHEDULE, AND DIAGRAMS E -6 CONTROL PANEL E -7 INPUT AND OUTPUT MODULES ELEMENTARY WIRING DIAGRAM E -8 MISCELLANEOUS ELECTRICAL DETAILS E -9 HYDRO— PNEUMATIC TANK ELECTRICAL DETAILS 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w m 0 O oN N Z y N 0 z o8Wz Z zOJa 0000 9 Ur o N z O Q m p a zz W v O F a Q Z ULi d 0 j E Q 3 O t%1 U JOB Oaaa k' aO z O Z t cc Z Z O W 5 : F a o Z U. f o j E 3 O W W JOB Ha Cox cr W Z Z O— Oz It O O IL U 69 6 z Z z O cs'qoN t o Z Z IF- W 5 : F a o i f 4w j E Z z O 1- Z Z IF- WLLI to v=i i Z 3 j E 3 O W W zHa Cox z O— Oz W O 01 2 69 IL Z U.o W o< O U o <a OHW3 UW iQ SHEET: G -1 OF: 15 JOB NO.: 02656 DWG: Gt —INDEX ABBREVIATIONS AB ANCHOR BOLT AC ASPHALT CONCRETE ACP ACOUSTIC PANEL ACON ASBESTOS CEMENT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTR ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ACCESS PANEL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY AVE AVENUE AWS AMERICAN WELDING SOCIETY BFP BELT FILTER PRESS BI BLACK IRON BLD FLG BLIND FLANGE BLDG BUILDING BLK BLOCK BOO BOTTOM OF DUCT, BIOCHEMICAL OXYGEN DEMAND BOW BOTTOM OF WALL BTWN BETWEEN BVC BEGIN VERTICAL CURVE C CONDUIT CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CCP CONCRETE CYLINDER PIPE CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CI CAST IRON CL CLASS CLAR CLARIFIER q- CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT CONC CONCRETE CONN CONNECTION CONT CONTRACTOR CONV CONVEYOR CPLG COUPLING CONTIN CONTINUED COP COPPER CP CORNER POST CSH CONCRETE SURFACE HARDENER CTR CENTER CX CONNECT TO EXISTING D DRAIN DI DUCTILE IRON DIA DIRECTION DIR DIAMETER DISCH DISCHARGE DN DOWN DO DISSOLVED OXYGEN DP DIFFERENTIAL PRESSURE E EAST EA EACH ECC ECCENTRIC EG EXHAUST GRILLE EFF EFFLUENT EL ELEVATION EL ELBOW ELEC ELECTRICAL EMERG EMERGENCY EXIST EXISTING EXP EXPANSION EW EACH WAY EVC END VERTICAL CURVE FAB FABRICATED FCA FLANGED COUPLING ADAPTER FCO FLOOR CLEANOUT FD FLOOR DRAIN FF FACTORY FINISH, FINISHED FLOOR FIG FIGURE FIN FINISHED FL FLANGE FL FLOW LINE FLEX FLEXIBLE FLR FLOOR FPM FEET PER MINUTE FT FEET FT2 SQUARE FEET GA GAUGE GALV GALVANIZED GEN GENERAL GI GALVANIZED IRON GOVT GOVERNMENT GPD GALLONS PER DAY GPM GALLONS PER MINUTE GRD GRADE GRV GROOVED PIPE OR COUPLING GSM GALVANIZED SHEET METAL GV GATE VALVE GWB GYPSUM WALL BOARD H HEIGHT HEX HEXAGONAL HORIZ HORIZONTAL HP HORSEPOWER HR HOUR HDPE HIGH DENSITY POLYETHYLENE ID INSIDE DIAMETER IE INVERT ELEVATION INF INFLUENT INV INVERT J BOX JUNCTION BOX L LENGTH LB POUND LB /HR POUNDS PER HOUR LF LINEAR FEET MAG MAGNETIC MAX MAXIMUM MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MFGR, MFR MANUFACTURER MGD MILLION GALLONS PER DAY MGA MILLIGRAM PER LITER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MO MID ORDINATE N NORTH No. NUMBER NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH N ADMINISTRATION PE PLAIN END PERF PERFORATED PL PLATE PLYWD PLYWOOD POT POTABLE PRV PRESSURE REDUCING VALVE PS PIPE SUPPORT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PTS PAINTED SURFACE PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT QT QUARTER QUAD QUADRANT RAG RETURN AIR GRILLE RAS RETURN ACTIVATED SLUDGE RD ROOF DRAIN RED REDUCER REINF REINFORCE REQD REQUIRED RESTL REINFORCING STEEL RI X RELOCATE EXISTING GENERAL SYMBOLS 1/4" FT. SLOPE 1/4" PER FOOT FLOW DIRECTION (AIR, WATER) OPENING SF GROUND SHT ASPHALT SECTION t'•., ,. ', CONCRETE SECTION SL WATER SURFACE THRU THROUGH O ELEVATION REFERENCE POINT O LEGEND /NOTE CALL OUTS TOG PIPE SUPPORT TOW ELECTRICAL MAST 0 SQUARE SECTION 4 PIPE SECTION SPACING CENTER ON CENTER SIZE OF DEFORMED BAR 2 DIAMETER C1 RECTANGULAR SECTION L ANGLE W WIDE— FLANGE SHAPE C CHANNEL 13! PLATE ot SANITARY SEWER CENTER LINE EXAMPLE OF SECTION NUMBERING SYSTEM AND PLAN /DRAWING TITLES FOR DETAILS, SUBSTITUTE DETAIL NUMBER FOR SECTION LETTER RM ROOM RO ROUGH OPENING ELEVATION VIEW A RS RAW SEWAGE ON SHT. M99 -1 gg_gR/W RIGHT -OF -WAY RX REMOVE EXISTING S SOUTH, Sc SCUM SCH SCHEDULE SF SQUARE FEET SHT SHEET SL SLOPE SL SLUDGE SECTION LETTER SECTION CUT q OR DETAIL NUMBER ON SHT. M99 -9 gg_ ON SHT. M99 -9 THIS SECTION IS IDENTIFIED AS: SHT. ON WHICH SECTION OR DETAIL APPEARS SECTION A SECTION LETTER OR DETAIL NUMBER SCALE: ?" =1' -0" M99 -1 SHT. FROM WHICH SECTION OR DETAIL WAS TAKEN SOC SOCKET SECTION LETTER SECTION LETTER SP STATIC PRESSURE (D:,:: OR DETAIL NUMBER A OR DETAIL NUMBER SPECS SPECIFICATIONS SQ SQUARE SECTION APPEARS ON SECTION IS TYPICALSSSTAINLESSSTEELSAMEDWGASCUTTOMANYPLACESSTASTATION STD STANDARD STL STEEL STRG STRONG DRAWING TITLE IDENTIFICATION SUC SUSPENDED CEILING TAPD TAPERED TB TOP AND BOTTOM TC TOP OF CURB TDH TOTAL DYNAMIC HEAD TEL TELEPHONE THK THICK THRD THREADED THRU THROUGH TK TANK TOC TOP OF CONCRETE TOG TOP OF GROUT TOW TOP OF WALL TS TOTAL SOLIDS TYP TYPICAL VC VERTICAL CURVE VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VIS VINYL SHEET VS VOLATILE SOLIDS VTR VENT THROUGH ROOF W WIDTH, WEST W/ WITH WAS WASTE ACTIVATED SLUDGE WCO WALL CLEANOUT WD WIDE W/0 WITHOUT WS WATER SURFACE WWM WELDED WIRE MESH WWF WELDED WIRE FABRIC DRAWING TITLE SCALE: ? " =1' -0" DETAILS ARE REFERENCED IN A SIMILAR MANNER EXCEPT NUMBERS ARE USED INSTEAD OF LETTERS PROPERTY LINE RIGHT -OF -WAY LINE SECTION CORNER I 1/4 CORNER TREES SHRUBS F777777,1 20 0 YH v C.O. BORING AND TEST PIT LOCATIONS BUILDINGS CONTOUR YARD HYDRANT CLEANOUT ELECTRICAL PULL BOX TREES (SEE ALSO LANDSCAPE PLAN) SHRUBS 20 YH C.O. N GENERAL NOTES 1. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" MISCELLANEOUS SYMBOLS AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW * DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITHCONSTRUCTION, STRUCTURES, FACILITIES, AND FEATURES ARE SHOWN IN HEAVY AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS ANDLINEWEIGHTS. ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. 2. MANY OF THE SYMBOLS SHOWN ON THIS LEGEND ARE USED ONLY WHERE ** DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OFTHEYPROVIDECLARITYANDARENOTNECESSARILYUSEDINALLAPPLICATIONS. PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. SOME CONTRACT DRAWINGS MAY HAVE ADDITIONAL LEGENDS APPLICABLE FOR THAT SPECIFIC DRAWING. SYMBOLS SHOWN ON SPECIFIC DRAWINGS GOVERN. 3. THE CONTRACTOR SHALL VERIFY ALL PLANIMETRIC FEATURES AND DIMENSIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS REFER TO THE HORIZONTAL AND VERTICAL PROJECTED PLANES, UNLESS OTHERWISE INDICATED. BORING AND TEST PIT LOCATIONS BUILDINGS CONTOUR YARD HYDRANT CLEANOUT ELECTRICAL PULL BOX 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w o0 N cqN N Li D coZNN Z 0 rnry, w z 0 O J 0 003 U o o o SYMBOL LEGEND Z EXISTING O NEW ASPHALT PAVEMENT ASPHALT PAVEMENT Z GRAVEL SURFACING p M.,'' iNr. ^ I;: ti GRAVEL SURFACING v a r d c. b CONCRETE SURFACING CONCRETE SURFACING Q N wzz GRASS a FENCE 1,,- --- lE --lt- FENCE W WATER MAIN w WATER MAIN UGT — UNDERGROUND TELEPHONE UGT UGT SS -- SANITARY SEWER SANITARY SEWER GATE VALVE N GATE VALVE BUTTERFLY VALVE V BUTTERFLY VALVE N CHECK VALVE N CHECK VALVE 1 PLUG VALVE IN PLUG VALVE i THRUST BLOCK THRUST BLOCK UTILITY POLE WITH GUY WIRE UTILITY POLE WITH GUY WIRE 0- UTILITY POLE UTILITY POLE LUMINARY LUMINARY (SEE ALSO ELECTRICAL) JUNCTION BOX (AS NOTED) m JUNCTION BOX (AS NOTED) 0 MANHOLE MANHOLE FIRE HYDRANT I FIRE HYDRANT WATER METER la WATER METER MONUMENT MONUMENT n SIGN SIGN 0 TYPE 1 CATCH BASIN OR CURB INLET TYPE 1 CATCH BASIN OR CURB INLET @ TYPE 2 CATCH BASIN 0 TYPE 2 CATCH BASIN PROPERTY LINE RIGHT -OF -WAY LINE SECTION CORNER I 1/4 CORNER TREES SHRUBS F777777,1 20 0 YH v C.O. BORING AND TEST PIT LOCATIONS BUILDINGS CONTOUR YARD HYDRANT CLEANOUT ELECTRICAL PULL BOX TREES (SEE ALSO LANDSCAPE PLAN) SHRUBS 20 YH C.O. N GENERAL NOTES 1. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" MISCELLANEOUS SYMBOLS AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW * DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITHCONSTRUCTION, STRUCTURES, FACILITIES, AND FEATURES ARE SHOWN IN HEAVY AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS ANDLINEWEIGHTS. ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. 2. MANY OF THE SYMBOLS SHOWN ON THIS LEGEND ARE USED ONLY WHERE ** DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OFTHEYPROVIDECLARITYANDARENOTNECESSARILYUSEDINALLAPPLICATIONS. PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. SOME CONTRACT DRAWINGS MAY HAVE ADDITIONAL LEGENDS APPLICABLE FOR THAT SPECIFIC DRAWING. SYMBOLS SHOWN ON SPECIFIC DRAWINGS GOVERN. 3. THE CONTRACTOR SHALL VERIFY ALL PLANIMETRIC FEATURES AND DIMENSIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS REFER TO THE HORIZONTAL AND VERTICAL PROJECTED PLANES, UNLESS OTHERWISE INDICATED. BORING AND TEST PIT LOCATIONS BUILDINGS CONTOUR YARD HYDRANT CLEANOUT ELECTRICAL PULL BOX 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w o0 N cqN N Li D coZNN Z 0 rnry, w z 0 O J 0 003 U o o o Z O 0o s Z tdNvam d F-cc U Q z wzz a o v W zz y- J 3 0 ExEx z a V) 0 Q d 6 z to's Z O 0o s Z 0 0 z LL M F-cc w wzz a v 6 z to'sSyy0 0o s pR0 w5 ZN OZ H Z; Z W= 42 m01NH Z3 y> 3 0 O W w IL OCj O cc Z O. ZJ OZ WWIW O z© IL J O O zF- < S < W 00 < LdV' x SHEET: Q -Q OF: 15 JOB NO.: 02656 DWG: G2- ABBREV GENERAL NOTES: o f ja lo* —AC w—_ I If IT-201 f/ ' °'A° ' tae T 70--'Ac U ( } ( V213 Ij E , N wppNlyr 6jj Pi f f U, 1 rW .. Sc _ _ f a a 1 y VLI6 wV T i O1 NEW MORGAN HILL PRESSURE ZONE BOUNDARY O2 PRV STATION – JACKSON /M cKINLEY (SCHEDULE C), SEE SHEETS G -11 AND M -3 to0z_ ',°N Z z O I7 -150 f V'f jj 1 rl i+ J d 1 < J e g1 r •! 1 1 i k i/ ' / q 3 PRV STATION – MADISON SCHEDULE C , SEE SHEETS G -11 AND M -3O W Z w Z oJa N Sf/ CUT IN NEW VALVE ON EXISTING 6 –INCH WATER MAIN – CLOSE VALVE (SCHEDULE C) –NEW 6" RSGV, MJxMJ G 5 3 OU in 3 slbf 3f { i 6'iS i, 1y R: \\ / L —' w • "w..IS ' • 5 j , H yyM1\ s F' • a \,+' i4 q 1 0.. /F L , l 50 HYDRO – PNEUMATIC TANK AND REMOTE PRESSURE SENSOR (SCHEDULE C), SEE SHEET M -5 On LLI p e U'r s+ Y21,1 MORGAN HILL BOOSTER STATION SCHEDULE A), SEE SHEETS G -4, G -5, M -1 AND M -2 5 J _ yti. Yv. 6 / G r' q ' , \ z, ` yi' ;y pus -- - t' dI - ,%` CT ICJ 1 f J/ • • \ \ F z q G —* WATER MAIN PLAN SHEETS (SCHEDULE B), SEE SHEETS G -6 THROUGH G -10 6" AC EXISTING WATER SYSTEM, PIPE SIZE AS SHOWN 0 o j o j} r 1 uj i'") Se °'' q yFS / , 0 VI 0 U aC , Irk S Q j v 11 rs Z t L 6 IrTj V2 M IT k••t cc cr 5 7 W co Z ZJJ 6 s 1 z 4 0 ozf \ °a ..y V f if q j "— l Nry rt 1` l n sDOW y - f • r= "r. =-_ ;- •;f.; .t::;,'t: =5 =,:,:Y. :' " +tea' >_._:':, _ _ _ - _ _ _ i' a / f I 1£ .,,, ( -- -},5 Y „% # >i: ; _1ir`*,`?,fi, x _ _ , 3r: ;.r: -' ';5' i:'s F\ l F Sv 40 a zr k' c:,_, •_- -_ _`- := :E'j'3E I4I tR B pJ Of W Pji:'p'_= V21]] Q "V• - - - 7 Pi- Li',:'': ;i:.'-_4::'Y's, 12-1 e W r a r f - __ 41 lA 6 ^ aa \\ b g F• i f. Vi f" I. fj i t"'t •. l Z . 4 S ,+ t` ' z, V] .3 ; t 4 i 5, L • V' YSS Vu NMIN jj Jf k Ei'1b 1 cs «qRe t jJ _ _ : 4Y' ` .::t_ _ _ _ _ E Y° /r ` r. Lam Z CJ Z L Lu rt coo [VW 2 174 - V' Da3 O Q IL 00 1 O z VW O O z e f ~3 IL JN r, 5 ,. a = =f is q 1:/ i z LL o zO V W W y Y q at 0 J W O Z si r' \ \; k f r"`f'\ \G l+ /R y S,? B' S, Vq V a• 3 ,y. i.!/.•// J SHEET: G -3 PROJECT LOCATION AND PRESSURE ZONE BOUNDARY 0 1” 2" OF: 16 SCALE: 1"=200' JOB NO.: 02656TWOINCHESATFULLSCALE. IF NOT, SCALE ACCORDINGLY DWG: G3 –PRV l F STREET O t('t 1 SP PROTECT TREE ROM IDWAAGE k AT ALL TIMES DURING°.THE L — j CONSTRO CONSTRUCTION PERIOD 141 46 INST4L SILT 4 a FENCE G -1 ° ' \ S , '' ; ` a v A 140PGzCCAG' E7rhLG OS t NN. . REMOVE BATTING CAGE fie NETTIN AND POSTS MORGAN HILL x 0 BOOSTER STATION CONSTRUCTION LIMITS — s f / 4 ENTRAkET10N G -13 IiI t Ll 1 t t F y, f i DURING ALL TI r 1 f I _ % vv L GE / j 12 D. REMOVE XISTING FENCE 11 ff I E ROU DAMAG S I RING THE ON PERIOD J , 1' t 146—/¢ 1 N-N, t r ° 145 144 ,."