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qq. CITY OFTIGARD REVIEWED FOR CODE COMPLIANCE_ _ i DEFERRED Apps E'1 • Lake Oswe O • Ti a r i O ' G Fire SprinkietI g Fire Alarm �../ Permit#: • 0 2' W. Fr • Address: ,� � 1 i(:r t OT �C ` 'i i'i_/ Water Pa rt n�e rs h _..1G a , Truss Engineering sharing water - connecting communities By: Date: X74 m Shop Drawinp .,..1. OtheI;ry ' •APPRO D PLANS BONITAPUMPSTATION °P�rIGARO § .•'n INCL�E UN-ATTACHED: IEVIEWED FOR CODE COMPLIANCE ' ;a. a IFICATION BOOK w'§ g TRUCTURAL CALCS pp E a� t 4! GEOTECH REPORT Approved: _� r 4;a.' MiSC DOCUMENTS WORK ORDER NO. 209 OTC' i-6!W- ,SJ._ Permit#: T-Z r _Qa z, — 2 7Wy,:„ E 3„>„v,b W O OFFICE COPY APRIL 2014 Address: ,(-elO 1 -¢g w y suite#$:, 8 By: Date: x vI az C 0Z) o` g: ,5 $' �!: r 3t;; '{�'' ' t.M d'� � t � `,1r V � v.fix • ` .�_'h"� fir. t 46 d -A '^".te. A Y. c7 -ice y e *yi, '.rs, r � * S ..,.,p L• �.- as T,GARD PerJana °` ytr 'fX - mm t. r '� S `fit _W OP 3} £il OSNVEGO . !rn+� cif �' _ v i r y o PROJECT , ;, �' F i t 1 LOCATION c << r* , ,prni,,rk1 �; ,h �. .� 1� —PROJECT " - _ Bend E,genc•. - �" -� ^'' , LC�CAIICiN OREGON r a • r . ^ , ,. * ,,.....11----,ti z Rosets U '‘,1":"'4,.,,,' .,ae, sz r Y.; y F" p�- ,-tie (/) 8)•-ti Q w U o Matz er n .Grants Pass �, , _ a a C7wa 0 C Meore I f �e°ta»1 4— f-4 cc Q 9 LOCATION MAP VICINITY MAP Q m o NO SCALE NO SCALE `� CONFORMED TO DIE DOCUMENTS . USER ACKNOWLEDGES THAT, ccy,cvto. ros SHOULD THERE BE ANY DISCREPANCY BETWEEN THESE - --- DOCUMENTS AND THE BID SET OF DOCUMENTS AND ANY DETAILED +cs ADDENDA ISSUED PRIOR TO THE BID, THE BID SET OF cHFCrEn: RCS OOCUMENTS AND THE ORIGINAL ADDENCA SHALL GOVERN. avrr,ovFD. Jam ATTENTION: DATE A 11JL 2014 U ,)2 , 11. OHOSEW LAW REQUIRES YOU rU FOLLOW RULES A0010 TED T BY THE AR 95N UTILI]Y NOT!FIMAf!ON AINTER. VOLUME 3 O F 3 tF EHMS BKM OOES IK∎ THOSE RULES ARE SET FORTH IN OAR 952-001.00,0 THROUT.MI OAR 95 2-001•0090. YOU MAY OBTAIN MEASURE r• MEN duwlx'IS COPIES OF THESE RULES FROM THE CENTER BY CALLING 503232-1987. IF YOU HAVE ANY DUESTICNS no'ro FULL SCAUe ADOOT THE ROLES, YOU NAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST Txp 175069 PROJECT HO. BUSINESS GAYS BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. G1 CONFORMED TO BID DOCUMENTS ,5 of;aT J 1 I H1H- 6 g IE LakeOswego • Tigard 'x gli WaterPartnership # 1. i I sharing water - connecting communities I ,11' $ R .1! ' " . Rrg„ ,. BONITA PUMP STATION ,, ago ,,,, a 1.. F,', '' E ICII,, WORK ORDER NO. 209 yyWyy2y<33 x q APRIL 2014 ytg rn ff = '2a Um H o of Wo >-�4;' i..,'31..TIGARD q'"B"2''�x• :"t#r P .. ,. 'w... .,¢ , m y Y Portland{E - rye• OSWEGO t. 5YrTec'�C+^�ta pr Xsr # 9 ,�r�n,,fy m ypGpt 5312^ 7 µ PROJECT ”' � T< j a f LOCATION it,.. � ' . 0. Sand - PROJECT , *t Eugene- J LOCATION S' '4 -"-I,,vE Q OREGON �� � ?II Ra�ep,rg .. ....., ....,... :x a.:mw:.; ,.ce.aarc}r...+w.:.Y+- I� v,T 11 1F .11 a r lLl Q?CC Grants Pa v Medlonl * N :1.1.p e r a ' #� ... ? o I !! Z J ti Ill pow. 1,, : ., / 4, _ , _ , B,,,,,,, i i s, .. 4 s�i ZO" s a-',W adnei -n'-- 4 ,w J.. O LLI Z n 1: ice. woo IL' LOCATION MAP VICINITY MAP Q 0:) U NO SCALE NO SCALE J CONFORMED TO 810 DOCUMENTS - USER ACKNOWLEDGES THAT, SHOULD THERE BE ANY DISCREPANCY BETWEEN THESE DESJCa"_ DOCUMENTS A!R) THE BID SET OF DOCUMENTS AND ANY DETAIL El .. ADDENDA ISSUED PRIOR TO THE BID, THE BID SET OF CHECKED: Hcu DOCUMENTS AND THE ORIGINAL ADDENDA SHALL GOVERN. APPROVED: JAM ATTENTION: DATE APRIl 21,, 0 r/1 1 OREGON LAW REQUIRES YOU TO FOLLOW HULLS ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. I THOSE R0.ES ARE SET FORTH IN OAR 852-001-0010 THROUGH OAR 052-001.0090. YOU MAY OBTAIN VOLUME 3 OF 3 tF TRIO a01 00..5 tEOT .Yfi&le I. tHF.N SAWEM.J5 COPIES O< THESE RULES FROM (HE CENTER BY GALLING 503 232 MT IF YOU HAVE ANY OUFSTION^a rqt r0 FuCt.SCALE ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TAG PROJECT NO BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. 175069 G1 CONFORMED TO BID DOCUMENTS 4SI 147 f General Drawings Structural Drawings 97 110 P&ID - Installation Details Sheet 2 of 2 133 MC-FWP-04 Finished Water Plan and Profile, FWP 320 1 01 Cover Sheet, Location Map and Vicinity Map 45 S1 General Notes 98 Ili P&ID - Engine Generator Relay Panel Details (Suction) 5 8 'm 2 G2 List of Drawings 46 S2 Verification and Inspection I 134 MC-FWP-05 Finished Water Plan and Profile, FWP 410 3 03 General Notes 47 S3 Verification and Inspection II FNW 51 RTU 123 PLC Enclosure Drawings (Discharge) 4 G4 Standard Legends 48 S4 Foundation Plan 99 119 FNW 51 RTU 123 PLC Enclosure Drawing List ti 5 G5 Abbreviations 49 S5 Floor Plan 100 120 I/O Distribution Details - Sheet 1 Of 2 135 MC-FWP-06 Finished Water Plan and Profile, FWP 470 A (Discharge) 6 G6 Existing Conditions Plan 50 S6 Roof Plans 101 121 I/O Distribution Details - Sheet 2 Of 2 4 7 G7 Tree Stump Removal and Demolition Plan 51 S7 Canopy Plan and Details 102 122 Reserved For Future Use 136 MC-FWP-07 Pipeline Connection, Trench Backfill, and s" i i• i 8 G8 Tree Protection Plan 52 S8 Miscellaneous Details 103 123 Exterior Layout Details Surface Restoration Details e 53 S9 Pump Station Building Elevations I 104 124 Interior Layout Details m 3 Survey Drawings 54 510 Pump Station Building Elevations II 105 125 AC/DC Power Distribution Schematic Details 137 MC-FWP-08 Pavement Restoration and Striping Plan 4 1 S e 8 9 SV1 Westlake Survey Control 55 SlI Meter Vault 106 126 Rack 2, Slot 1 Analog Input Module . " - i R R i Schematic Details g m n o a 56 S12 Exterior Equipment Pads 138 MC-R-01 Relocation Existing 12-Inch Storm Sewer :— Erosion and Sediment Control Plans 57 SD1 Masonry Details I 107 127 Rack 2, Slot 2 Analog Input Module Plan and Profile Schematic Details 58 SD2 Masonry Details II 139 MC-R-02 Clean Water Services Standard Details 10 EC-00 Cover Sheet y 108 128 Rack 2, Slot 3 Analog Input Module Sewer • t t T S 59 SD3 Steel Details I Schematic Details R12 g L 4 11 EC-10 Clearing and Demolition 140 MC-T-01 Traffic Control Finished Water Pipeline =!I 4 F g g 60 SD4 Steel Details II 109 129 Rack 2, Slot 4 Analog Input Module Drawing Index 13 8 ff 11i q '3 Schematic Details ,t 12 EC-20 Grading, Street, and Utility Construction 141 MC-T-02 Traffic Control SW Bonita Rd/SW Milton Ct o 110 130 Rack 2, Slot 5 Analog Output Module i w* ,z;_4, Mechanical Drawings Intersection (North Side Closure) Schematic Details ° �'�Qwwotiow 13 EC-30 Erosion and Sediment Control Details 61 M1 Mechanical/HVAC/Plumbing Legend, 142 MC-T-03 Traffic Control SW Bonita Rd/SW Milton Ct ;N W j c 111 131 Rack 2, Slot 6 Analog Output Module ; i 1 GENERAL NOTES FOR CIVIL DRAWINGS GENERAL NOTES - GRADING i 6 19. THE TERM 'PROPOSED' AS INDICATED ON THE DRAWINGS MEANS THE ITEM IS 1. HORIZONTAL CONTROL: SEE ODE DEPICT THE WESTLAKE EXTERIOR DESIGNED OR PLANNED TO BE PROVIDED BY OWNER OR OTHERS SEPARATE 1. SPREADING OF MUD OR DEBRIS 'UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY COORDINATES ST STRUCTURES DCTION WAL EDREFOOR NGCW WAOF LL THE ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. CONCRETE SUBSTRUCTURE FOUNDATION WALL OCR FOOTING WALL FROM THIS CONTRACT. THE TERM 'FUTURE' AS INDICATED ON THE DRAWINGS UNLESS OTHERWISE INDICATED. REFERS TO THE ENGINEER'S INTERPRETATION OF THE ITEM FOR THE FUTURE, BASED ON AVAILABLE INFORMATION. 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT II 2. VERTICAL CONTROL: SEE DWG SV1 WESTLAKE SURVEY. ALL TIMES. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING 20. CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO $ SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES INSTALL THE NEW PIPELINE WITH NEW PIPE CULVERTS OF THE SAME SIZE, 8Q WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION 3. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE FACILITIES. AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CULVERTS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE yr. THAT MAY BE REQUIRED FOR CON TRACTOR'S OPERATIONS. CONTRACTOR SHALL ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY '6 1i 4 R 3. THE PROTECTED 100 YEAR FLOOD ELEVATION IS 138.2 NGVD 29. MITIGATE THE WATER ENCOUNTERED. 8 6 COORDINATE REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC � 4. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR RIGHT-OF-WAY WITH THE REGULATING AGENCY. 7 OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION 4. ExCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY t WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER 21. HORIZONTAL STATIONING ALONG THE PIPELINE ALIGNMENT IS FOR LEVEL LINE PRE NOTIFICATION, ETC.). V . i m. IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURAT1LWS, AND MEASUREMENT AND FOR PAYMENT OF THE PIPELINES. CONTRACTOR SHALL j� ° b PROVIDE THE ACTUAL PIPE LENGTH TO BE DETERMINED BY THE SLOPE OR - R O ` - AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APOVERIEATE, 4 m ° n R § AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICTED. OVERHEAD CURVE ON WHICH THE PIPE IS INSTALLED. r S UTILITIES ARE NOT INDICATED IN ARCHITECTURAL ELEVATIONS, PROFILE 22 UNLESS OTHERWISE SPECIFIED, INDICATED ON THE DRAWINGS, OR DIRECTED BY g 3 4 & i AN SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, THE ENGINEER, INSTALL PIPELINES SLOPING DOWNWARD FROM AN AIR VALVE n '-- DOD DESIGNATION OF SUBSURFACE UTILITIES LEVEL CEI IN THESE CE WITH AT MANUAL ARV TO A BLOIWJFF, AND PROVIDE THE SPECIFIED MINIMUM PIPE COVER. DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH : 0 a R GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED • MINIMUM PIPE COVER SHALL BE FROM THE EXISTING, PROPOSED. OR FUTURE GROUND IN ASCE STANDARD AND GUIDELINE BULLETIN Cl/ASCE 38-02 UNLESS SURFACE OR ROAD PROFILE, WHICHEVER GROUND SURFACE OR ROAD PROFILE IS ______J___111 ;w R OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER APPLICABLE AS INDICATED ON THE DRAWINGS. IF THE PROPOSED GROUND SURFACE iS ° LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS ABOVE THE EXISTING GROUND SURFACE INDICATED ON THE DRAWINGS AND IS NOT g. ti IS INDICATED IN THE CONTRACT DOCUMENTS. THE ACTUAL GROUND SURFACE AT THE TIME OF PIPELINE INSTALLATION, INSTALL S S C , g THE PIPELINE TO PROVIDE MINIMUM PIPE COVER FROM THE ACTUAL GROUND SURFACE O k t a t l IF ACCEPTABLE TO THE ENGINEER. HIGH POINTS IN THE PIPELINE WILL NOT BE - 5. 'SCREENED' (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES PERMITTED EXCEPT AT LOCATIONS OF AIR VALVES AS INDICATED ON THE DRAWINGS. >. EXISTING FACILITIES. 'SCREENED" INFORMATION WAS TAKEN FROM EXISTING REVIEW THE PIPELINE PROFILE REQUIREMENTS WITH THE ENGINEER PRIOR TO PREPARING i° n CONSTRUCTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE LAYING SCHEDULES AND PERFORMING FIELD STAKING. FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS "�7 y ° AND BEGINNING OF CONSTRUCTION. 'BOLD' DELINEATION IS NEW WORK TO BE 23. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND 3>y.>y w" ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES g R- W CONSTRUCTED UNDER THIS CONTRACT. BASED ON FIELD CONDITIONS, INCLUDING EXPOSING EXISTING PIPING PRIOR TO 4.0- rn FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS, ADAPTERS, H u ¢ i. 6. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLING; ROTATE 1" d. TO THE LIMITS OF DISTURBANCE DESIGNATED ON THE DRAWINGS. ADDITIONAL FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLE AND STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALL PROVIDE x 7. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR'S x c NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001 0010 TESTING AND DISINFECTION WORK BEFORE MAKING CONNECTION, WHEN w THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE APPLICABLE. CONTRACTOR SHALL COORDINATE MAKING EACH CONNECTION WITH I"- C CENTER BY CALLING 503-232.1987. IF YOU HAVE ANY QUESTIONS ABOUT THE THE OWNER. Q it 'W RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST W o 24. ALL DIP SHALL BE PROTECTED WITH A DOUBLE WRAP OF POLYETHYLENE > G 7W0 BUSINESS DAYS BEFORE COMMENCING AN EXCAVA770N. CALL 503-248-8898. ENCASEMENT UNLESS OTHERWISE SPECIFIED OP INDICATED ON THE O B. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH DRAWING'S- OZS`O U THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS MID METHODS 3 tti c Ni: 70 THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR 25. WETLAND ACCESS IS PROHIBITED EXCEPT AS REQUIRED IN "WETLAND J' FOR FENCE ° RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW FORK. INSTALLATION AND LANDSCAPING. 0 c N 9. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES c Ab CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION CO m T MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL m CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE IP s RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF OREGON. 11. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL DATA REPORT FOR TEST 0 HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS. CC 12. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS UNLESS OTHERWISE NOTED. CD o O 13. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE GO DRAWINGS. UI I 14. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE Z Q-4 O BETWEEN CHANGES IN SLOPE. PARABOLIC ROUNDING SHALL APPLY TO ALL F+ z CUT AND FILL SECTIONS. 11� Lj 75. FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT W a 111 TO PAVEMENT, SHALL BE APPROXIMATELY B INCHES BELOW FINISHED FLOOR a ELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION Z ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS, OR CI) w CCD AS REQUIRED TO MEET STAIR LANDINGS. Z 16. THE CONTRACTOR'S OPERATIONS SHALL CONFORM TO THE RULES AND 1.1.1 O REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO m EXCAVATION AND TRENCHING. Q 17. RESTRAINED JOINTS SHALL BE PROVIDED FOR BURIED PIPING AS INDICATED -...I ON THE DRAWINGS AND/OR AS SCHEDULED IN THE SPECIFICATIONS. 18. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACES ARE NOT SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED. DESIGNED: DETAILED: - - CHECKED, APPROVED' DATE, 0 //2 1 IF THIS BAR DOES HOT MEASURE 1' THEM DRAWING IS HOT TO FULL SCALE PROJECT NO. 175069 a G3 .8- SHEET o ` CONFORMED TO BID DOCUMENTS 3 OF 141 f r GENERAL LEGEND PIPING SYSTEMS MISCELLANEOUS EQUIPMENT 8 SURFACED STREET, ROAD OR DRIVE O BUILDINGS, STRUCTURES S ■ III- NEW PIPING NPW WATER, NON-POTABLE t SURFACED STREET, ROAD OR DRIVE WITH CURBS I-l V�� - - UNDERGROUND PIPING, EASEMENT BOUNDARY NPHW- WATER, NON-POTABLE HOT /--f-� PUMP g A I L_1 A 1 STRUCTURES UNDERGROUND OF- OVERFLOW \� NON-SURFACED STREET, ROAD OR DRIVE L---J EXISTING PIPING r _ -SD- STORM DRAIN CONCRETE WALK 2_1 0 FUTURE BUILDINGS, STRUCTURES FUTURE PIPING -A- AIR (COMPRESSED) -----PD- SUMP PUMP DISCHARGE u CB CATCH BASIN -SAN- SANITARY SEWER '• '•ii-TW TEMPERED OA BLENDED WATER � LL 4 - - - SPLIT RAIL FENCE V VENT O MANHOLE -CW- WATER, COLD - W- WATER -.