` 1 -- --- `. c3 a Ix iQ I l F Ld 143 r X42 ! ' t y r O (' t 141 If I SITE PLAN SCALE: 1"=10'-O" EROSION /SEDIMENTATION CONTROL GENERAL NOTES 1. EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE PORT TOWNSEND MUNICIPAL CODE. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED BY THE CONTRACTOR IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED EROSION /SEDIMENTATION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EROSION /SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND AS UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION /SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY IS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF THE SEDIMENT. ALL CATCH BASINS, AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY /COUNTY RIGHT -OF -WAY OR INTO THE STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM DRAINAGE SYSTEM. 7. EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING A STORM EVENT. SEDIMENT SHALL BE REMOVED TO ENSURE THE FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 8. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. HYDROSEED ALL DISTURBED AREAS. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWO DAYS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING, OR PLASTIC COVERING. 10. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCHES. 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0CDo o° 0 V N m Q W N Z to N z Z J Q o w3 U o W V) o Z Z UJ 0 co vx): Er a I Z O O o a ljP0Q a Ygo 5 Ki N W w m 0 F V o ma O 2 pQz 3 0 o LL o W w 0z a Ld W U o LL oU i Q U Q0N0 0 dCL a 0 Z Z Z; UJ 0 co vx): Er a I Z O O o CC ljP0Q a Ygo 5 Ki mOcl; w 5 Ld o ma 0 wz0 CL 3 0 o 6 z in zo Z coH Z; UJ co vx): Er a I Z3 N> 9C. CC ljP0Q a Ygo 5 Ki 0 in zo Z coH Z; UJ co vx): 4c 2 Z3 N> i CC 0 Ki 0 w J o ma 0 O IL 3 o LL o W O 0z a W n LL oU i Q SHEET: G -4 OF: 15 JOB NO.: 02656 DWG: G4 _EROSION F $rREET I _ w ur 7iCPi ( 4t 0 INSTALL CHAIN 1 k 1 \ 9 LINK FENCE G -13 ° N t G} E!`7ido G R aATIo v 142 t MOWING EDGE 3 AROUND BLDG. G -14 f 6 50 LF OF 6" PV6 STORM DRAIN t 6 100 LF OF 6" PERFORATED - G-12 PVC STORM DRAIN o I 6 1 t C.P. No.1 w A. p \ 411 \ STALL CHAN 1 INK FENCE G -13 w w D.r t NitiN J2' DOUBLE SWING MA G -1 ' \ f149 147 YARD AN W/ SPLA H B 0 - 8 " RSGV, MJxMJ STAL CH N `` 7'_0" 14s JK F NCE r G- 3 201J 145 SEE SHEET G -8 SCALE: 1 " =1 144 f 143 142 141 W acs t X r i 3 TRESSURE 5 \ RANSMITTER \ CROSS OVER 12" WATERMAIN \ 1 f r \ CONTROL POINTS f 1 -8" 90' BEND, jMJxMJW/ THRUST BLOCK 1 r 1 -12" TEE, FLxFL W/ THRUST BLOCK 2 -12" RSGV, FLxMJ i I 1- ADAPTER, FLxMJ f 1 -SOLID SLEEVE C.P. NO. NORTHING EASTING ELEVATION COMMENTS 1 414621.04 1168195.31 152.20 SEE SHEET G -5 2 414413.19 1168156.67 139.47 SEE SHEET G -8 3 414348.20 1168346.64 139.70 SEE SHEET G -8 4 414043.99 1168330.85 153.94 SEE SHEET G -7 5 414336.35 1168492.90 140.15 SEE SHEET G -9 6 414190.46 1168105.67 152.47 SEE SHEET G -7 PROJECT COORDINATES Y 1 f i NO. NORTHING EASTING COMMENTS 1 414610.50 1168127.24 NW CORNER OF BLDG. 2 414580.00 1168155.74 SE CORNER OF BLDG. 3 414626.50 1168130.87 NW CORNER OF FENCE 4 414575.85 1168173.80 SE CORNER OF FENCE 5 414614.79 1168182.25 NE CORNER OF FENCE 6 414575.72 1168173.69 SOUTH POST OF GATE I r APPROXIMATE WATER MAIN LENGTHS: CHESTNUT STREET 12 -INCH 140 LF CHESTNUT STREET 8 -INCH 160 LF 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w C O N W Z z 0O m w ZO 0 Z Ld OJ < Zz Z 009 o LL N W a m O U0azo Ld a w m 80N M 0 Q Oaaa Q 0 Z O Z O V z LLD w 30co wZZ cc 0 a 0 0 z i as ire M R ° c rli'pQ s pgo`` ZS Z zN < O 01-- oJ. Wz HW Cow _ <2 z Z3 to> oL-. O O w OZ Z cmQt a 3 v LL o = W 1 O Z o a z L O0 WUw zQ I -. W SHEET: V1 -5 OF: 15 JOB NO.: 02656 DWG: G5- SITEPLN W 10 MAINTAIN 10' MIN. SEPARATION BETWEEN WATERANDSEWERMAINS. O CONTRACTOR IS RESPONSIBLE FOR REPAIR OFANYUTILITIESBROKENDURINGCONSTRUCTION. Q3 THE NEW WATER MAIN SHALL CROSS UNDER ALL EXISTING UTILITIES (EXCEPT SEWER MAIN) UNLESS SHOWN OTHERWISE ON PLANS. MINIMUM COVER SHALL BE 3' -6 ". SIDE SEWER LOCATIONS ARE NOT SHOWN. O REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILLVOIDWITHCRUSHEDSURFACINGANDASPHALTPATCH. TEMPORARY BLOWOFFS ARE REQUIRED FOR EACH STUB FOR FLUSHING BEFORE CONNECTING TO THE EXISTING SYSTEM. 7O THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTINGA.C. WATER MAIN SHALL BE LIMITED TO 100 FEET. SILT FENCE (SEE DETAIL SHEET G -12). g0 STRAW AND HAY BALE BARRIER SEE DETAIL SHEET G -12). 10 CATCH BASIN INLET PROTECTION SEE DETAIL SHEET G -12). r t / L w i t vv j PLAN SCALE: 1"=20'-O" 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w 4^ J U) s N W W Z O O Ur = co J 2 Zc z O o3 w o V N 1- O V WQZ > zz C LLj 3 U w LLI IL O V O U Q 0aa a0 ZN O~ Z Z c H O N o O W O Lu IL w 30 y 2 i W Z Z J O ma O a 0 6 Z m p Go ZN O~ Z c H WW= 2 Z3 N W O W O Lu IL W H y 2 i J O ma III Z LL 0 W Oo 3a H 3 V O iQ SHEET: a -6 OF: 15 JOB NO.: 02656 DWG: G6- WATERMAIN 0 wA\ 08 N oN N LLILLI Z_ N z v Z 00WZ 0 z OjZ p O3 M :io N ¢ m O O U WZ > Q 0 O N U Q aa 0 6 Z R qc rll'pQ s PgO g Z5 p ZN Q Z Z Z H O Z O o o W O uia 5 uj N J W Z Z IL m mQ O Z IL j 0 6 Z R qc rll'pQ s PgO g Z5 p ZN QZ Z H Z W Z 3 ni W o W O uia a N J0. z IL mQ Z a j U.o w U Go 3a vw o Q SHEET: V -% OF: 16 JOB NO.: 02656 DWG: G7_WATERMAIN 0 w o Z N v Z 0 Olwz0 LLI 0) O Z Lo0 z Z O 8% W N Daaa a0 O N Q m K Z co U 0 WO Z 0 U U 0 Q Daaa a0 M rA ZN p- a loot, HW O co a M Z 0 o O W a w JO j WZZ w O IL 0 M rA GOZ ZN p- a loot, r C HW co GOZ ZN p- Z; W= HW co a M Z3 W W O W O a a pO0 a IL Z LL. 0 zW 3oas V> o z a SHEET: (3 -8 OF: 15 JOB NO.: 02656 DWG: GS_WATERMAIN CID w ILI W N f \ f \ f f f f f p f t d 1 fr 1 -8" 22 1/2' BEND, MJxMJ W/ THRUST BLOCK w' 1 -8" 22 1/2' END, MJxMJ W/ THRUST OCK O f i i f I l r If r l i R $ rREFr i v \\ 9 f f j 0 f WATER MAIN I' TO CROSS ,r OVER SEWER t SEE SHEET G -10 tfgirs REMOVE CAP AND CONCRETE THRUST BLOCK AND CONNECT TO EXISTING 12 "D.I. (° 1- 12 "x8" REDUCER, MJxMJ I 1 -8" SOLID SLEEVE f 1 -8 "x4" REDUCER, PExMJ 2 -8" 45' BENDS, MJxMJ W/ THRUST BLOCKS F.11 c 1 -4" FLEXIBLE COUPLING, DIxAC 10 ! ; r / WON 1 21 i w rREFr i l i rr \ REMOVE CAP AND CONCI*TE THRUST 1toBLOCKANDCONNECTTOEXISTING12" D.I. 1- 12 "x8" REDUCER, MJxMJ` ! \ 1 -8" SOLID SLEEVE ` r 4 r i 90' BEND, FLxFL W/ THRUST BLOCK \ ° 1 -8" RSGV, FLxMJ r 1 -8" ADAPTER, FLxMJ P. N0.6 NOTES: 10 MAINTAIN 10' MIN. SEPARATION BETWEEN WATERANDSEWERMAINS. 0 CONTRACTOR IS RESPONSIBLE FOR REPAIR OFANYUTILITIESBROKENDURINGCONSTRUCTION. O3 THE NEW WATER MAIN SHALL CROSS UNDER ALL EXISTING UTILITIES (EXCEPT SEWER MAIN) UNLESS SHOWN OTHERWISE ON PLANS. MINIMUM COVER SHALL BE 3' -6 ". SIDE SEWER LOCATIONS ARE NOT SHOWN. Q5 REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILL VOID WITH CRUSHED SURFACING AND ASPHALT PATCH. TEMPORARY BLOWOFFS ARE REQUIRED FOR EACH STUB FOR FLUSHING BEFORE CONNECTING TO THE EXISTING SYSTEM. 70 THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTINGA.C. WATER MAIN SHALL BE LIMITED TO 100 FEET. SILT FENCE (SEE DETAIL SHEET G -12). gO STRAW AND HAY BALE BARRIER (SEE DETAIL SHEET G -12). 10 CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET G -12). 11 SERVICES TO REMAIN ON EXISTING WATER MAINS. G) PROJECT COORDINATES NO. NORTHING EASTING COMMENTS 8 414428.80 1168522.79 22 -1/2' BEND 9 414401.69 1168505.08 22 -1/2' BEND APPROXIMATE WATER MAIN LENGTHS: E STREET 8 -INCH 85 LF ALBERT STREET 8 -INCH 135 LF OAK ST. 8 -INCH 60 LF (HIGH PRESSURE) OAK ST. 8 -INCH 50 LF (HIGH PRESSURE) 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY w 0OO ON N ui ozEnNv z prnAwl ry LJ 1 Z Go M/ 0) O Z zzZz J < z z p N o3 Ott w M O N OW a m 0 0 v zz U a 0 N a U Q 0aaa a0 R Z Z W Z OW O xto ZLOLM i/i w zo O W O wa 5 30 02 Wm Z ZO a O ma a. J V R OZ Z W Z OW W xto i/i w O W O wa w OZ Z W Z OW xto Z 3 i/i w O W O wa w 02 a O ma CL J LL o W O a 3o w wa SHEET: OF: 16 JOB NO.: 02656 DWG: G9- WATERMAIN w m U) N LLJ w N OZv 1 " - z OI t3 — 01 w z ° LLJ W - _ CD W _ W _ 6 l IDA 8„ gTER M VC ss N Q cd O U z is g YW 0 PVC ER MAIN ¢ v i a f a to 0 U a d D OImn 1 _ z JOCIO NOTES: LU Z ZZ 10 MAINTAIN 10' MIN. SEPARATION BETWEEN WATER a AND SEWER MAINS. O CONTRACTOR IS RESPONSIBLE FOR REPAIR OF Izo ANY UTILITIES BROKEN DURING CONSTRUCTION. 03 THE NEW WATER MAIN SHALL CROSS UNDER ALL EXISTING UTILITIES (EXCEPT SEWER MAIN) UNLESS SHOWN OTHERWISE ON PLANS. MINIMUM COVER SHALL BE 3' -6 ". SIDE SEWER LOCATIONS ARE NOT SHOWN. 50 REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILL y S0NVOIDWITHCRUSHEDSURFACINGANDASPHALTPATCH. ti42o TEMPORARY BLOWOFFS ARE REQUIRED FOR EACH STUB FOR 0 F a FLUSHING BEFORE CONNECTING TO THE EXISTING SYSTEM. U o } "`qn eti y O7 THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTING A.C. WAFER MAIN SHALL BE LIMITED TO 100 FEET. COQ yR SILT FENCE (SEE DETAIL SHEET G -12). g0 STRAW AND HAY BALE BARRIER (SEE DETAIL SHEET G -12). 10 CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET G -12). 11 TRANSFER SERVICES TO NEW LOW PRESSURE WATER MAIN. ZN Go 0 Z NN Hw Z 3 ui W O W O w a J mQ Z a .j LL o = W jOU ZO Q 3 W m3 ciW 0Q SHEET: a -10 0 1" 2" OF: 16 TWO INCHES AT FULL SCALE. JOB NO.: 02656 IF NOT, SCALE ACCORDINGLY DWG: G10_WATERMAIN r i C. P. No. X PRV ELEV. 200.0 2" PRV SETTING 50 PSI 6" PRV SETTING 45 PSI UPSTREAM PRESSURE 95 PSI MADISON PRV STATION SCALE: 1"=20'-O" i Lo i 0Q oy d• N. / 2 -8 "x8" TEES, FLxFL W/ THRUST BLOCKS 3 -8" RSGV, FLxMJ 1 -8" ADAPTER, FLxMJ 2- 10 "x8" REDUCERS, PExFL 2 -10" FLEXIBLE COUPLINGS, A.C. x D.I. 2 -8" 90' BENDS, MJxMJ W/ THRUST BLOCKS 1 - PRV STATION (GC SYSTEMS) 6 ", 4' MAXIMUM VAULT DEPTH INSTALL TO MATCH EXISTING GRADE PRV ELEV. 178.0 2" PRV SETTING 59 PSI 6" PRV SETTING 54 PSI UPSTREAM PRESSURE 104 i JACKSON /McKINLEY PRV STATION SCALE: 1"=20'-O" i g o" 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w o0 0 Fn1 V) " N Ld 51 Lu CD QA Z N Z c rnLd W Z O LLI 0) J Z Z 03 o 0~ Z H O y aZ3 I.. ink 0 LL D 0 O Q a. z N cr. m O O In. Imm W Z a 0 x J o NOTES: o o. UO sa PRV ELEV. 178.0 2" PRV SETTING 59 PSI 6" PRV SETTING 54 PSI UPSTREAM PRESSURE 104 i JACKSON /McKINLEY PRV STATION SCALE: 1"=20'-O" i g o" 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w o0 0 Fn1 V) " N Ld 51 Lu CD QA Z N Z c rnLd W Z O LLI 0) J Z Z 03 o 0~ Z H O y aZ3 I.. ink 0 LL D 0 O Q a. z N W cr. m O O In. Imm W Z a 0 x J o z o o. UO sa LLj o U 00 J waaUmz 0 V) 0 U Q 0CLaa Q0 4 Pdd r oon o 0~ Z ix H O y aZ3 I.. ink W O D 0 O LL. a. z J co cr. 5 O In. Imm W Z Z x J O a 0 o. 4 Pdd r oon o 0~ Z c~a H W y aZ3 I.. ink W O O W I. a. z 1— co i o o- m In. Imm O Ra L J LL o W o. UO sao u- v' 00 a SHEET: G-11 OF: 16 JOB NO.: 02656 DWG: G11 -PRV HYDROSEED OVEI 4" IMPORT TOPS FINISHED GRADE BACKFILL MATER OF SUITABLE EXI MATERIAL OR GR AS REQUIRED SPECIAL PRECAL PROTECT PIPE T BACKFILL MATER OF GRAVEL BAST D.I. WATERMAIN FOUNDATION GRi AS REQUIRED MAX, SURFACE RESTORATION ems.. / \•rIT \ \ \.\T 12" PIPE- 3'- 0" NOT TO SCALE SIDEWALK WIDTH VARIES VARIES 5' -8' wz 2% SLOPE - J 4" MIN. I I - ISUITABLE NATIVE SOIL 1^ 18 AT 90% COMPACTION SECTION 3/8 "x 1 -1/2" CONTRACTION JOINT ® 15' C.C. CURB AND GUTTER, SEE DETAIL 7 ALL EDGES SHALL BE CUT IN SMOOTH STRAIGHT LINES PRIOR TO PAVEMENT REPAIR EXISTING PAVEMENT COMPACTED GRAVEL BASE BACKFILL 3/8" x 13" EXPANSION JOINT. FELT TO EXTEND 1" PAST BOTTOM OF CURB AND GUTTER SECTION 1' -0" ASPHALT CONCRETE PAVEMENT CLASS "B" MATCH EXISTING PAVEMENT THICKNESS PLUS 1" OR 3" TOTAL, WHICHEVER IS GREATER 7' -0" FOR SINGLE PIPES 1' -0" NOTES: 1. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE PLACED PER SEC. 5 -04 OF THE WA. STATE D.O.T. SPECIFICATIONS. 