-'-.- WROUGHT IRON FENCE -G_ GAS, NATURAL 100-YR FLOOD DELINEATION -SS- SANITARY SEWER -+---2.- CHAIN LINK FENCE __my__ WATER, POTABLE HOT Q Q DRAINAGE COURSE OR FLOW LINE f2 = 3 --I I E I I RAILROAD, EACH TRACK yy ' ° ~ 326 EXISTING GROUND CONTOUR L' R n R 1 -- CENTERLINE $ a p 326�-_ FINISH GRADE CONTOUR e iirl I-1 100 YR. FLOOD PLAIN BOUNDARY i6 a BANK OR SLOPE LINES qp !` •#3 OR 61 T.H.#3 TEST HOLE AND NUMBER / SECTION NUMBER OR DETAIL LETTER ' .- p LI 2k B B3 AC45 -------- DRAWING NUMBER ON WHICH SECTION R" ® 3 ------ SURVEY LINE WITH PI, PT, OR POT OR DETAIL APPEARS; OA WHERE a q ,, S c SECTION IS CUT OR DETAIL IS NOTED t t A 3' g I I CONCRETE ENCASEMENT-PLAN DOOR, WINDOW AND LOUVER SCHEDULE REFERENCE Ail WALL ELEVATION \% dI + CONCRETE REACTION BLOCKING AT BEND, R� ,a , J pNi PLUG OR TEE ,t1 rt e' Z N _ --ABBREVIATION �-—-÷ DRAINS OR CULVERTS O a 'P '" '6 --- SCHEDULE NUMBER '11.1§ 0� t +----+ TUNNEL CASING - PLAN rJ'/9 �F•_......___- 1E1021" ROOM NUMBER ��I SMALLER THAN 24• N AREA DESIGNATION 24" AND LARDER EXISTING M ____ EQUIPMENT OR VALVE c ==_ -- 5,,,,r-,t, IDENTIFICATION CODE U 01 GENERAL LAYOUT YARD PIPING ‹t 2 EQUIPMENT NUMBER SMALLER THAN 24' W o 0 24' AND LARGER } NEW >17 t` Da C Uo NEW WATER LINE OR SEWER IN PROFILE L «-S V m m W i m c v ›A _(-1_-_ NON-CONNECTING PIPING W CE opi co CONSTRUCTION EASEMENT LINE -- R RIGHT-OF-WAY LINE -C- PROPERTY LINE SURVEY LINE MATERIALS LEGEND L SECTION LINE ---W--- 0 WATER LINE GRAVEL ry B GAS LINE aal. EARTH OR GRADE ti ti ti T TELEPHONE (UNDERGROUND) l:0 0:0:( GRANULAR FILL (CRUSHED ROCK OR GRAVEL) h Q Cn Z E- ELECTRICAL (UNDERGROUND) 11=11=1I'IIF ROCK 1 CC~ UJ �IIIIII II J -aft_ POWER OR TELEPHONE LINES (OVERHEAD) r .• . • NEW CONCRETE (IN SECTION) 0 J UJ lb- WATER OR GAS VALVE r CONCRETE SIDEWALK LU a a CC -o(�) WATER OR GAS METER F ii �J� ASPHALT CONCRETE (SECTION) (0.3 TELEPHONE OR POWER POLE WITH GUY ANCHOR .:1 CUT STONE OR SAND FILL, GROUT, 0 F_ti Up MORTAR, AND PLASTER, ASPHALT CONCRETE (PLAN) ',1 CZZ tJ FIRE HYDRANT ■ WOOD, SHEATHING, PANELING, DECKING, ETC. W •try YARD HYDRANT WOOD, STUDS, BEAMS, JOISTS, ETC. J ASTREET LIGHT POLE tingi iiM RIPRAP Y TRAFFIC SIGNAL oF STEEL (FOR 1•SCALE 6 LARGER) ii/ ❑� TRAFFIC SIGN L r D STEEL OR ALUMINUM (FOR 314' SCALE & SMALLER) _ DESIGNED: 70.5 Q STOPSIGN IIIIIIIIIIIIIIIIIIIIIIIII BAR GRATING (LINES IN DIRECTION OF SPAN) DETAILED: VEE v.�,,.r..� CHECKED: RCB ' ,, - J HEDGE, BRUSH, SHRUBS, WOODS i//� ALUMINUM APPROVED: JAM �`" ,•� DATE: FEBJ4RY 2014 0 1/y 1 10' CONIFEROUS TREE NOT SYMBOLS ON THIS SHEET WHICH ARE TO BE SHORAN AS EXISTING SHALL BE DELINEATED AS SCREENED � THOSE SYMBOLS WHICH ARE TO BE SHOWN AS NEW SHALL BE DELINEATED AS SOLID (HEAVY) IF THIS BAR DOES NOT ((�(((y 2. SEE DUGS M1 AND II FOR VALVE AND SIMILAR LEGEND ITEMS. MEASLWE 1' THEN DRAWING IS } ) 4' DECIDUOUS TREE NOT TO FULL SCALE �� PROJECT NO. 175069 G4 Io ` CONFORMED TO BID DOCUMENTS a SHEET 4 • t A ACID, AMBER INDICATING LIGHT,AMP D DOOR, STORM DRAIN MANHOLE I INDICATOR R RADIUS, RISER V VALVE, VOLT, VENT S AB ANCHOR BOLT DBL DOUBLE ID INSIDE DIAMETER RAS RETURN ACTIVATED SLUDGE VAC VACUUM ABS ACID BATH SINK DC DIRECT CURRENT IE INVERT ELEVATION RCP REINFORCED CONCRETE PIPE VAT VINYL ASBESTOS TILE AC ALTERNATING CURRENT, ACRE DEA DAVID EVANS AND ASSOCIATES, INC IF INSIDE FACE RCCP REINFORCED CONCRETE CYLINDER PIPE VBF VALVE, AWWA BUTTERFLY A/C AIR CONDITIONER, (ING) DEG DEGREE III CURRENT TO CURRENT BOOSTER RCHEP REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE VBI VALVE, INDUSTRIAL BUTTERFLY ACP ASBESTOS CEMENT PIPE DEPT DEPARTMENT IN INCHES RD ROOF DRAIN, ROAD VBL VALVE, BALL 1 ACST ACOUSTIC, (AL DET DETAIL INC INCORPORATED RDL ROOF DRAIN LEADER VBM VALVE, BALL MISCELLANEOUS AD ACCESS DOOR, AREA DRAIN, AIR DAMPER, ANODE DF DRINKING FOUNTAIN INCL INCLUDING RECEP RECEPTION VC VERTICAL CURVE, VICTAULIC COUPLING 1 ADD ADDITIONAL DH DOOR HEIGHT INCR INCREASE RECIRC RECIRCULATING VCD VERTICAL CONTROL DAMPER ; ADH ADHESIVE DI DROP INLET, DUCTILE IRON INST INSTRUMENT, (ATTON) RECP RECEPTACLE VCK VALVE, CHECK ADJ ADJUSTABLE, ADJACENT DIA DIAMETER INSUL INSULATE, (ED), (ING) RED REDUCER, REDUCING VCN VALVE, CONE ADMIN ADMINISTRATION DIFF DIFFUSER INT INTERIOR, INTERNAL REG REGULATOR, REGULATING VCP VITRIFIED CLAY PIPE AF AIR FLOW DIM DIMENSION INV INVERT REF REFERENCE VG VALVE, GATE ; Iliii AFF ABOVE FINISH FLOOR DIP DUCTILE IRON PIPE IPS IRON PIPE SIZE REFR REFRIGERATION, REFRIGERATOR VOD VALVE, DOUBLE DISC GATE AN AHEAD DISCH DISCHARGE REINF REINFORCING VOL VALVE, GLOBE AMU AIR HANDLING UNIT DISP DISPENSER JAN JANITOR REM REMOVABLE VERT VERTICAL AL ACTIVE LEAF DIST DISTRIBUTION JB JUNCTION BOX REOD REQUIRED VF VACUUM FILTER 1 7 t ALT ALTERNATE, (IVE) DIV DIVISION JF JOINT FILLER RET RETURN VIB VIBRATION 9 1 R = ALUM ALUMINUM DL DEAD LOAD JT JOINT REV REVISION, REVISED, REVERSED VKG VALVE, KNIFE GATE i Y ^ AM AMMETER DM DAMPER MOTOR RFG ROOFING VM VOLT METER AMP AMPERE DMJ DOUBLE MECHANICAL JOINT K KIPS RO RETAINER GLAND VNR VENEER 4 ^ r. WN ANOD ANODIZED ON DO KIT KITCHEN RH ROOF HOOD, RIGHT HAND, ROUND HEAD, RED HEAD VPC VALVE, PRESSURE REGULATING " 'o° - R AP ACCESS PANEL DO DOOR OPENING, DISSOLVED OXYGEN KO KNOCK OUT ARMS ROUND HEAD MACHINE SCREW VPG VALVE, PLUG ij n k--. ti 1' APPR APPROACH DPOT DOUBLE POLE DOUBLE THROW KS KITCHEN SINK RHWS ROUND HEAD W000 SCREW VPL VALVE, ECCENTRIC PLUG .. a APPROX APPROXIMATE, (LY) DR DRAIN KV KILOVOLT RM ROOM VPR VALVE, PRESSURE REDUCING AR ALARM RELAY DS DOWNSPOUT KVA KILOVOLT AMPERE RO ROUGH OPENING VSP VALVE, PRESSURE RELIEF : 4 ^ , ARCH ARCHITECTURAL DT DISTRIBUTION TRANSFORMER KW KILOWATT RPM REVOLUTIONS PER MINUTE VSPV VALVE, PRESSURE/VACUUM RELIEF L i e C AS AMMETER SWITCH DV DRAIN VALVE K.H KILOWATT HOUR RR RAILROAD VSV VALVE, VACUUM RELIEF d S e 2 ASSY ASSEMBLY DWG(S) DRAWING(S) RS RAW SLUDGE, RAW SEWAGE, ROLLED STEEL VV VENT VALVE g , Y g ° AUTO AUTOMATIC OWLS) DOWEL(S) L LOUVER RT RIGHT VVB VACUUM BREAKER AUX AUXILIARY LAB LABORATORY A/W RIGHT OF WAY ff u AVS AUTOMATIC VALVE STATION E EAST, ELECTRICAL LAM LAMINATE(D) W WEST, WIDE, WINDOW, WATT, WATER b 0 Pi AWG AMERICAN WIRE GAGE EA EACH LAT LEAVING AIR TEMPERATURE S SOUTH, SPEAKER W/ WITH k t ° EAT ENTERING AIR TEMPERATURE LAT LATERAL SAN SOUR SANITARY SEWER WAS WASTE ACTIVATED SLUDGE Es BEAM EC END CURVE LAV LAVATORY SCHED SCHEDULE WB WALLBOARD .- B TO B BACK TO BACK ECC ECCENTRIC LB(S) POUNDS SD STORM DRAIN, SOAP DISH WC WATER CLOSET NSI a BA BEARING AREA ECC RED ECCENTRIC REDUCER LG LENGTH, LONG SEC SECOND WD WOOD, WIDTH P , 1N BAL BALANCE EEW EMERGENCY EYEWASH LH LEFT HAND SECT SECTION WF WALL FITTING BAT BATTERY EF EACH FACE LIN LINEAL, LINEAR SEA SK SERVICE SINK WN WALL HYDRANT o W,_�§' '`,. ^ BC BEGIN CURVE EFF EFFLUENT LL LIVE LOAD SF SQUARE FEET WL WATER LEVEL a 0 Z BD BOARD EJ EXPANSION JOINT LO LOUVER OPENING SG SLUICE GATE, SUPPLY GRILLE YB WATER METER, WATTMETER o u dj BEJ BRICK EXPANSION JOINT EL ELEVATION LS LEVEL SWITCH SH SHEET NO WINDOW OPENING ...1.01, 2 r BFV BUTTERFLY VALVE ELEC ELECTRIC, (AL) LT LEFT, LAB TABLE SHD SHOWER DOOR W WWOMMENUT ?J '/, BHP BRAKE HORSEPOWER ELEV ELEVATOR MA MILLIAMPERE SIM SIMILAR WP WATERPROOF, WORKING POINT — BITUM BITUMINOUS EMER EMERGENCY MACH MACHINE SKL SKYLIGHT MR WASTE RECEPTACLE BKR BREAKER ENC ENCASEMENT PAINT MAINTENANCE SM SHEET METAL WS WATERSTOP BLDG BUILDING ENCL ENCLOSURE MAN MANUAL SP SUMP PUMP WT WEIGHT Li BLK BLOCK ENT ENTRANCE MAS MASONRY SPA SPACING, SPACES WW WETWELL V BM BENCHMARK EOL END OF LINE MAX MAXIMUM SPEC(S) SPECIFICATION(S) WWF WELDED WIRE FABRIC E BOF BOTTOM OF FOOTING EO EQUAL MB MACHINE BOLT SPLY SUPPLY cc BOT BOTTOM EQUIP EQUIPMENT MC MECHANICAL COUPLING SO SQUARE x BY,TIMES BP BACK PRESSURE EW EACH WAY MCC MOTOR CONTROL CENTER SR SUPPLY REGISTER c p BPS BONITA PUMP STATION EW EMERGENCY EYEWASH MECH MECHANICAL SS STAINLESS STEEL YH YARD HYDRANT W° BPMK NO BASEPLATE MARK NUMBER EWEF EACH WAY EACH FACE MED MEDIUM SS SANITARY SEWER >. . 1 BRG BEARING EXCH EXCHANGER MET METAL SSK SERVICE SINK & AND ' BRK BRICK EXH EXHAUST MEZ MEZZANINE ST SELF TAPPING @ AT p U o O GS BOTH SIDES EXIST EXISTING MFM MAGNETIC FLOWLETER ST SWA STORM SEWER c DEFLECTION ANGLE Y °1-3 0 B8S BELL AND SPIGOT EXP EXPANSION, EXPOSED MFR(S) MANUFACTURER(S) STA STATION W NUMBER BSMT BASEMENT EXP Jr EXPANSION JOINT MG MILLION GALLONS STD STANDARD % PER CENT Q 1O ms BTU nil'BRITISH THERMAL UNIT EXT EXTENSION, EXTERIOR, EXTERNAL MGD MILLION GALLONS PER DAY STL STEEL BTUH BRITISH THERMAL UNIT-HOUR - MH MANHOLE STOP STORAGE BU BELL-UP F FAN MIN MINIMUM, MINUTE STR STRUCTURAL ca BUR BUILT UP ROOFING F TO F FACE TO FACE MISC MISCELLANEOUS SUP SUPPLY m m c BVC BEGIN VERTICAL CURVE FB FACE BRICK MJ MECHANICAL JOINT SUSP SUSPENDED s U FC FLEXIBLE CONNECTION, FLOW CONTROL MJRG MECHANICAL JOINT RETAINER GLAND SV SHUTOFF VALVE m C COUNTER FCA FLANGED COUPLING ADAPTER MJTR MECHANICAL JOINT WITH TIE ROD SW SWITCH C TO C CENTER TO CENTER FD FLOOR DRAIN MO MASONRY OPENING, MOTOR OPERATED SWBD SWITCHBOARD aPill CAV COMBO AIR/VAC VALVE FDN FOUNDATION MP METERING PUMP SWGR SWITCHGEAR CB CATCH BASIN FDPR FIRE DAMPER MRD METAL ROOF DECK SKS SEAL WATER SOLENOID CD CEILING DIFFUSER FE FIRE EXTINGUISHER MS MACHINE SCREW SYM SYMMETRICAL C/EJ CONTRACTION/EXPANSION JOINT FEC FIRE EXTINGUISHER CABINET MSL MEAN SEA LEVEL SYS SYSTEM CFM CUBIC FEET PER MINUTE FH FLAT HEAD, FIRE HYDRANT MID MOUNTED C&G CURB AND GUTTER FHMS FLAT HEAD MACHINE SCREW MTL MATERIAL T THERMOSTAT, TREAD, TOTALIZER CHKD CHECKERED FIG FIGURE MTR MOTOR T TRANSFORMER, TELEPHONE, TOP CI CAST IRON FIN FINISH TAN TANGENT CIMH CAST IRON MANHOLE FIN OR FINISH GRADE N NORTH TB TERMINAL BOX CIMHS CAST IRON MANHOLE STEPS FL FLOOR, FLOW LINE N/A NOT APPLICABLE TAB TOP AND BOTTOM CIP CAST IRON PIPE FLEX FLEXIBLE NBC NAIL IN BOTTLE CAP TBE THREAD BOTH ENDS 0 CISP CAST IRON SOIL PIPE FLG FLANGE, FLASHING NC NORMALLY CLOSED TBM TEMPORARY BENCHMARK I�.. CJT CONTROL JOINT FM FORCE MAIN NEUT NEUTRAL TC TOWEL CABINET, TOP OF CURB `-�. CKT CIRCUIT FO FUEL OIL NF NEAR FACE TC TERMINAL CABINET CL CLASS FOB FLAT ON BOTTOM N.O. NORMALLY OPEN TEL TELESCOPING 0 C/L CENTERLINE FOM FACE OF MASONRY NO.(S) NUMBER(S) TEMP TEMPERATURE, TEMPORARY CLO CEILING FOS FACE OF STUDS NOM NOMINAL TERM TERMINAL CLO CLOSET FOT FLAT ON TOP NORM NORMAL TAO TONGUE A GROOVE Q CLR CLEAR, (ANCE) FRP FIBERGLASS REINFORCED PLASTIC NPT NATIONAL PIPE THREAD TH TEST HOLE CMP CORRUGATED METAL PIPE FS FAR SIDE, FLOOR SLEEVE, FLOAT SWITCH NPW NONPOTABLE WATER THK THICK, THICKNESS 2 CMU CONCRETE MASONRY UNIT FT FOOT NS NEAR SIDE THR THRESHOLD I Z C/ Q O CO CLEAN OUT, COMPANY FTG FOOTING, FITTING NTS NOT TO SCALE TI TOTALIZING INDICATOR, TEMPERATURE INDICATOR COD CHEMICAL OXYGEN DEMAND FURN FURNISH, FURNISHED TIR TOTALIZING INDICATING RECORDER (L C`Q COL COLUMN FV FLAP VALVE OC ON CENTER, ODOR CONTROL TOF TOP OF FOOTING C Z COMB COMBINATION FWD FORWARD OD OUTSIDE DIAMETER TOM TOP OF MASONRY COMB SOUR COMBINED SEWER FWP FINISHED WATER PIPELINE(S) OF OUTSIDE FACE, OVERFLOW TOS TOP OF STEEL W Q Q COMP COMPRESSOR, (ED) OH OVERHEAD TP TWISTED PAIR COUPLE, TOWEL PIN cz CC CONC CONCRETE G GAS OL OVERLOAD TPZR TREE PROTECTION ZONE RADIUS on CONN CONNECTION GA GAUGE OPER OPERATING TRANS TRANSFORMER, TRANSMITTER, TRANSFER O CC Q Q CONST CONSTRUCTION GAL GALLON OPNG OPENING TS TEMPERATURE SWITCH CONT CONTINUOUS, CONTINUATION, CONTROL GALV GALVANIZED OPP OPPOSITE TV TELEVISION 1.--• CONTR CONTRACTOR GC/MS GAS CNROMATOGRAPH/MASS SPECTROMETER OSL OUTSTANDING LEG TYP TYPICAL COR CORNER GEN GENERAL, GENERATOR OZ OUNCE W O CORR CORRIDOR, CORRUGATED GM GAS METER UDM ULTRASONIC DENSITY METER CP CONTROL PANEL GPM GALLONS PER MINUTE PC POINT OF CURVE UOND UNDERGROUND Y CPO COUPLING OR GRADE PCC POINT OF COMPOUND CURVATURE UH UNIT HEATER CPT CONTROL POWER TRANSFORMER GTV GATE VALVE PCCP PRESTRESSED CONCRETE CYLINDER PIPE UNO UNLESS NOTED OTHERWISE CRS COURSES, (ING) GWB GYPSUM WALLBOARD PCP PIER CUTOFF POINT UR URINAL CS CONTROL SWITCH, CONTROL STATION, CUP SINK GYP GYPSUM PD PUMP DISCHARGE USGS UNITED STATES GEOLOGICAL SURVEY CSK COUNTERSUNK, (INK) PE PLAIN END CT CERAMIC TILE, CYCLE TIMER H HIGH, HOUR, HYDROGEN PG PRESSURE GAUGE CT CURRENT TRANSFORMER HE HOSE BIBB PH PIPE HANGER, PENTHOUSE CTR(S) CENTER(S) HC HOLLOW CORE PI POINT OF INTERSECTION CU CUBIC HDR HEADER PIVC POINT OF INTERSECTION ON VERTICAL CURVE CU YD CUBIC YARD HE HEAT EXCHANGER PL PLATE OA PROPERTY LINE CW COLD WATER HEX HEXAGONAL PLAID PLYWOOD DESIGNED: TDS HE HOSE FAUCET PNL(S) PANEL(S) DETAILED: VEE HOT HEIGHT POLY POLYMER — HH HANDHQLE POT POINT ON TANGENT CHECKED: RCB HLS HIGH LEVEL SWITCH PP POWER POLE APPROVED: ,AM FRMC HARNESSED MECHANICAL COUPLING PR PAIR DATE: FEBRUARY 2014 HMD HOLLOW METAL DOOR PROJ PROJECTION HMJ HARNESSED MECHANICAL JOINT PRS PRESSURE REDUCING STATION 0 112 RORIZ HORIZONTAL PRV POWER ROOF VENTILATOR HP HIGH POINT, HORSEPOWER PS PIPE SUPPORT IF THIS BAR DOES NOT HR HOUR, HANDRAIL PSF POUNDS PER SQUARE FOOT MEASURE r- THEN DRAWING IS HS HIGH STRENGTH PSI POUNDS PER SQUARE INCH NOT TO FULL SCALE HV HOSE VALVE PT POINT, POINT OF TANGENCY PROJECT NO. HVAC HEATING,VENTILATING AND AIR CONDITIONING PVC POLYVINYL CHLORIDE, POINT ON VERTICAL CURVE NW HOT WATER PVCP POLYVINYL CHLORIDE PIPE 175069 a HWY HIGHWAY POUT PAVEMENT HYDRO HYDROPNEUMATIC PW POTABLE WATER G5 PZ PRESSURE ZONE 01 8 ` CONFORMED TO BID DOCUMENTS s of i4T J Oq I I 1 1T CONCRETE 1 _ �'I PIPE INLET •-•INARV HIGH WATER' 1 0 • IE=135.T A9 DELINEATED BY s ... •.-`;-■ OH : DEA,INC.,FEBRUARY p8'H CHAIN BURLINGTON NO _ p D D p, OH PL— C� -^���� LINK FENCE NORTHERN a 1 a 4... ,....", eh a 1,� . . RAILROAD\\I\ .' .‘ . - - _-- - - - _---_. 141 ``\ �.�.- tic 4 c OH 1 !'I,� 142- "\ 1/4 I - - -__ 3 e0o03 I ( I wET �� _ 7:Ti :0, 8 I ( � AS DELINEATED BY �,1� ` - y o e n�� ` DEA INC, FEBRUARY 2012 I �- e, , ( ` Gtr`` �� �\�,��`,��\. (TYPICAL) �i TLAND I �� 1 _�I,V\t\�* 7250 SF 0 l`�`,+ T \ / PLOT-B-_ \ ,1 1t ;J: - • . 1 >w. .��\ 1 s e eilkA''Egg( o E°- y(I as< at \\\,NO `TOTAL SITE, 1,,,, ' _4r. t' 1 I pZ� I ,, \1r 1.e2 AC Wp t`o 90002 1 rn m I R , \ ATTATC HMENTS ' • �� TAX LOT 2909 9300, °- Q 1 t$lr W1:0 2 MAP 2S 1 12A8 �t ( )MEDICAL TEAMS rc 6 I (1 4 DOC IWO2004-0032873 ,� ,; ,� ORIGINAL 2B' �- j C a ( 4 a VEGETATED / .Q 4` 100-YEAR i �ax99 12,89 a \\ 19,988 S • • ;o 2 EL 13e.z ( i (I �! 