2. ALL DEPTHS INDICATED ARE A MINIMUM COMPACTED DEPTH. NOT TO SCALE MIRAFI 100 NS OR EQUIVALENT FILTER FABRIC MATERIAL 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT PROVIDE 3/4" - 1 1/2" WASHED- GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST OR STEEL FENCE POST 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT- SECTION 1' MIN. I I NEAT LINE CUTS (SAWCUT) SHALL BE TACK COATED AT THE FACE PRIOR TO PAVING AND SEALED AT THE TOP WITH A HOT PAVING GRADE ASPHALT 4" MIN. OF CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) 3 PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY 2 REBARS, STEEL PICKETS OR 2 "x2" STAKES 1 -1/2' TO 2' IN THE GROUND WIRE TIE ANCHOR FIRST STAKE TOWARDS PREVIOUSLY LAID BALE BALE TIES STRAW AND HAY BALE BARRIER DETAIL 5 NOT TO SCALE TYP. FILTER FABRIC- 6" PERFORATED PVC PIPE 1 1/2--3/4- GRAVEL BACKFILL FOR DRAINS PLANT WITH SEED MIX 12" ° MIN. pB 12" CAP MIN. 127. 2' -0" MIN. DRAIN PIPE DETAIL 6 NO SCALE TYp, 2 NOT TO SCALE 2 "x4" WOOD POST — OR STEEL FENCE POST ELEVATION NOT TO SCALE m rME PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAM GUARD BASIN INSERT x'3003, FROM FOSS ENVIRONMENTAL OR APPROVED EQUAL 7440 W. MARGINAL WAY S. SEATTLE, WA 98108 -4141 PHONE: 1- 800 - 909 -3677 NOT TO SCALE 7 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY w 8A, 0 0 N NV) N ws" Z v, z o+ r W z ° 0 z yyy mco V z za on o o a z J U 0 D VUI 0 U Q 0aa a0 Zy p z I Z; UJ Z MIRAFI 100 NS OR ADAPTER SKIRT ZOO ICURB MINIMUM SIDEWALK WIDTHS EQUIVALENT FILTER FOR A PERFECT FIT) O Ia w Oc FABRIC MATERIAL RETRIEVAL STRAP mZ O IL J CORE AREA 5' 60" WIDE ROLLS - USE W W Us O UO o RESIDENTIAL 8' STAPLES OR RINGS TO 48" 36' Z Q ATTACH FABRIC TO WIRE 2% I NOTES: 1. THRU JOINTS AND CONTRACTION JOINTS SHALL BEIASSHOWNABOVE. . THRU JOINTS SHALL ALSO BE c PLACED IN THE SIDEWALK SECTION AT DRIVE - GUTTERI WAY AND ALLEY RETURNS. ALL JOINTS SHALL BE CLEAN AND EDGED WITH AN EDGE HAVING I i 1/4" RADIUS. JOINTS SHALL BE FLUSH WITH OVERFLOW ir, 2% THE FINISHED SURFACE. I o EXISTING GRADE GEOTEXTILE TO BYPASS in I 2. ALL UTILITY POLES, METER BOXES, ETC. IN FABRIC PEAK STORM IN SIDEWALK AREAS SHALL HAVE 3/8" JOINT I VOLUMES) MATERIAL (FULL DEPTH) PLACED AROUND THEM 24" BEFORE PLACING CONCRETE. cO MATERIAL IN 8 "x12" TRENCH3. PREMOLDED JOINT FILLER SHALL BE i3/8 "x 2" ASPHALT SATURATED FELT OR PAPER. EXISTING DIRECTION OF BROOM I 4. FORMS SHALL BE EITHER WOOD OR STEEL AND iV 6' MAX. CATCH BASIN U) FINISH I SHALL MEET ALL REQUIREMENTS OF THESE SPECIFICATIONS. 1/4" "V" GROOVE 5. CONCRETE SHALL BE AIR ENTRAINED CEMENT SEDIMENT ACCUMULATION 0 MAX. 5' C.C. CONCRETE CLASS 3,000. 2 NOT TO SCALE 2 "x4" WOOD POST — OR STEEL FENCE POST ELEVATION NOT TO SCALE m r ME PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAM GUARD BASIN INSERT x'3003, FROM FOSS ENVIRONMENTAL OR APPROVED EQUAL 7440 W. MARGINAL WAY S. SEATTLE, WA 98108 -4141 PHONE: 1- 800 - 909 -3677 NOT TO SCALE 7 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY w 8A, 0 0 N NV) N ws" Z v, z o+ r W z ° 0 z yyy mco V z za on o o a z J U 0 D VUI 0 U Q 0aa a0 Zy p z Z; UJ Z 0 ZOO zoLL J O Ia w Oc wZZ W mZ O IL J 0 z 6 z A. Zy p A%v -tell Z; UJ Z Lu Z 3 cs O J Co Zy p Z; UJ Z Lu Z 3 Q O J O Ia R O mZ a 0. z J z LL o W W Us O UO o F LL. 3 Op Li Z Q SHEET: G -12 OF: 15 JOB NO.: 02656 DWG: G12 -DET DISTANCE "MAY" BE GREATER THAN 3 1/2 FT. TO ACCOMODATE MIN. COVER CONTRACTOR SHALL VERIFY AND VERTICAL CLEARANCE LOCATION AND DEPTH OF FINISHED GROUND EXISTING AND /OR PROPOSEI ELEVATION UTILITIES Lr! EXISTING - 7 ; UTILITY LINES rO V — — ih 1' -0 L) MIN. z uj e Q0 PROPOSED WATER MAIN- SPACE JOINTS EQUAL DISTANCE FROM CROSSING 1 NOT TO SCALE UNDISTURBED TRENCH EARTH NOTES. WIDTH MIN. 1Q CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT AT ALL EXISTING UTILITY CROSSINGS IN THE EVENT THAT AN 8" SEPARATION CANNOT BE PROVIDED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTILITIES TO ANTICIPATE PROVIDING AND INSTALLING CONCRETE ENCASEMENTS WHERE NECESSARY. CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING. BLIND FLANGE 45' BEND 22 BLINC FLANG ENGASEMENI L7t 1 AIL 2 NOT TO SCALE 90' BEND GATE VALVE TEE TEE BLIND FLANGE OR SMALLER SIZE PIPE 11 114' BEND __-i CROSS THRUST BLOCK — TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET HW PIPE SIZE r FT' FT: FT. FT: FT. 4" 3 1 r NEW UTILITY NONE 6" 4 4 2 1 1 NONE 8" 7 6 4 1 CLASS 0 11 10 6 3 2 6 12" 16 14 UNDISTURBED TRENCH EARTH NOTES. WIDTH MIN. 1Q CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT AT ALL EXISTING UTILITY CROSSINGS IN THE EVENT THAT AN 8" SEPARATION CANNOT BE PROVIDED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTILITIES TO ANTICIPATE PROVIDING AND INSTALLING CONCRETE ENCASEMENTS WHERE NECESSARY. CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING. BLIND FLANGE 45' BEND 22 BLINC FLANG ENGASEMENI L7t 1 AIL 2 NOT TO SCALE 90' BEND GATE VALVE TEE TEE BLIND FLANGE OR SMALLER SIZE PIPE 11 114' BEND __-i CROSS THRUST BLOCK — TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET HW PIPE SIZE FT= FT' FT: FT. FT: FT. 4" 3 1 1 1 1 NONE 6" 4 4 2 1 1 NONE 8" 7 6 4 2 1 4 10" 11 10 6 3 2 6 12" 16 14 9 5 3 9 14" 22 19 12 6 3 12 16" 29 25 16 8 4 16 18" 36 31 20 10 5 20 20" 45 39 24 13 6 24 22" 54 47 29 15 6 29 24" 64 56 35 18 9 35 28" 87 76 48 24 12 48 30" 101 87 55 28 14 55 36" 175 125 76 40 20 78 42" 197 171 107 55 27 107 48" 257 223 140 71 35 14D NOTES: 1. BEARING AREA OF CONCRETE THRUST- BLOCK BASED ON 200 PSI PRESSURE AND SAFE SOIL- BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS 3. CONCRETE BLOCKING (CLASS 3000) SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. MINIMUM ROD DIAMETER SHALL BE 3/4" ASTM A -307 WITH 36KSI YIELD STRENGTH. 3 NOT TO SCALE PLAN _ 6" .. SECTION 1 6" OF QUARRY SPALLS AS SPECIFIED IN SECTION 9 -13.6 OF THE WSDOT STANDARD SPECIFICATIONS. 2O PAVED ROAD O INSTALL ORANGE BARRIER FENCE TO DIRECT TRAFFIC ONTO CONSTRUCTION ENTRANCE GENERAL NOTES: 1. INSTALLATION - THE AREA OF THE ENTRANCE SHALL BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 3. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT -OF -WAY MUST BE REMOVED IMMEDIATELY. 4. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 5. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. NOT TO SCALE NOT TO SCALE a VED SURFACE OPERATING NUT ZION SEE NOTE 1 7 SCREW BOX EXTENSION 5 TYP NOTES: 1. VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN TWO (2) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION WILL BE ALLOWED PER VALVE. MUELLER CENTURY FIRE HYDRANT 4" NST STEAMER PORT TWO 2 1/2" 4" STORTZ ADAPTER NST PORTS MAX I 3 ' 18" MIN, 28" MAX 7 CU. FT. MIN WASHEDGRAVELPASSING1 -1 AND RETAINED ON 1%4 MESH FOR DRAIN CONCRETE BLOCKING TO BE PLACED AGAINST UNDISTURBED SOIL (TYP) TO BE PLACED AGAINST UNDISTURBED SOIL (TYP) 16" X 8" X 4" MIN CONCRETE BLOCK MJ WITH RESTRAINT - 3/4" ALL THREAD ROD NOT TO SCALE GUARD SEE NOTE 2 VALVE -BOX DUCTILE IRON TEE, WITH 6" FLANGE SIDE OUTLET CONCRETE BLOCKING 6" GATE VALVE FL X MJ) 6" DUCTILE IRON PIPE CLASS 52 CEMENT LINED 0 CONC HYDRANT PAD 28" 0° FFANGEAWAY - 26 GUARD POST SEE NOTE 1 18" ELEVATION PLAN FIRE HYDRANT GUARD POST SEE NOTES 1 AND 2) 18" 42" Li MARKER POST SEE NOTES 3, 4 AND 5 36" NOTES: 1. GUARD POSTS SHALL BE 6' LONG, 8 "IN DIAMETER PRECAST CONCRETE OR 6' LONG, 6" DIAM SCH 40, CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED WITH TWO COATS OF "RUST- O -LEUM" NO. 2766, HI GLOSS YELLOW PAINT. 2. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND. 3. VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24" DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST THE LETTER "V" AND THE DISTANCE TO THE VALVE SHALL BE STENCILED ON THE POST WITH 2" HIGH NUMERALS, WITH BLACK ENAMEL PAINT. 4. VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS. VALVE MARKER POSTS SHALL BE SET IN A SAFE AND REASONABLY CONSPICUOUS LOCATION. 5, VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY 0 1" 2" Imo- -I TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w o0 NV) NpLi Z_ N ZLd z m oJ Z z_ N = 03 U o N o N Q m 0 U a zz o Ld J U Q O (V 0 U Q 0ada Q0 Z O Z Zo W= HW 0 to cr W Z U. o 3 0 O w 5 o m F" WZZ O G a m R IL z Ji J 0 6 z tiv 3 Op l o Oq y8 z Z O N H Zo W= HW 2toW Z3 N> 3 0 O Wa s H co m F" O G 0 m R IL z Ji J LL W m W O O" Z o a Ld C 0p Z SHEET: G -13 OF: 15 JOB NO.: 02656 DWG: G13 -DET2 SEE SECTION 12' -0" TOP RAIL MAX. co FINISHED • .. '•., a" GRADE .•' o z HYDROSEED OVER •' 4" IMPORTED TOP "'' '•;.a BUILDING m SOIL g" WALL awn- ti / _ I ¢ ., •,'; of BRACE 12" CHAIN LINK !. C 't '• L \ SQ. FABRIC '' , ••• 3" GATE CORNER 4" THICK CONCRETE ; ELEVATION POST a" 0 I 0 I in SECTION mmm POST SLOPE CONC. TO DRAIN r FIN. GRADE POST 12" DIA. MIN. CONC. TYPE B TYP. ALL POSTS) NOTES: 1. CHAIN LINK FENCE & GATE SHALL BE FURNISHED & INSTALLED ACCORDING TO THE WSDOT STANDARD SPECIFICATIONS FOR CHAIN LINK FENCE TYPE 1 AS DETAILED ON STANDARD PLANS L -2 & L -3. 2. CORNER POSTS SHALL BE INSTALLED AT ALL POINTS WHERE THE ALIGNMENT CHANGES 30' OR MORE & AT ALL OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. 3. POST HOLES SHALL BE 15" DIA. FOR ALL CORNER, GATE AND PULL POSTS NOT TO SCALE EXISTING WATER MAIN PIPE -' CORP STOP INLET IRON —-,, PIPE THREAD OUTLET FOR 110 COMPRESSION CONNECTION, EQUAL TO MUELLER #H- 15028, OR EQUAL SERVICE SADDLE WITH SST ' BAND TAP SIZE AS REQUIRED ROMAC MODEL #101S, OR EQUIVALENT MUELLER 110 COMPRESSION COUPLING SERVICE PIPE TYPE K COPPER NOTE: SIZE OF FITTINGS AND TAP SIZE SHALL MATCH EXISTING SERVICE. NOT TO SCALE 2 TYP 1 NOT TO SCALE 3 GRADE 1 \2" 6" 1 "',R. 6" 18" BATTR 2:12 1 \2" R THRU JOINT TO EXTEND 1" PAST BOTTOM OF GUTTER 4" CRUSHED SURFACINGLS'UITABLE NATIVE SOIL OR IMPORT MATERIAL AT 95% COMPACTED NOTES: 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C OR LESS THAN 10' C /C. THRU JOINTS SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL BE EDGED. 2.DUMMY JOINTS OF NOT LESS THAN 3/16" THICKNESS SHALL BE OF THE SAME DIMENSIONS AS THE CURB AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2" INTO GUTTER SECTION. 3.THRU JOINTS SHALL BE 3/4" THROUGH EXPANSION JOINT. 4.MATERIAL SHALL CONFORM TO THESE SPECIFICATIONS AND TO THE 2002 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. CONCRETE SHALL BE AIR ENTRAINED CEMENT CONCRETE CLASS 3,000. 6.FORMS SHALL BE STEEL OR WOOD. 7.FORMS SHALL BE TRUE TO LINE & GRADE AND SECURELY STAKED. FULL DEPTH DIVISIONS PLATE TO BE USED ONLY WHERE THRU JOINTS ARE TO BE PLACED. 9.THE 1" RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1" RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. CURB AND G TTER 5 NOT TO SCALE TYP• 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w tD U 8co co L W NLd z Z a+ Li z° CD W rnOJZ ZO o3 N o L N Q m U O Q z p `• I LLJ a w a 0 V 0 U Q I<Hm E W fIpI' r n F ri p Soil VA z Z 2Z Z Z; UJ Z F- O yQ W Z N> 0 z LL M C c w Ov~) W Z Z o cc O a. J 0 W ul E W fIpI' r n F ri p Soil VA z Z 2ZZ; UJ Z F- W yQ W Z3 N> aJ o O O— m Z o O IL J W ul LLo W O O U a F o w LL 3 c U i Q SHEET: G -14 OF: 15 JOB NO.: 02656 DWG: G14 -DET3 I COLN T. Y RADIO STATION 3" JIA, FENCE POST TANK I pp BURIED 120 VOLT ELECTRICAL SERVICE +AFIRE & CONDUIT SEE ELCTRICAL CONCRETE PAD. SEE SHEET M -5. CLEAR, GRUB do WASTEHAUL. DISPOSE TO A WIDTH FROM HYDRO - PNEUMATIC TANK FENCE TO EDGE OF RESERVOIR (18' ±) AND TO A LENGTH BUILDING. OF 5 FT SOUTH OF THE FRP BUILDING TO THE AC AND FRP BU SEE SHEET ILDI PAVEMENT EDGE OF REED STREET (175±) THE TOP 6" OF SURFACE AND REPLACE WITH CRUSHED SURFACING TOP COURSE COMPACTED TO A DEPTH OF 6 ", GRAVEL SURFACING SHALL BE PLACED AFTER ALL CONSTRUCTION ACTIVITIES (FOUNDATIONS, BACKFILL. ETC.) HAVE BEEN COMPLETED AND ACCEPTED BY THE ENGINEER. SITE PLAN SCALE: 1 " -10' I 1 1/2" Di A. FENCE POLE, TYP YELLOW PAINTED BOLLARD pp s CONCRETE SIDE SLOPE, TYP. REED S IF R HE,... {.. 