93z9s ry\\\\ 14� / ›o g.\ r A ir i 1 A i 15 Box EpAGE ORIGIN 26' - ��6, ��,��• ,D. \� y/• CO m BOOK BBD,PAGE 399 VEGETATED /� I l�1```` \ - �, ENS\\\ � v___-__\ 2 r / 6'PUE PER PLAT ( ( TIAN05" Y ,' 4f 149, ` \ , •`416, 1' m i 1--____-__- '�'� OF'BONITA I (C , A¢DELINEATED B ,0��' • /��'..,f, ,9� VW% •' ur i / ss— 55 I / ------ -- -_-_INDUSTRULL PARK"( I SS `, p�A.ICAL) ,•f,{ ,± �„:w,� ,g 1•w . T INC.,FEBRUARY 20 2 si RI \ , �� e i----- ___ �l"�r�U�irii�� .livu.` I - ,�`' �'` 1 I �y � r , � °��• °i` �� �: i!7%%� ��Ot7 i s 1 i WELAND J -- �.� `'aa!'��`` , ` ss I-- 5 �5`\ �� 'r i I,�I� q���„/ 901 SFCONCRETE 7�� �� (2)P PVC STUBS 1 ` _ _'�-�---- ~ .�j,r�• r ,yy 1 .,0ifl�/ -"�B y5 AROUND INLET �` Iw�IC -(- - itiAli , '71,v,, ,Y i •�16/ �1^, / �/ .7 / ��`�,S _�`` 1\ ( ( � A `)TPVC STUBS �k r`` , ,,,, �'T — _RNY _ - �1 OT-BP$ .��:.��ti�11� — '�\\\\40,,,� ' :7� �i�/I cL a o __ �- __.__tee_.► _!�� .ma area p'iw�airGs 'aim°a T�s 'a �•.a∎s �tss% =i�,�i,.� =� may !] k+lww,� �1i\0 �� ���,faa� awari.a ��aw. ( _ � 4�_� \R , Z• w w � IVEWAY w -ERD'SIDEVYTEK -- _-__ ,�--- 41%! `_':�\\`\ t�,\7 a ` •1��� /' \ W fr1 ti 12 •ATERUNE' WETLAND -'• w w `i ( w— _ !\\",�r+i4�C�\\r'� j 2 •A AS DELINEATED BY E 1,39 w .... �`- ~�� \.'4�;a\`�,�Cy>� ��` i„ / O I`a ti Q • a s0 SD SD SO -SD SD LPIC414 SO SD ^ `'� Q - '` . ���ai�`\l���/ /die W a a V U _' SW MILTON COURT t4 r SD_ • �w \\ ... / O I+ Lam=-ate -�� \W `; `�� W�o «. SIDEWALK ce $ —1� \ <r £ m W —RNV — — — — — '� `_sa SO \ W�q \• .ss GENERAL NOTES: __` so \� //TI ,// DETAED• VEE LOT: N , . p,.• , I. WETLAND ACCESS IS PROHIBITED EXCEPT AS REQUIRED IN ` _r@•\SO •, APPROVED: ,w 'WETLAND J' FOR FENCE INSTALLATION AND LANDSCAPING. \ •4j, OATS: FEBRUMr tor/ p�� o rig r 6. SEE MG L3 FOR MITIGATION AREA. 'W\ �J / IF THIS BAR DOES NOT MEASURE I. THEW DRAWING IS VEGETATED CORRIDOR LEGEND: NOT TO FULL SCALE ECT NO. 1""i oR�1I�OVEGETATED CORRIDOR, AREAS AS EXISTING CONDITIONS PLAN 20' 10' 0 20' 40' PRw5069 20 ' 20 G6 ti l���r` AREA OF ORIGINAL VEGETATED CORRIDOR i- ` WITH PROPOSED ENCROACHMENT (1,380 SF) CONFORMED TO BID DOCUMENTS a of 141 1 • 1 - -` T_______ ....._ 4.-DINARY HIGH WATER' Q ....._ ......... AS DELINEATED BY , �+ QEA,INC.,FEBRUARY 2012 �- °" °" on �MMMMMMrt,am,—f>L_ s .=--��-� --III - LINK FeFi r� BURLtNGTpN NOR _aM — _ ERN RAILROAD •-_._.._._...._«_.__._...._-_ i, 141 , X % _11 i `•-1"'` LIIT:::.... `OFI 90003 ,� t `'+ ! As DINEATEBy • _ ar a e _ a)RB 6' OREGON �* \ DL A.INC_FEBRUARY 2012 1 , ` ` °' `1, tEEwDRARV ri1EPACT AIWA_ � `'� ,. `a '?� �1j;4� LTYPICAI) t R 1b►Y AAFA 2000 SF, / -�` Q $ 6 i' J ��, ! ' 1gEAT I t •� ' f I P,A e I ' , k....\\\\\' 1!I , ,7,794,1' \,',\ , -\ III _.—.4,, \I, N,f, (.t \ 11,, iii , A1 \\`,` \ ,: \ 1 t AoaO AND TTRES , 90002--/ ,, \\ , .„ kT-g- ?,, 1 REMOVE '■ '''---),'1 I 11 . 1014 ., ' \ , \ \ .q-4t1.`i4XEI A- TAX LUT 23W 800(!1 Q hi' \\\ \, \ i., �l R( ,�, i S O T 1 " ` j ` �\ v? • w°g�4 • �� 2 INTERNATMOf4AL. 740 �c I L^ 1 ,U t } V DOC.NO 2000.032673 © - b}( �` \ 1233, V\ G19DB,8USHES AS : ./ • Q 21' BLACK 1 \ '` r EQUIRDOR FENCE W)Ik OTTONOL17 f y' ..3334 1' INST •iJ�'1 �1 \ A" 33233 \ C _1 • '�>� �;a I. 1 ) A ,\\ 1 1 4 33236 �,' •'x R..\ t\\'. L 3t r +, \'.1 \ ` ;� 332337 /41:44,1t ^ � \ n` /..,4, V o y! .• I, m 15'SEWER EASEMF.N I ! �l , �' LANDS : w • d1 G J ca BL1DK OeB.PAGE 389 \�� ^ ' m m .e t. � PUE PE + ' �0, ;'1'`• `��ey�`nA� 00 OP S_..... 'hQ' A DELINEATED •4' • /_ '•,03 A ,1/ •- - ._. _ INC.,FEBRUARY 202 h i• ,(n INDUSTRIAL PP.RK' 1 ` - �%`' ^! 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Q . x q� , rte Q '' F-GiiRUA• — + 8,g2M, 33293 PA �~� ,` �� 1 hU •� V�1 ___Sp_ SG----�-W SD-----50 so _�0 ;TYPICAL ___p 50-- I 7' RIGID WIUOW 11; RIGID WILLOW ��Rk1`iy\ -.�1� tR;� �V f U .y j \� EXIST�I-_�,3 svr TSiD ►rte SW MILTON COURT cd ,&ry -s0 DEMOLISH AND REMOVE--- ",•��.,•;/ - // o f 0 W ti of 0 N' "1`�SD�` EXIST CURB.MD GUTTER �'RELGC$TE SIGN TO' .VE CONC \ C F- cz _._-._. _ �_ _-__---- ��„EXIST OPPOSI Tt:'SI.E OF Si:AB RUBBLE !'�\ \ f` •�WJ.t ��. F-Z -! CON C'ETE C WALK "�•"--- — - PROPOSED SIDEWALK, • �S` eL — - — --- Si 4 ___ '_�"•- _ TYP 2 _ •• �r. �'7 i4 -- -- -rave — — ---DEMOLISM-AND REMOVE-EXIST - Qr - na__ _ •: � �. ---•71, i •� s� Qom h CURB AND GUTTER ALONG _ `ti,,, 5L1_�_ .� l,.. .`•. O (/) ENTIRE PROPERTY FRONT. 33291 -`- __ �. ,��_ -, _ SA'■,, WWI SAW CUT PAVEMENT 2' FROM 7" RIGID WILLOW-- ��_�- �... �••,-^�.-„�. EOM . - ro \ .� / Lu .�-•._ GENERAL NOTES: EDGE OF EXIST GUTTER PAN `"� \ \- �.�_�' .t` �- k�' Cr I- I. SEE DWG 98 FOR TREE PRESERVATION OF REMAINING '••. TREES. KEY NOTES �`'\� _�\. b •\�'',.' / O� ti •2. WETLANDS ACCESS IS PROHIBITED. O REMOVE TREE STUMP. \� \.0 ,'\ -�� \� MIMEO; 3. TEMPORARY IMPACT AREAS SHALL BE ACCESSED ONLY REMOVE TREE STUMP OR GRIND STUMP TO 16' BELOW LEGEND: .. \ y " O'C /,/ DETAILED: FOR REMOVAL INDICATED, TEMPORARY IMPACT AREAS Q O NATIVE GRADE. CO .\ cS �/ / yip; - - SHALL NOT BE USED FOR STAGING OR STOCKPILE O LOCATE AND REMOVE BURIED TREE STUMP (CAUSING HIGH X TREE STUMP TO BE REMOVED, TREE PREVIOUSLY R8,9 SD .� _ �d APPROVED: • • 3 POINT IN EXISTING CURB); REMOVE ALL ORGANIC REMOVED TO WITHIN 72' OF GRADE BY OTHERS. \ �'� y�C S DATE:4. DEMOLISH AND ION Of NEW SD 72' SD AS REQUIRED G GJ f FOR INSTALLATION OF NEW SD AND MH INDICATED ON MATERIALS LARGER THAN 2' DIAMETER, FILL TO GRADE k4t \- 1? y3 �\ / 0 1 1 f TREE TO REMAIN DID C2, WITH COMPACTED STRUCTURAL MATERIAL. \� \� A':''' ` / IF THIS BAR DOES NOT MEASURE 7' THEN OR4H W8 IS NOT TO FULL SCA1.2 20' 70' 0 20' 40' PROJECT NO. TREE REMOVAL AND DEMOLITION PLAN 175069 7" = 20 1•.20' >t G7 2.o ` CONFORMED TO BID DOCUMENTS _ 7 OF SHEET 41 f e TREE PROTECTION NOTES: 1. CONTRACTOR SHALL PROVIDE TREE PROTECTION AND UPRIGHT POSITION FREE FROM SAGGING FOR THE ENTIRE 6 pp INSTRUCTION TO ALL EMPLOYEES AND SUBCONTRACTORS PROJECT CONSTRUCTION PERIOD. THE FENCE MAY BE d PROHIBITING EQUIPMENT, VEHICLES, MACHINERY, REMOVED FOR COMPLETION OF LANDSCAPING WITH THE g p p GRADING, DUMPING, STORAGE, BURIAL OF DEBRIS, OR ANY APPROVAL OF THE PROJECT ARBORIST AND THE CITY OF E• •OTHER CONSTRUCTION-RELATED ACTIVITIES IN ANY TREE REMOVED . $ V.PROTECTION ZONE. 4. NO TRAFFIC OF ANY KIND IS ALLOWED WITHIN TREE s 2. WHERE WORK IS REQUIRED WITHIN A TREE PROTECTION PROTECTION ZONES. ` i ZONE, THE CONTRACTOR'S ARBORIST SHALL PREPARE A 5. NO STORAGE OF MATERIALS SUCH AS SOIL, CONSTRUCTION :' PROPOSAL DETAILING THE CONSTRUCTION TECHNIQUES TO MATERIALS, WASTE MATERIALS AND THE LIKE ARE ALLOWED 110 RE EMPLOYED AND THE LIKELY IMPACTS TO THE TREES. WITHIN THE TREE PROTECTION ZONES. WASTE MATERIALS THE PROPOSAL SHALL BE REVIEWED AND APPROVED BY THE INCLUDE CONCRETE WASHOUT, PETROLEUM PRODUCTS, PAINT - 0 -0-----------El-----{�-�_....-.,-.�__--� PROJECT ARBORIST BEFORE PROPOSED WORK CAN PROCEED AND THE LIKE. .. ,��i --- i,-�- - \ \ T },�- ,� _ _ WITHIN E. THE PROJECT AR 7 T 8. NO VEHICLES, TRAILERS, TEMPORARY OFFICES OR OTHER ---'i EQUIPMENT MAY BE PARKED WITHIN THE TREE PROTECTION ,` f�� 1 Alt --.„+iis---.._. MAMORIST Y EQUISHAL CHANGES PRIOR TO APPROVAL. ISTHOCCUROJECT• 140----� / •- _ WITHIN THE TREE PROTECTION ZONE. ZONES. t ' 4 I ,1- �`1111�, , `�\\` ,`� -�� 7. ALL PROTECTED TREES SHALL BE MAINTAINED FREE FROM 90004- \\\ \� • ,\ - \\\r\ ` ' -`"•---("J�_- 3. PRIOR TO COMMENCING ANY SITE WALK, A TRFE CUTS, SKINNING OR BREAKAGE OF BARK, BRANCHES, e a. Y,�\\jjam:: 141-- , {f--___ PROTECTION FENCE SHALL 8E rNSTALLED AS INDICATED ON TRUNKS AND ROOTS. s Y ../i . I ILA?M°� , PLOT-BPS.4 '-Lf-- THIS DRAWING. THE FENCE SHALL BE MAINTAINED IN AN 8. NO GRADE CHANGES ARE ALLOWED WITHIN TREE PROTECTION I T O1 --142— `, _�_�'-- ZONES. '90003 TPZR B', SEE NOTE 72 ----!_ R @ 1u -\-----0____( 8. ANY NECESSARY PLACEMENT OF UNDERGROUND UTILITIES IN R zi S 1 ■ � THE TREE PROTECTION ZONES SHALL BE DONE BY HAND g•e' a 80003 ' 1 \\ ` -- r �, ` -. ;.1 DIGGING, TUNNELING OR BORING BENEATH THE TREE 8' DOUGLAS !!!! \ , y / r.- ROOTS. m e _�h 10. PRUNING OF ALL TREE ROOTS 2 INCHES IN DIAMETER AND FIR I - .I ► \*,4t1```\ i ■ LARGER SHALL BE APPROVED AND OBSERVED BY PROJECT $ I '., 141 ,•�QQ_ `. —t •'`� \ lk I' a \ I / \ `). ARBORIST EVEN IF THE ROOTS ARE DISCOVERED OUTSIDE $ �� 1111 , 1c L� 1,,,,,„,,,,,,,k.,,,'� I PLOT-BPS/ v� o OF TREE PROTECTION FENCING. �" ® i'1 k � 17. THE PROTECT ARBORIST SHALL APPROVE ANY LIMB k --- "# ` \\ �I ` TPZR 5', SEE NOTE 12� I CLEARANCE PRUNING. S C li TPIR 7', SEE : — _y �1 12. THE PROJECT ARBOAIST SHALL APPROVE AND OBSERVE LIMB y •NOTE 12 i �._ A \• l -T / PRUNING AND POST HOLE EXCAVATION FOR FENCING WITHIN �T __... - • 1 ,� -w �T i /• THE TREE PROTECTION ZONES. ctI\ s�'�, p� `;, 6' DOUGLAS M} /n �° �\\ ` T °0001-� _ °- BONITA PUMP 0) ,� ' A PROTECTED TREES TABLE ~ o 7° DoucLASQ -� STATION _ A •■ �� I ��--- ' • ' . a•FIR -__✓---_ .-__.__.._. ' �11 1 ■ I NO COMMON NAME OBIT STAND N0. W o ' \\ app rPZR f'• • :.., d, - 6-. �� G 1.1i � ... 1 ..;.. \\ h'eF�E/OrE12 a , •,.. ��- `00 EN [ LOCATION STAKING OF r* \\ �� T ' 7 : : il��� L e- „.•••.-- • 1 I f L 1. , ''.FENCE ACROSS CENTER OF --4,34234 EXISTING �}c z.� •, �'��' Y «u,iiiiimm�...\\ '-'°_� \ PROPERTY BY OWNER ' 33267 („) m•\ i1i�1 �4 11 ��� ! ° -. * i/•' \ \� 1 ��_ ki;5t• • ® 1 0 I `T r V;�t„' • 1 7 12a= : illii 3328e :: '`"� 1 4 , I \.,0',,,���pppi% •,. J , , ` 7'7' _ - •, iii! WP 25 OREGON ,� TPZR 25', SEE NOTE 12 1� {. :l ,'• ELEC `,y ' yr• a 0, `w� ,p^ \= %• ed.RY2•Ya WIl1DW ' ��-..___WNr TE DAx v \\i 156 ��■ I - SrMD 2 n �', ..:1,,, ,.;i'� " QY :: 1 DUCTS aaza0 ^ �' _ : iL7: . ibis ss-- / 11 4 �}.. ( PROM , ry r A , ilia I� ad 2Q•1 !;UT:E N , i �� ��~��� w ` ” " \��1�� ,�4 �\ i�r'71_,.�"o I` �i y�: f( WPFEM•: . .,.... iii! C'3 a.O z■ \����� 1I� ♦ �_ : ��:. srAND 3 R.:L7T�: . iFEi� �-1 Q.�t.�pr ,.; - TREES 60368 J ww�` ..WETLAND , �� f `\ \ ,, " "T'7 /1��at 1 THRQUGH .i i�i' f'+(_ 4�' \ w . `n r , ] • i ��; I�' y 63072 .I Z - -_ 44 " _ SE .I N►., •.411is��►.` 1t—_- ;. i LAS \,g,.,i�: ' t. ITF III: . `� ' W Cn p. ., . . - . • . ^ ...pail,nximingp ,.__ \.._L___.,__,I, Valk I-- t \ ,�� , FJ1 : i:H JJ SD so---- -so o- ---- SD .�� ! _� - �,``� • " / :• - Sis Q Z QC SG i ii: i i! CO so— - - �_ ` , / rwil: iii! MkL7T�- ibis - _-- __,�-��' _ fi: :, ,. tai! TREE PROTECTION LEGEND -- —� -SD_ / IMPACTED TREE PROTECTION ZONE I ! ``� �� \ SD •��• .I •�- ``_`-` -_S '�•`-�_-.L \ t .T'E.. ��� DESTINED: KK/TDS � �p�� TREE PROTECTION FENCE - LIMITS OF -- \``\,�-., \ . �� •. .. ,. r�i' OW CONSTRUCTION DISTURBANCE (EXCEPT FOR '`\.\ ,�?� 63077 DouGlas Fir CEGHECKED:. PC DEBRIS REMOVAL, FENCE INSTALLATION, SIGN -, 63072 1•uo18s fir APPROVED: l INSTALLATION, AND VEGETATED CORRIDOR I he • - 'r 4441 DATE: FEBRUARY 2014 O 2 PLANTINGS) .rte'J. . "�'° °•' • -- IF THIS BAR DOES NOT TPZR N TREE PROTECTION ZONE RADIUS TREE PROTECTION PLAN •11°1 1i• • tMEMIIMII MEASURE 1• THEN DRAWING IS NOT TO FULL SCALE 1.=20' ,W. 0 M, 47 NOTE: SEE DWG G8 OR SV1 FOR TREE NUMBERS OBSCURED PROJECT NO. TREE DRIP LINE (TREE PROTECTION ZONE) I ON THIS DWG. 1 75069 t 1•aa G8 ` ✓ .• TREE STAND CANOPY (TREE PROTECTION ZONE) CONFORMED TO BID DOCUMENTS 8 QEF 741 f We \ C - �1 s ? Y 60042 ROINARY HIGH WATER' '� /AS DELINEATED BY O U ne Iyay till -Or• DH .. ■ . t• • •- - . • ,✓ / DEA,INC..FEBRUARYLW81 FENCE b BURLINGTON R 1 $i: a+ m O _ _ - -;�:rr�-v 60053 N�NORTHERN RAILROAI m o _ e _ - ___ � �=`-�F 1=53.07' fPuii777' 6 1ST- \ \ 1 ---_ - � Q CH 0 157.53.07 _ /0004 I S R=1736.73 ~ 4}7, ° \ 3x908 1 • • TEfT PR P4 6=011'4228' - - -- _ _ .._�011 - . W i $ Y. �Q s sue? 1 I 1 AB DELINEATED J L•354.6t!' `_p � I� G4 1' �j ^' 1.11'21:- C it 1 ,� DEA.INC.,FEBRUARY 2012 it rI 0 CH BRG•N20°47'46.2.0"W y Y $ 1 '� (TYPICAL) 1 0 CH BRG.N54.27 `,T~' Pb 1 �t I 7}70 9 ` - 1 1 BOOKS EASEMENT `L^ ` E {z • �iw a I 1 ii TE: PR P3 GE 345 F..! H WOOD POST --_ z o�2°a� a LL ( NO ATTACHMENTS 60'177 C 4 °uso �+ GRAPHIC SCALE # uz I III I - ® I66� c9 --1 h (M FEET 1 1 I - I , ' 1 IN A 20 FT I, (IASERTE0 DRAWING IS NOT TO INDICATED SCALE; 14 ill "( SEE G16 G6 FOR TRUE SCALE MATERIAL) -�. I I) ` rJ i � o ,ty ry'• � •i-;. ifit g' A !N \ ttr J TAP 2S 1 2300 N I R 1 \ 4'LJ F� -4 • MAP 2S i 12.08 4�,(tY Qia�s '• / MEDICAL TEAMS w �( I, 44 e y 1 1�1 z ~co INTERNATIONAL �^`�140 / 1 I T N 1` W O DOC.NO.2004-032873 - _ I ) I' 138 it • CC Q w c)ht I, 33239 33234 • °1 'P.r ` Z O ~a o 7. ii' II I II x.33235 TEST PIT P2 , a W w° Ii w n 80517 739 0 1ET y t I r� , / C• BPE I- II N ,L�•y ` \I• I 23 '`K� 241 d 1II o m ` I TEST PIT P1 TOT 19 LU r I li 603- }p, O M �, I ,I \ E711.ND5' 33239 332 {yam.33218 j i f CD z(j(n O on Y%_ INC..FEBRUARY 2012 I9 k AS D LINEATED BY 33244 ! 3324 60372 O W Z W .' 60516 -_-1 ----- - - ) I I DEA,�NC.,FEBRUARY 2012 > •x s9�. 3325p i;IP' J OP 0-1?• ! : Q 1, Z Bg8R7L O® / ETE EST IT P6 -2000 ,c, a r 1c)3 pppyyy8UB9 333287 , p /AR•'NO 10 �� ' 803 ®7�✓r TEST PIT P: ES'!PI � ` ' 33269 W 33257 y* ••^ Kei g 4. ' O IX U) 7 - _ - . 6-I- -. e+ I_4,633292 99293 ' \ •�........2` 33286 '' 33236 4-4 89 ®6aP. 7 a Q. z - / -_ _ - 827.03'01"E 8451 - ` CZ 1.5-6-E-- 3 • ' `1 80. . __ter 6005 33230 33265 33259.17,11.$ 7 A A / / �� 60366 rt •--0RIVEWAY_. - • END SIDEWALK S' .802461 -- - - -_ n If. _- rn a O O 77yy 'ARKMM' 9T PIT'N S' �.cx,;a,wws,aF rc..,s¢,n c, V Q .w - R. 1 A7ERLINE W' W W 1Y W M`- _ `..� �\ � ` 7' / ::::fof ■\ U r18rtNa me'w_r,.n.c(r,u)ti+o �1 -fH'-I A, ` f,.. Q -tin�wr[crP,xm rxuctEC w wr •L l- c'7 I ` 60047 _\ ` � . � ° US W'.. H...�,,,a K .mma F' Q O �. ,-. ._� \ 60057 t� `C O is■-_-. - 60278 - - � Ia/ � m 1� U se 'so - w--,-, ``'-- 3 r 1 W b x0260 ��N�j � \`�\ i� r \• ' �' �p 2 > SW MILTON COURT cn I ^" ��� �+�' ~ W - �� _` So`=5D / �''�_�M �L 1_���•��+` If All , ,'� 28112.06 '.` `:■ 4.1 "9y°' - E0 .0g¢ C7Q� cc �- • w -FONCRETE:91DEWAlK - , / �, OR ` V�r� .1 TA)C LOT I900 % _7 �„ j co _1379 - _ -" -- ^-. �_ SD 150�� \`` • `_v\\ 1`' •`le,ti\ " V k' T' O IX I:• UTILITY STATEMENT �� -�_ Si- fi0238� - '\ �I 41 : \\ II//.�" 41 Spa Z Q ~/ t t. RZ( a 1 O vJ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY R 505.00'-' ` \ w � ,L, \` //,�I a o a /4( 0 INFORMATION AND EXISTING DRAWINGS THE SURVEYOR MAKES NO GUARANTEE 1950 A,g21'99'99' -� ��- S \� 60577 1 ' , q q yVj ` m THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE - • '2----"7/4 /// L-19097 '\\�\ V.1 ti rs•. \I JB a W AREA,EITHER M SERVICE OR ABANDONED THE SURVEYOR FURTHER DOES NOT CH BRO•Ntb'19.1123•N `` - \\ T /_ °., /° _ °• CH DIET=189.78 :: •7a`�� / WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION \ \'T \'Y ij• .`w-0•' �,-,/ t/ `I INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY - -'----_ - --- - .