6° PVC 1 -2" TAPPING SADDLE 1 -2" RSGV GATE. A. WATER PRESSURE RECORDING STATION f 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY w 1 was z' w zro a 0z lz Z N 0 03 o N Zco 01- d u: m a O 8 e; C) w a e,• V)i o v a o W w 0 CONCRETE PAD. SEE SHEET M -5. CLEAR, GRUB do WASTEHAUL. DISPOSE TO A WIDTH FROM HYDRO - PNEUMATIC TANK FENCE TO EDGE OF RESERVOIR (18' ±) AND TO A LENGTH BUILDING. OF 5 FT SOUTH OF THE FRP BUILDING TO THE AC AND FRP BU SEE SHEET ILDI PAVEMENT EDGE OF REED STREET (175±) THE TOP 6" OF SURFACE AND REPLACE WITH CRUSHED SURFACING TOP COURSE COMPACTED TO A DEPTH OF 6 ", GRAVEL SURFACING SHALL BE PLACED AFTER ALL CONSTRUCTION ACTIVITIES (FOUNDATIONS, BACKFILL. ETC.) HAVE BEEN COMPLETED AND ACCEPTED BY THE ENGINEER. SITE PLAN SCALE: 1 " -10' I 1 1/2" Di A. FENCE POLE, TYP YELLOW PAINTED BOLLARD pp s CONCRETE SIDE SLOPE, TYP. REED S IF R HE,... {.. 6° PVC 1 -2" TAPPING SADDLE 1 -2" RSGV GATE. A. WATER PRESSURE RECORDING STATION f 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY w 1 was z' w zro a 0z lz Z N 0 03 o N Zco 01- d u: m a O 8 C) w a o V)i o v a 6 Z CA Zco 01- Zz a co 3 a Ni Z QO Q o W w 0 Z m< Wg O J 9' to O 000Z1— ZLL o 3 0 y luzz lz 0 a 0 6 Z CA Zco 01- Zz FW co 3Z Ni Z QO F o W w oz m< Wg IL J 9' to O 000Z1— H 3 SHEET. la-15 OF: 15 JOB NO.: 02656 DWG: G15 -HPM 0 w go U) N Np W W z O co ZO J Z_ N Z 03 U In C14 0H Z Y.d F yy W M 1. O• P.( flf'p O Zs v UJ Z o m o N a 5 Ld p W w U O Z w m C0 LilWZ j O LL: W H o Q U d V z O QVOU T Z 0H Z Y.d F yy W M 1. O• P.( flf'p O Zs 4go g UJ Z o o o Oca a 5 Ld W w WZZ O Z w m C0 O V Z mm IL j 0 Z 0 0H Y.d F yy W F O• P.( flf'p Q4' ~ C Zs 4go g 0 0H Z Z LuV UJ Z 0 ze O a o0 W Z! F- O Z w C0 Q V Z mm CL j LL: W H o L 3 V z SHEET: M -1 OF: 5 I JOB NO.: 02656 1 DWG: M -NOTES I 0 I OD I 34' -6" d 4 v Q Z tiyyssg°x o z I— O 4 I y v=i Z3 N; J d ZOO STAIRWELL z O LL= 0 m0 y 5Ld 0— 0 m 00 a 1-0 cc j 0 S• A.T.S. XFMR •' d. GENERATOR ROOM i B 11 I I I 4 s PUMP ROOM y zI3 10 PUMP #3* I,° PUMP #1 PUMP #2 I d PUMP #4 ** PUMP #5 ** z I ° I SKID FOOTPRINT ** ° HOIST BEAM d.I S I I r — — — _ —_ e ; ° 12 I r 8" STL - 8" D.I. PIPE NOTES: 3 e* HI NEW MORGAN O ( ) e O7 ISOLATION VALVESbbbo1PIPESUPPORTTYPEBTYP. HILL ZONE M -3 I- - - 12" STL — - 12" D.I PIPEN f— O2 6" MAGNETIC FLOW METER ® PRESSURE REGULATING AND CHECK VALVE FROM LOW O3 4" FLOOR DRAIN 2 4 I I a ZONE M -4 O9 CONTROL PANEL 5 ** I4 RAI/y N y 3 2 ** O4 4" FLOOR CLEANOUT M34 10 SOFT START PANELS 1 t POWER DISTRIBUTION PANEL Ae O5 2" AIR RELIEF 12 2" PRESSURE RELIEF VALVEa' I I O6 45' BEND, FLxFLSCHEDULEA:I SCHEDULE B: I_ MORGAN HILL WATER MAINS BOOSTER STATION I * DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITH I I AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS AND ELEVATIONS A I ARE FOR INFORMATIONAL PURPOSES ONLY. EE666 ** DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED zi AS PART OF PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. mI I co BOOSTER STATION FLOOR PLAN SCALE: 3/8 " =1' -0" 8" DISCHARGE 12" SUCTION SECTION A SCALE: 1/2 " =1' -0" — CONNTT'ROL PANELS NOT SHOWN FOR CLARITY a , / 12 ** a ** 6 /-12" SUCTION ** 8" DISCHARGE ** ao / d — SKID 2' -0 "* BOOSTER SADTION dC 1 d.• QO Q SECTION B SCALE: 1/2"=l'-O" - 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w o n N coWN UJLIJ z v z 00ry W ° O V Ff z J cp U) Z z w3 on C14 N ° m ° U O o z ° w k-' ¢ w a c N D U Q a a Q 6 z r Q Z tiyyssg°x o z I— O i y v=i Z3 N; J d ZOO 0 z O LL= 0 m0 y 5Ld 0— 0 m 00 a 1-0 cc j 0 z G. U W 6 z r Q CID tiyyssg°x o z I— W uj i y v=i Z3 N; J d w o 0 Orb gas O Ha a 1— c p Q CID Z; ui z z I— W uj z y v=i Z3 N; J d 0 O Ha z 1— y m u- O 0— 0 z OW 00 a 1-0 d j z LL o W W O " z oD o O ov') LLIv 00 z SHEET: M-2 OF: 5 JOB NO.: 02656 DWG: M -PLAN JACKSON /McKINLEY STREET INLET A 8" THRUST -SEAL PLATE C/W ANCHORING BOLTS i Rrr re MADISON STREET 17' -1" 5 "0 OPENING FOR 4 "0 PVC DRAIN I 4 PVC DRAIN SLOPE TO DRAINAGE DITCH PRV STATION PLAN SCALE: 1/2"=l'-O' OUTLET 8.. REINFORCED CONCRETE THRUST BLOCKS SECTION A SCALE: 1/2"=l'-Om SLAB IE LEGEND NOTES: 1. VAULT (H -20 LOADING) INSIDE DIMENSIONS: L =10', W =5', H =3 " -7" 2. FABRICATED STEEL PIPE & FITTINGS TO BE SCHEDULE NO. 40 STEEL PIPE 3. ALL 3" AND LARGER PIPE INSIDE WETTED SURFACES TO BE SANDBLASTED, EPDXY LINED AND COATED TO AWWA C -210 AND NSF -61 SPECIFICATION. FINISH COATING WILL BE BLUE ENAMEL. 4. ALL 2" AND SMALLER PIPE TO BE BRASS. 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w J V) $ W fO Z C9 Z g; ry W z Mt O Z' Om OZ' z p3 U n N Z Z 5 Z; W= Z O co Z3 y> OQ pR ZL Im O N w2 Lb H w J 0 FF Z C3 Z Z d m Z~ O W Z 3 0 C] O W z a V V Q0011 0 a a a 0 Z Z 5 Z; W= Z O co Z3 y> OQ pR ZL Im O o w2 H w J 0 co Z W Z Z d m Z~ O d CL 3 0 6 z In Z Z NF 5 Z; W= Z t co Z3 y> OQ pR O In Z Z NF 5 Z; W= Z t co Z3 y> o O Im O w2 0. O O CL ma Z z LL.0 j W d 0z Z~ a d F 3 LL VLJ O z a SHEET: M -3 OF: 5 JOB NO.: 02656 DWG: M -PRV FINISHED CONCRETE WALL, CEILING, FLOOR, STRUCTURAL STEEL OR WOOD SPACER BLOCK AS REQUIRED MAX PIPE SIZE 4" I.D. SHORT STRAP GRINNELL FIG: 262 OR EQUAL, HOT DIP GALVANIZED AFTER FABRICATION STRAIGHT PIPE — SECTION AS REQUIRED P" TRAP NOT TO SCALE 1/4" EXPANSION BOLTS FOR ATTACHMENT TO CONCRETE, 1/4" BOLTS, NUTS AND WASHERS FOR ATTACHMENT TO STRUCTURAL STEEL, NO. 18 STEEL WOOD SCREWS FOR ATTACHMENT TO WOOD. ALL SHALL BE 316 S.S. M FLOOR DRAIN FINISHED FLOOR SLOPE TO DRAIN VENT CONNECTION AS SHOWN ON PLANS DRAIN PIPE SIZE AS SHOWN ON PLANS SEAL 3 -1/4" FOR 2" PIPE 3 -3/4" FOR 3" PIPE 4 -1/8" FOR 4" PIPE FLOOR DRAIN DETAIL 2 NOT TO SCALE T CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR. NOT TO SCALE FLOOR LINE 1/8" BEND. WASTE LINE. LENGTH TO SUIT. WASTE LINE 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE. 3 8" WATER MAIN a a PIPE DIAMETER "X" PIPE SADDLE SUPPORT ADJUSTMENT NUT FLANGE BASE 12 "x12 "x2" MIN HIGH CONCRETE PAD FINISHED FLOOR 5/8" DIA. 316 S.S. THREADED RODS IN ADHESIVE ANCHORS, 3 EACH. PIPE SIZE X• MIN. LENGTH A" MAX. LENGTH A" PIPE DIAM. B" PIPE DIAM. C" 4" 9 1/4" 1' -2" 2 1/2" 3" 6" 10 1/2" V -3 1/4m 2 1 2" 3" 8" 11 3/4* 11 -4 1/2* 2 1/2" 3" 10" H 1/4" 2 1/2" 3" 1 " 1 " 2 1/2" NOPPE SUPPORT SHALL BE " GRINNELL" FIG. 264 OR EQUAL 2. PIPE "C" TO BE SET IN THREADED FLANGE BASE AND WELDED ALL AROUND. 3. ALL STEEL NOT STAINLESS SHALL BE HOT DIPPED GALVANIZED. NOT TO SCALE MANUAL AIR VENT W/ 3/4" VALVE 2' -6" MIN. COVER 11 TEE t. 0p4 x1" REDUCER a 1" TYPE K COPPER 1" FORD OR MUELLER 110 PACK JOINT OR COMP x C.C. CORP STOP SERVICE SADDLE TRANSMIT NOT TO SCALE C PRESSURE TRANSMITTER W/ SHUT -OFF VALVE J A. 1" BRASS STREET ELBOW AT LEAST MIN. RECOMMENDED DISTANCE FOR PROPER INSTALLATION OF JOINT OR COUPLING (TYP. BOTH SIDES) UTILITY VAULT W/ LOCKING HATCH LED PRESSURE INDICATOR r DI WALL PIPE WITH JOINTS SHOWN ON PLANS ri PIPE PENETRATION NOT TO SCALE TYP JOINT OR COUPLING AS SHOWN ON PLANS CONCRETE WALL 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 r 40 0 w 00 V) N N Ld Z Ei z •• rn W zs J Z z Q 0 03 og 6 N 0 L N m OU w z O w O a < w a m< N O U Q 0aaa 0 0 z yS'ogoN l,J o Q Z oZHWuj V O 0 Li W ZLL= N> o 3 me O H w J O tj W O WZZ Ix m O V a J 0 z yS'ogoN l,J o Q i o ZHWuj V 0 Li 0 OR Q H oZHWuj NQ W Z3 N> 3 me O W W O m Q V IL J z LL o W O as 3 VU- 0z SHEET: M-4 OF: 6 JOB NO.: 02656 DWG: M -DET e I r 2" 3' -0" X 3' -0" SCREENED WINDO 3' -0" OOF SEE 1 PS —Z, TYP. DUAL OUTLET RECEPTACLE k ELECTRICAL PANEL k k EXTERIOR LIGHT k k DOOR 00 I k FORMED — SADDLE, TYP. FINISH GRADE DIA 316 SS ADHESIVE ANCHOR W/ MIN 9" EMBEDMENT INTAKE LOUVER 1' -0" OOF r PLAN SCALE: 1/2"=I'—O' I r# Al FE 1Z D J1 r,.I'' + Y,'. ,,'' r, 1r'. 11 1 11•,' r r 1, L AMR SECTION A SCALE: 1/2 " =1' -0" - cO I 0 N u k* FORMED SADDLE, TYP. OF 4 TANK (NOM. 2000 GAL.) 5' -0" DIA X 14' -0" LONG CONCRETE SLAB k k FRP BUILDING INTERIOR LIGHT, TYP. OF 3 3' -0" X 3' -0" SCREENED WINDOW 3' -0" OOF FAN do LIGHT SWITCHES k * EXAUST FAN AT TOP OF WALL 10' -0" X 5' -0" CONCRETE SIDEWALK. SEE@X FRP BUILDING k k TANK SEE@ 2" ALL AROUND k BUILDING HOLDDOWN ANGLE, TYP. CONCRETE SLAB, SEE X MIN 1/2" DIA 316 S*S THREADED ROD AT O.C. W/ 6" MIN. EMBEDDED ADHESIVE ANCHOR ALL AROUND 3" NON- SHRINK GROUT SUPPORT PAD TANK SCHEMATIC 1 NOT TO SCALE — NOZZLE SCHEDULE MARK NO. SIZE, IN. TYPE SERVICE A 1 2 FULL CPLG I I I I I I I I I I I L —J L —J I I I I I I I I I I ( I L — J 2" W PVC B 1 2 FULL CPLG AUX AIR INLET W1 PLUG C 1 1/2 FULL CPLG PRESSURE GUAGE D 1 r PLAN SCALE: 1/2"=I'—O' I r# Al FE 1Z D J1 r,.I'' + Y,'. ,,'' r, 1r'. 11 1 11•,' r r 1, L AMR SECTION A SCALE: 1/2 " =1' -0" - c O I 0 N u k* FORMED SADDLE, TYP. OF 4 TANK (NOM. 2000 GAL.) 5' -0" DIA X 14' -0" LONG CONCRETE SLAB k k FRP BUILDING INTERIOR LIGHT, TYP. OF 3 3' -0" X 3' -0" SCREENED WINDOW 3' -0" OOF FAN do LIGHT SWITCHES k * EXAUST FAN AT TOP OF WALL 10' -0" X 5' -0" CONCRETE SIDEWALK. SEE@X FRP BUILDING k k TANK SEE@ 2" ALL AROUND k BUILDING HOLDDOWN ANGLE, TYP. CONCRETE SLAB, SEE X MIN 1/2" DIA 316 S*S THREADED ROD AT O.C. W/ 6" MIN. EMBEDDED ADHESIVE ANCHOR ALL AROUND 3" NON- SHRINK GROUT SUPPORT PAD TANK SCHEMATIC 1 NOT TO SCALE — NOZZLE SCHEDULE MARK NO. SIZE, IN. TYPE SERVICE A 1 2 FULL CPLG AIR RELIEF VALVE B 1 2 FULL CPLG AUX AIR INLET W1 PLUG C 1 1/2 FULL CPLG PRESSURE GUAGE D 1 2 1/2 FULL CPLG VACUUM RELIEF VALVE E1, E2 2 1 2 FULL CPLG TANK LEVEL INDICATOR F 1 2 FULL CPLG INLET OUTLET G 1 2 FULL CPLG DRAIN W PLUG AT TANK INVERT H 1 11X15 ELLIPTICAL MANWAY J1 J2 2 2 FULL CPLG LEVEL CONNECTION NOTES: DENOTES THAT THE DIMENSIONS AND ELEVATIONS ARE TO BE COORDINATED WITH AND DETERMINED BY THE MANUFACTURER. SHOWN DIMENSIONS AND ELEVATIONS ARE FOR INFORMATIONAL PURPOSES ONLY. DENOTES THAT THE ITEMS OR COMPONENTS ARE TO BE PROVIDED AS PART OF PACKAGE SYSTEM SUPPLIED BY THE EQUIPMENT MANUFACTURER. e SECTION r ry11. FLOOR SLEEVE r2 NOT TO SCALE — PIPE OD +2" PASSING PIPE FILL W/ NON — SHRINK GROUT 316 SST SCH 40 PIPE SLEEVE CONCRETE SLAB 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w Cn N1 Ld N WZ A v z Z 8 uj z OC Wrn J 0 U pU30 0 aaa Q Zy 0 Z Z o O Z yQ W rjP0 a O O N 3 O o 0 j Ix 5 O w W Z o z a m Q W a j v d 03 X W U 0 Z J o a HW a c3 0 ujV C Z Q0En0U 0 aaa Q 6 z Zy 0 Z Z 5 O 8 yQ W rjP0 Z O O z 3 O 0 W Ix 5 O w W Z Z a m Q W a j v d 6 z o Zy 0 Z 5 r 8 yQ W rjP0 Z3 a>> o Zy 0 Z W yQ W Z3 a>> Y 3 O 0 W Ir IL F' 0W H 0? m Q W a j d 03 X W DZH o a HW a c3 0 ujV C Z SHEET: M-5 OF: 6 JOB NO.: 02656 DWG: M -HPM -TANK TRANSITION - FROM 57 "X: TO 34 "X30" TRANSITION- FROM 90 "XA TO 57 "X30" INTAKE LOUVER EXAHUST GRILLE < INLINE EXHAUST FAN INTAKE LOUVER LOUVER LOUVER EXHAUST FAN FUEL CONTROL PANEL FUEL FILL PORT ANDLMjMIflOVERFILLSPILL 1 CONTAINER I I COMMERCIAL ACOUSTICS SOUND II 2" BLACK ATTENUATOR MODEL SP I IRON PIPE I EXHAUST 38 "X34 "X3' LONG OR EQUAL. `SLOPE 6 LOUVER II BOOSTER STATION HVAC AND GENERATOR PLAN SCALE: 3/8 " =1' -0" SCALE: 3/8 " =1' -0" EXHAUST 4 PENTHOUSE WELDED PLATE GT EXHAUST SYSTEMS-< ENGINE EXHAUST THIMBLE OR EQUAL GT EXHAUST SYSTEMS -, COMPACT EXTRA CRITICAL GRADE STYLE 2 EXHAUST MUFFLER OR EQUAL INSULATE ALL EXHAUST- PIPING AND MUFFLER PER SPECIFICATIONS CONDENSATE TRAP WITH - DRAIN PLUG AT LOW POIN SLOPE SILENCER AND PIPING AWAY FROM MANIFOLD) INTAKv1 SOUND ATTENUATOR SPRING VIBRATION ISOLATORS e n Efi I a 'Ii 1 SECTION B SCALE: 3/8 " =1' -0" - mI HEATER SCHEDULE BUILDING ROOM NAME HEATER TYPE MANUFACTURER K.W OR INTEGRAL VOLTAGE MOUNTING REMARKS Of MODEL NO. NO. BTU /H THERMOSTAT BRACKET SIZE (WxH) 5o MODEL NO. OUTPUT CONTROL PHASE TYPE 1 INTAKE AFJ -801 90 "X46" CHROMOLOX CL c3 LOUVER MOUNT 8' -0" FROM BOTTOM TO FINISHED BOOSTER UNIT OR EQUAL WALLPUMPROOMHT01 GREENHECK KUH -02 OR 2.6 K.W. YES 2 FLOOR. STATION 56 "X64" HEATER GENERATOR LOUVER PHA1PHASE MOUNTED ROOM EQUAL PROVIDE BIRD SCREEN, EXTENDED SILL, AND HYLAR 5000 FINISH 3 LOUVER SCHEDULE BUILDING ROOM NAME LOUVER TYPE MANUFACTURER ROUGH REMARKS 0 NO. Of MODEL NO. OPENING 0LL rn SIZE (WxH) 5o GREENHECK PROVIDE INSECTSCREEN, EXTENDED SILL, AND HYLAR 5000 FINISH. 