\ rn § a AS POSSIBLE FROM INFORMATION AVAILABLE.THE SURVEYOR HAS NOT Point TANG \ !� CU \ ,' tl l './ / o a3 ga � PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. I I \�� '17V 1' 17 Z 4 6] S Po•4$ Rag DAwlptlon Nathtlp EA•Un0 EbvA11rn Point6 RAw DrClQtldt Natlllnp EAA1tp i Ekvafoe \ .L OGG� 1379 l NOTES 1379 SET MAO NAIL 846919.01 782333598 I 136.21 1 80051 FD IRON ROD 64566279 762337385• 136.00 \ � MFR 36 ,' 0 •• f / J "1 n' t" 1. BASS OF BEARINGS AND COORDINATE SYSTEM BASED ON OREGON STATE PLANE COORDINATE 06t '�t> 1 / REGISTERED i '' Z < W SYSTEM,NORTH ZONE 3601. CONTROL NETWORK ESTABLISHED BY STATIC GPS SESSIONS, 1380 SET MAG NAIL 645760.81 7623401.84 138.43 60052 FD IRON ROD 608089.99 7823588.45 I 14204 �FS,�'-� - ' ."b f /6 - PROFES ONAL a HOLDING THE PUBLISHED VALUE FOR NGS STATION SYLVAN RESET.' \�OFLy`- t4'` J ,.+i_Kj' (VEYOR as $ $ c DESIGNED: 9058 FD BRASS D181( 045590.07 7624889.87 149.15 80069 PD IRON ROD 045870.5'7 7823651 29 140,16 q�" ' 0. t \ ._Y A.r .- .J `` i ; Y �, o DETAILED: 2 BOINITA PUMP STATION•MILTON SURVEY BOUNDARY LINES SHOWN PER FOUND MONUMENTS,THE PLAT 60047 FD IR WIALC 845882.80 7823386.28 186.19 60004 FD IRON •ROD 8/8022.88 7623590.91 140.52 gp3� 4,7:::...Z.,-, ` 2 CHECKED: OF•BONITA INDUSTIRAL PARK',SURVEY NO.28901.EASEMENTS SHOWN PER TITLE REPORT PROVIDED 4 - - z SS �°� _ .6 - BY FLIELITY NATIONAL TITLE CO,ORDER NO.20120045225 FEBRUARY 7,2012),AND PER THE PLAT OF 1 �� ORE ON SHEET DATE APPROVED: ( BOD18 FD IR WIALC- 846057.86 7623266.67 137.17 60067 FD IRON ROD 645884.22 7628486.00 137.13 SS ., v JIA.Y 13,206* °BONITA INDUSTRIAL PARK".WETLANDS SHOWN WERE DELINEATED BY DAVID EVAN$ASSOCNTES, -- r� / 70BY C.71.5 ' £ DATF: FEBRUARY 2014 FEBRUARY 2012.FIELD SURVEY PERFORMED FEBRUARY 2012. 80049 FD IRON ROD 04587086 7623411.72 136.70 68058 FD IRON ROD 045891.00 7623718.05 142.45 .y ^„^_,/ �0�,; 60�77L$ 63B 77 u 0 112 / 3. ELEVATIONS BASED ON CITY OF TIGARD BENCH MARK NO.285,BEING A BRASS DISK AT THE NORTHEAST 50050' FD IRON ROD 845810.22 7623449.00 130.62 1pA A- /�'q 4 12_31-13 NO. OF' CORNER OF THE INTERSECTION OF BONITA AND 72ND AVENUE.ELEVATION•149.15 NOVD'29. SEE SHEET 63A / IF THIS BAR DOES NOT 1.,.- ,'JAI RENEWAL 0458-017 LEASURE I' THEN OR.IWINO IS A NOT TO FULL SCALE 45617-FWATR-2011.4.1 PROJECT NO 175069 S V 1 2! \ CONFORMED TO BID DOCUMENTS 9 o 129 4 O r t• _ 1 k , EROSION ANA( EDIMENT CONTROL PLANS OWNER STANDARD EROSION AND SEDIMENT 8 \ LAKE OSWEGO - TIGARD WATER PARTNERSHIP CONTACT:PO BOX 369EL KOMAREK CONTROL PLAN DRAWING NOTES THE PERMTTIEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. ii THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE � : ' LAKE OSWEGO, OR 97034 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO IMPLEMENT MY OF THE CONTROL MEASURES OR WiTH THE 1200 C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, �j ' �'.t� PHONE: 503-697-6588 PRACTICES DESCRIBED IN THE ESOP IS A VIOLATION OF THE PERMIT.(SCHEDULE A SA) THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. �/'% *4, 2. THE ESOP MEASURES SHOWN ON THIS PUN ARE YNIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING FX: 503-534-5225 p Is 1 111 % PLANNING/ ENGINEERING/ THE CONSTRTION PERIOD,UGRDE TESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICBLE LOCAL,STATE�‘ ��� \ 3. Sl1 SSKNN OOF ALL ESCP REVISIONS TISC NOT OROUIRED SU Mflk OF THE A9•PC,IL(R �)0)I♦5 IS ONLY UNDER SPC6IC SURVEYING FIRM � ;,, _ • , CONDMONS. CLEARING SUBMIT ALL DING TO THE RENSKxI i0 DEN OR AGENT CTICA TO PR LEE A.EXPOSED S) BMP MATRIX FOR BECOMING A SOURCE CONTACT: MIKE INCORPORATED PEEBLES, P.E. 5. oEN 1FY MARK AND PROTECT(BY(SCHEDULE FENCING OR of i1Fxa)CRITICAL PoPARLW AREAS AND VFGfTA ION i//// v, i / 808 SW THIRD AVENUE, SUITE 300 401, ,. ,/ jj ;•,,//; PORTLAND. OR 87204 INCLUIDNC IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE PRESERVED. DENNY CONSTRUCTION PHASES >� 1,..., i, �j j j VEGETATIVE BUFFER ZONES ETRIN THE SITE AND SENSITIVE AREAS(E.G.,WETLANDS),AND OTHER AREAS TO BE /�//// / ' OO/�� PRESERVED,ESPECIALLY N PERIMETER AREAS. (SCHEDULE A8.C.1.(1)&(2)) k • %i �� PHONE: 503-287-6825 s� FM: 503-415-2498 6 PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.RE-VEGETATE OPEN AREAS WHEN j,, j PRACTICABLE BEFORE NT)AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF VECETA1n�F SEED NO USED. REFER TO DEQ GUIDANCE MANUAL FOR A ,� r NARRATIVE DESCRIPTIONS %/ '' (SCHEDULED SEDIMENT CONTROL A7.B.NIMEA ,IL \ / UNDE E SITE CONDITIONS 7. E CHEDU E A sEONIENT D A.7 MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST N PucE BEFORE COMPREHENSIVE LIST OF AVAILABLE BMP'S. Sc VEGETATION IS DISTURBED AND MUST REMAIN N PLACE AND BE LWMNNED,REPAIRED,AND PROMPTLY INPLEIIENIED it �`� UNDEVELOPED VACANT LOT N . FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION,INCLUDING PROTECTION FOR ACTIVE MAB6 La:tire BTREET new. WET WEATHER f \ '; � STORM DRAIN NLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. SCHEDULE I I 1 I I I b E t e t / QEVELOPED CONDITIONS ( cLwa cRABNO NBruunN COBTULTXIN BTABItON tar,1 MAY71•0.7D.1 AND A.B.C)1 WATER PUMP STATION, PAVED DRIVEWAY/PARKING AREA e. Wu TUSH c ABTR 6K)aND OTHER caE EomT wASHOU AREAS BEFORE BECNHNC CONCRETE - ,�% 9. APPLY TEMPORARY AND/OR PERMAENT SL STh LJZATN MEASURES IMMEDIATELY ON ALL DISTURBED AIAS AS NATURE OF CONSTRUCTION ACTMTY AND ESTIMATED TIME TABLE GRADNG PROGRESSES ARo FOR ALL ROADWAYS INCLUDNG GRAVEL BOHOWAYS. (SCHEDULE A.B.c.II(2)) nw.csArN4 . n �• CLEARING(2014) I ISH wTERML MD WASTE STORAGE AREAS,AND OTHER NON-STOWATER CONTROLS. SCHEDULE AB.C.L 7 11"^� x 2 ti' _ O 1 o EsrA11L ( ())14:,j MASS GRADING (2014) 1 PNT iCG Of SEDENT OO PULIC OR PRAIA E RAIDS USNG GYPS SUCH AS GREEO(OR PAVED) y.- dN ' •fEWCN: MMB.T n6 x I R■X % • UTILITY INSTALLATION 2014 MUST BE IN P KACE PR OR TO ND-D TUNG DAC ROADS LOCATED MI ES SC JLO AE 7.DL( D A8,C11(4))WaSN. HESE GYPS p L' "j1 • STREET CONSTRUCTION 2014 0 i _ � ( ) 12. WHEN TRUCKNC SATURATED SOILS FROM THE SITE,ETHER USE WATER-TKxif TRUCKS OR DRAB:LOADS ON SITE- �� / YL,� ~_ - - -� _ • FINAL STABILIZATION (2015) (SCHEDULE A7.D.IL(3)) scv<x n+a. c. x , r x �� 13. USE BLIPS TO PREVENT OR MINIMIZE STORMWATER IXPOSURE TO POLLUTANTS FROA SPILLS;VEHICLE AND EQUIPMENT I<rnert ?REM!) R � � FUELING,MAINTENANCE,AND STORAGE,OTHER cIEANNG AND YNNTENANCE ACTHIIIES;AND MARBLE HANDING *kr MnrECrt. I C R I i m b TOTAL SITE AREA = 1.82 ACRES ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL HYDRNJUC FEUD,AND OTHER OtT FROM VEFICLES AND WICNNERY. DEWMIXV*O =` a TOTAL DISTURBED AREA = 0.69 ACRES AS WELL AS DEERS,LEFTOVER PAINTS,SOLVENTS,AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE �AAMMxa v m A7.EI.(2)) mtArt 1 I-. �c�'x-a 14. IMPLEMENT THE FOLLOWING RAPS WHEN APPLICABLE:WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, w"wAann o 22 SOIL CLASSIFICATION; EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,SPILL KITS IN ALL VEH CUES, C0M•EMOED" T 'I x x I I x Q a T"a S SITE MAP 22 - HUBERLY SILT LOAM rrEec[aLw x a 30 - MCBEE SLILY CLAY LOAM REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,MATERIAL DEANERY AND STORAGE CONTROLS, aMIL W d o m m TRAINING AND SICNAGE,AND COVERED STORAGE AREAS FOR WASTE AND SUPPLES.(SCH A 7,E.Y.) Iy.kE p,�wo x >� e-�.�E NOT TO SCALE 37A - QUATAMA LOAM (3-7% SLOPE) 15. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL S y O eon (SCHEDULE A 7.8.11) ,IDlEw _ W . �y 16. THE APPUCATION RATE OF FERTILIZERS USED TO REESTABUSH VEGETATION MUST FOLLOW MANUFACTURERS rouNldMehLRIDx In x d v O ON SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL Y '_ _ � RECOMMENDATONS TO NNIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING nnoru eDruaE x x x MATERIAL SHALL BE GENERATED ON SITE FROM GRADING EXCAVATION AND TIME-RELEASE FERTILIZERS W11HIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE a9.B.III) n ,,,,mrt x x x . 1 . �..� a UTILITY TRENCH SPOILS. 17. IF A S10RMWATER TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION,FILTRATION,ETC.)FOR PiuRrtaVartx x x x x I x 4 c SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED.SUBMIT AN OPERATION AND MAINTENANCE PLAN(INCLUDING J1 a`�M0' '^'1°E^ x x X J- me • w RECEMNG WATER BODIES: SYSTEM SCHEMATIC,LOCATION OF SYSTEM,LOCATION OF INLET,LOCATION Of DISCHARGE,EISCHAACE DISPERSION --- mm ® d/ PUBLIC STORM CONVEYANCE TO FANNO CREEK DEVICE DESIGN,HAD A SAMPUNG PLAN A? FREQUENCY)BEFORE OPERATNG THE TREATMENT SYSTEM.OBTAN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MANTAN THE TREATMENT SYSTEM ACCORDING ' ,,..4 LL PERMITTEE'S SITE INSPECTOR: TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A9.D( O,,, D MELROSE i8. TEMPORARILY STABUZE SOLD AT THE END OF THE SHIT BEFORE HOLIDAYS AND WEEKENDS,IF NEEDED.THE El/ , l NAME: BOB MARSHALL REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURNG RAIN EVENTS AT ALL TIMES OF THE 1 COMPANY: DAVID EVANS AND ASSOCIATES, INC. YEAR.(SCHEDULE A 7.B) 't SIGNIFIES RIP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. �Il �i 19. AT THE END OF EACH WORKDAY SOIL STOCKPILES MIST BE STABILIZED OR COVERED,OR OTHER BAPS MUST BE PHONE: (503) 499-0232 IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONAEYANCE SYSTEMS LEADNC TO SURFACE WATERS. ►1 E-MAIL bxmOdeainc.com (SCEDULE A 1.E.11.(2)) i.° CERTIFICATION: ODOT INSPECTOR'S CERTIFICATION - CECI - #44424 2O CONSTRUCTION ACIMTIES MUST AVOID OR MINIMIZE IXCAVATION AND CREATION OF BARE GROUND DURING WET McOO1MALD ST. "80,41 \ CPESC CERTIFIED PROFESSIONAL EROSION AND SEDIMENTATION WEATHER. ( ALAI) RATIONALE STATEMENT KRUSE 21. SEDIMENT FENCE.REMOVE TRAPPED SEDIMENT BEFORE R REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT U; � CONTROL A7141 AND BEFORE FENCE REl10VAL. (SCIWDULE A9.C.1) -"- Z TRAINING: CPESC TRAINING - 2012 22. Om ER SEDIMENT BARPoERS(SUCH AS BIOBACS):REMOVE SEDIMENT BEFORE R REACHES TWO INCHES DEPTH ABODE A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS-BASED-AM-BE&_ O Q REVEGETATION OF DISTURBED SITES - 2010 GROUND HEIGHT.AND BEFORE BMP REMOVAL. (SCHEDULE A9.C.II) GUIDANCE MAMMAL HAS BEEN REVEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PUN. I� a 1. __ _, TA D, BIOENGINEERING TECHNIQUES FOR STREAMBAWK AND LAKESHORE 23.. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT BASINS AND SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT SEDIMENT TRAPS'.REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON PROJECT \i' EROSION CONTROL 1995 WI COMPLETION OF PROJECT. (SCHEDULE THAT HAS&M C'3 Q O O 'L SPECIFIC SITE CONDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRANTS,ACCESSIBILITY TO SITE 5 a INTERNATIONAL EROSION CONTROL ASSOCIATION, PRACTICAL 24. WITHAL 24 HOURS,SICNFOANT SEDIMENT TEAT HAS LEFT THE CONSTRUCTION SITE,MUST BE RENEWED. THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO ~~ li SI �•• CJ' �i APPROACHES FOR EFFECTIVE EROSION SEDIMENT CONTROL - 1996 INVESTIGATE THE CAUSE OF TIE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE ~ H ~ `Y DISCHARGE WITHIN THE SANE 24 HOURS. ANY IN-STREAM CLEW UP OF SEDILENT SHALL BE PERFORMED ACCORDNG REVISE THE ESC PUN,AN ACTION PLAN WILL BE SUBMITTED. (/) NTERNATiONAL EROSION CONTROL ASSOCIATION, DESIGN PROCEDURES TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A9.al) � � CC F- o0 I- FOR CHANNEL PROTECTION AND STREAMBANK STABILIZATION 1996 25, THE NIFMIpNAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR VACUBANG OR NITYL 1 W(/) W / EXPERIENCE: EROSION AND SEDIMENT CONTROL DESIGN - 16 YEARS DRY SWEEPING AND MATERLAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.B.I) Z I-. _ EROSION AND SEDIMENT CONTROL INSPECTION - 1 YEAR, 8 MONTHS 26. THE ENT RE SITE MUST BE TEMPORARILY STABILIZED 15NG VEGETATION oR A NERVY MULCH LAYER,TEMPORARY 0 I.-- w �, 5 SEEING,OR DIRER METHOD SHOULD AU CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE (SCHEDULE _S CC DURHAM RD. _-_ jt' 27. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF TIE SITE WHERE CONSTRUCTION ACTMTIES CEASE FOR 14 LTA a, O~W DAYS CR MORE WITH A COVERING OF BLOWN STRAW MC A TABORER,LOOSE STRAW,OR NI ADEQUATE CQJERINC OF Ell COMPOST MULCH UNRL WORK RESUMES ON THAT PORTON OF THE SITE. SCHEDULE A7.F.11 C/)O • SITE CONDIT ON MINIMUM FREQUENCY ( > SHEET INDEX w I/- O 20. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS.DO NOT REMOVE IFYPORARf SEDIMENT •/,•'. ONLY WHEN STORIIWATER RUNOFF,gNCLt10RM,RUNOFF CONTROL PRACTICES UNTIE PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS 5 ESTABLISHED-HOWEVER, O • F RGi SNOYMELT,IS OCCURRING. W REMOVE ALL TEMPORARY EROS N CONTROL MEASURES AS EXPOSED AREAS BECOME SGBIUZED,UNLESS DOING,. AC"TNE PERIOD SO CCNFlICTS WITH LOCAL REOUREMENTS.PROPE3DUY DISPOSE OF CONSTRUCTION MATERLNS AG WASTE,INCLUDING EROSION AND SEDIMENT CONTROL PLANS W o AT LEAST ONCE EVERY IWO(2)WWEEKKS REGARDLESS OF :iEIMENf RELINEDILO TEEN ORAITY BAPS. (SCHEDULE a7.B.tll(2)AND A.D C III) 2 WHETHER ENSUREATER RUNOFF IS OCCURRING. EC-OO COVER SHEET AND GENERAL NOTES m�' 2. PROR TD THE SITE BECOMING INACTVE OR ONCE TO ENSURE THAT EROS ON AID SEDIMENT CONTROL Q`` �OTOOPP --- IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY EC-10 CLEARING AND DEMOLITION --1 O MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO EC-20 GRADING, STREET AND UTILITY CONSTRUCTION w cE VICINITY MAP LEAANG THE SITE EC-30 EROSION AND SEDIMENT CONTROL DETAILS 3. INACTNE PERIODS GREATER THAN FOURTEEN ONCE EVERY TWO(2)WEEKS. LOCAL AGENCY-SPECIFIC EROSION NOT TO SCALE (14)CONSECUTIVE CALENDAR DAYS. _----- ---- - -- - PROJECT LOCATION PROPERTY DESCRIPTION: 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL INSPECTIONS MUST OCCUR DAILY AT A CONTROL NOTES: INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DESTINED: !DS 14322 SW MILTON COURT 2S1 12AB TAX LOT 02000 DOWNSTREAM LOCATION. 1. F VEGETATIVE SEE.;MIXES ME SPECIFIC,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1;THE TYPE DETAILED: SDS TIGARD, OREGON 97224 WILLAMETTE MERIDIAN,WASHINGTON COUNTY, OREGON AND PERCENTAGES OF SEED IN THE MIX MUST BE UNIFIED ON THE PLANS. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL NAT 2. ALL PUMPING OF SEDIENT LADEN WATER SWLL BE=FORGED OVER AN UGISIURBED,PREFERABLY A PAME" WI LATITUDE =45'24'56+, LONGITUDE _ -12745'12• • INCLUDES THE EC INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP I.E.(FILTER BAG). " WP - AND CONSTRUCTION OMITS. (Schedule A.B.c.I.(3)) 3 ALL EXPOSED SOILS MUST BE COVERED DURNG THE WET WEATHER PERIOD,OCTOBER 01 -MAY 31. GATE: FEBRUARY 2014 0 1/2 • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEO 1200-C PERMIT REQUIREMENTS. THIS THE DOES NOT ATTENTION EXCAVATORS: • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE FULL SCALE A WITH DEQ'S 1200-C PERMIT eEASURE 1"NOT TO FULL IS OREGON LAN REQUIRES YOU TO Ir0LLdM RILES ADOPTED BY THE OREGON LITILITY NOTIFICATION CENTER, REQUIREMENTS. PROJECT NO. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN 175069 • RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS REQUEST TO DEO, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF C C/�-00 A ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT NE C BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. CONSTRUCTION SITE OR AT ANOTHER LOCATION. (ScNodule B.2.a) CONFORMED TO BID DOCUMENTS SHEET 10 OF 141 J • ---n --,_PRE-CONSTRUCTION CLEARING, 12"CONCRET a $ AND DEMOLITION EROSION AND 1 P'1E•13 ORDINARY HIGH WATER" �� Q ` $! SEDMIMENT CONTROL NOTES: o DE INC.,FEBRUARY BY i 6S INC FEBRUARY 2012 I.I.A L BASE ESC GRAVEL CONSTRUCTION PROTECTION, ETION,PERT MUST r: 0`\ y_• ", •�V��• '� �..\, ;/.- ___' - NK __�sBURLIMG70NNOR7-HERN RA! p SE IM NTFE FENCE,GRAVEL AND APPROVEDN RA PERIMETER ._ -_' -- I x - - i _.-___�R`■`,• �1"'•-"�+_-/ -+ LROAD v° I w INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION L r__.; "�..,, , ti !."---.!!&--•. _ .. .. ACTIVITIES, 90004 = ,' _ `�.�''a,\ - --�. '{ ` .r It ..�=_�`_ .. .. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE / ',r'/7�` �- a f L_ ---`- J .-^_^-` a SEDIMENT FENCE, STRAW WATTLES,OR OTHER SIMILAR 90 i{ APPROVED MATERIALS. I I/ !3. SNSITIVE RSOUCS INLUING,BUT NOT LIMITED TO, t i ' - _TREES,WETLANDS,AND RIPARIAN PROTCTON AREAS SHALL CURB ! l f A9 F DELINEATED 8Y •` ♦ c►e_.�- BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION �� 1° 1 DEA,INC..FEBRUARY2012 ! ` _ __ - p FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS `` -'"'� (TYPICAL) ' �" Ip`1 \ `°"'___ i CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES l • '� \ \ / ;\` I / \. 1j n' I ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION \ tA2 •`f, -\ • \� \ `�I 800.‹WE eEPAGE s'� �• \ a !� BARRIER. /" \ - ♦.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE / l y \ •,\ �� � � i 1 BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE - \ \ \ \ \ \ , DURATION OF THE PROJECT. ADDITIONAL MEASURES `1 ._________\ INCLUDING,BUT NOT LIMITED T0,DRIVE SWEEPING,AND # 0 I f 1 ,$ `y 'ilk 1 • ` \ ti�� 3 VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL 'N' f W ;1 i PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE 1f1` I Z. \ ll \ .\ �, PROJECT. 11 , a_a a e \ % S Y 5.CONTRACTOR TO VERIFY LOCATION AND ABANDON ,• ji '� .,r `,'4. \ ` 5-_ � \ • SEPTIC AND DRAIN FIELDS 80002 \ + + \ / \ - PER APPLICABLE LOCAL,STATE AND FEDERAL 747-_x______..-.---"""^— --- --•,, + it it‘ ` L s5 4s� �y N REQUIREMENTS.SEPTIC AND DRAIN FIELDS ARE NOT �', / 2E ANTICIPATED TO BE ENCOUNTERED IN THIS PHASE OF _, I t `\, \ .\ \` o'\%v < N WORK. / I ` ! N TAX LOT 2300 so0Q/ a � t \ �o • .; • \ o��� ��� �� MAP 2S 1 12A8 VEGETATED �2 � ,/RI'� �\• CONSTRUCTION NOTES: MEDICAL TEAMS 1 : 'I 1 CAA9I0gR, TYP i • c 4.1 `` y x \ INTERNATIONAL ' /40---------/ - ( f 1,.. ){/ \.�� T \. k F¢ to c 0 INSTALL BID-FILTER BAG INLET DOG.N0.2004-032873 " ' / 1 7411 ' ( r / �"" =c a'R PROTECTION (TYPE 4J PER DETAIL f` L4///` l • \ ` A, f• ./ v m C N� 815, SHEET EC-30. /� p117 Q / • '.., O �m fkl :'\ 33230 �� `'_ y Q:o •� 1" I U INSTALL FILTER FABRIC INLET / ) N ' 33235 ".,4 W o O Q i.o SACKS (TYPE 5) PER DETAIL 920, —.-.-_-______._._- `1l^-��--}J..f �'iy� aU �.,` � ♦/� a B ;:;;. 333 37 a �© IMENT FENCE PER DETAIL • \ i���EC-30. I I� It j ,. � ?^.l•+t {*� `S •'+/�.,.., �,� ' u' 0 • Q INSTALL CONSTRUCTION ENTRANCE l\-9 II__ - — f �) ` "� _?y�!y'��, O a ryaro \ \` °,4 r\ � ,. .. Q-- a c.PER DETAIL 855, SHEET EC-30. . ro *'Apl 9, h, ^ \ J = ,p gg o // YcorDaq d f "" Q ryas y °,'' �� mop a E TEJVJVALRY IMPACT AREAS FOR ! `r f ` i ETLANDS' ,y , rya \ \\\�` .�1 /�_�� . " C.5 A£1pVAL OF RUBBLE. SEE SHEET --__ I ,�"� I ! �' \ r, A OEIiNEATFO BY �y' 7,40,,,..._,, ,�wY 5 1 EC-20 FOR TEMPORARY SEEDING. - --_ __ - ) \`\ \\`\1 \ ( A.INC.FEBr UARV 2012 7 : ;}K� -+P t \ ; �/ m O- a \\\� (�TVPICAL) y M'� 4 TR 4 A,'�,- io - C �i+`Sf *�� - +`-1- ,\` `\ ) ^y 4 " .• p 11144/ + y, ' OP 1 LEGEND: CONCRETE Ci! :�� �. 4i� .. " roM1 ro : .�- a'?B4 9Rk/ AROUND INLET ♦ i+ ♦ ♦ --- 'V ro ' !'- N /A�� EPER Ii A• rye^ \,�0 , f C co tzt CONSTRUCTION ENTRANCE _• • \,�f�'\.�v , �sM ET PROTECTE 4 OR 5) - �s i i�f�i - _ i M 0 ^Z ^ \ cc a ♦I.iI'J4 �1 ','3 ^i M�.�A•iA •�X� SEDIMENT FENCE LIMITS OF -1l�q��21`'IS; .---4* 71 "� •• - ��}7 - - - 1 - � � � 4 � * . \ \ a"T- J.---- — E�- - 'a r--. \ '\ 1r TECURIT >a ---- ' .Y - F'" I+ REMOVAL),AND 8 SITE SECURITY —DRIVEWAY • - •<IVp 51DEWALI( - ` 'N-- • _ -- _ -`mss-__. - - r \ w `` ''� ij yY 2 ~ FENCE. TAKE AND COORDINATE 2 .- PAR --- -_ - ��R'r ` �` '�raf/' 1 / '' / ~ O O APPROVAL BY ENGINEER BEFORE -W- W - -_��_ � ���. �� \ 'fit' / FENCE INSTALLATION. SS W W 'WETLANDSW-�-- �j i--a-- --__�W. _ 1� AS DELINEATED BY N7 _�W _..... .--._.___-'. `. [ \ `1 VI . \ 1 LLI W -.� DIRECTION OF FLOW - __ DFGBRU C - . 1 0 —^`� I ,�`�� • v` / +�gQ" W 70 o --SD---- ---SO (TYPICAL)._ _ - '� 1 �...- - "-�_ A'�K!eA+G' - \ \ *,�` / ! 4wc7' W 1--1 ` SW MILTON COURT e _ — W '� � / W _— r •<,1—.- 5 A `_ . `ly,,,. \\ i /// / (J BONI TA COMMUNITY ° CO CC Q ( --._1 �`� E� '1 l.`� CHURCH 0 W I-- Q --\ - CONCR ETE SI•. "- -..�.` SD .,r` W� Syi,, I+ly Q _ ___ ,44-,` ij Q 2 LLI 1_ v i s=�- so �.._ ``...•.. ��W ;as`_.,\ •° Y 3 CO O U EXIST 12' CONCRETE -- `—`°"�° ------�__ ° \ �.,� / J o CC STORM PIPE S.0.0212 _ '� ° . O 411 vr EXIST STORM OUTFALL 70 `,, ,. ��SD�W°~`\.°°• ", 4 FAd1M0 CREEK ... a Q DESIGNED: MS -°' i LR .'• \ . '�! ! DETAILS,: EDS • q'No-0/° •- �� CHECKED: III► O / .WPRDV®: W DATE: FEBRUARY sD14 { \ ., / o, (x r IF MIS EAR DOES AOT MEASURE 1' THEN DA MAO IS NOT TO FULL SCN.E THESE EROSION AND SEDIMENT CONTROL PLANS EROSION CONTROL PLAN 20' 10' 0 20' 40' PROJECT NO ASSUME "DRY WEATHER" CONSTRUCTION. "WET 1. = 20, 175069 WEATHER" CONSTRUCTION MEASURES NEED TO BE 1 =20 EC- 10 _ APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. CONFORMED TO BID DOCUMENTS SHEET 11 OF 141 i AND t 1 GRADING, STREET, AND 12'CONCRET' tl ir UTILITY EROSION AND PIPE INLE ORDINARY HIGH WATER' t I! El IE=135. AS DELINEATED 8Y _ g 4 SEDMI MENT CONTROL NOTES. DEA,INC.,FEBRUARY 2012 e$�1. ALL BASE ESC MEASURES (INLET PROTECTION, _�-`��,�-� T�-� `��_i�'ut �,� -� -w - ■ LINK FENCE BURLINGTON NORTHERN RgILROgp �r° A R PERIMETER SEDIMENT FENCE, GRAVEL CONSTRUCTION ,� - ∎', .� _ENTRANCES MUST BE IN PLACE, FUNCTIONAL, AND 90(XM ._ Zyl�- 1R .`� \ ,� 1 \ `��\� __ ■_`• ' $ $APPROVED IN AN INITIAL INSPECTION, PRIOR TO -___ _ , _ ,* i` l� $ $ gg COMAlENCEMENT OF CONSTRUCTION ACTIVI77ES. -_ - ,- - -/ I �,,` I ;', - �`�` ` ��� OfA !a 1 �- 3 2. ALL STAGING, EQUIPMENT ANINTENANCE, FUELIIA, ?, \�� I `•\ -. ,Y- \` �_ -. I i PORTA-POTTY, AND SOLID WASTE AREAS SHALL BE /�, ) OH I � I DESIGNATED BY CONTRACTOR MID MUST BE IN PLACE, I �UTIL771�----- -__- . / �J =��FUNCTIONAL, AND APPROVED PRIOR TO CONSTRUCTION. •���• Y - 142 I Vf I - _(� VEL) I INT .B' i � `�• p 3. ALL INTERIOR SEDIMENT FENCE SHALL BE \ `I I _, II AS DELINEATED BV , ` LYI i INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF CURB '-IIII , ` DEA,INC.,FEBRUARY 2012 m I ~1�Oa FINISHED GRADE AS SHOWN ON THESE PLANS. I 11 '&`` ` (TYPICAL) n 4. LOM3 TERM SLOPE STABILIZATION MEASURES SHALL GENERATOR 1p �q r { ` ` �\\\� \ I e � Q /._.-`` _ s BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 7. IIII -�1- `n�` , \\���;\`\ ' ` 'BOOK ER EASEMENT '*?� 7 °" !! ,5. SEED USED FOR TEMPORARY OA PERMANENT SEEDING - - a Y,`\`\ \ ` • 578,RAGE 345 S!SHALL 8E COMPOSED OF THE FOLLOWING MIXTURE, _ - ------- \�` `1 kI i. i� �� 1 UNLESS 07IiEAWISE AUT1K)RIZEO: �I 111 ��A. SUNMAN(SEEDS INTL. 'NATIVE E/C• MIX, OR ���1111 •\I' ' \, _APPROVED EQUAL (MIN. 1LB.11000 S.F.) _ �� a � B1. HOROEUM BRACNYANTHERUM - MEADOW ,�[� I 1` ii. F 1 BARLEY (404 BY SEED COUNT) »� ! L6 2. BROAWJS CARINATUS - LMIFOPoVIA BROAIE I' �jl ,•1�i.,, u TOTAL 81TE Qua y e(354 BY SEED COUNT) '� I "'iii"',,, `,\ l.81 AC `•r' „r, 3. FESTUCA RUBRA - NATIVE RED FESCUE \ 1 _ •�: '�. _(204 Br SfEO COUNT) 90002 IIs�/ iiSTIJ ?a f .I I � ,,,, �� / ��4. DESCHAMPSIA CAESPITOSA - TUFTED HAIR -` /L •�.GRASS (34 BY SEED COUNT) �+♦ _-r '' �ti 1 a 5. AOAOSTIS IXFRATA - SPIKED BENTGRASS r 1 r ] [J 1 � , I LJ L . d(24 BY SEED CO(WPi) BONITA ... I �.�' I ,��,�� APPROXIMATE EXIST p .6. ;.z2��USE OF OTHER APPROVED IMPLEMENTS. SURFACE INTERNATIONAL ___ -_ R ■.� 1 , VEGETATED �}�' ROUGHENING IMPROVES SEED BEDDING AND REDUCES DOC.NO.2004-032873 ,,� lyD CORRIDOR, TYP. / �A1 N = c RUN-OFF VELOCITY. �1 I.�. I \ \ / y pa, 7. LONG TERM SLOPE STABILIZATION MEASURES SHALL ■ 233 ` `,,,1 \\I, `� • ~ O m° m INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE ' . ` A, `` ` / .� i "'ly* Q y COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION ,� ■\ I ..� r 33235 o X`' WW o O d o e m RATE. vi / 1 - 1 I 'V •• ry° \\\ , 1 Ai /'O a o, 39-- _ 1 33236 os• ,(yk ` • v o m,, vi o B. TEMPKXiARY SLOPE STABILIZATION MEASURES SHALL �. I� � -'�- 1n �� , ;�� 33237 M ►• - ` O V t Ae INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC 1 \ (�. �. '+ ,� ..>lPt 7 �' ,` ALj °ai v o SHEETING, STRAW MULCHING, N000 CHIPS, OR OTHER _ - - _ _„�� _ f ,,`` ,., 1 - `� , \ A APPROVED MEASURES. I.,-... __.-._.__ _ kit:- ', ~44.:\. 0. STOCKPILED SOIL OR STRIPPING$SHALL BE PLACED IN '� 1 I ....� �, ,, �ry°jm % D ry S` 1, -� , �+a j lI A STABLE LOCATION AND CONFIGURATION. WRING 'NET 73A �` 'M/ETLANOS' �'r°j � ,+`'rye� ` ` /�I' m m'13B ®-- _ , O 1 rjrftItIIN :.."_::::::':10. LQ�,THiA ---- "EROSION CONTROL BLANKETS OR ANTS, MIO-SLOPE _ ` \ ;i i� ` ^ . • y�+ SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE ` ` Yy ,��•� 31 j,p,L I ?'!•MEASURES. SLOPES EXCEEDING 254 MAY REQUIRE CONCRE �, i t, C��,�`{� . ,,, `` i' J - .4 ryh ry .ADDITIONAL EROSION CONTROL MEASURES. AROUND LET , ` ♦ ., ' •�j•�. ', .. .w�` KKKLi•» �,'� �' -; ,^, , •II �` '��•y, �C-.NITA �na._� '�."_� , �yA \ rory 1\ !L�/jj�.��'O• © ` a 411 ? / ,i -� .S > U APPROPRIATE WST CONTR OL NEASURES INCLUOihG THE ✓ ��� +.� �y'!'� �� ° ,('�� (,rte-+ �•A,� y� / ag9 Q O APPLICATION OF A FINE SPRAY OF WATER, PLASTIC - -� - - ' }ly,�i•i ���. © _ e'r ,�°' M rp �y ?*---W. +.'i `. ,� n Q <( SHEETING, STRAW MULCHING, OR OTHER APPROVED b 15 ::i A•l 'i1 �pheki• .. - Q � A \' -\ 44% �,�'' {+3 Q �,5ry�q i.4.j I• p �� 4�MEASURES. twl�N�)!�c•..•Y-Y�"i :. .�r���'i�"�1- \1��•�F �4lv+w.+�.� ,' ,� .'1 ` •s " Gp_i TtA.,(' . '.O Z Z -EE •wwl�wa �. .. ___ AY•f Aa • a___ �•.' \ Y.L,S '►' �4i (J a O o O 12. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT G - ►�� e��"•i a A:• RV� ` i�\, r *♦ I U .-.. r. •�.. .:A':? �- ,. r +•a\wy �'�� � a 1 1 M 1`'I =F~- I- THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR �• - �a•;� _ yL n THE DURATION OF THE PROJECT. ADDITIONAL MEASURES ARIVEWAV ' -- --- ° - '- _�' - -- '-r- mow' - //\\ -ERD SIDE9PALK-- _._ _ ���\ ��, a 1 44' 1 \ Q 0 I+ INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET w rn -w W ..L� 1..,PAP _ .-- _-` • _--- ` '� *~ ilk *,. `I/4�•''7 y 1 Cr F� 1-.I SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE O 'WETLANDug'J W -_- - ____W_ _ �\ e / ` I W( U THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE AS DELINEATED BY A,QA - _ ti A /�L�'• / Z F~ i DURATION OF THE PROJECT. DEA,INC., SD MM pyER IXIST 12" SD PIPE \ `'- • � ,AJ' u b � Z rceaU _ as ti UJ CC 13. ACTIVE INLETS TO STORM WATER SYSTEMS SWILL BE (TYPICAL) _ h ,4 - ---- _ NG• ` \` �"L A•��`� `!��'/ g PROTECTED THROUGH THE USE OF APPROVED INLET -40 SD �' O '� D -`, �� �.,�-� fit,V �T 7t 'C'D 1 1 Q ti tZ PROTECTION MEASURES. ALL INLET PROTECTION MEASURES Lh As., . -- -�� K" `��\ '\ �� / ,yF¢ W a Q Q ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS SW MILTON COURT ;g ---ekI so_ _ \ / Ly',{' NEEDED. ( '`-SD�_` `��` W' - gyp' BONITA COMMUNITY C]� Q GO -. _- -- - - _ _ - �So �_ \�, �`` .,�IA`):, •N�� CHURCH \.. ,' O LLJ I-- Q W 74. SATURATED MATERIALS THAT ARE HAULED OFF-SITE ���� CONCRETE SID -- `.__� _t IA' mow', ~ MUST BE TRANSPORTED IN ENTER-TIGHT TRUCKS TO _ '-•_`_ ` ql, w �` Q Z SD ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN -- - - ,y - --�_`` - �` ``N ` 1\ W O Z F- 15. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT • 1 �� ` CO EXIST 12' CONCRETE N \� Q ~ STORM PIPE S=0.0212 \`� \ �`�\� O OF CONCRETE TRUCKS TH IN A LOCATION THE DOES NOT CONSTRUCTION NOTES: © �� \� \ Z PROVIDE RUN-OFF THAT CAN ENTER THE S7O9M WATER EXIST STORM OUTFALL TO t \ N `\\ / w~ SYSTEM. IF THE CONCRETE WASH-OJT AREA CAN NOT BE FANNO CREEK \ t CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE EXISTING CATCH BASIN �9 $? \ �V A C� POINT, SECONDARY MEASURES SUCH AS BERMS L19 LEGEND: ` "<::',>'20 N :� " r 2 INSTALL 870-FILTER BAG INLET l. tC CD TEMPORARY SETTLING PITS MAY BE REQUIRED. THE \ - PROTECTION (TYPE 4) PER DETAIL �- '4 WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK • \ - �- ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE 915, SHEET EC-30. 7�.•.! CONSTRUCTION ENTRANCE -\ � \ 'N �O / DESIGN SDS CAPACITY. INSTALL FILTER FABRIC INLET ` 44C.,4,.%.140., SO .. DETAILED• BEM 15. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL MOT BE SACKS (TYPE 5) PER DETAIL 920, O INLET PROTECTION (TYPE 4 OR 5) <� u2 (NECKED: AAAP TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE SHEET EC-30. \ Fq'--., CJ / APPN0V80: MAP PICKED UP AND DISPOSED IN THE TRASH. �X SEDIMENT FENCE LIMITS OF \ GATE: REINIATI 9014 /INSTALL SEDIMENT FENCE PER DETAIL DISDOOVICE(EXCEPT FOR \� �+ 17. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN 875, SHEET EC-30. LANDSCAPING FENCE INSTALLATION, 0 1l2 1 RUN-OFF INTO THE STORM WATER SYSTEM. SIGN INSTALLATION AND RUBBLE 5 INSTALL CONSTRUCTION ENTRANCE REMOVAL) AND B' SITE SECURITY IF THIS am.DOER NOT FENCE. STAKE AND COORDINATE MEASURE 1• THEN DRAWIANT IS 18. USE&NPs SUCH AS CHECK-DAMS, BERMS, AND INLET PER DETAIL 855, SHEET EC-30. FENCE INSTALLATION.BY ENGINEER BEFORE `\ % NOT TO FULL SCALE PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE � PROJECT NO. POINTS. 4J PROPOSED CATCH BASIN DIRECTION OF FLOW y7SOB9 It 19. COVER CATCH POINTS I4IAEN PL NGNSEAL MANHOLES, AND COAT,RETC. TO PREVENT REMOVAL OF RUBBLE. PROVIDE EROSION CONTROL PLAN 20' 10'0 20' 40' ' _EG._Zo $ INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. SHEET. SEEDING PER NOTE 5 THIS 1' = 20' 1'..20' CONFORMED TO BID DOCUMENTS SHEET es ` _ 12 OF 141 / k 1 6 I 4/0 R MAY BE USED SNORT TERM i 0OP ANGLE FILTER FABRIC w/UTILITY wORK AND W/ -- 4 I fi 6s ` FENCE TO ASSURE SOIL IS TRAPPED PHASING OF DEVELOPMENT _-- / ..