1 INTAKE AFJ -801 90 "X46" CL c3 LOUVER OR EQUAL GREENHECK PROVIDE BIRD SCREEN, EXTENDED SILL, AND HYLAR 5000 FINISH. 2 EXHAUST AFJ -801 56 "X64" GENERATOR LOUVER OR EQUAL ROOM GREENHECK PROVIDE BIRD SCREEN, EXTENDED SILL, AND HYLAR 5000 FINISH 3 EXHAUST AFJ -801 20 "X20" BOOSTER LOUVER OR EQUAL STATION GREENHECK PROVIDE BIRD SCREEN, AND HYLAR 5000 FINISH 4 EXHAUST WRH 16 "X16" 20 "X20" PENTHOUSE OR EQUAL GREENHECK PROVIDE INSECT SCREEN, EXTENDED SILL, AND HYLAR 5000 FINISH. 5 INTAKE AFJ -801 30 "X30" LOUVER OR EQUALPUMPROOM GREENHECK PROVIDE BIRD SCREEN, EXTENDED SILL, AND HYLAR 5000 FINISH. 6 EXHAUST AFJ -801 30 "X30" LOUVER OR EQUAL DIFFUSER AND GRILLE SCHEDULE BUILDING ROOM NAME DIFFUSER / TYPE MANUFACTURER GRILLE INLET REMARKS GRILLE NO. MODEL NO. SIZE DUCT WxL) SIZE PROVIDE GRILLE WITH T -BAR MOUNTING, AND BAKED ENAMEL A RETURN PRICE MODEL 10 "X12" 12 "X12" FINISH. GENERATOR GRILLE 530FF OR EQUAL ROOM PROVIDE GRILLE WITH DUCT MOUNTING, AND FINISH TO MATCHBOOSTERINTAKEPRICEMODEL500B34 "X30" 34 "X30" DUCTWORK. STATION GRILLE OR EQUAL PRICE MODEL PROVIDE DIFFUSER WITH T -BAR MOUNTING, AND BAKED ENAMEL SUPPLYPUMPROOMC SCD/31/3P/B12 OR 16 "X26" 16 "X16" FINISH. DIFFUSER EQUAL FAN SCHEDULE BUILDING ROOM NAME FAN NO. TYPE MANUFACTURER H.P. CONTROLS C.F.M.AND REMARKS MODEL NO. VOLTAGE STATIC AND PHASE PRESSURE INLINE GREENHECK 1120 H.P. HONEYWELL PROVIDE WITH SPRING VIBRATION GENERATOR 261 CFMEF01EXHAUSTSQ -85-G 115 V T6051A OR EQUAL ISOLATORS. ROOM 0.3 „ S.P. BOOSTER FAN OR EQUAL 1 PHASE ENERGIZES AT 80F STATION INLINE GREENHECK 1/6 H.P. HONEYWELL PROVIDE WITH SPRING VIBRATION PUMP ROOM EF 02 EXHAUST SQ -120 -B 115 V T6051A OR EQUAL 1,057 CFM ISOLATORS. Ig 0.3” S.P. FAN OR EQUAL 1 PHASE ENERGIZES AT 80F 4" GT EXHAUST SYSTEMS 18" LONG STAINELSS STEEL CORRUGATED FLEX CONNECTOR OR EQUAL SOUND ATTENUATOR , E` LEVEL SENSOR HEAD JAMB 1 1/2 "MIN. 1 1 /2" MIN. CONTROL DAMPER 1 MIN » ' ww ACOUSTICAL N LOUVER ACTUATOR w SIDE MOUNTED ON cn LOUVER w AIR FLOW CAULK ALL SIDES\ WATERTIGHT INSECT SCREEN GALVANIZED w • ' SLEEVE (LENGTHEXTENDEDSILL- PROVIDED BY ,.. AS REQUIRED) LOUVER MANUFACTURER ACOUSTICAL LOUVER 1 SCALE: 1"=l'-O" - 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 o° o N N N LuW 538 y4A T Z yv Zuj Z W Obi0J z Z I7 000 3U R {- W M = o W ~ N I- ~ 0 O o ¢ oz ¢ Q V IL a c> 0: x a 0 V) o U ¢ 0aa 0 S`SON W Y j Z 0 0 Of ZOO 0LL rn 5o WZZ cr O CL c3 S`SON W Y j 3'tON w JA 0 Of PgO v z Z LU F.w pz Z 3 rj W <P 3 moo' < co Z 5 ma < Q ~ d III .3 LLo =W H1. O" Z a1 z 6 OW3 a°oWF- p o v z0? is SHEET: H -1 OF: 1 JOB NO.: 02656 DWG: H1 -BLDGP GENERAL STRUCTURAL NOTES GENERAL: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS NOTE: SEE PLANS AND SECTIONS END OF SCREEN WALL BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. FOR TREAD dt RISER DIMENSIONS. " USE DETAIL MARKED "TYPICAL" WHEREVER APPLICABLE. CHANGES, OMISSIONS OR SEE @FOR TYPICAL HANDRAIL 6" SUBSTITUTIONS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. SUPPORT BRACKET V N co REFER TO THE SPECIFICATIONS FOR FURTHER REQUIREMENTS. DO NOT SCALE THE X W N 1 1/4" NOM. ALUMINUM PIPE W oZ `"`° N, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 EDITION OF THELM ALTERNATE HANDRAIL- W/ ELBOW c UNIFORM BUILDING CODE. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY HOOKS SEE GEN. SEE GEN. CHAMFER NOTES NOTES 1/2" TYP. RETURNS TO WALL EA. END w z o SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT Z z z BEEN CONSIDERED BY THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE F QOFORTHESTABILITYOFTHESTRUCTUREPRIORTOTHECOMPLETIONOFALLSHEARCONCRETESTAIR1 -O Z WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE AND LANDING SEE S -3 z 3APPLICATIONOFTHEABOVEMENTIONEDCOMPONENTS. U THE GENERAL NOTES APPLY TO ALL STRUCTURES UNLESS NOTED OTHERWISE (U.N.O.). z o LOCATION AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED L PROVIDE WALL I a BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCATIONS OF STRUCTURAL w w VERTICAL BAR N .0.S cn OPENINGS, PENETRATIONS AND EMBEDDED ITEMS WITH THE MECHANICAL, W zV) ARCHITECTURAL, ELECTRICAL, PLUMBING AND VENTILATION SECTIONS OF THE DRAWINGS CORNER AND WITH SUPPLIERS AND SUBCONTRACTORS AS MAY BE REQUIRED. BAR SPECIAL INSPECTION REQUIRED: CONCRETE. REINFORCEMENT PLACEMENT, BOLTS AND EMBEDS IN CONCRETE. r..:.'' ; ': :., EPDXY BOLTING /REBARS. INTERSECTION CORNER s , •; • ' ' , • TREAD T TREAD T '' ; r r 00 o L2 SHOP DRAWINGS: 1, a a ,.•,. Q z O SHOP DRAWINGS, WHERE REQUIRED, SHALL BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ENGINEER REVIEW. SHOP DRAWINGS a w aSHALLBESUBMITTEDTOTHEENGINEERFORREVIEWOFDESIGNINTENT, PRIOR TO T.O.S. 4'•!• 0 FABRICATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND 4 ",, COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. IPA 0 DESIGN LOADS: Q LIVE LOAD: ROOF ............................. .............................25 PSF (SNOW) o LATERAL LOADS: WIND: ......................................................... 80 MPH, EXPOSURE B, Iw =1.0 REINFORCING STEEL 9 INTER SECTION 11YP TYPICAL HANDRAIL DETAIL z SEISMIC .......................... ...........................ZONE 3, UBCQ97 ZONE =0.30, 1 =1.0, R =4.5 2 SWALL OT SCALE: 1 =1' -0" TYP QFOUNDATIONLOADS: SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) Z = 0 SOIL TYPE: Sd 5ABOVEAREASSUMEDPERDATAPROVIDED BOTTOM OF FOUNDATION TO BEAR ON FOUNDATION GRAVEL OVER NATIVE, INORGANIC, J O coUNDISTURBEDSOIL. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PREVENT W ZMOVEMENTOFWALLSIFBACKFILLISPLACEDBEFOREFLOORSYSTEMISINPLACE. Z THERE SHALL BE 95% COMPACTION (ASTM D1557 MODIFIED PROCTOR DENSITY) OF ALL IT O BACKFILL SOIL UNDER SLABS ON GRADE. a CAST -IN -PLACE CONCRETE: a CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: z 28 -DAY STRENGTH f'c = 3,500 PSI CONCRETE AIR ENTRAINMENT: 57o-7% T, MAXIMUM SUMP: 3" FOR SLABS FOOTINGS, 4" FOR WALLS, COLUMNS AND BEAMS. CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318 -99, "PART 2- STANDARD FOR GROUT FILL JAMB, TYP. :, ; ; ' 1 1/2" RETURN ENDTESTSANDMATERIALS" AND PART 3 - COSTRUCTION REQUIREMENTS'. MAXIMUM a;, TO WALL NOMINAL AGGREGATE SIZE SHALL BE LIMITED TO 3/4 ", U.N.O. OR AS APPROVED BY THE CAULK BOTH SIDES ; ; CONCRETE ".. •'• TYP ENGINEER. SURFACE "' 1 1/4" NOM. PIPE RAIL SUBMIT MIX DESIGN FOR REVIEW AND PROVIDE NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD FOR ALL CONCRETE WITH MAXIMUM W/C = 0.40. H. METAL FRAME L ON REINFORCING; STEEL: BRACKETS W/ SPACER aWELDEDWIREFABRIC (W.W.F.): ASTM A82 AND A185 H METAL DOOR SPACE EQUALLY AT 5 -0 qti a DEFORMED BARS: ASTM A615, GRADE 60 (GRADE 40 FOR #3). ATHER SEAL O.C. MAX. R UNLESS OTHERWISE NOTED ON THESE DRAWINGS, MINIMUM CONCRETE COVER FOR ELEVATION y ;• • "" a w REINFORCING BARS SHALL BE AS FOLLOWS: s CONCRETE CAST AGAINST SOIL = 3". HEADFORMEDCONCRETEAGAINSTSOILOREXPOSEDTOWEATHER = 2 ". WALLS, COLUMNS AND BEAMS DRY CONDITION = 1 1/2 ". WELDING IS NOT ALLOWED ON THIS JOB. SUBMIT SHOP DRAWINGS OF REINFORCING z !,•. •. SECTION STEEL FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. REINFORCING SHALL BE i? = CONCRETE DETAILED IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). 0 w PROVIDE (2) - #5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS, WALLS, AND SLAB. o t• EXTEND 2' -6" BEYOND OPENINGS, TYPICAL. AT TIME OF CONCRETE PLACEMENT, 0 0 REINFORCING SHALL BE FREE OF MUD, OIL, OR OTHER NON- METALLIC COATINGS THAT CAULK BOTH SIDES z IN z tozoZMAYDECREASEBOND. 0 o w I H. METAL FRAME HZO STRUCTURAL AND MISC. STEEL: I o Z W WH. METAL DOOR y N Q SHAPES, PLATES, AND BARS: ASTM A36, FY = 36 KSI. PLAN 0WEATHERSEAL0 t,; 0 I a WZ3PIPE: ASTM A53 OR A501, FY = 35 KSI MINIMUM. Q W JTUBING: ASTM A500, GRADE B, FY = 46 KSI. JAMB 3 ALL BOLTS: ASTM A307 MACHINE BOLTS (M.B.) v •• 0 O W O ~ ADHESIVE ANCHORS: ALL EPDXY EMBEDDED ITEMS CALLED OUT ON DRAWINGS SHALL BE H. METAL DOOR CONCRETE •"'. `o 1111. IL UA V: _' Z HILTI HIT -150 OR APPROVED EQUAL, U.N.O. ALL EMBEDDED ITEMS SHALL BE INSTALLED DOOR BOTTOM SURFACE O J PER THE EPDXY MANUFACTURER'S RECOMMENDATIONS. THRESHOLD SECURE SEAL 90' ELBOW TO Q Z IN PLACE TO CONCRETE WALL ® EA END m V ALL ANCHOR BOLTS ASTM A36, U.N.O. ALL ANCHOR BOLTS MUST BE ACCURATELY AS PER MANUFACTURER'S N J VPLACEDINTHEIRFINALLOCATIONPRIORTOPOURINGCONCRETE, "WET STICKING" OF REQUIREMENTS CONC. FLOOR d .3 ANCHOR BOLTS IS NOT ALLOWED. T.O.S. z = Q WELDING ELECTRODES OR WIRES: AWS A5.1 OR A5.5, E70XX; AWS A5.17, E70S -X; O Z W I- coO ` CONCRETE FOUNDATION QAWSA5.20, E7XT -X. z 0FORALLSHOPWELDSANDFIELDWELDSOFALLLATERALRESISTINGELEMENTS, ELEVATION PLANELECTRODESSHALLBEETOWITHAMINIMUMSPECIFIEDEVNOF20FT -LBS AT -20 DEGREES FAHRENHEIT. SILL U O zVa ALL WELDS SHALL BE 3/16" MINIMUM U.N.O. ERECTION AND FABRICATION IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR DESIGN, DOOR DETAIL 0 CONCRETE SURFAC I3 TYPICAL HANDRAIL BRACKET DETAIL 4 NOT TO SCALE TYPFABRICATIONANDERECTIONOFSTRUCTURALSTEELFORBUILDINGS ". WELDING SHALL SCALE: 3 " =1' -0" TYP S -1CONFORMTOAWS /WABO "CODE FOR ARC AND GAS WELDING IN BUILDING SHEET: CONSTRUCTION ". ALL WELDING SHALL BE PERFORMED BY AWS /WABO CERTIFIED WELDERS. 0 1" 2" OF: 6 ALL COLUMNS AND BEAMS TO BE FROM UNSPLICED LENGTHS UNLESS NOTED OTHERWISE JOB NO.: 02656ONTHEDRAWINGS. SUBMIT SHOP DRAWINGS SHOWING SIZES, DIMENSIONS AND TWO INCHES AT FULL SCALE. REQUIRED CONNECTION DETAILS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. IF NOT, SCALE ACCORDINGLY DWG: S- NOIES_DET cto I toN 37' -6" 3 W/ #5 ® 12" O.C. c BOT. OVER 6" MIN. TYP., U.N.O. SLOPE I DRAINS AS SHOWN. TYP. DRAIN DETAIL 3' -3" I _-_ _ PAD 1 4' -7" 21' -0" FOUNDATION PLAN SCALE: 1/4"=l'-O" 8' -6" J IRGMVJ Vf' 11 = 2' -9" PARTIAL FLOOR PLAN SCALE: 3/8 " =1' -0" eIC" O N 1101 N I H S -5 0 0 J O v m I o o = I j V rn m x Ln 0 Q o AI a, S-4 a 34' -6" 8" 33' -2" 5' -3" 1' -0" 5' -3" 8" 4' -4" 1' -0" 7' -4" 1' -0" 7' -4" FIBERGLASS GRATING B S -4 r-------------- - - - - -- ----------- 777-1 -71 e= 1 SiM. alJ —L_L11 I r- - - - - --1 r- - - - --I r - - - --I r--- - - - - --1 r--- - - - - -7 I I I I w I I ( I I I I I I I I I T.O.S. 0. .83 I i I I t I I I I I 6" CONC. SLAB W 4 ®12" O.C. EA. WAY BOT., TYP. U.N.O. B y o w RAIL o w n I I I I S -5 I I I I ASSEMBLY I I ASSEMBLY I I I I I I I I I I I I A i t3' -4" _ L - - - -- J L - - - - -J L - - - --J I N II I II I II I II I II I II I II I II I II I II I II I L J ROOF SLAB AND - W/ 3/4 "0 THIRD RODS BBEAM REINF., 33/4 "0 AXLE 0 24" O.C., TYP. SSEE e4" MIN. EMBED) S e b • i o i N L TYP w i 3/16 i O 2 r _ r o -1 \ ___ _ IS10x35 = - - - - - -- I I i z I \ LZx6x1 /4 I I xw I RAIL ANGLES I I I wa I I \ 11' -0" (ASSEMBLY SPACING) I I I I \\ II I I \\ I I I I I L — — — — — — — — — — L - -- J ------- 1--- - - - - -- J— L-- - - - - -- JJ tof oI A SIM. A C LT.O.S. EL. 150.50 S -5 S -5 S -5 4' -0" 4' -0" NOTE: PROVIDE 1/4" 2' -1" ACCESS 3' -5" ACCESS 7' -4" 7' -4" END PLATE EA. END HATCH HATCH OF HOIST BEAM 11' -6" 1' -0" 1' -0" 21' -0" 6" 34' -6" (BLDG) 35' -6" (ROOF) ROOF FRAMING PLAN SCALE: 1 /4 " =1' -0" 71M 6" J Oj CL ROOF d HOIST E efa Iio00 L2x6x3/8 RAIL ANGLES R ROOF SLAB AND - W/ 3/4 "0 THIRD RODS B BEAM REINF., 33/4 "0 AXLE 0 24" O.C., TYP. S SEE e4" MIN. EMBED) S e b • o N L TYP w 3/16O 2 r _ 2 -3 1/4 "x1" McMASTERS SINGLE TRACK SECTION SCALE: 1 1/2"=l'-O' S10x35 HOIST BEAM, SEE PLAN BOLTS do SLOT $ DETAIL (a) SCALE: 3 "=1' -0" 2- 3/4 "0 ASTM 325 DBL. NUT BOLTS 4" O.C., TYP. 0 in 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w V) S x LLJW N uj z UNv Z WWZ LU 0) O O a J Fw z z = z3OaU e W N L2 :iN C3 U d 0 v: oz0 a a z a in N ° 0 Q aaa Z O ZOO C_ LL. 0 c w 30 WZZ m O a 0 6 z r0 ON lvyyeti$ P'r W 1 as Pgc4 g z Z co) Z ; OZ W? i=w Z 3 wo oz O F. j F. N % '41 O 0 mZ cc M O a IL .1 0 = O LL o =W m OV Z W z H 00 ULd iZ SHEET: S -Z OF: 5 JOB NO.: 02656 DWG: S- FND -RFPLN 6 z r0 ON lvyyeti$ P'r W 1 as Pgc4 g z Z co) Z ; OZ W? i=w Z 3 wo oz O F. j F. N % '41 O 0 mZ cc M O a IL .1 0 = O LL o =W m OV Z W z H 00 ULd iZ SHEET: S -Z OF: 5 JOB NO.: 02656 DWG: S- FND -RFPLN z Z co) Z ; OZ W? i=w Z 3 wo oz O F. j F. N % '41 O 0 mZ cc M O a IL .1 0 = O LL o =W m OV Z W z H 00 ULd iZ SHEET: S -Z OF: 5 JOB NO.: 02656 DWG: S- FND -RFPLN SHEET: S -Z OF: 5 JOB NO.: 02656 DWG: S- FND -RFPLN JOB NO.: 02656 DWG: S- FND -RFPLN ct0 LIGHT HANDRAIL 2 S -1 T.O.W. EL. 150.50 i l I I I I I I I T.O.S. EL. 139.500 L----------------------------- - - - - -J NOTE: USE GREEN STREAK EAST ELEVATION 366 FRACTURED RIB " SCALE: 1/4" = 1' -0" FORM LINER FOR CONCRETE FORMED TEXTURE SURFACE. T.O.W. I I I Tom— r--L----- L------------------- - - - - -- L----------------------------- - - - - -J WEST ELEVATION SCALE: 1/4" = 1' -0" ARCHITECTURAL LEGENDS: ro I i O ® t W II t0 0 I T.I T.O.W. EL. 150.50 NORTH ELEVATION SCALE: 1/4" = 1' -0" NOTE: USE GREEN STREAK 366 FRACTURED RIB " FORM LINER FOR CONCRETE FORMED TEXTURE SURFACE. T.O.S. EL. 139.50 I I I-------------------------------------------- - - - - -J SOUTH ELEVATION SCALE: 1/4" = 1' -0" ESS 1 BEYOND WALL TYPES• 2" 3' -0" 2" I 3 0 CONCRETE, (THICKNESS AS NOTED) I I WITH ACOUSTICAL INSULATIVE PANEL 14 TREADS ®11" = 13' -9" 4' -0" CONCRETE, (THICKNESS AS NOTED) n B 4" CONC. ACCESS PATH W/ #4 ® 16" O.C. EA. WAY HANDRAIL2 S -4 OVER 6" MIN. FOUND. GRAVEL OPENING A PENETRATIONS: s -1 QDOOR NUMBER, SEE DOOR SCHEDULE TYPE A TYPE A ; ' ' " ' ,' .. • ",;: ' OLOUVER NUMBER, SEE SHEET H -1 DOOR TYPE DOOR FRAME TYPE NOT TO SCALE NOT TO SCALE F.D. I G DOOR SCHEDULE ROOM No. MATERIAL DOOR SIZE - WIDTH X HEIGHT FRAME FRAME SIZE FINISH HARDWARE TITLE AND TYPE TYPE X THICKNESS I AND GAUGE FIN. GROUP QACOUSTICAL MAIL. A 3' -0" x 7' -0" A 7 3/4" x 2" PNT 1 AIP AIP x 1 3/4" AIP x 16 GA. AIP FF AIP QACOUSTICAL GENERATOR ROOM A 3' -0" x 7' -0" A 7 3/4" x 2" PNT 1 AIP HOLLOW METAL AIP x 1 3/4" AIP x 16 GA. LIGHT HANDRAIL 2 S -1 T.O.W. EL. 150.50 i l I I I I I I I T.O.S. EL. 139.500 L----------------------------- - - - - -J NOTE: USE GREEN STREAK EAST ELEVATION 366 FRACTURED RIB " SCALE: 1/4" = 1' -0" FORM LINER FOR CONCRETE FORMED TEXTURE SURFACE. T.O.W. I I I Tom— r--L----- L------------------- - - - - -- L----------------------------- - - - - -J WEST ELEVATION SCALE: 1/4" = 1' -0" ARCHITECTURAL LEGENDS: ro I i O ® t W II t0 0 I T.I T.O.W. EL. 150.50 NORTH ELEVATION SCALE: 1/4" = 1' -0" NOTE: USE GREEN STREAK 366 FRACTURED RIB " FORM LINER FOR CONCRETE FORMED TEXTURE SURFACE. T.O.S. EL. 139.50 I I I-------------------------------------------- - - - - -J SOUTH ELEVATION SCALE: 1/4" = 1' -0" ESS 1 BEYOND WALL TYPES• 2" 3' -0" 2" I 3 0 CONCRETE, (THICKNESS AS NOTED) I I WITH ACOUSTICAL INSULATIVE PANEL 14 TREADS ®11" = 13' -9" 4' -0" CONCRETE, (THICKNESS AS NOTED) n B 4" CONC. ACCESS PATH W/ #4 ® 16" O.C. EA. WAY HANDRAIL2 S -4 OVER 6" MIN. FOUND. GRAVEL OPENING A PENETRATIONS: s -1 QDOOR NUMBER, SEE DOOR SCHEDULE TYPE A TYPE A ; ' ' " ' ,' .. • ",;: ' OLOUVER NUMBER, SEE SHEET H -1 DOOR TYPE DOOR FRAME TYPE NOT TO SCALE NOT TO SCALE F.D. I G DOOR SCHEDULE ROOM No. MATERIAL DOOR SIZE - WIDTH X HEIGHT FRAME FRAME SIZE FINISH HARDWARE TITLE AND TYPE TYPE X THICKNESS TYPE AND GAUGE FIN. GROUP QACOUSTICAL MAIL. A 3' -0" x 7' -0" A 7 3/4" x 2" PNT 1 AIP HOLLOW METAL AIP x 1 3/4" AIP x 16 GA. AIP FF AIP QACOUSTICAL GENERATOR ROOM A 3' -0" x 7' -0" A 7 3/4" x 2" PNT 1 AIP HOLLOW METAL AIP x 1 3/4" AIP x 16 GA. NOTE: 1. SEE SPECIFICATION FOR HARDWARE GROUP ROOM MATERIAL AND FINISH SCHEDULE ROOM FLOOR WALLS CEILINGNORTH rry SOUTH EAST WEST TITLE MATL. FIN. MATL. FIN. MATL. FIN. MATL. FIN. MAIL. FIN. MATL. FIN. PUMP ROOM CONC. CSH AIP FF AIP FF AIP FF AIP FF AIP FF GENERATOR ROOM CONC. CSH AIP FF AIP FF AIP FF AIP FF AIP FF CONC - CONCRETE CSH - CONCRETE SURFACE HARDENER N/A - NOT APPLICABLE AIP - ACOUSTICAL INSULATION PANEL FF - FACTORY FINISH r A O cr •c a a O w w 0 F.D. 0 If O z F.D. 0 PUMP SKID OO F.D.O M ARCHITECTURAL FLOOR PLAN SCALE: 1/4"=l'-O" PUMP SKID TO BE INSTALLED PRIOR TO ROOF CONSTRUCTION 4: 1f O a lV 5, 3 TREADS 0 1' 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY cowco 00 NN N z c N zw zz $ i- -- ,k j ^= r^ mLd4m O V _ Z z z Z n = cn z300 WN tn Z 00 2 rry 0W Z LL: N LL 0 F y0 WZZ z o IL o O N 0 0 Q Oaaa 0 6 z 4 Z 2 rry Z 0LL 0 JOv~j WZZ cc O IL 0 6 z 4 Y F, r7 rry cz Z Z GZ W = I•- LU pyc < x Z3 '<W 0 WCC Ix WJ W IL co a 0— J O Z n. v m: joa . ; LL o = W Ou Z W z _ V) v3 x< H 00 c VLLJ z < SHEET: S -3 OF: 5 JOB NO.: 02656 DWG: S- ARCH -ELEV co I OF F W10x HOIST BEAM a E F GENERATOR ROOM PUMP ROOM S. t, H J a a• SECTION rA SCALE: 1/4 " =1' -0" S-2 H TYP. — S -5 CHAMFER ato INSTALL ACCESS HATCH FRAME TYP. #5 SH5 TYP. #5 TOP ACCESS A HATCf SEE PLAN L ir 2 - #5 1 - #5 ROOF SLAB TYP. DRIPe SEE PLAN REINFORCEMENT, S -5 • DRIP I to d TYP. #5 DWLS b ~ SE5 LINER FIN. GRADE VARIESRIES T DETAIL D SCALE: 3/4 " =1' -0" - r p oz V) II L` 6" PVC p WATERSTOP, TYP. T.O.S. W/ #5 VERTS ® 12" O.0 5 HORZ 0 12" O.C. TYPICAL, U.N.O. 5 31- 0"DWLS SPACE & LAP 3' -0" MIN W/ WALL VERTS 1/2 "x1" DP ELASTOMERIC JOINT SEALANT TYP. EA. SIDE I. .I OMV ZOO ACf FOUNDA TION GRAVEL DETAIL H SCALE: 3/4 " =1' -0" - INSTALL ACCESS HATCH FRAME VERIFY IjU 2 - #7 BOT D SIM. H :y INSTALL ACCESS HATCH FRAME ROOF SLAB — REINFORCEMENT, SEE PLAN 3 c STIRRUPS 4" O.C. 2 - #7 - BOT. CONT. NOTE: ACOUSTICAL INSULATION PANELS FINISHES NOT SHOWN FOR CLARITY NOTE: FABRICATE TOP REINFORCEMENT TO CLEAR WATERSTOP 1" MIN., TYP. GENERATOR GENERATOR PAD SEE PLAN 5x5' -0" DWLS 12" O.C. 4" PVC WATERSTOP EA. SIDE SLAB REINF., SEE PLAN HOOK TOP BARS SLOPE ACCESS A HATCH SEE VPLAN 2 - #5 1 - #5 N 2 - #7 x 9' -6" BOT. EQ. SPACED NOTE: HOIST BEAM NOT SHOWN FOR CLARITY E S -5 J S -5 SECTION B SCALE: 1 /4 " =1' -0" S -2 INSTALL ACCESS HATCH FRAME VERIFY DETAIL E SCALE: 3/4 " =1' -0" - TYP. #5 OWLS DH W/ ALTERNATE HOOK SLAB REINF., SEE PLAN s N U 2 - #5 x W -6" TOP EQ. SPACED io 3 r- STIRRUPS 4" O.C. ROOF SLAB — REINFORCEMENT, 2- #5 SEE PLAN TOP CONT. m 2 - #7 # 3 STIRRUPS BOT. CONT. ®12" O.C. NOTE: HOIST BEAM NOT SHOWN FOR CLARITY NOTE: ACOUSTICAL INSULATION PANELS FINISHES NOT SHOWN FOR CLARITY NOTE: FABRICATE TOP REINFORCEMENT TO CLEAR WATERSTOP 1" MIN., TYP. 8 DETAIL J FOUNDA GRAVEL¶ ON SCALE: 3/4 " =1' -0" - DETAIL F SCALE: 3/4 " =1' -0" - TYP. 6" PVC WATERSTOP o T.O.S. 8MV FOUNDATION GRAVEL F S -5 4 n 0 16" O.C. Enuj 2 - #4 TOP TYP y TREAD 1" NOSING 4 NOSING BAR 4 16" O.C. 0 y U) TYP. 8" H rnNr wei i _ NOTE: SLOPE TOP OF SLAB TO FLOOR DRAIN. SEE PLAN. SLAB REINF.; SEE PLAN SLOPE_,,., CIP SECTION K SCALE: 3/4 " =1' -0" S -2 CONTROLLED DENSITY FILL VVIYV. HVVGJJ PATH zo TYP. 8" SECTION c SCALE: 3/4 " =1' -0" S -2 T 4 (— ® 16" O.C. IN ADHESIVE ANCHORS 4" MIN EMBED) X Ae 4 DWLS ® 16" O.C. IN ADHESIVE ANCHORS (4" MIN 0-n cfc 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w mAl00 oN N QLLJZ NN Z 0wzo w L7 0 z Z J < z v) y p o3 w oN a pw 0 0 u: j 0 ui U C7 0 Q U o 2 d p n p U Q Z aaa ap Z 0 z0 OZ ZOV oLL. Z3 QaOca 5 Li 3 w W Z Z a J oc_o 0 mm 6 z SHEET: S -4 OF: 5 JOB NO.: 02656 DWG: S4 -SECT z0 OZ w Z3 Ul NW 3 ti IL J oc_o SHEET: S -4 OF: 5 JOB NO.: 02656 DWG: S4 -SECT z0 OZW? w Z3 Ul NW 3 w IL J oc_ommCI- O ma z0 d z J Q U ZQ mO z v3 H OZvug SHEET: S -4 OF: 5 JOB NO.: 02656 DWG: S4 -SECT INSTALL ACCESS HATCH FRAME z0) ACCESS HATCH INSTALL ACCESS HATCH FRAME HC TE) Yp VERIFY OZ SEE PLAN VERIFY CHAMFER 0 iv Z LLL: 2 - N TYP. #5 CONT o 5 SLOPE F 1 - #5 N e H TYP. DRIP I 2 - #7 BOT z I ma N v I 0 LL : 03 W 3 STIRRUPS 4" I Z a co 4" O.C. CLR R o 0 J 5 U I TYP. FORM a LINER TYP 8" T. 0 SECTION rA SCALE: 3/4 " =1' -0" S-2 m FINISHED 8" H TYP. WALL S -4 DWLS TYP. 6" PVC WATERSTOP 6 w TYP. 8" H NOTE: ACOUSTICAL INSULATION PANELS FINISHES NOT SHOWN FOR CLARITY. DETAIL rE SCALE: 3/4 " =1' -0" S-4 G NNW U C 08 DETAIL J SCALE: 3/4 " =1' -0" - 3 u STIRRUPS #3[:] STIRRUPS 12" O.C. ® 4" O.C. SD4 SD4 ACCES HATCH BEAM BEAM BEYOND @ SF4 BEYOND NOTE: ROOF SLAB REINF. NOT SHOWN FOR CLARITY SECTION B SCALE: 3/4 " =1' -0" S -2 TYP. #5 TYP. #5 ROOF SLAB y I IIREINFORCEMENT, I SEE PLAN l eTYP. #5 OWLS NOTE: FABRICATE TOP REINFORCEMENT TO CLEAR WATERSTOP 1" MIN., TYP. I. I TYP R" rH 4x2' -0" DWLS 0 16" O.C. IN ADHESIVE ANCHORS (4" MIN EMBED), BOTH ENDS, TYP. SLAB REINF, SEE PLAN SLOPE H TYP. 8" DETAIL F SCALE: 3/4 " =1' -0" S -4 3 © STIRRUPS #3 [J STIRRUPS H TYP VERIFY ® 4" O.C. ® 12" O.C. ROOF SLAB REINFORCEh CHAMFER e D SEE PLAN S -4 _ SLOPE S_4 I TYP. DRIP-/ I I FIN. GRADE VARIES SEE ELEVATIONS TYP. CHAMFER co TYP. DRIPe TYP. FORM LINER FIN. GRADE VARIES SEE ELEVATIONS FE: FABRICATE TOP REINFORCEMENT CLEAR WATERSTOP 1" MIN., TYP. C T.O.S. 0 TYP. #5 DWLS e SECTION c SCALE: 3/4 " =1' -0" S -2 CF DETAIL G SCALE: 3/4 " =1' -0" S-2 NOTE: ACOUSTICAL INSULATIOP FINISHES NOT SHOWN FOR f TYP WALL 1 CORNER BAR 3_1 SECTION D SCALE: 3/4 " =1' -0" S -2 1/2" CHAMFER TYP TOP & BOT uj #5 CONT 0 PERIMETER LL DRIP ALL AROUND TYP ALL TOP 0 „ O.C. AROUNDT.O. ROOF tO T.O.W. M „ TYP 3/4- 2 1/2" FIN. GRADE VARIES SEE ELEVATIONS 7 ROOF SLAB I REINFORCEMENT, I SEE PLAN I• 2'-0' I #5 N DWLS ® 12" O.C. I 6" TYP. FORM LINER I TYP. 8" / I„ SECTION H SCALE' 3/4 " =1' -0" S-2 SLAB REINF, SEE PLAN EE C§SD t 6 Vl Q p J O O FOUNDATION GRAVEL DETAIL K SECTION L GRAVEL FOUNDATION 1" 2" SCALE: 3/4 " =1' -0" - SCALE: 3/4 " =1' -0" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 o° 0N co ui zUJ t/I N 0 Fv z om w z° mrn F O J a z zc p 03 o t` to z0) Z OZ 0 LU ? co 0 0W Z LLL: p) N 3 o 2Oc* F a N c0 Z Q z ma D v II. O LL : 03 W m 0 0z Z a W RJ5U s• LL CAL a 0 N 0 0 Q 0 aaa a0 N a o z0) Z OZ 0 LU ? co uw Z Wp) o 3 o 2Oc* F a N c0 Z I ma O v II. 0 N a o z0) Z OZ LU ? co uw 3 Wp) 3 o D F a J z c0Om O ma v LL : 03 W m 0 0z Z aF- v3 H po s• LL CAL a SHEET: S -5 OF: 5 JOB NO.: 02556 DWG: S -SECT2 ONE LINE DIAGRAM ELEMENTARY WIRING DIAGRAMS ELECTRICAL PLAN DRAWINGSACRONYMSANDABBREVIATIONSSYMBOLSCHEDULESYMBOLSCHEDULESYMBOLSCHEDULE A AMPERE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION AC ALTERNATING CURRENT 0 Al ANALOG INPUT POWER DISTRIBUTION AND CONTROLAL ALT ALUMINUM ALTERNATOR DEVICE OR EQUIPMENT TERMINAL PANEL OR DEVICE WIRING -BY EQUIPMENT VENDOR FINISHED GRADE 0 0 N AO ANALOG OUTPUT FIELD WIRING -BY ELECTRICAL CONTRACTOR SWITCHBOARD /MOTOR CONTROL CENTER (MCC) V) w R 8ASLALARMSWITCHLOWBUSSINGCONNECTIONEQUIPMENT /DEVICE ENCLOSURE FLOOR MOUNTED DISTRIBUTION /CONTROL EQUIPMENT AWG BATT AMERICAN WIRE GAUGE BUS WIRING CONNECTED PANELBOARD - WALL MOUNTED z , @, -' 6" WIDE X 3MIL THICK ate YELLOW PLASTIC INDICATOR Z i cjBATTERYDISTRIBUTION /CONTROL EQUIPMENT_ T BKR BREAKER WIRING y1- -- WIRING NOT CONNECTED v I TAPE MARKED ELECTRICALr,i7 Z rn C CONDUIT WIRING CONNECTED /SPLICED 1 1 DEVICE OR EQUIPMENT TERMINAL I SWITCH (SAFETY OR DISCONNECT) C , d gy "' COMPACTED BACKFILL Owz CA CT CHLORINE ANALYZER CURRENT TRANSFORMER EQUIPMENT /DEVICE ENCLOSURE 0-- CONTROL PANEL TERMINAL MOTOR STARTER (MAGNETIC) a 3 3' g to iimMIN', '. MIN O W „ o Z CU COPPER SAND BEDDING MATERIAL F DC DIRECT CURRENT T PLUG -IN CONNECTION MCC TERMINAL D MOTOR STARTER (MANUAL W /OVERLOAD) 46 .' 