•::.�::,. :.•y•..` • • now I "1 E II1.1 Willi I 1i i• IN ri 0000.00 RADIUS 28'MIN. ,E'-e4'••r.1 4}� f■ e INTERLOCKED I, GLEAN PIT RUN OR 3•-e-CLEAN ROCK AAr (► z-x 2- POSTS AN VIEW —- --- _ -=-- AND ATTACH suBGRADE RENFORCFMENf �"�`� NNN111SSS .gp" AREA DRAIN GEOTEYTILE,AS REQUIRED I>r CA'CH BASIN 8• N. SE STITCHED LOOPS W DEPTH 3'minimum �� ', From Satraps... OVER Yx Y POSTS NOTES: . -20'MIN. FOR SINGLE FAMILY MVO DUPLEX RESIDENTIAL P FLOW •'t1e' II I. BURY BOTTOM CF FILTER FADRI 6' IAA NI1�1� VERTICALLY BELOW FINISHED GRADE. ` ile�i /—GRAVEL CONSTRUCRON �� I y 2-� E FIR,PINE DR STEEL �\ ,_- ._ I ENTRANCE CURB RAMP I - //,, iy FENCE POSTS. PAVEMENT �/ 3. POSTS TO BE INSTALLED ON IttmW _��I ;, FLOW 111 UPHILL SIDE Di SLOPE. —_ I ii 1 • a MYW� .W.10lMA``' '0` 4. COMPACT BOTH SIDES OF FILTER FABRIC Iii • ` �/ ' TRENCH. ` V ����� :�G�/ 5. PANELS MUST BE PLACED .,..I<e!�%K-:9'�"I�'',') �1� PANELS MUST 0 SPACING ON I I' J'�' PROFILE DITCH INLET PuN vIEW �o� m NTS - ��� ?n #il'` D NOTES: o y 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF • •"":"'•:::'::"': :>,■•;•ii• NOTES: e-overtop of bogs. ORTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING.REPAIR MID/OR CLEAN •• {?aIIII:`::I:•:IIIa IIII•yy,;ALIT IIII) 91, FILTER FABRIC MATERIAL OUT OF ANY MEASURES USED TO TRAP SEDIMENT. e0 'ti• N 1. ADDITIONAL MEASURES MUST BE 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRK)R TO ENTRANCE CNTO PUBLIC RIGHT-OF-WAY. I aaa { ';:':}?.40914-b •.9: 36" WIDE ROLLS CONSIDERED DEPENDING ON SOIL '(f • LS 3. WHEN WASHINGS REQUIRED,R STALL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE o IN ��J {;;,';•�,:J:}_C43�,iry:•+;:t ;. TYPES. •�� �' W THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASH. i..£.: { — — 4. WHERE RUNOFF CONTMNNO SEDIMENT LADEN WATER IS LEWNC THE TEl VIA TIE CVNNSTRUCN01/ 1 ',',::-::e:{:•ter}i: •+.{.-3 ENTRANCE.OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AA APPROVED ♦�' ' 2. RIO-FILTER BAGS SHOULD BE FILTERNG SYSTEM. t `:.::... �. :...Y v.4 A"/ 3. TsMFN¢rcwe 'o �1'■U//i.�/i.///iL..� STAKED WHERE APPLICABLE USING =u g SI LF FLeY I II II (2) 1"K2"WOODEN STAKES OR V m 207 LONG BY 20'WIDE 8-DEEP OF W MINUS CLEAN ROCK. APPROVED EQUAL PER BAG. `m rDMMFRCIM E 'E U 6'MAXIMUM SPACING U FOR FURTHER INFORMATION < i i ni 50' LONG BY 20'WIDE 3-8-CLEAN ROCK, FOR FURTHER INFdt1 ARON ON DESIGN CRITERIA SEE FOR FURTHER INFORMATON Q.. tv CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE a arI N COVERING AUTMOREIN MAY REQUIRE GEOTENTILE FARR C-0 ON DE90H CRITERIA SEE `, LLi- °REVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER VIEW W SERVICES EROSION PREVETInON PROTECT A CATCH BASIN YOU MUST CHAPTER 4 Di CLEAN WATER p t SERMGES EROSON PREVENTION NTS AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION �- 06^<' AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PAID SEDIMENT DESIGN I C E a^;,o 'LANCING AND DESIGN MANUAL OVERLAPPED BY 6-. PLANING AND DESIGN MANUAL. O T.D v ea CONSTRUCTION ENTRANCE INLET PROTECTION v 3 m sa!g i C1eanWater Services SEDIMENT FENCE QeanWate Services TYPE 4 QeanWater Services > ■nr commitment I.close. Our commitment le clog.. Our commitment I.eI..T. ° y Detail Drawing 655 REVISED 12-06 DRAWING NO. 575 REVISED 12-06 DRAW NG NO. 915 REVSED 12-06 mDO ��-C dF1 v CO o? m ° 1-REIM FOR RAC REMOVAL CO TI-4 CATCH BASIN GRATE Q 4 W O .11111111111111111111111■1B■ �hIO oO CATCH BAST ��s I:��i'I�:j�OI"641+:�s I�:�r' I� Q 2 CC ;�,O-4.4,--`9� W..0' I, • ' EXPANSION RESTRAINT 1 �' UO O Q.j+464.4.$1.4 W Cn cD ��{��A��1w� I--CL Z I— 1•44.1 � a.Q 0q STORM. PIPE U �, Cn W•• . W3o. - . m oz 2"1(2"0("RUBBER BLOCKS J O cc POLYPROPLENE W W CC FILTER SACK (WOVEN) WOVEN POLYPROPLENE SACK DESIGNED: SOS DETAIL®: DDS CHECKED: MAP NOTE: APPROVED: M4P 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION DATE: FEDRIARY 2014 MUST BE BLOCKED WHEN USING FILTER ON HAPTTEE OF-SIGN OF CLLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREV1xrgN D I®,T FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL IF THIS BAP DOES NOT BY MANUFACTURER. PLANNING AND DESIGN MANUAL MEASURE}" THEN AWINII IS S HOT TO FULL SCALE ' INLET PROTECTION 175069 TYPE 5 QeanWair Services . ■.,commitment amt. EC-30 $I$ DRAWING NO. 920 RED 12-06 CONFORMED TO BID DOCUMENTS T3 EE 141 2 O r GENERAL NOTES: ' 12"CONCRETE 1. SEE DWG C2 FOR STORM DRAIN INFORMATION. PIPE INLET „� 2. SEE RMA C3 FDR ADDITIONAL PIPING t 8 •CDC IE=135.7 ••WARY HIGH WAT i" AS DELINEATED BY __ INFORMATION. 3. DER.INC.,FEBRUARY 12 3. SEE DWG OB FDR VEGETATED CORRIDOR a �g M�tA:t ® 6'H CHAIN BURLINGTON INFORMATION. S1 I OH OH •r :�.-,, ° ��1!!B�_�„o,��� aK FENCE ON NORTHER KEYNOTES u___ - - - --------- N RAILROAD h O REMOVE EXISTING CURB AND GUTTER ALONG S 1 ENTIRE MONTAGE, SEE or:G7. SAWCUi A ..-_'1 -. _ _ I ' `� �,� • ``�`\� �--� AND REMOVE EXISTING ASPHALT 2' BEYOND 1 1 g_I 0,�_ ��! ` ���Yi/, w�_-__i� PL -�� _ OH OH EDGE Of GUTTER. CONSTRUCT CURB AND Y� 3 90004 ,II /' UTILITY 1 $k i !� , r 7 -,�' GUTTER GARD LOCATION 1288 SEE DWG A , O YARD I t _ OH $ Ali CDS I r ` _ = CD3. RESTORE PAVEMENT PEA MILTON COURT FINISH WATER PIPELINE (FWP) DRAWING v ET r�,r; •,��\ 7' �TYP.) O l -- I I r 0 _ - __-_- _ _ �H_��OFL MC-FWP-07. I fr AS DELINEA ET DDBY s O2 CONSTRUCT 5' WIDE CONCRETE SIDEWALK $ CURB -���l - ,��d. r 4 IDEA,INC.,FEBRUARY 2012 ADJACENT TO CURB PER CITY OF TIGARD a```� `1 (TYPICAL) _ ®`' • O STANDARD DETAIL 120, SEE DWG CD3- f5 GENERATOR 3 INSTALL SPLIT RAIL FENCE (VINYL i2 � ':•�t 1t?,i k\\\\\\\\\\ 1 1D'SE4VEiA `e 2.-RAIL) PER DETAIL E, DWG COB. I a •MI _� t \_\ I R•• BOOKS>B�SE 4 ABANDONED SANITARY FORCE MAIN TO C ■ B' �`'` / O REMAIN IN PLACE. IF ENCOUNTERED, - CONTRACTOR TO CUT AND CAP ENDS AS .. �.�> • NECESSARY FOR INSTALLATION OF SITE ' f!•► ,(7 9 7 G 4) ': I' h ® FEATURES AND PIPES. SEE DETAIL B, DOG q ill •d FF { / S# 0 1 of 1© g �'r .i}� COt• $ LL G a- "1• ' 7 y Q , O5 INSTALL 8' HEIGHT BLACK CHAIN LINK 1. 1',- � t •. / � FENCE WITH BLACK SLATS PER DETAIL G, z O Ld V 41.f ¢ OKG COB. \0�'a V7 a"®r 90002 ' 1 1,�, ~a( tY. N • y• e. �@ CONSTRUCT GRAVEL SEC TION IN AREAS p��'!�a: ��a 0 „, ., �/ ''�. r �� SHOWN PEA DETAIL B, DWG COB. a z •�� d j II APPROXIMATE EXIST t / �� O7 ODNSTRUCT A.C. PAVEMENT SECTION AREAS ,J O J 4�TAX LOT 2300 ' ' �� � 7_ :( 100-YEAR FL000 EL .t J N. SHOWN PER DETAIL A, DWO COB. ff M AP 2S 1 111 MS •/' ■ 12' BONITA Ply STATION l�0 �. i \ 138.2 ke,Q el / OB CONSTRUCT CONCRETE VERTICAL CURB PER �'�' ' ��.. - \ N DETAIL C, DHt3 COB. o INTERNATIONAL .•DOC.N0.2004-032873 � \1 O CONSTRUCT CONCRETE MOUNTABLE CURB PER 6 c DETAIL D, DWi3 COB. V d ^+J 1 ■ �� I O■ (v x'2+33 \ I ® i 6/ C N�'p o O „ C� � 33z3a \ ,� = to CONSTRUCT 24' WIDE STANDARD DRIVEWAY IQ c $ _� y WITH CURB TIGHT SIDEWALK PER CITY OF H• O I _ -__ - •\ 't . i W y ,� 33235. p f/ TIGARD S7ANDAfiO DETAILN742.R SEE OWO - e�Ei 0,-...-... off } 33236 M ati CD3. DRIVEWAY CENTERLINE AT FACE OF e o c :^ J Il i� 33237 4. ..... CURB. y 43® I ;•. ... 1... r Y N=745859.48 BOP V '°8 E © I h`• L r r 2 E= 7823410.10 W 15'SEWER EASEMEN ! (', »11�� ` { O 00 0 o o O. . '..�'. � ::•, � 'r s �+ � 11 INSTALL METER VAULT. SEE DOG M4 FOR c � m w O.rr BOOK 880,PAGE 389 I �I .. - ) ,; >w � ti DETAILS. •9 Arl /-- -____ I / (2' F'ROY PT. 11 3E' INSTALL 24' wROHr IRON ACCESS GATE1 • // --- _ .--_ t. / SEE DYeG AD5 FOR ETAILS.yg --_-_ A r YPICAL) r- INSTALL WROUGHT IRON FENCE SECTIONS� � l.. \ t-r, a"�� �!1\ O '2'4... .R- • 4V AJ4 r .4 m _ '�L � �► � ..i ss .a1 RR19el�gi ` � � \ I #.a`'S' O' , - �`k'4 a ''"y •y,h �'." :.' u.' q. �r� \7��.\ `. f Ary " MI �i�� .. ) �� STUBS "' , P e^'ti �`�� '►t -TT t5' so EPER T' h� \-LTA INs TR PAR ' `•� a 0 ,y ,,y ���_/� Q , I.,, \ 11 ��` o� '1!•? ` AMY4s4r ! e /4„,..."�``• c. ©...A' 1 a1 �fi' , .:>-a' / " ,�/ fPB `y,I1a�++i © 8 : ����' `�\� firxr.,, y !+'�� Q 1B EXISTING ELECTRICAL CONNECTION POINT. ����■� ITP __,� �{ _ y SEE ELECTRICAL DRAWINGS FOR DETAILS. • CONCR E SIDEWALK ti '�sr�F'iw�s� !.i'`��' �`L.. `,I, �it 4N ©r4' _. .-_.._ _ - _-_-- �,�! __ - - � �L`,� �C��`� �� `Q \g",., ` (('�;.. // 17 INSTALL TRANSFORMER VAULTIPAD. SEE �1 1.ri `R` '� •RIVEWAY ' 7 Y SIGN-- - "� �� ���`� Q DWG E2 FOR DETAILS.(TRANSFORMER TO BE •LRNO PARK Ca m _ �Al+��r\ ` \ � �\` ' G/ INSTALLED BY PGE) y Q 12"WATERLINE - 6 'WETL.WOO W- W -y.W W- •� - .: l �y�� f CC Is". © © O AS DELINEATED BY e°-/ Q I w--�,_ -` ��,.',Y,y `,� „ `ly:at `/ I ,, / \ iB INSTALL CONDENSING UNITS. SEE DWG M7 I y a\ tft,7 FOR DETAILS.--_ © ARWIYG^ ` tk 1 lib/ ;O i 18 INSTALL GENERATOR PAD. SEE DWG Sll FOR H W si,_ (TYPICAL) I - ® ``� 1"V� \� DETAILS. Q U I� -SD SD SD W c7 ti W 0 ` ®+`� // 60, \ 20 LOCATION OF POTENTIAL FUTURE CHEMICAL a SW MILTON COURT ` I 5O- 0 w -• .„„ ® `.Y c, BUILDING (N.I.C.) C� Q BONITA COMMUNITY soi� CONCRETE SIDEWALK � W •".. ��' _ CHURCH 21 INSTALL SIDEWALK ADJACENT TO FLUSH ti _�,_._ 50 44, "C :. CURB PER DETAIL H, DWG COB. SIDEWALK Q Z - - - - - __'_ __�SO 1 ---------E-....._::11. W�`M\\... AND CURB TO BE FLUSH WITH A.C. PAVING. W Om �.� SEE DWG C2 FOR GRADES. SEE =i ,_ y _�-_50 W \ �\`\ ARCHITECTURAL DRAWINGS FOR DIMENSIONS. Q __ �`-� -, \ 1 �\ ,ty 22 PUCE BOLLARDS IN LOCATION THAT DOES J FACE OF CURB LAYOUT COORDINATES SITE LAYOUT COORDINATES 4.,,....,,,,,._, ��\ aY BUILDING INTERFERE WITH!UNCTION OF �` ^ BUILDING DOWNSPOUTS. POINT NORTHING FASTING DESCRIPTION POINT NORTHING FASTING DESCRIPTION W \�.. 23 EXISTING SANITARY SEWER MANHOLE. A 645852.71 7623423.27 BEGIN CURB B 645886.19 7623483.53 ANGLE POINT AT BOCK OF WALK A 645981.03 7623568.43 CHAINNLLIINNKKTFENCE ANGLE POINT \\ \ \` .� �' I LATERAL. CONNECTION DWG AND SANITARY 007 - C 645889.94 7823496.65 ANGLE POINT S 645890.18 7623569.69 CHAIN LINK FENCE ANGLE POINT FOR DETAILS. DESIGNED: DOS D 645900.74 7623515.99 END CURB AT PILASTER T 645893.37 7823523.29 CHAIN LINK FENCE ANGLE POINT DETAILED: DOS E 645902.10 7623518.42 BEGIN CURB AT PILASTER U 645974.74 7629520.98 CORNER OF TRANSFORMER PAD 24 EXISTING FIRE HYDRANT TO REMAIN. CHECKED: IMP _ F 645927.51 7623563.89 BEGIN CURVE V 845967.76 7623438.23 CORNER OF TRANSFORMER PAD 30 EXISTING PROPERTY CORNER l IRON ROD 27 INSTALL 4"X4' VEGETATED CORRIDOR HYDRANT TO BE ACCESSIBLE DURING APPROVED, IMP O 645931.87 7623561.45 RADIUS POINT (5') W 845983.96 7623809.72 SPLIT RAIL FENCE ANGLE POINT TO REMAIN. LOCATE AND PROTECT DURING SIGN ON POSTS EVERY 20' PER CWS DWG. CONSTRUCTION. CONTRACTOR TO PROTECT DATE: FEBRUARY 2014 H 645934.30 7623565.82 END CURVE X 845707.49 7623459.34 END SIDEWALK TRANSITION CONSTRUCTION. NO. 790, SEE DWG. COB. HYDRANT DURING CONSTRUCTION I 648020.25 7623518.08 ANGLE POINT (90°) Y 645843.99 - 7823427.06 SPLIT RAIL FENCE-END SITE PLAN CONSTRUCT ACTIVITIES. J 648006.81 7823493.90 END K 645968.20 7823453.20 BEGINUCURB AT WALKPo AA 848079.99 7623588.45 NELI�ERTFE COMER 1' = 20' 3l EXPOSED CONCRETE BUILDING FOOTING. 28 S SIDEWALK/DRIVEWAY CONCRETE BEGIN 5' 25 INSTALL CONCRETE SIDEWALK ADJACENT TO IF THIS BAR DOES NOT L 645958.04 7623434.91 ANGLE POINT (90°J 8B 645891.86 7823716.80 SE PROPERTY CORNER .. WIDE CURB TIGHT SIDEWALK. CURB PER CITY OF TIGARD STANDARD MEASURE 1" THEN DRAWING IS - N ' 845921.63 7623455.25 BEGIN CURVE CC 645894.22 7623465.00 SW PROPERTY CORNER 32 INSTALL DRAIN ASSEMBLY; SEE DWG C3 DETAIL 120. SEE DWG 003. NOT TO FULL SALE N 845907.87 7623430.81 RADIUS POINT (28') 0D 645980.38 7623389.07 NW PROPERTY CORNER 20' 10' 0 20' 40' FOR DETAILS, TYP 9. 28 RELOCATE EXISTING MAILBOX AGAINST PROJECT NO. O 845899.11 7823457.37 END CURVE EE 846004.78 7623490.07 BUILDING MIIDLINE A-1(SEE SHEET A3) BACK OF CURB. PROVIDE 4' CLEAR 27 INSTALL 4"X4" VEGETATED CORRIDOR SIGN 175069 P 845874.43 7823412.94 END CURB AT BACK OF WALK FF 645926.14 . 7623503.83 BUILDING BRIDLINE F-2(SEE SHEET A9) 1,=20, 33 INSTALL WATER METER AND DOUBLE CHECK SIDEWALK WIDTH BEHIND MAILBOX. ON FENCE AT 50' ON CENTER PER CBS DWG. ASSEMBLY; SEE DWG C3 FOR DETAILS. N0. 790, SEE DWG. CD6. C 1 i CONFORMED TO BID DOCUMENTS 14 SHEET V; ` 141 l 1 • 12"CONCRETE _ 6 g p. fQ PIPE INLE' •RpINARY HIGH WA" 4' "� a B 141.50 FG FUTURE POTENTIAL IE=135.7 . i I.CHEMICAL BUILDING AS DELINEATED BY 740.60 DER,INC.,FEBRUARY 112 ti - • may_ •.• FG. 6'H •CHAiN BURL1fY o t',' Q =OH=- '' ��•_,- __�7++�i��'��pf1!!�r^►,�.���.�; `,�__IN dK FENCE BURLINGTON NORTHERN RAILROAD rS' GRADING AND DRAINAGE NOTES 0 0 • J : .�' 40 I `\ `� i` _""';--.�,.. - _ 1. SEE DETAIL C, DWG CD1 FOR TYPICAL s I�r� .�, 1+ \ ■` �, P ----' _ PIPE TRENCH SECTIOW INCLUDINp OH 90004 i I 141 1 �„ `,i R �� �..__:tIT :TI:L!TTTTT SU\ ,- VEL) p ACTIVITIES. R DER,INC, 9. STORM MANHOLE TO BE CONSTRUCTED( PIL) r ' $ M PEA CLEAN WATER SERVICES DETAILS. • ' �� • ."•• BOOK 8GE 3 / 4. TONBECONSTflUCTED PEASCONTECHTER• ... .. :.'t Via' ]' y� STORMWATER SOLUTIONS DETAILS AND I . . TC 740,28 ` �` AVIPV ` A i SPECIFIC4TIONL SEE DETAILS ON DWG C05.,. ° .TC`14D.28 X IC.140.08 .'.'x � ..��--' I � , g re 141):21 xa.1 ?b'f: .. I IJ I � , u .BC 139.88 . : ..,a? ..1C 140.06 .. I I EW -, . .. ��� ac isaas 1 5c 1�a n � I er \it R R ' 3.‘,a.90002 I. 1►�a� .. I�/ I. �`4 '' C] C] C 1 [� C] ,�,.:;; ` ♦'� GRADING AND DRAINAGE KEYNOTES o 0y , 4 Q C rte_,.. 11 1,. I �� I APPROXIMATE EXIST 1 yl •4i■ TC 139.92 t,i , � '� \ 100-YEAR FLOOD EL ly'OJ �J� 1 Ji TAX LOT 2300 90009 BONITA y� t INSTALL 58.0 LF OF 72" PVC STORM PIPE ./MAP 2S 1T S S ,, PUMP STATION BC 139.82 ..'\ 7I '45 i4. �� SSA /'':'-'-' '''",.,N,/ \ \ 138,2 �t �y i • =(•2 O S 7.04 MIN. /.9 7 !f` MEDICAL t. FF= 140.00 1t ��9a INTERNATIONAL '':jji__J ■ S' ' �_ \ 2 INSTALL 48' STORM MANHOLE OVEfl EXISTING DOC.N0.2004-032873 1 ` J T9p 1 / �• O 12" CONCRETE STOR PIPE •_• v II / % PER CLEAN WATER SERVICES DETAILS c--� � TC 138.92 �f 233_ \ � � ♦ ON DWG CDT. °' d, 'k � BC 138.92 \ �� Q'r ► RIM 737.30 ~ O1 C '� o • (� BC'138.50 y 33234 \ t�``�` �,r'' ZE IN (NEW 12' Sl a 133.83 Q <n m c� C 139.820 _ .�i� �� TC 13 781. I X1''`4' 33235 0 \` ,�� IE IN (EX. 12' E) 190.803 W c a%N P ,y� - ,_ :BQ 7 2 t� ryG ` / SE OUT (EX- 12° W) = 130.783 >•,0 y ou•3' I i i-138 FLUSH .52 ' fiL y �33 236 `' '+' A� �, SEE DWG C3 FOR 2" PUMP DISCHARGE 5 TC.138.82 BC-138 02 *#`- 33237 i 1 t' CONNECTION Q C1 b$ cnn,°n,o ♦ �' :: .O BC.1 iC 18•:38fa �� t '4 ,, �.. 1/�+ 1 .'AFx//i e 4, \ � ,�� ` CONTRACTOR TO VERIFY INVERT PRIOR i0 �v`• ,I!. �L .. ... 6G 1 : 8: `, ` y 2 ;,7it,18 t` \ �� \ ORDERING MANHOLE. m W m x o o .TC 17r7'-OD'- :.. " c y o.K 15 SEWER EASEME - TC 190:Pi:. : - <± 1 p��`� 1 BOOK 680,PAGE 369 Imo. ."739,_. _ _. I fI �, ♦ ` 1 4, t D V. a� ��' 3 INSTALL CONCRETE CATCH BASIN 4 °m a a N. 11 O STORYFILTER CB 1 J �. _- - _ - -- -- 738 -..:.