0' ELECTRICAL CONDUIT i DI DIST DISCRETE INPUT DISTRIBUTION I\ o-o TRANSFORMER WINDING r ,' NUMBER do SIZE VARY AS z a O 3 DO ENCL DISCRETE OUTPUT ENCLOSURE MAGNETIC ONLY BREAKER FUSE- BUSSMAN FNM A 1) MOTOR (NUMBER = HORSEPOWER) PER ELECTRICAL SITE PLAN e I 14 OR METAL OXIDE VARISTOR (MOV) EX ROOF EXHAUSTER a EXIST EXISTING I\ I- DIODE RECTIFIER y FAH FAL FLOW ALARM HIGH FLOW ALARM LOW J THERMAL ONLY BREAKER GROUND OPERATED VALVE TYPICAL ELECTRICAL TRENCH SECTION FT2 SQUARE FOOT O INTRUSION DETECTION DETAIL 1 CONTACT BLOCK OPERATORSFEFLOWELEMENT FI FLOW INDICATOR LS LIMIT SWITCH NOT TO SCALE E- FIC FLOW INDICATING CONTROLLER I N.O. N.C. FIQ FLOW INDICATING TOTALIZER 0 PUSHBUTTON o m a FQ FLOW TOTALIZER THERMAL MAGNETIC BREAKER 1PB,2PB,ETC.) PSO PRESSURE SENSOR N d z FIR FLOW INDICATING RECORDER oo-o- MUSHROOM HEAD PUSHBUTTON z pFITFLOWINDICATINGTRANSMITTER1PB,2PB,ETC.) PT PRESSURE TRANSMITTER wFSL FT FLOW SWITCH LOW FLOW TRANSMITTER 65 MECHANICALLY HELD PUSHBUTTON OPERATOR waw FU FVNR FUSE FULL VOLTAGE NON REVERSING I SWITCH OFF -ON" SV SOLENOID VALVE vv> o: o xv aa FVR FULL VOLTAGE REVERSING TWO POSITION SELECTOR SWITCH FY FLOW COMPUTATION 0 o- 1SS, 2SS, ETC...) LI LEVEL INDICATOR a°o. G GROUNDING CONDUCTOR FUSE SC -1SS a GFCI GND GROUND FAULT CIRCUIT INTERRUPTER GROUND OFF HAND AUTO LS LEVEL SWITCH GRS HC HP GALVANIZED RIGID STEEL HAND CONTROL HORSE POWER M POWER TRANSFORMER THREE POSITION SELECTOR SWITCH (1SS, 255, ETC..) X" = CLOSED IN THIS POSITION LSH LEVEL SWITCH HI IC INTERRUPTING CAPACITY M CONTROL POWER TRANSFORMER T KA KILO AMPERES CURRENT TRANSFORMER SC -1SS a PRESSURE INDICATOR KAIC KILOAMPERES- INTERRUPTING CAPACITY CONTACTSKCMTHOUSANDCIRCULARMILLS z0 KV KILOVOLT THERMAL OVERLOAD N.O. N.C. PSL PRESSURE SWITCH LOW 5KVAKILOVOLT- AMPERE 0 o- 6 SINGLE BREAK CONTACTS Lu KVAH KVAR KILOVOLT- AMPERE HOUR KILOVAR (REACTIVE KILOVOLT AMPERE) I- T CONTACTOR 0o- •a._ DOUBLE BREAK CONTACTS (CONTACT BLOCK) PULLBOX /HANDHOLE N.O. N.C. MECHANICALLY ACTUATED SNATCHESKVARHKILOVAR -HOUR WASTEWATERKW KWH KILOWATT KILOWATT-HOUR CAPACITOR XXFS XXFS FLOAT SWITCH TS TORQUE SWITCH TREATMENT PLANT LINE POWER LINE /POWER BLOCK o- 1FS,2FS,ETC.) EXISTING MTU LAH LEVEL ALARM HIGH 1 LIGHTING FIXTURES LAL LI LEVEL ALARM LOW LEVEL INDICATOR GROUND CONNECTION XXPSo- XXPS PRESSURE SWITCH 1PS,2PS,ETC.) A O HIGH INTENSITY DISCHARGE (HID) I I z FIXTURE - WALL MOUNTED A,B,C,D, ETC. ARE LSH LEVEL SWITCH HIGH LSHH LEVEL SWITCH HIGH HIGH LSL LEVEL SWITCH LOW VR VOLTAGE RELAY TR TIMING RELAY XXTAS XXTAS o- TEMPERATURE ACTUATED SWITCH (THERMOSTAT) g FIXTURE TYPE. FLUORESCENT FIXTURE - REFER TO0SURFACEORPENDENTMOUNTEDFIXTURE1TAS,2TAS,ETC.) LSLL LEVEL SWITCH LOW LOW C OUTDOOR LIGHT - HIPS SCHEDULE LT LEVEL TRANSMITTER CR CONTROL RELAY XXFLS XXFLS FLOW SWITCH WALL MOUNTED MORGAN HILLLYLEVELCOMPUTATION1FLS,2FLS,ETC.) BOOSTER STATIONLPULINEPROTECTIONUNITPCPHOTOCELLDYARDLIGHTPOLEW/ FIXTURE(S) M MA MAGNETIC CONTACTOR MILLIAMPERES F FLOAT SWITCH XXDPS XXDPS ok DIFFERENTIAL PRESSURE SWITCH 1L 1' goN n't MAX MAXIMUM SV SOLENOID VALVE 1DPS,2DPS,ETC.) SWITCHING o °° iAMAINRADIO iMCMMILLIONCIRCULARMILLS PROTECTION P PRESSURE SWITCH XXLS XXLS o- -oQo- FREE SINGLE POLE SWITCH FOUR WAY SWITCH yS4WALLMOUNTED WALL MOUNTED I PLC & I NEW RTU W . vt, a oMCPMOTORCIRCUITLIMITSWITCHESPLCRmxMEG MF MEGAOHM MAGNETIC FORWARD CONTACTOR O LEVEL SWITCH XXLS XXLS TLS 2LS ETC.) HELD TWO WAY SWITCH SWITCH WITH 1 ` o MIN MINIMUM FIT FLOW INDICATING TRANSMITTER 06o- fl 2 WALL THREE MOUNTED PILOT LIGHT WAY SWITCH I P ys 4X55 MR MAGNETIC REVERSE CONTACTOR WALL MOUNTED L 0Q 0 n N.O. N.C. RELAY CONTACTSMTSMANUALTRANSFERSWITCHTSTORQUESWITCH 3 ELECTRICALLY OPERATED) XXCR XXCR RECEPTACLE OUTLETS MV MW MILLIVOLT MEGAWATT qO AMMETER INSTANTANEOUS CONTACT OF RELAY 1CR,2CR,ETC.) DUPLEX RECEPTACLE OUTLET - WALL MOUNTED MTU MASTER TERMINAL UNIT 3_ - QUANTITY XXTR XXTR TIMED DELAY CONTACT OF RELAY NEMA 5 -15R UNLESS OTHERWISE SPECIFIED) N NEUTRAL CONDUCTOR 0 -600V_ - SCALE /RANGE) DELAY ON ENERGIZATION-ON DELAY) SPECIAL PURPOSE EQUIPMENT CONNECTION NEC NATIONAL ELECTRICAL CODE O VOLTAGE METER J 1TR,2TR,ETC.) 0 SPECIAL PURPOSE RECEPT. OUTLET- WALL MOUNTED NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOC. ELECTRICAL SAFETY CODE 3__- 55 -66HZ QUANTITY SCALE /RANGE) XXTR XXIR TIMED DELAY CONTACT OF RELAY ON DE- ENERGIZATION DELAY) SPECIAL PURPOSE EQUIP. CONNECTION- WALL MOUNTEDOLSCOVERLOADDELAY -OFF P POLE F FREQUENCY METER XXTR XXTR 1TR,2TR,ETC.) z R Z WI-- CCONTROLS PAL PE PRESSURE ALARM LOW PRESSURE ELEMENT 1 QUANTITY 0- 500W- o- X TIME RELAY CONTACT OF RELAY DELAY ON O FLOAT SWITCH LIMIT SWITCH HYDRO- PNEUMATIC TANK BUILDING Z zz Z H WSCALE/RANGE) DELAY ON ENERGIZATI0N, CONTROL STATION I W a p PF POWER FACTOR DE- ENERGIZATION, ON DELAY /OFF DELAY) OP PRESSURE SWITCH y y I.- 2 Z PH or PI 0 PHASE PRESSURE INDICATION O1'- WATT HOUR METER QUANTITY X OL X OL OVERLOAD RELAY SV SOLENOID VALVE RADIO REPEATERI QZ3 WN > Q f PLC PROGRAMMABLE LOGIC CONTROL AMS AMMETER SWITCH 10L,20L,ETC.) OT THERMOSTAT 0WW t 0PRVPRESSUREREDUCINGVALVEOJ PS POWER SUPPLY VMS VOLTMETER SWITCH MAGNETIC COILS H IL W p mSIGNALSYSTEMSPSIPOUNDSPERSQUAREINCHXR CONTROL RELAY O mRCIRCULARCHARTRECORDERGENERATOR1CR,2CR,ETC.) QS SMOKE DETECTOR ORPM RTU REVOLUTIONS PER MINUTE REMOTE TERMINAL UNIT XX TIMED DELAY RELAY TELEPHONE - SINGLE LINE Q Z m Q 04 i C SEC SECOND N SOLID NEUTRAL 1TR,2TR,ETC.) GENERAL WIRING SYMBOLS NOTE: O J Z SHL STD SHIELDED STANDARDS XC MAGNETIC MOTOR STARTER Q JUNCTION BOX CONTRACTOR SHALL PROVIDE ALL NECESSARY DEVICES 0. z J V r SUSE SUITABLE FOR USE AS A SERVICE ENTRANCE 15 MOTOR - NO. = HORSE POWER 1M,2M,ETC.) WIRING RUN EXPOSED IN BUILDING FOR PROPERLY COMMUNICATIONS BETWEEN NEW BOOSTER LL o W V TB TERMINAL BLOCK SOLENOID (FOR VALVE UNLESS OTHERWISE NOTED.) STRUCTURE UNLESS OTHERWISE NOTED STATION AND EXISTING MTU. O , Z 9 TEFC TOTALLY ENCLOSED FAN COOLED 1SV,2SV,ETC.) WIRING RUN CONCEALED IN SLAB, zo a a W TSP TWISTED SHIELDED PAIR I I SAFETY DISCONNECT UNDER SLAB IN 3 PILOT LIGHTS 1LT, 2LT, ETC.) LENS COLOR CODE UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT I I IN NEMA 4X ENCL. YJ UNLESS OTHERWISE NOTED N 2 MP CEILING OR WALL OR BELOW GRADE. ARROWHEAD INDICATES HOMERUN TO U- wV 0 p zVA VMR VOLT AMPERE VOLTAGE MONITORING RELAY AUXILIARY CONTACT NEON TYPE A = AMBER PANEL NOTED AT END OF ARROWHEAD. NUMBER INDICATES a W WATT A W = WHITE CIRCUIT WITHIN PANEL NOTED. WH WATT HOUR WP WEATHER PROOF r SEAL OFF INCANDESCENT PUSH -TO -LEST " G = GREEN LINE OR PHASE CONDUCTORA-4--r-NEUTRAL TELEMETRY CONFIGURATION DIAGRAM XFMR POWER TRANSFORMER B TEST CIRCUIT TO LINE) CONDUCTORr NOT TO SCALE SHEET: E -1 ZIC POSITION INDICATING RECORDER I GROUNDING CONDUCTOR ZLL POSITION LIGHT LOW INDICATING INSTRUMENTS CROSSMARKS INDICATE QUANTITY 0 1" 2" OF: 8 ZLH ZSH POSITION LIGHT HIGH POSITION SWITCH HIGH O AMMETER AM AMMETER RELAY O HOUR METER AND USE OF CONDUCTORS. #12 AWG COPPER CONDUCTOR REQUIRED TWO INCHES AT FULL SCALE. JOB NO.: 02656 ZSL POSITION SWITCH LOW IF NOT, SCALE ACCORDINGLY ZT POSITION TRANSMITTER UNLESS OTHERWISE INDICATED DWG: E1 NOTES w Li NEW I ANTENNA. SEE E -9 119 tSC X28 A OBCGe M IVG B OS R .q << 1 r NNI, t ( DIS ONN& 1 ¢` i~ 1 EL CTRIC R Ile t w _ 6b A, 4 C. UA6 s „ w NEW POLE AND`, \ lj RISE BY PSE % jJ t IV 48 /2 7V D — D T AN FORMER. AT WI TOM 150 f` IN O LLO IN ." ... f [ 47 7 T f1 k -- W f~ 146 i r j NOTES: Z r' 1. PSE SHALL SUPPLY METER. CONTRACTOR SHALL INSTALL METER BASE PER PSE STANDARDS. tfJ 2. CONTRACTOR SHALL PROVIDE CONDUIT FROM PAD MOUNTED TRANSFORMER TO NEW PSE POLE (TRENCH SHALL BE 36" it r f r 4- 44 T I, — t DEEP PER PSE STANDARDS). NN I ` 3. SURFACE RESTORATION REQUIRED FOR ALL BURIED CONDUITS f . ! OUTSIDE BOOSTER STATION. J 143 4. CONDUIT ROUTING IS CONCEPTUAL ONLY. CONTRACTOR SHALL FIELD DETERMINE FINAL CONDUIT LOCATION BASED ON tiE t ELECTRICAL EQUIPMENT REQUIREMENTS. s Ti i J 5. CONTRACTOR SHALL COORDINATE WITH TELEPHONE COMPANY 1 (QWEST) FOR LOCATION OF TELEPHONE VAULT AND SHALL INSTALL 2" CONDUIT. CONDUCTORS PROVIDED BY QWEST. i 14 it 6. POLE RADIO— ANTENNA LOCATIONS SHOWN IS PRELIMINARY. t CONTRACTOR SHALL VERIFY LOCATION OF POLE TO PROVIDE STABLE COMMUNICATION WITH MTU (LOCATED ON WWTP) AND d COORDINATE LOCATION OF POLE WITH CITY AND ENGINEER. ff ( f( s ! et _ SITE PLAN SCALE: 1"=10'—O" 0 1 2 TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY O w A\ 0 0 U) N Z z 0 Z orn LLJ z ° mWrn J 003 U ° V- 014q wl N O 0 y i k O pQs Pg,O g Z5 OZ ZH Z co Z; Lu Z H W y¢ Z3 WW> 33 m M S N IL ZN o OZ 7 m F li LL o W W z Z I— i3 V> 0zi J U 0 w a N O U Q V- 014q wl N O 0 y i k O pQs Pg,O g Z5 OZ ZH Z co Z; Lu Z H W y¢ Z3 WW> 33o W M0NIL F o OZ m CL LL o W WQ " Z I— O i3 V> 0zi SHEET: E-2 OF: 9 JOB NO.: 02656 DWG: E2— SITEPLN CONDUIT # 3P -20A 3P -20A 3P -70A 3P -70A CONDUCTORS: AQn \/ AQR \/ ACAtl A0^kJ CONDUIT # FROM: TO: VIA CONDUIT SIZE: CONDUCTORS: NOTES 1 UTILITY TRANSFORMER DISCONNECT SWITCH 0 2 1/2 3 -4/0, 1 #413 POWER TO STATION 2 DISCONNECT SWITCH EL. METER 2 1/2 3 -4/0, 1 #4G POWER TO STATION 3 GEN. BREAKER ATS 6 2 1/2 3 -4/0, 1#413 STANDBY POWER 4 EL. METER POWER DISTRIBUTION PANEL 2 1/2 3 -4/0, 1 #4G MAIN BREAKER 5 STANDBY GENERATOR GEN. BREAKER 2 1/2 3 -4/0, 1#4G STANDBY POWER 6 POWER DISTRIBUTION PANEL ATS 2 1/2 3 -4/0, 1 #413 MAIN BREAKER 7 ATS POWER DISTRIBUTION PANEL 2 1/2 3 -4/0, 1 #413 POWER BLOCK 8 POWER DISTRIBUTION PANEL 15 KVA XFMR 3/4- 3 #10 THW, 1 #10G 30 AMP BREAKER 9 15 KVA XFMR POWER DISTRIBUTION PANEL a 3/4- 3 #6 THW, 1 #10G PANELBOARD "P1" 10 SKID MOUNTED BOOSTER STATION PUMP NO. 1 S 3/4" SKID MANUFACTURER PROVIDED POWER TO PUMP NO. 1 11 SKID MOUNTED BOOSTER STATION PUMP NO. 2 SKID MANUFACTURER PROVIDED POWER TO PUMP NO. 2 12 SKID MOUNTED BOOSTER STATION PUMP NO. 3 SKID MANUFACTURER PROVIDED POWER TO PUMP NO. 3 13 SKID MOUNTED BOOSTER STATION PUMP NO. 4 SKID MANUFACTURER PROVIDED POWER TO PUMP NO. 4 14 SKID MOUNTED BOOSTER STATION PUMP NO. 5 SKID MANUFACTURER PROVIDED POWER TO PUMP NO. 5 15 PANELBOARD "P1" SKID MOUNTED BOOSTER STATION 3/4" 2 #12 THW, 1#12G POWER TO MOTOR CONTROL PANEL 16 POWER DISTRIBUTION PANEL SKID MOUNTED BOOSTER STA11ON 2 1/2 3 -4/0, 1#413 POWER BLOCK 17 POWER DISTRIBUTION PANEL CONTROL PANEL 3/4- 2 #12 THW, 1 #12G PANELBOARD "P1" 1B POWER DISTRIBUTION PANEL GENERATOR HEATER 3/4" 2 #12 THW, 1 #12G PANELBOARD "P1" 19 POWER DISTRIBUTION PANEL GEN. BAKERY CHARGER 3/4- 2 #12 THW, 1 #12G PANELBOARD "P1" 20 FUEL TANK FUEL CONTROL PANEL 3/4- 6 #14 THW, 1 #12G CONTROL 21 CONTROL PANEL FUEL CONTROL PANEL 3/4- 8 #14 THW, 1 #14G CONTROL 22 POWER DISTRIBUTION PANEL FUEL CONTROL PANEL 3/4" 2 #12 THW, 1 #12G PANELBOARD "Pt" 23 CONTROL PANEL LIMIT SWITCHES 3/4" 4 #12 THW, 1 #12G INTRUSION ALARM 24 STANDBY GENERATOR CONTROL PANEL in 10 #14 THW, 1#12G CONTROL 25 SKID MOUNTED BOOSTER STATION CONTROL PANEL 1" 10 #14 THW, 1 #12G CONTROL 26 SKID MOUNTED BOOSTER STATION CONTROL PANEL 3/4- 1 #18 TSP ANALOG SIGNAL, PRESSURE 27 SKID MOUNTED BOOSTER STATION CONTROL PANEL 3/4- 1 #18 TSP ANALOG SIGNAL, FLOW 28 REMOTE TERMINAL UNIT RTU RADIO ANTENNA POLE 1" CONTRACTOR PROVIDED RADIO SIGNAL 29 PRESSURE TRANSMITTER SKID MOUNTED BOOSTER STATION 3/4" 1 #18 TSP ANALOG SIGNAL 30 FLOW METER SKID MOUNTED BOOSTER STATION 3/4" 1 #18 TSP ANALOG SIGNAL 31 FLOW METER SKID MOUNTED BOOSTER STATION 3/4- 2 #12 THW, 1 #12G POWER 32 ATS CONTROL PANEL 3/4- 6 #14 THW, 1 #12G CONTROL 33 CONTROL PANEL RTU 3/4" 18 #14 THW, 1 #120, 2 #12 THW CONTROL, POWER E3— LINEDIAG a0m N p Q 6liO ZWW W Lu zz Uaa Q U S d O VI O U Q E3— LINEDIAG z — — 5 GENERATOR GENERATOR ROOM POWER DISTRIBUTION PANEL A.T.S. / f- PANELBOARD 23 6 7 4 8 LS 17 II 3 18 19 16 15 I I IIII 11Frr ===== = = = =L_ -_ V27 PUMP CONTROL PUMP N0. PUMP N0. PUMP NO, 24 III AND DISTRIBUTION 3 4 P 31 30 I 29QQII SKID MOUNTED BOOSTER STATION PUMP ROOM ELECTRICAL FLOOR PLAN SCALE: 1/2"=l'-O" 480/208/120V 15KVA XFMR 28 i A 33 CONTROL / PANS 1 DISCONNECT SWITCH III FIT III III PT III 21 22 ILL =_ 20 — — — 2 ELECTRIC METER FUEL CONTROL PANEL NOTES: SEE SHEET E -2 FOR CONTINUATION OF CONDUIT 1. SEE SHEET E -3 FOR CONDUIT SCHEDULE. 2. CONTRACTOR SHALL VERIFY LOCA11ON OF POLE TO PROVIDE STABLE COMMUNICATION WITH MTU. 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 A m 00 o U) N NIf al Eu LuZ N Nv W Z O^ O z ? < zoJO In o w3 U ° o V) 9 n N Q W 0Z 7 LL 0 Q a pg0 g j w a O vVi 0 0 Q 9 O v i W? 0Qs pg0 g j OZ Z coH W? OW j W W vZ3Q oOa W i W 0— Zd mQ i0 H O a 3 LL LL o W W O" z o o mW3 UW iZ SHEET. E -4 OF: 9 JOB NO.: 02656 DWG: E4- FLRPLAN HOA LIGHTING AND POWER PLAN SCALE: 1/4 " =1' -0" LIGHTING FIXTURE SCHEDULE DIRECTORY Z MANUFACTURER BKR. AMP. L1 L2 NAME CATALOG NO. TYPE DESCRIPTION LAMPS INPUT (VA) COMMENTS Li SUSPENDED MOUNTED 2 -LAMP FLUORESCENT W/ Ls LS UNIT HEATER HT 01 1300 i{ }i'i fir _'11fi.. 1 SF -1 1/20 LITHONIA DMW SERIES 2/38W T8 62W WET LOCATION 0.125" ACRYLIC LENS, ELECTRONIC BALLAST 1300 f : F? 3 2/20 1/20 HPS -1 WALL MOUNTED 1 -LAMP HIGH PRESSURE SODIUM, LITHONIA TWL SERIES 1/35W 50W WET LOCATION W /VANDAL GUARD, PHOTOELECTRIC CELL 200 5 1/20 1/20 6 W -1 WALL BRACKET LITHONIA W SERIES 2/40W 70W WET LOCATION 7 TYPE W240DF34 1/20 S SPARE KL RECESSED LOW MOUNT SITE LIGHTING, LITHONIA KL 505 1/50W 50W WET LOCA11ON 1/20 1 -LAMP HIGH PRESSURE SODIUM kr SPARE 120 VAC CIRCUIT ON OFF AUTO" 3 POSITION 20A SWITCH, LABELED ON OFF AUTO" MOUNT ON ROOF FACING NORTH CLOSED AT 2FC OR LESS, OPEN AT 5FC OR MORE Nro MOMOUNTED HOA SWITCH IN LABELED ENCLOSURE ON WALL TO FIXTURE PANEL BOARD "P1" DIRECTORY Z VA LOAD CKT. No. Ls LS BKR. AMP. L1 L2 L3 BKR. AMP. CKT. No. VA LOAD DIRECTORY Li L1 Ls LS UNIT HEATER HT 01 1300 i{ }i'i fir _'11fi.. 1 2/20 1/20 2 2000 S: ci ::: L': s>Y:if,nr MOTOR CONTROL PANEL UNIT HEATER HT 01 1300 f : F? 3 2/20 1/20 4 2000 'x.; .' CONTROL PANEL PUMP ROOM FAN EF 02 200 5 1/20 1/20 6 540 GEN. ROOM RECEPTACLE GEN.ROOM FAN EF 01 100 r7 ... 7 1/20 1/20 S SPARE OUTSIDE LIGHTS 200 u.3 i"k ;. 9gr 1/20 1/20 10 kr SPARE PUMP ROOM LIGHTS 400 11 1 20 1 20 12 900 PUMP ROOM RECEPTACLE GEN. ROOM LIGHTS 300 13 1/20 1/20 14 SPARE GENERATOR HEATER 2000 r`yv _y 2/20 1/20 16 y =, SPARE GENERATOR HEATER t ='s s 2000 17 2/20 1 20 18 1000 DEHUMIDIFIER RECEPT. GEN. BATTERY CHARGER 500 is "= °_° 19 1/20 1/20 20 iiiy _' _' SPACE SPARE f 21 1/20 1/ 20 22 SPACE SPARE 23 1/20 1/20 24 f _- SPACE SUB TOTALi 2200 3500 2600 N 2000 2000 2440 SUB TOTALi VOLTAO& 480/277V SPH. 4W. BN MAIN BUS, 100A TOTAL WATTSs L16 4200 PANEL No. P1MAINLU3100A. FRAME, 100 A. TRIP, 60A TOTAL WATTSv Lse 5500 MOUNTBN& SURFACE TOTAL WATTS, LS 5040 LOCATIONi PUMP ROOMNOTESTOTALWATTS13740 TS TS ELECTRICAL WIRING DIAGRAM EXHAUST FANS NTS EXHAUST FAN EF -1 EXHAUST FAN EF -2 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w 4^ 1 V) s X N Lu Z z Z co V0Z J z ai To p C3 yEg qON a Z v Q a 0 OQ uj a QaN0U yEg qON I't o c°v 6 O 4 ca h o i OQ ptL G O p0 ~ Z Z 0 H W off. LL, 3 v± Z 3W 3 M 0 05WQL0 H a o OM H C vAc Moc 0 mQ He 11L J a OR z — 0” LL0 =W JG OZ z n< Ca' 3 3 ac v V w z W 0 SHEET: E-5 OF: 9 JOB NO.: 02656 1 DWG: E5 -LIGHT 01 10 NP -7 0 NP -1 NP -2 OFF FIE ON NP -3 NP -4 O O NP -5 NP -6 0 01 10 NAMEPLATE SCHEDULE NP -1 AMPERS MOTOR CURRENT NP -2 RUN TIME METER NP -3 RUN NP -4 FAIL NP -5 HAND —OFF —AUTO NP -6 RESET NP -7 BOOSTER PUMP NO. 1 NP -8 RESET 1. FRONT DOOR LAYOUT FOR PUMP NOS. 4 do 5 ARE SIMILAR. 2. PUMP CONTROL PANELS PROVIDED BY SKID MOUNTED BOOSTER STATION MANUFACTURER. 3. ENCLOSURE SHALL BE NEMA 4X STAINLESS STEEL. PUMP NO. 3 FRONT DOOR LAYOUT NOT TO SCALE NP-1 0 NP -16 NP -2 NP -3 OFF D ON 13013 1313 NP-5 1 NP -5 013000 11131300 G T 1313 130131313 NP -7 NP —8 0 NP -4 NP -9 NP -1 NP -71 OFF OFF ON ON NP -12 NP -13 O O NP -14 NP -15 m NAMEPLATE SCHEDULE NP -1 PUMP CONTROL AND DISTRIBUTION PANEL NP -2 AMPER MOTOR CURRENT NP -3 RUN TIME METER NP -4 PUMP N0. 1 NP -5 RUN NP -6 FAIL NP -7 H —O —A NP -8 RESET NP -9 PUMP NO. 2 NP -10 AMPER MOTOR CURREN NP -11 RUN TIME METER NP -12 RUN NP -13 FAIL NP -14 H —O —A NP -15 RESET NP -16 MAIN DISCONNECT ENCLOSURE SHALL BE NEMA 4X STAINLESS STEEL. PUMP CONTROL AND DISTRIBUTION PANEL NOT TO SCALE 01 10 NP -1 0 NP-2 NP -4 w NP -3 NP-5 NP -6 NP -7 0 MAIN PLC POWER C RCUI SUPPLY BREAKERS w 1 w w POWER» o o °o °o POWER WIRE WAY 9 TERMINAL BLOCK Li WIRE WAY TERMINAL BLOCK WIRE WAY UPS NAMEPLATE SCHEDULE NP -1 CONTROL PANEL NP -2 WATER SYSTEM DISCHARGE PRESSURE NP -3 WATER SYSTEM FLOW NP -4 POWER ON NP -5 INTRUSION ON —OFF NP -6 OFF —ON NP -7 RESET ENCLOSURE SHALL BE NEMA 4X STAINLESS STEEL. CONTROL PANEL NOT TO SCALE CONTROL PANEL BACK PANEL LAYOUT NOT TO SCALE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w co o ° N N ujUi Np ZN z z w °D 0 Z, J Q zo V z sV) p N otv 0 y M N° Q a 0 Z v od Q US a Z d 0 a 1 n U Q R 8ar ON ZN O~ 8 Z; ui 1 qo ya W pQe Yg F`;gS M> Do ZN O~ OF: 8 Z; ui Z ya W Z9 M> O 0 y x 0 OZ o. pmQ IL J Z LL o W Oo 4a Lo w m3 V> o iz SHEET: E-8 OF: 8 JOB NO.: 02656 DWG: E6CONTRPANEL 120 VAC I PUMP CONTROL PANEL i i i T WE ATS STBY i- GENERA_T_OR SET FUEL CONTROL PANEL I DOOR LS CP LS RESET CONTROL PANEL INPUT CARD 1: DO PUMP FAIL PRESSURE 1:01 CONTROL FAIL 1:02 PLC FAIL 1:03 I PUMP NO. 3 RUN 1:04 PUMP NO. 4 RUN 1:05 I PUMP NO. 5 RUN 1:06 I UTILITY POWER FAIL 1:07 I GENERATOR FAILURE 1 :06 TANK FUEL LEVEL LOW 1 :09 I TANK FUEL 40% LEVEL 1:10 1 INTRUSION 1:11 o 1:12 o 1:13 o 1:14 o 1:15 In MAIN PLC INPUT MODULE ELEMENTARY WIRING DIAGRAM NOT TO SCALE 120 \mr% I OUTPUT MODULE I REMOTE TERMINAL UNIT RTU MAIN PLC RELAY OUTPUT MODULE AND RTU ELEMENTARY WIRING DIAGRAM NOT TO SCALE mLI TO RADIO ANTENNA I CONTROL PRESSURE INDICATOR PANEL I I I 0 I I I 120VAC FROM Z W PUMP CONTROL O Q2 I LOCATE IN 03 a ANALOG PANE LOCATEIN I PUMP 3 Lu PLC ANG N nPUMPONTROL CONTROL p 0 F0 do MODULE I PANEL I I I L m Q I Z 3 Z< 24V POWER SUPPLY W VH N Z 0z jai d r Wm3 V 0Q auj I I I PRESSURE PT I SENSOR PRESSURE SENSOR LOOP NOT TO SCALE I PUMP - - - - - - - - CONTROL CONTROL PUMP MAIN PLC PANEL PANEL PLC I I I ANALOG ANALOG INPUT II INPUT I MODULE I MODULE POWER FROM I CONTROL PANEL L — i- I I I L - - -- G POWER F -- - - - - FROM POWER I F -- - - - - -- ---- - - - - -- - - PUMP II ______ __________ CONTROL I I r - FLOW INDICATOR PANEL I I l i l l I FLOW %! TRANSMITTER FLOW SENSOR FLOW METER LOOP NOT TO SCALE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 w go V) $o Np Z N Z rn W z° LdIm O _j -c 0Z V) 00 g }EO o a aQ• : a s OZ Z W Z W= O Q2 Z 03 a Z3 W> 3 Lu oc OG N aiJl a p 0 F0 do m Q O Z 3 Z< Q W Z 0z d WLm3 V 0Q auj O En O U Q g }EO o a aQ• : a s OZ Z W Z W= O Q2 Z 03 Z3 W> 3 Lu oc OG 0 0 do m Q O a 3 Z< LLo W Z 0z d a WLm3 V 0Q SHEET. Ems% OF: 9 JOB NO.: 02656 DWG: E -71N DTI VIBRATION ISOLATORS GROUND LJ I I I l i (TYP. 4 PLACES) GROUND EJ _ — DOUBLE WALL 28.0' WIRE I SUB —BASE 28.0"— 4 8 9 POWER CONTROL 4It _ _ — r J FUEL TANK PISJTRIBUTION PANEL 4 f—1 ® 16" CONCRETE O O O O O O O.C. TOP AND SLAB 6 BOTTOM EACH WAY I I — — — — — — — +-+ GROUND ROD ,tl ••: J cv FINISH OFF I ® x 3/4" x 10' -0" . , p. IGRADEON 3" CLR'' i- S PT +i' ; co ATS I I 30.0 ® i r i 38.0 I O GRAVEL T 7 I PANELBOARD GRAVEL t— TO CONTROL PANEL FROM FROM POWER I 60.0" 6 MINIMUM GENERATOR CONTROL PANEL DISTRIBUTION PANEL I FROM TRANSFER (SEE NOTES 1 -3) TO BATTERY CHARGER do BLOCK HEATER I • SWITCH TO GENERATOR ELEVATION I " MAIN BREAKER (SEE NOTES 1 -3) 72.0" I 36.0 33 SEE NOTES 1 -3) NOTES. FROM TRANSFER SWITCH 1. REFER TO SITE PLAN FOR CONDUIT ROUTING. I I 28TOGENERATORCONTROLPANELII SEE NOTES 1 -3) 2. CONTRACTOR SHALL VERIFY ACTUAL GENERATOR L — — — — — — — — — -- DIMENSIONS PRIOR TO CONSTRUCTING PAD. 17 25 3. LOCATION OF EQUIPMENT IS GENERAL, VERIFY EXACT LOCATION OF ALL GENERATOR CIRCUITS WITH G NERATOR SUPPLIER PRIOR TO CONDUIT 15 ) 21 26 STANDBY GENERATOR NOT TO SCALE CHANNEL UNISTRUT SERIES P1000 OR EQUAL 1/2" 316 S.S. BOLT AND CHANNEL NUT UNISTRUT OR EQUAL C - 2- r PIPE CLAMP UNISTRUT SERIES P1100 OR EQUAL NUTS, BOLTS, AND WASHERS SHALL BE 316 S.S. DOUBLE CHANNEL BRACKET UNISTRUT P1001B OR EQUAL 1 5/8" 316 S.S. SQ. WASHER UNISTRUT SERIES P2864 OR EQUAL (TYP OF 2) 1/2" 316 S.S. ADHESIVE ANCHOR, 4 —INCH MINIMUM EMBEDMENT TYP OF 2) NOTES: 1. THIS PIPE SUPPORT IS FOR 8" DIA. PIPE AND SMALLER ONLY. 2. ALL PIPE SUPPORT COMPONENTS SHALL BE 316 STAINLESS STEEL. PIPE SUPPORT r3 NOT TO SCALE E -7 CONDUI REMOTE CONTR( PANEL ATS & POWER DISTRIBUTION PANEL ELEVATION NOT TO SCALE POWER /CONTROL CONDUIT TYPICAL OF 6) 1/4 "x3" STAINLESS STEEL EXPANSION ANCHOR TYPICAL OF 4) CONDUIT MOUNTING DETAIL r6 SCALE: 3/4 " =1' -0" TYP 24 27 U 44 V 4 LT4 Q n Q Q CONTROL PANEL ELEVATION NOT TO SCALE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY O w ip o0 Lo oN N Z N R ZZ 0 0ry w Z o 0w U jrn Z J zz 0 Z x C) o3 U w N N Q WI- Z L.: Q a OQs J Z 3 Ld U w UJ W Z3 vim 0 N 0 U Q S'E a SOil ti {6 Z Z N 1— a s 6 OQs 4g0 g i5 o v=i Z Z Z N 1— Z; z r— W o v=i UJ W Z3 vim o 3 o O W H m OZ W IL m J Q 2 00 LL o W O O zO Q J L L vw Ix Oo Z SHEET: E -S MENE JOB NO.: 02656 DWG: E -8 DUAL OUTLET — RECEPTACLE k * ELECTRICAL PANEL DISCONNECT SWITCH ELECTRIC METER COUNTY RADIO STATION K 10 " -0 " E -9 OF: 9 2 #12, 1 #12 G. 3/4 C 1-4 a 0 N f wN 1 Q POLE FOR RADIO ANTENNA \ 3" DIA. FENCE POST CONCRETE SLAB k FRP BUILDING k INTERIOR LIGHT, TYP. OF 3 FROM BOOSTER STATION k FAN & LIGHT SWITCHES REPEATER ENCLOSURE k EXAUST FAN AT TOP OF WALL k ANTENNA CABLE RADIO ANTENI," 20' -0" HIGH ROUND STEEL SS BRACKET AND SECUREMENT HARDWARE ANTENNA CABLE SEE NOTE) GROUT BASEPLATE WITH NON— SHRINK GROUT & SILICONE CAULK AT EDGE FINISHED GRADE 60"T I I II I I N I I II I I 1" RIGID I I ISTEEL .rCONDUITI I I I I I I I I I I I I I t 1' -6" ROUND CONCRETE PIER SECTION ANCHOR BOLTS INSTALL PER POLE MANUFACTURER'S STD. CLR. 3/4" CHAMFER TYP. ALL EDGES R 6 — #5 BARS EVENLY SPACED 4 — #5 HOOPS EQUALLY SPACED AT TOP. BALANCE 0 12" O.C. 6 BARE COPPER (GND) TED BUSHING 1" RIGID STEEL CONDUIT 2" CLEARANCE 3' -0" MIN. NOTES: 1. CONCRETE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS. REINFORCING SHALL BE ASTM A615 DEFORMED, GRADE 60. 2. BOND GROUND ROD TO LIGHT POLE BASE USING #6 BARE COPPER CONDUCTOR. PROVIDEDOORSEPARATE #12 GREEN CONDUCTOR TO BOND k EXTERIOR LIGHT LUMINAIRE TO BONDING POINT. ALSO BOND GROUND CONDUCTORS FROM CONDUITS TO THIS POINT. ELECTRICAL PLAN AN I MNNA rvLt UC I AIL 1 SCALE: 1/2 " =1' -0" NOT TO SCALE — SEE SHEET M -5 YELLOW P BOLLARD SIDE SLOPE, HYDRO— PNEUMATIC TANK TYP. AND FRP BUILDING. SEE SHEET M -5 NOTE: ELECTRICAL SITE PLAN SCALE: 1"=20' PRESSURE RECORDING 5TARON CONTRACTOR SHALL COORDINATE WITH PUGET SOUND JEFFERSON COUNTY) TO PROVIDE CONNECTIONS TO EXISTING METER. EXISTING ELECTRIC METER NEW ELECTRIC MET- DISCONNECT SWITCH I J 3#6, #4G, 1 "C CADWELD GND CONNECTION 3/4" DIA.x10' -0" GROUND ROD HYDRO- PNEUMATIC TANK BUILDING c * ELECTRICAL PANEL 1P -120V XX — — — XX * * * LIGHTS Ov 50A 1P -120V XX 1 c c TO RECEPTACLE 1P -120V XX c HEATER i I LoP- 120V -5AMP REPEATER ENCLOSURE J ONE -LINE DIAGRAM NOT TO SCALE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY w 4 ^ J V) s ii U N UjUiF^! Z C4 z 0" Zoo, ry W z w m O 0 rn Z p03 y t1 0 s OQ pR,o Z5 Zoz0 1- Z; .z W= 2 Z3 y> z 3 W ~< 0 a 01- O iC m Z W V 0 % zi-c a J 2 c8 OZZ =W o a HW 3 CAW 0z Q SHEET: E -9 OF: 9 a wN np Q 0 ZQ Lii uj 3 U CEa0wa V) U Q t1 0 s OQ pR,o Z5 Zoz0 1- Z; .z W= 2 Z3 y> z 3 W ~< 0 a 01- O iC m Z W V 0 % zi-c a J 2 c8 OZZ =W o a HW 3 CAW 0z Q SHEET: E -9 OF: 9 JOB NO.: 02656 DWG: E -9