\ /: t M � 'ETLANDS" ry' roN \ `I / s 138 - NEATED B „S� ,� � AIM= 130.7__% , C..FEBRUAY 20 2 .*4C y�i \, 1_ . ,YPICAL) ��fp:• y�� �4� IE OUT (72' N) = 733.8 O -__-� ° 1�' �4�� : O INSTL 13.7 LF OF 12' PVC C900 STORM / ` ` j t`� 1 O TO REMAIN. ��!!! �I TC 138.3\` ,� y Kjy�,;.w+t,y^� �. �lY< B EXISTING CATCH BASIN (TO REMAIN) - _ _ _ -- 1 ��,d1 , O BC 138.34 • 1 \ ry ro �° i `* .� 11 Y CONTRACTOR TO PROTECT DURING D ♦'L am tr `l` 7- REMOVALIAEPLACENENT OF CURB AND GUTTER g. `�-G� _ - -_ '•t _+ 3%�!l5 �:�!'IMIRI l�a,-' i ci• :: ,cR? �� h� :fi ,S .. o ,, SIDEWALK■ CONCR b AL _ 7O 1.40.. �• �--� �•��.�. ARCHITECTURAL DRAWINGS TO PRONTO FLU "� •RIVEWAV • � -E������ �SIGpt _ i�'��-...^�� - � .�. �^�jj. /;'� MATCH A.C. PAVING TO STRUCTURAL AND � . '�� r - ��r�{ i\\ ` ''►y� • Ify �� TRANSITION. ALSO SEE DWG Ci FOfiECURB (■ __W y1 , W W W 13.,J4 W-ARKING" `a >� '1 ��►�_____ �!r\T`'�.�'C ,l� `` ,,gh°j j / \ INFORMATION. I ,ATERLINE • T •WETLANDS"" C7 'A /..`138- ■� w_ -f `-` -a.,� \o• L'�1 ., \ft eY / 1 738.88 DELINEATED BV t _ 1 - 3�� t - ` � tiy� ` � \ O COMPACT MlD GRADE GRAVEL SECTION FLUSH z y Nor DER,INC., , . R / \ o j 0 38.21 �i 138.•2 G?V-- \��\� \ '' / ,� WITH TOP BOCK OF CONCRETE MOUNTABLE a CHAR OS? .. 1©81 _ 1.,: :.;0 RPAR�K\ �\\\\ �'�\ +A• ;O �/ / Mh \ ■ CURB. DRAIN GRAVEL CURB.U A.C. C' o SD so SD - SO SD TYPICAL) SD SD :'' _�- NG' \� � V/ PAVEMENT AT BACK OF '137 Sys *�„�°-�0 -� "�\"'.„. / // \ OO 4�NEIGN TOO HEIGHT (FLUSH) a a U Z ■SW MILTON COURT "�' © !~`" 737r `�♦�� Q `•` -`` \ TC ,•.44.,�5 ,-e. _ BO.NITA COMMUNITY LAST 2' OF CURB LENGTH. CO W C • CONC"ETE SIDEWALK �'� ' ' :.,�; CHURCH Q {y Z SD 10 REPLACE CURB AND GUTTER AT ELEVATION �i �" --- __'' __''� sr; K, '�'' 4• SHOWN PER CITY OF TIGARD STANDARD 1„3 O 2Q -RAN - - - - ` ----- -"'-- �..- \� -----‘2,.._ .. W ` O -,�_ = \ ` !: DETAIL 126, SEE DWG CO3. CO ~---so w EXIST STORY OUTFALL TO \ %,4*. FANMD CREEK \ Sb\ W ..._..� ,�/ DESIGNED: 808 �'� SO N " DETAILED: SOS H,Vp G(/ CHECKED, NAP TTFi4f C. APPROVED: NAP �� Y. DATE: FEBRUARY 2014 NGVD29 NOTE:IE=INVERT ELEVATION ` D1 \ IF THIS BAR DOES NOT TC=TOP OF CURB MEASURE 7• THEN DRAWING NOT IS SCALE BC=BOTTOM OF CURB 20' 1D' 0 20' 40' NOT O FULL NO FG=FINISH GRADE GRADING AND DRAINAGE PLAN ! 175069 1" =20' 7"=20' ^w °e CONFORMED TO BID DOCUMENTS rs OF 14y J I .I . 111 1, '\ NOTES: 1. -_-- �+ 1. SEE DWG SV1 FOR SURVEY CONTROL INFORMATION. q 8 Irk A. BINAT rN E ar 2. SEE DWG'S G3, G4, AND GS FOR GENERAL NOTES B I ®i AIR VALVE I 1 FOR CIVIL, STANDARD LEGENDS AND e g ._.ASSEMBLY WI SINGLE ABBREVIATIONS. •• 4' CAV (CAV-72) GTV-72 , I I 3. SEE DWG GB FOR WETLAND AND VEGETATED c v 45` HORIZ a 1 CORRIDOR INFORMATION. ACCESS AND DISCHARGE 4' CONNECTION N 645943.66 I ) TO WETLANDS ARE PROHIBITED. �+ p TO COMBINATION AIR VALVE E 7823512.28 I / I 4. SEE SPEC SECTION 15061 FOR DIP - ALL JOINTS m a R 6 (/ ' I TO 8E:EOSTT::0:1111:::LARITY, g. 6,p ¢ 5. CORROSON F DIP IS COVERED IN $ 3-____-- megpzegpmegpolipagpmegpmelp=h I 45° HORIZ II SPEC SCTI 15061. _ °-il! N 645925.72 8. TREES SEE DWG G8 FOR y ti •+ 11111111211411111112 I E 7823537.i5 I TREE PROTECTION REQUIREMENTS. a ' '� ' r I 7. SEE DWG C2 FOR GRADING. i�83t I I JJII 8. SEE DWG E2 FOR ELECTRICAL ROUTING. % T. 44 9. SEE DWG C4 FOR PROFILE INFORMATION. N 646005.70 ■ �••-II----°----°-°R�••��. 10. FLOW ARROWS SHOWN REPRESENT ONLY THE E 7623507.86 f I I 0 STANDARD OPERATING MODE. 1 o r, 3 a Q 11. PROCESS CODE AND AREA CODE HAVE BEEN LEFT `r w _ I ill I OFF OF THE TAG NUMBERS. PROCESS CODE IS ti $ I I •FNW" AND AREA CODE IS "51" UNLESS OTHERWISE $ I O r 1 NOTED. g R N g BONITA �� BFV-03 ¢ r 12.PROVIDE LL BFV PER YCITY YXOFN TIGARD RDWG QNO. 504. SEE S PUMP STATION AC ' i 3§! ^� © ` A 13.SEE DETAIL C, DWG CD1 FOR TRENCH SECTIONS. i. 1 o y _, Q I • E{ 1 .r �� BURIED INSULATED © '-•1: I OTHERWISE NOTED. SEE DWG CD4 FOR t 2. TA 7?7 FLANGE IC IF DETAILS. $. I:i .Wr. iQ 90° HORIZ ® I,-- ! 30•x30"x24• TEE WI 24" Al PLUG 15. SITE FENCING IS NOT SHOWN; SEE DWG Cl. a 'x x ) 2.32° VERT - i�'=i �� ,/ I N 645919.45 N 32° VERT 3:0 0 ■g•l I'R ,E 7823525.87 KEY NOTES �' E 7623467.50 a 1 I,, I ��I I r a I J. I` \ \ \ \ 0 CONNECT TO MILTON COURT FWP. o W J' 873 • O ■ __ I ,� 24' TEE WI 21' MJ PLUG ABANDONED SANITARY FOACEMAIN; IF ENCOUNTERED w x a Z N 645919.80 O X w w m r , CONTRACTOR 70 ClIT AND CAP ENDS; SEE DET B, DWG COI. -��- ©1 E 7623514\.6 7 t,� ti w¢� BFV-00 la I I O TAP DIP SIMILAR TO CITY OF TIGARD DWG NO. 521, SEE w c�w w ti I `L76 I IPr 3 r V .e` DWG CO3 yWi �=�n y� I . 24" FLANGE x MJ BFV. INSULATE AT FLANGE (SOUTH END) c� a 4 C- }( TA 77 ��� O SIMILAR TO DETAIL E, OW?CD4 `g HORIZ Q I fD I ! O 30' FLANGE x MJ BFV. INSULATE AT FLANGE (WEST END) N 645919.01 I IR 1 I 1 5 SIMILAR TO DETAIL E, DWG C04.23472.58 ( p_. , , , 1 " 111 O KORSNMSEALM800TSCIARG33.00rNECT TO SD MH WI d m C �y 1 I 43'50° 110RI2 O MJ LONG SLEEVE; SEE DET E, DWG CDI. a - �� II 11.19° VERT W`o �'^ © I III N 645900.50 O CURB AND SIDEWALK, SEE DWG C1. '7. O Q E 76234491.78 a `e u �, _. -�E I 1 / A /S \ ` O DRAWING N5 SAUPLE1WASH DOWN ON WATER WATER SEE co j u $ �, J 1 11 M.50° HOAR 10 CONTRACTOR SHALL FIELD VERIFY ELEVATION OF BENCHING (, � 5 TS I J 6.80° VERT IN EXISTING SS MH AND MATCH INVERT Of NEW 4• SS TO <4 >a �� �(TYP) - a I N 645806.58 TOP OF BENCHING AT PENETRATION. CONTRACTOR SHALL -,I oD `E 7623490.87 PROTECT IN PLACE EXIST MN AND ITS BENCHING. CORE Ir A U? ' ' ,61/00 }A' 11 ` PENETRATION AND PROVIDE WATER-TIGHT SEAL WITH m m u 90' HORIZ ■ I KOR-N-SEAL BOOT. A l 2' DOUBLE CHECK ASSEMBLY, WATTS MODEL "LF007" OR m 2.32° VERT E .n ' 1, ` , ��\ l O EQUAL. SEE CITY OF TIGARD 0110 NO. 530, SEE DWG CO3.I N 645986.68 //NN,, PI 410 24• DISCHARGE 17 E 7623435.00 - -A v7� - 1 I I 11 ��� 2" WATER SERVICE, WATER METER PROVIDED BY CITY OF 04.50` HORIZ I I I I I TIGARD. CONTRACTOR INSTALLATION PER CITY OF TIGARD. B.BO` VERT HIbh1 I " I M.50DWG NO. 521, SEE DWG CD3. N 845912.01 11.19° VERT O FOR CONTINONNECT. _ E 7623470.61 1 >.. N.19° VERT T1�� ' iS POINT OF CONNECTION TO IRRIGATION SYSTEM, SEE DWG L1 _-- _ _- PI 470 24'®- I E I a E 7623474.85 BOIINRNRY If 71 4'SAN, IE 128.60; SEE DWG M5 FOR CONT AT CLEAN OUT. --• NAR E METER VAULT, _-_ l -` SEE DWG M4 SS-� -- Ss_- _ --_-__ I 1 i `- I 15 CONDENSING UNITS SEE DWG M7. Q CC -__ // 55 - - ', Y ,1 ' _ \ , 76 BOLLARD, SEE DWG C1.IjU1( __- __ ,` `` `a , -"h-- \ -'`� \; 4. 45 CONNECTION I I- Q_` N 645845.13 17 STORMFILTER CATCH BASIN AND CONNECTION TO SD, SfE V� F"i tit 7 I I TA 777 _,_ L,7,6;;;5:;12 I O DWG C2. (Q Q 22.5° VERT A� . TRANSFORMER, SEE DWG E2 J 22.5° VERT III,, •N 845883.54 I W E 7623434.97 N 866894.88 I \ \ ``V �� - MN 3.BOi I 19 NO JOINT BONDING BETWEEN THIS JOINT AND PUMP STATION 1 C7 - --E 7623428.1791\, hill r I • BUILDING. O Z 1 --z ? h !A V -' - _ MH2SEE •�� f W (.J 4 _VD iii- N 863881.87 .�(1 r LEGEND: E 782912J.76 1 N `11 \\I, w a ` E'1 �fl O I It- J \ , ` , TS DIP TE57 STATION, SEE DETAIL A, DWG CO<. O W ~wert,uro BDUIDARr x2waeeaRil G, w Pr 1 1' Q-- '- -- -- - - E 7823179.30 �1„ N 645879.44 ' I Ca DRAIN ASSEMBLY (TEE FITTING ON MAIN LINE W O MAD- _ _ ,��, C E 7823627.68 I ►1 NOT Sh/0NFOR CLARITY), SEE DETAIL D, DWG CD1._ �M - - _ ■p iI■■ SEE DW4 FOR STATION; SEE ONG I4 AND N 845883.78 O,� I- S IB FOR QATE VALVE TAO NUMBERS. J -i �' - -- _ g E 7623409.15 ``fir * II1I�G 1- T 1 - - . r_rlit. � V \-E I I_0 G.__ -_.a4=1�� �� _,A!"P II`���1 `N 845872.84 _E 7823115.96 ® Q�l �l T MILS ;�I� _ �� .� IDESIGNED: TON CO - _�w �-_ DETAILED: - w----w W----W-----W----..-.-_w____ N 845879.23 1 NEW 5D O '�ti APPROVED: w_E 7623411.60 ! N SEE OM C2 1 'jam)(,-1-- __ _G DATE: rT w�-W--- ----W,I---- -L-R 7 D� w- H--------- 1 IF THIS OAR DOES NOT MEASURE 1• THEN DRAWING IS NOT TO FULL SCALE ' SITE PLAN 10' 5' 0 10' 20' PROJECT NO, i" m 10' 175069 t1 C3 ii V. - CONFORMED TO BID DOCUMENTS 16 of;41 I F07000 01081 l \ m G • O a O a'i Q Q b a O a O G O O + g, 0 0 I TA 2OW0.58 0 1 STA 20+00.00 24' BFV STA 10+00.00 _ CONVECTION TO CL EL 128.00 CONNECTION TO OFFSITE PIPELINE OFFSITE PIPELINE CL EL 128.00 , STA 20+11.51 CL EL 128.00 ^' I A ' 22.5° VERT AND o -STA 20+01.60 - olighlw.i CL EL 128.00 S Ill LONG SLEEVE g DRAIN ASSEMBLY CL EL 128.00 STA 20+22.47 STA 20+07.00 22.5° VERT BEND STA 10+14.01 DRAIN ASSEMBLY CL EL 132.50 22.5' VERT BEND la 7O STA 20+10.00 ' SA 20+35,43 CL EL 128.00 `\` STA 10+22.48 7n DRAIN FROM PROFILE 3 PO I 21-1 IE 125.81 a EL 134.43 STA 10+28.8 5r �--o EXIST 12'SS m STA 20+30.2 ,�/ - , F STA 28+11.07 IE f23.8t I 1 1 PD EXIST 12' SS METER VAULT 2 IE 123.8s �- CL EL 132.50 4 EL 733.801 O -_ 1�� g. -STA 10+88.91-g.▪ ° STA 20+48.74 ° 4' SS Z I METER VAULT IE 127.73 I Q STA 10+58.22 -� CL EL 132.50 0 ln I ` DUCT BANK 0 STA 20+82.05 STA 10+58.18 ROLLED 45° BE30 � STA 20+72.68 BEND ELECTRICAL 0 vERr ANO 11.1a° .1\,\ m n CL EL 132.50 I I CC EL 131.60 I YIN o H ti STA 20+86.41 STA 10+85.80 ` o }� G") I �� ELECTRICAL ROLLED 45° BEND VERT ANG 11.19° '�▪ N - CL EL 135.00 I $ 8 J ?/� �fi;Z ril I �` b STA 11+28.99 m °N 12 T 30, x,a N '°� CL EL 135.00 1 b ,1'+ I H c I STA 11+24.117 N N I30'x24' TEE CL EL 136.00 I STA 11+37.72 O 45' 1ORIZ BEND I V CL EL 135.00 6 i I CI ELA 2RI48L66 j I -+STA 21+49.95 I I ELECTRICAL +0, ROLLED 90°BEND DUCT RAMC a I° VERT ANG 2.32° 1 o STA 11+60.98 CL EL 732.50 45' NORIZ BEND CL EL 136.00 STA 21+87.11 _ ,STA 11+88.61 30'x18' TEE ADLLED 90° BEAD © STA 11+77,50 CL EL 135.00 VERT ANO 2.32° Q CL EL 134.DO STA 1+.y,�, 30'x24' TEE 1 ELECTRICAL CL EL 135.00 STA 11+85.50 ,DUCT BANK 30'x24' TEE STA 21+93.00 STA 11+04.20 CL EL 135.00 24• NJ -- 30'x24' TEE Q , I i - 1�___- 1+ -CL EL 135.00- - STA 12+01.60-- 21A F17+LANCf01J0INT • g �J' 30'x24' TEE �'"." STA 12+09.49 CL EL 135.00 STA 21+95.51 I w 30'x21' TEE I 24' NJ 0 oz CL EL 135.00 STA 12+17.49 30'x24' TEE STA 22+05.02 0 STA 12+25.49 CL EL 135.00 C90' VE134.00 30°x20' TEE p I CL EL 135.00 1 STA 12+27.32 1 ,PLUG N ML 1 1+1 u o a o a u / o o a o � b u N O 4, f7 N nn STA 40+00.00 ! ©O m Ir� , CONNECTION TO m4+ °O y OFFSITE PIPELINE �g STA 10+00.55 u o a o w o a 4a CL EL 128.00 I _ 24' BEY 'STA 40+01.82 - __ - CL EL 128.00-" Z9.7 NJ LONG SLEEVE •, I CL EL 128.00 I �, T i 1 STA 40+22 47 = STA 40+10.00 �' I 22.5° VERT REND Q DRAIN ASSEMBLY # CL EL 132.50 y STA 40+11.61 S A 40+31.79 Z• 22.5° VERT BEND /2' PO 56 CL EL 128.00 /�O CE EL 134.21 O STA 40+29.7/ I 'TA +41.14 C) EXIST 12'SS METER VAULT IE 123-8.1 r ,- 1, J CL EL 132.60 700 a° STA 40+87.50 IL '�`-"�nf 1.4 + -POLLED 45° BEAD- o VERT ANG 6.80° STA 10+48.80 +r7 CL EL 192.60 I \ METER VAULT CL EL 132.50 m .1 b STA 40+72.26 - \ ELECTRICAL N 40+82.10 4• SS I I IE 128.01 0 DUCT BANK ..1 a O \STA 40+88.47 ° ROLLED 46°BEND T 0 40 VERT ANB 8.80' STA 41+01.38 CL EL 135.00 I 1 112' WATER 0 ICE EL 138.80- STA 41+15-68 STA 41+19.40 T m m Q 24' TEE 1 /'a.EL 1136.00 O O O O O O < g ti m y pa7 CL EL 135.00 '�� \�JI m a i . STA 41+24.07 f `)\\m - v x - 0° 'r-g T + 24' JOINT I c o 8 8 I: y 1 g v STA 41+93. O ti ° rm- H a o y�o �I N °- - 80° VERT REND Q i 4' CL EL 135.00 n a r g), w pp + Tz . m isC$mz M co § N ° m °a O a O A A N m O N ti N N x ' ba O J < Z r r �n r $ 0 g -I € -1 r m C) m o - N N C p 8 8 m O m • m .< �� // O m cn iz Q t x R g LAKE OSWEGO - T I GARD °PROFE,, I_ . o• I; o WATER PARTNERSHIP %*` +844. N c �a =y BONITA PUMP STATION [=� BLACK&VEATCH K o m c� 0,N zi t N k I Iz g v Building world Buildi a of difference. aREpoN� DATE REVrsrlxNS A1D 1MPfaNiD OF rssNNE NB. BY a APP Il y p9j y^ jt '1'7p, y0 PM:FL08:175089....150.3130 -Civil Drawings D. ° 1N CIVIL Black&Veatch Corporation PW FILE: 175089-C4.0n9 XREFI:.LN OR STAMP.L38 ^'gb + 4 PIPELINE PROFILES PO1d"'d'D"°01 SAVED:NOC10704, 7/23/2074 12:22:93 PR XREF2:3D-C-SITE-PROFILE.,A,p a S I EXPIRES:12-31-2014 I PLOTTED:OUL53498, 72/20/2013 9:08 XREF3:50 8s,70ER. y _ _USER:11CC107871 D8G VER:1008 -XREF4:45817-FNMA-ADD3.dry , / t N i GRAVEL, TOPSOIL, OR FINISH i PAVEMENT SECTION GRADE - 1 AS RE00 (SEE NOTE 5) • 9000 PSI DONCRETE BROOKS METER BOX B' MIN 1 ! ; - TRENCH ZONE Mill 03?WITH CI LID OVARIES PER GRAVEL SURFACING, LANDSCAPING, OR B' MIND fLANBE 0' MIN PAVEMENT REQUIREMENTS i , 11111111 111111 . • W i--i 3000 PSI FIN18F!OHADE CONCRETE LINE SIZE MJ 4'\/\/��� 12' %i\/ZNZ*V% 3 TEE x 8' Fi0 ® ''t'.•�/ �_ �,\\\ \\ ¢ 12 ROTATED DOWN 45'— /�/�/ c sx vALYL Box M RESTRAINT GLAND Ip ° ` a PIPE ZONE B' Ill 441 WITH SET SCREWS 3 (INCLUDING BEDDING) CENTERED IN CONC x ' R @� NOTE 2 3,000 PSI 12' 0' MIN THICKNESS f R H 6 .•:- . • • 1-1/2" CHAUSHEO zz �� PLUG PIPE CONCRETE TYP �����1°� •�����• AGGREGATE a 'pi!��. —�g g'�!::!g '2'-0' f STABILIZATION FABRIC WRAPPED /\�✓ ° PLAN AROUND DRAIN ROCK (SEE NOTE 2) �Q\�\�\ _ f` LENGTH 1 �iKl1� `j,',F DIA OR 50 .- u e _'DIA j i•�=-�.. _ �/��/��j/ I VARIES I --. 8' PLAIN END BY i 14VS∎ m \"L� ,' I B' DIP SPOOL / I �, //: FLG DIP SPOOL _ I� NOTE: \�i`ii iii/��/ .II • , // — NOTES: \�\�\/�\\ \ Ih • iI ., o _ 1. SEE SPECIFICATION SECTION 02202 - TRENCHING AND BACKFILL FOR G/9��✓/ Y 1. TO BE USED FOR PLUGGING MATERIALS AND FOR TRENCH WIDTH. ��y\/\� \�� i6 /��%�/i���/�/�/i✓ / � 1Z ABANDONED PIPING. % �" �- //iGa' 4. o 2. GROUNDWATER IS TRENCH EXCAVATION AFTER DEWATER INSERT SPOOL PIECE (NO 't ,/�� \ _'� � H, N 420 SHOWN) IF REQUIRED TO B' MIN PIPE PLUG DETAIL DEWATERING,TO MAXIMUM DEPTH OF 18' FOR STABILIZATION. ENCLOSE ACHIEVE AN IE REQUIRED :0 ? DRAIN ROCK IN STABILIZATION FABRIC, SEE SECTION 02202. ON PIPE PROFILE DWG ,/ — // NO SCALE 3. MECHANICAL COMPACTION - NO FLOODING OR JETTING ALLOWED. J..91._ p 4. TRENCH WIDTH VARIES DEPENDING UPON SHORING SYSTEM AND WHETHER 6' 46° BEND FLO r�lE NOTE 2 4, MULTIPLE PIPELINES ARE IN SAME TRENCH. PIER CONCRETE 5. FOR PAVED AREAS REFER TO DETAIL A, DWG CD6. FOR GRAVEL AREAS 6' GATE VALVE REFER TO DETAIL B, DWG CD6. FOR LANDSCAPE AREAS USE 12' OF h� STRUCTURAL FILL WITH NO COMPACTION. USE AMENDED SOIL ADDITIVES MJ x FLG V m ' IN ACCORDANCE WITH SECTION 02920. DRAIN ASSEMBLY e C Q SECTION NO SCALE TYPICAL TRENCH SECTION ® >.°p n NOTES: NO SCALE o 1. CONCRETE SUPPORT TO BE PROVIDED BETWEEN Y j . 0 PIPES WHEN SEPARATION IS LESS THAN 12'. v • w A, 2. 6" FOR PIPE SIZES 12' OR SMALLER. 12" FOR PIPE SIZES j LARGER THAN 12". CO m Y PIPE CROSSING DETAIL PRECAST CONC UTILITY VAULT (OLOCASTLE MODEL 604-LA OR SIMILAR WJO INSULATING © �e m NO SCALE KNOCK OUTS) WI 2 PIECE GALV STEEL 7...i CHECKERED PLATE COVER (SCREW DOWN TYPE) SET H2O TRAFFIC RATED; SPLIT LID AT VENT SCHED 40 GALVANIZED STEEL PIPE VENT. SINGLE CAV - 4' MIN VALVE BOX PER SEE NOTE 3 DUAL CAV - 0' CITY OF TIGARD DWG NO. 503, AIMS SS WIRE MESH, 1/2' SO X 12 GA SEE DWG cos \ /VII BETWEEN TWG FLANGE RINGS FINISHED \ U '19' ABOVE VENT (TYP OF 2) DIP GRADE-\ o. TOP OF LONO SLEEVE WITHOUT SHOULDERS 1111----;4 FINISHED GRADE VAULT Ilie O• (ALL OYING FREE PASSAGE OF �� W YDIP OD THROUGH ENTIRE SLEEVED PROVIDE FLANGED �_ CM 4 O© I�I CONNECTION W/ GALV W •y 1"'1 1"I _ PENETRATION 1 BREAK-OFF BOLTS � CAV (TYP OF 2) =I+ A - NJ RESTRAINT ® �� N��up�� co Q ri X 15061,SECTION TYP 2 UPS! y� � �V ; i BFV (TYP Of 21 W C Q FLANGED FIGS, t SIZE PER PLAN VALVE l._� - 11 �~ ..O.T � � O O / a• AS REDO AND !c..., 0 EL / -.. �W� '`- 4. T NCR - 90° BEND/ V Q ...1 CO I 1 i� TYP OF 2 W Q a v 2 121II Ilt�' lI 2 1/2' FADM . a; _•:.T...c I�I�I���. � TEE CL Y I II —O Y I TO ID - 3/4• �q(PIPELINE a°l ° I DIP TAPPED �_._._._._.'_.,.-•-..�,., AGGREGATE "� I DIP PLUG • AGGREGATE NOTE:II 24' DIP B (TYP) 24' DIP FITTINGS MJ GATE VALVE AND DUAL CAV ASSEMBLY SHOWN, CO LOCATE PER DWG C3 8' MIN, (TYP) SINGLE CAV ASSEMBLY SIMILAR - CENTER CAV. Q J JOINT DESIGN TABLE FLG x FLG ELBOW PLAN —A DISMANTLING ALLOWANCE 0• MIN. BASF ELL NOTES: B SEATING DEPTH MIN PER MFR 1. ALL JOINTS SHALL BE RESTRAINED. SECTION AS SHOWN NOS OR 1-2� 2. PROVIDE SINGLE OR DUAL CAV AND CAV SIZE AS REQUIRED ON X PExPE SPOOL THE DRAWINGS. DESIGNED, TDB 3. NOMINAL DIAMETER OF PIPE CONNECTION, VALVES, PIPE AND DETAILED: NV DISMANTLING SLEEVE ® VENT TO EQUAL CAV SIZE (MIN). CHECKED: RCS NO SCALE 4. SEE YARD PIPING PLAN FOR TAG NUMBERS. APPROVED. .NY CATE: FEBRUARY 2014 5. VAULT FLOOR SHALL INCLUDE SUMP DEPRESSION OFFSET FROM 0 1/2 1 CAV LOCATION. FLOOR THICKNESS AS REGO FOR PIPE SUPPORT ANCHORAGE. IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE COMBINATION AIR VALVE ASSEMBLY ® PROJECT NO. NO SCALE 175069 • t CD1 eo s.... CONFORMED TO BID DOCUMENTS 18 HFE141 J 4. PRECAST CONCRETE 1 TIES @ 2T' CAP ti (EMBED JOINT ' GROUT FILL N. --1 - --,- %/ 0 T+ - - – g TS 1• SQUARE x 18 GA 1 I I A' , — R5 IN GROUTED 4' / VERTICAL PICKETS (TYP) /, -. I_____I _ /I / CELL (TYP OF 4) b (TYP) �1 PA I I I i''�' i i_� �j \ F'r.Aoros �I-/I 4• "3/re• TYP ' w .. CMU • MAX / FS 518' E x TO x 16 AS 0;0,l 1A, �, 6'xe'x9/8' 3S PLATE FABRICATE TO APPEAR AS A • rt ' ? I 1 % ����e01146P /•• • r $ SINGLE MIT, GRIND ALL a g %% I I �� ea (1W) �I• t..�-_ tii A!11 / '� _O O WELDS AND OIPANELMEMEBERS II # ��, / , 1�.' ,' I AT ALL FOUR CORNEAS • 3 .0 4 I i I/I I fig` o ° 1 : 9 iii .J e:�zs'>=z4►_s Iig:i�� – g TS 1-1/4' SQUARE x 1B GA '� = 7. i i , I. n∎I v I __ HORIZONTAL BARS (TYP) R " R 4 Viifil . . NOTE: ifigl z - -- EMBED PLATES IN CMU • `�-1,�P �- �� • , • 1 PAAME TUBE FRAME WHERE USED IN g IC Pi SEE DETAIL B •����.��I �i 4 " �'. 1 7149E _ I -; / + `'I WELD EACH SPANEL FOR MEMBER TO 70; /' -1----,__._ N. •AIr / ire ilFil i BEBWELU DE TO OUTSIDE FACE • . ;1. t a •R / I 1 i O INSIDE OUTSIDE ■ ' 1 GATE HINGES WILL BE ATTACHED OF TUBE FRAME. - 3 ; 1 ill /A .. _ - II TO SS PLATE AND TO GATE TUBE 1 ; 70 z I z FRAME PER GATE SUPPLIER - -- - - - 0 I %/ i-7,4 TIES 2'x2"x1 14' SS TUBE / =.w,'weCi4,,,rr<,C�C��T e SIDE VIEW S` ei —'1--I I I 12' SO x 112' SS PLATE 1 w��t °r �- I I �I L___J W/ 4 - 314' 0 CAST-IN FRONT VIEW : NOTE: HEADED ANCHOR BOLTS w�' ° I _ _ ILASTER DETAILING AND LOCATIONS ��.3f 0 r i 0I PER DWG AD5 r .�..'i 4 I \ WROUGHT IRON PANEL DETAIL 0/� I � - ,I GATE PILASTER DETAIL - PLAN U NO SCALE TT c �i I I �� 1 1,2' - 1'-D' VAR y BRICK VENEER U d N N /I 6 I ' Ili C w 1• i - .� b_ - i , T . 0 5 - #5T&BEW wa GRADE >.�t °q Nil % SEE DWG C2 FENCE PANEL LENGTH AS REOD, W O V 3/O SEE DWG C1, TYP BOTH SIDES L b4 �C3 i �_ TS POST, TYP x 318' ,� 8' OPENING a m 3-112' SG FRAME FACE OF d \G`-_ _ .4 4-_I-___.4 r_j\\// TOP, BOTTOM AND BUILDING m m Y I \\� •� SIDES, TYP Yom/ CONCRETE FENCE � 2' �• iG `II NOTE 3 G` _ ___ __4'1 FOUVOMION •• • t� '• _ _,, 1 1 0I i1:� 1���1 sz � *r_ o i11 ra • 11t! !�t!c•Slimat!t♦t!iit••t! '- TUBULAR STEEL GATE FRAME C e SEE DETAIL C �f 1 •8' SQ � 3/4• 3-1/2' SO x 1/8' TOP, li_rn THIS SHEET NOTES: CRUSHED AGGREGATE BOTTOM AND SIDES, TYp a i, Lir__` 0 WELD CHAIN ON EACH LOCKING HASP,1. CONTRACTOR TO COORDINATE DIMENSION WITH GATE SUPPLIER. SIDE OF GATE I I '. ,,,' _ PADLOCK H 2. CONTRACTOR TO VARY BY 2' MAX AS REDD SO THAT BOTH GATE HINGE SET CL EL ARE EQUAL. , LII i!_.,"„""!.■' BY OWNER ryQ- 3. WHERE FOUNDATION IS ADJACENT TO BUILDING FOOTING, POUR BOTH TOGETHER, EXTEND#5 FOOTING W 1�...����.........�..�..�� W INTO BUILDING FOOTING. WHERE PILASTER IS ADJACENT TO FENCE POST, POUR PILASTER FOOTING s �r BOLT POST TO FOOTING, 2 p AROUND POST EXTENDING PILASTER FOOTING AND ITS REINFORCEMENT AT LEAST B' BEYOND POST. ilalpiripsii 1 112' LONG CURVED %i' Y�`-`' '`-`•`'`'` "`'Y`%%%I'`• `'`•� >%t, ;/,%l'.;, SEE NOTE 11 LIFT HANDLE HOLD UP LATCH, TYP 2 , • ao y ti W o `/` H U GATE PILASTER ATTACHEMENT DETAIL - SECTION TYP 2 PLACES f , g,g :.r ¢ W e GATE HINGE BY GATE ' o s SUPPLIER TYP 2 F. G' `I.1t i.'I■ I _ CONC ENCASEMENT, LLI Z PROVIDE 2 EA., 18' MIN � � I 2' MIN TYP J O OF 5/7B' TRADE SIZE, - Ill 1-1/2• DIA PIPE x 8' LO 0 ~r GRADE 80 HIGH STRENGTH III■ GUIDE TUBE FOR DOWN ROD, V GALV CHAIN WITH DISTRICT TYP 4 PLACES NOTE$: a I I ��"'II 1. GRIND ALL WELDS SMOOTH. p 2. PICKETS AND POSTS SHALL REMAIN VERTICAL WHEN INSTALLED ON D • SLOPING GROUND. Cn LU)ti SEf DOWN v-�� D TA " 3. HORIZONTAL BRAS SHALL BE LEVEL WITH THE FINISHED GRADE BELOW FENCE PANEL SECTION.4. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.STEEL I15. CONTRACTOR SLL VERIFY LOTIS OF ALL UNDERGROUND UTILITIES 8AA OOMN ADD O%IiI.I.i I.1�I�i�l. AROUND FENCE AND SHALL NOTIFY THE ENGINEER IMMEDIATELY IF A • —I I_ CONFLICT ARISES. STEEL STOP BAR i B. CONC ENCASEMENT SHALL BE POURED AGAINST UNDISTURBED EARTH, TYP. ti 7. WHERE POST ADJACENT TO FACE OF BUILDING, PROVIDE B" CLEARANCE; Q (SEE NOTE 2) .,,,,,s<,- / ./-�.,.�.. TYP I PLACES G"J / \\ � tv—, 3/10• AT OTHER SIDE ADJACENT TO CHAIN LINK FENCE, PROVIDE 4' SQUARE e POST WI 2" TO 4' CLEARANCE. e FINISH GRADE 8. FENCE PANELS SHALL FOLLOW GRADE. ALL POSTS SHALL BE INSTALLED ■ 8' DIA CONC AND SLEEVE VERTICAL.DOWN ROD SLEEVE ALSO USED FOR GATE ANCHOR D. ALL CONC AT POSTS SHALL BE 2500 PSI AT 28 DAYS. BLOCK TO HOLD GATES OPEN 1-112' DIA PIPE x 8'G41 V, TYP LONG, 10. ALL CONC ENCASEMENT SHALL HAVE A 1' CROWN FROM FINISHED GRADE DESIGNED: IDS , AS INDICATED IN PLAN VIEW TO POST. _— 12'DIA LOCATE THE DOUBLE SLEEVES 11. FOR POST-TO-FOOTING CONNECTION SUBMIT THE FOLLOWIND FOR DETAILED: B SUCH THAT CLOSED AND APPROVAL (ALL DIMENSIONS ARE MIN REQUIREMENTS): CHECKED: ACE E NOTES: NOTES: CONC SECURED GATES ARE A SINGLE 18' SQUARE 112' PL (MELDED TO POST BOTTOM AND PAINTED TO MATCH APPROVED: JAM PLANE WITHIN 1' FLATNESS POST; (4) 5/8' SS EXPANSION OR ADHESIVE ANCHORS, 4• EMBEDMENT, DATE: FEBRUARY 2014 1. ALL BARS SHALL BE GROUND 1. LIFT HANDLES AND DOWN RODS ARE B' MIN EDGE DISTANCE, 1' GROUT LEVELING PAD BELOW PL. o 112 1 SMOOTH AND SHALL BE FREE OF BURRS. TO BE MOUNTED ON THE EXTERIOR OF GATE (TYP). 2. THE DOWN ROD BAR SHALL BE IF THIS BAR ODES NOT STRAIGHT AND FREE OF TWISTS. 2. WELD STEEL STOP GAR TO DOWN RODS AS REQUIRED PERSONEL GATE AND MEASURE 1 THEN DRAWING IS 3. THE DOWN ROD SHALL BE PAINTED TO PREVENT FULL REMOVAL ® PROJECT N0.SCALE PER THE GATE SPECIFICATIONS. FE SCALE DETAIL E 175069 _ DOWN ROD ASSEMBLY DOWN ROD DETAIL 0 AND GATE ANCHOR © CD2 NO SCALE NO SCALE CONFORMED TO BID DOCUMENTS Is of 141 J t 1 IS I OUTSIDE OF Y THIN Z $ CURB JOINT I EXISTING DRIVEWAY- PAVEMENT PAVEMENT {.---5'MIN.—�i SEE NOTES RDA, DRAINAGE SCHEDULE EDULE 40 g • W 3' I.D.I . SCHEDULE 40 MATCH WIDTH & GRADE t 1" 8" DWV(ABS OR PVC) • PIPE W/COUPL.NG A r la. A ,•��� _ - r A. 18" CA57 IRON 910 BO% g Q Fn a nil= 11 11=11=fl�• ROAD I 1' S4 1" R I. - ��, SEE NOTE 4 PROVIDE 2a"BY Z e 6. NCI 11 11=11 1..=11- 4'THICK CONCRETE fy ! ,• =..• --')• 12•" VARIES , SEE NOTE 3 PAD (SEE NOTE 4) `�?i///i/• 1 ; S 14M 2'OF 3/4'-0'BASERQC< • • • T SEE HAND TAMP BACKFILL g $ q C0IUAOTm .'• • MAX.,: NOTE AROUND TOP SECTION pp MIN. • 5' MIN 2% SEE NOTE 2 NO 3 2%I SIDEWALK 2" MAX. �'• •BASE COURSE • • - 1 SIDEWALK ADJACENT TO CURB 24" {�■1=1 I�—I� (mI:�I V R A 8' ASTM 3034 PVC q 5'MN. ROW 8' 30'MAX E' N R n R 3 �- 1. FOR USE ALONG MEDIANS, GLITTERS MAY BE REDUCED MTH PRIOR to $ R n @ 8' APPROVAL FROM THE CITY ENGINEER. 1� !ill■ OPERA11NO NLT E7(TENSIDN a $ 6 ... ..-u--.11-...11=11.-0-P, • .°..' EL IA (SEE DETAIL NO. 808) pl ROM '°I1=11=11-11 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS Li�Li 8 =11--=fl-I! .-O gg ��•• ' •C = = - - 3. EXPANSION JOINTS: PROJECTED _ $ _ r O 3/4'-0'BASER= A. TO BE PROVIDED: 3/4 TOP OF CURB ''�8' RAN 1. yI COMPACTED SUBGRAOE^ 1) AT EACH POINT OF TANGENCY OF THE CURB. ,� II 3 2) AT EACH COLD JOIN'. r — y •• S Q 3) AT EACH SIDE OF INLET STRUCTURES STREET I . '� �i!IUii"I� a SIDEWALK AWAY FROM CURB 4) AT EACH END OF DRIVEWAYS. `' , -•�•=I — NOTES: 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET, ,',1.7:t a- TR,;;••'....•: •i`.:+ �_----'nrir _ .FL.1 o o�^o • " ••.114RPWI Itl-11 II % .. K.9> B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, c -�°c •v,,,'.ii."sar,'t- 1=1 Y OF AGGREGATE e 1 CONCRETE SHALL TO 3", WITH 3000 P.S.I, AFTER 28 DAYS, 8 SACK MIX, SLUMP RANGE WITH A THICKNESS OF 1/2 INCH. o..oSo -'1• II-X0.1( 11`j1iLlY=1, • (3/4•-0') COMPACTED •; '!' ��*!y:����W�' o wPn$f§D`` 4. CONTRACTION JOINTS: SEE NOTE NO. 4 NOTES: / \✓/` r' "-,1 1`eS 2 S ;A 2. PANELS TO BE 5 FEET LONG. SECTION A—A, ___ _ 1) VALVE BOX NOT TO REST 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, B. THE CDEPTH OF NETJOINTES ALL BE FEET. 1) 1 1/2 INCHES. ON OPERATING ASSEMBLY. T /3•��LIEF E UTILITY VAULTS, WHEELCHAIR RAMPS, &AT SPACING NOT TO EXCEED 45 FEET. 2) OPERATOR EXTENSION I B. BASE ROCK 2"-O OR 3/4"-0, 95%COMPACTION. BASE ROCK SHALL BE TO NOTES: REQUIRED WHEN VALVE NUT SUBGRADE OF STREET STRUCTURE OR 4"IN DEPTH, WHICHEVER IS GREATER. O 4. FOR , THE JO ADJACENT ETW T THE CURB AND POURED AT THE SAME TIME M AS THE 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF MO-PSI AFTER 28 DAYS. IS DEEPER THAN 3 FEET ® 24' CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT W17H A MIN. 1/2' RADIUS. FROM FINISHED GRADE. 8. DRAINAGE BLOCKOUT- 3" DIAMETER PIPE: V m 5. SIDEWALX SHALL HAVE A MINIMUM THICKNESS OF B INCHES IF MOUNTABLE 2, CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3)CENTER VALVE BOX ON ° y CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. A. 3" LD. PIPE WITH COUPLING. AXIS OF DPER. NUT. f o OTHERWISE SDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTNG CURBS SHALL BE CORE DRILLED OR CURB 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2' PREMOLGED ASPHALT IMPREGNATED Q SAW CUT VERTICALLY 18'EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. MATERIAL OR EQUAL EXTENOING FROM SUBORACE TO FINISH GRADE, 4)PROVIDE 24' SQUARE BY 4" THICK L(.1.8 e 8. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMJM OF 2.0' --- - - - ------ - - -- -- CONCRETE PAD AROUND VALVE F--- 24--I > c SCHEDULE 40 DWV(ABS OR PVC) PIPE AT 2R SLOPE. CONTRACTION JOINT'0 BE PLACED AND A MAXIMUM OF 3,0' FROM PROPERTY LINES. 4. DEFORMED 43 REBAR AT 12' EACH WAY. PLACE 3' CLEAR OF AGGREGATE. BOX OUTSIDE OF PAVED AREAS ETAIL OVER PIPE. TI€-TIE -BARS. CONCRETE PAD of o 0 , Y3 to _ C.) ' 2 TIGARD STANDARD SIDEWALK 2. TIGARD STANDARD CURB AND GUTTER ze TIGARD STANDARD DRIVEWAY WI CURB TIGHT SIDEWALK 17- TIGARD TYPICAL GATE VALVE(5o3- Cr C >I'1 NO SCALE NO SCALE NO SCALE NO SCALE m c'.1 °a U , _ ` m OUTSIDE PAVEMENT MTHIN PAVEMENT j/ ' \`r I ' ICJ • ' :011i �rYtii11! I PROVIDE VALVE OPERATING FINISH GRADE 1•'CAST IRON 910 '' `"�, a �• 18' CAST IRON 910 BOX NUT EXTENSOR SEE DETAIL WS _VALVE BOX TOP C) \''... _....i L11: J ® 'WATER METER 12" BEHIND SIDEWALK FINISHED GRADE PLAN OR BEHIND CURB 0 CI it ETER BOX WHEN NO SIDEWALK CC Q , .i '�i �/'R jliT�' DOUBLE CHECK 2" OR 1 1/2" r 17"X30"X12" ROTOCAST METER BOX * a Q F- •' I� �•��la� �'�% ' i`�. I 1" SOH. 80 STEEL PIPE SHAFT °" UNION EACH SIDE _ O �.��� ' VALVE ASSEMBLY METER W/17X30" ROTOCAST LID W/TOUCHREAD HOLE 1-1�•I 2'SO.OPER. NUT OR 1' SOLID STEEL R00 .`. K,A I 91997 �. �'�' 0 Cr HAND TAMP SACKFUL u II II•• 1/8" MINIMUM ii:al'%q I I//..,—''i;y/7/t),4 i .�� �5=�i -• �w i ~ i- AROUND TOP SECTION < 1/a'MAXIMUM -����!�/ \ /�,i�/` \�\// • ••,: • I '`+ ; 0°MAX. CLEARANCE /�/\ \\\\ \\\ 12" 18" II III A�.. •• J U 7 8'ASTM 3034 PIPE "..18 --...I I 1. ��1: 7 _�.'r'-^......,�• / r.,..p�lIx r(r^^ 0 P u:;� a BOTTOM SECTION ROCK GUARD 7 4' STL PLATE ' I ' .." M _ STOP (FITS 1/2 COMPRESSION DNS) U IJi BUTTERFLY VALVE Ti % � I 6 LLJ ENDS AS SPECIFIED W BE S 3/4'DIAMETER WATER METER , •=�iAI.•`I-:is A •.• s Q Q /HOLE 71 CENTER TO rte•'•-•- �I/•�• • ,• F- ACCOMODATE MOVEMENT ` ' •' •°•: MJ X TAPPED LIJ OF SHAFT NOT TO EXCEED 2' TEE O O SUPPORT COLLAR WELDED CRUSHED ROCK BASE 24" DEPTH Z" TYPE 'K' W C(O 0 2 1/2%2 1/r. 3/8" LONG TO SHAFT COPPER PIPE . ` � II STEEL FLAT BAR Y m �N0�NW * ' ��������`��- ELEVATION Q z NOTES: `,'``''`,'''``�'``��``��``'/�`''``'' 3'x 3'x 3/8'x 2"LONG ASTM 3034 PVC PIP'e COPPER BENDS / MAIN LINE Q BOX SPECIFICATIONS I Ui GEAR OPERATOR STEEL SQUARE TUBE DEVICE SIZE BOX TYPE AS NEEDED 1) VALVE BOX NOT TO REST 3/4" - 1" BROOKS /1419 SERIES OR EQUAL ON OPERATING ASSEMBLY. 2" MIPT X COMPRESSION CORP 1 1/2' - 2 CARSON 1730D P151. OR EQUAL 2) OPERATING NUT EXTENSION - REQUIRED WHEN VALVE NUT p DESIGNED: TDS IS DEEPER THAN 3 FEET T INSTALLATON SHOWN IS ONLY A SUGGESTION. DETAILED: BAY FROM FINISHED GRADE. 0 24" CHECKED: JAM SEE DETAIL W5. 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER APPROVED: JAM 3) CENTER VALVE BOX ON Np7F; 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST DATE: FEBRUARY 2014 AXIS OF OPER. NUT. 1) EXTEND 2'NUT TO WITHIN 18"OF FINISH GRADE COCKS IF BELOW GROUND INSTALLATION. Nog: 0 1/2 1 4) PRONDE 24' SQUARE BY 4' THICK WHEN VA-VE NU'IS DEEPER THAN 3 FEET FROM 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH CR CONTRACTOR TO INSTALL U) X TAPPED 2" TEES AT 90' ANGLES TO METER FINISHED GRADE ADE, FREEZE PROTECTION, LOCATIONS. HORIZONTAL & LEVEL. IF THIS 84R DOES NOT CONCRETE PAD AROUND VALVE BOX 24'� AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS MEASURE 1' THEN DRAWING IS OUTSIDE OF PAVED AREAS AS FOR INSTALLATION. NOT TO FULL SCALE SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD PROJECT NO. 175069 TIGARD TYPICAL BUTTERFLY VALVE 504 TIGARD OPERATING NUT EXTENSION eos TIGARD DOUBLE CHECK ASSEMBLY 53O TIGARD 2" & 1 1/2" WATER SERVICE(5z)� CD3 L NO SCALE NO SCALE NO SCALE NO SCALE SHEET CONFORMED TO BID DOCUMENTS 20 OF 141 f i t 1, 15 i . COATING REPAIR Q PIPE LEAD WIRE OR MATERIAL PIPE JOINT BOND GABLE . REPAIR POLYETHYLENE p EXOTHERMAL CONN . ENCASEMENT (DIP) 6 PIPE COATING I PIPELINE TEST PIPE WALL RUN WIRE OR CABLE G.(BLUE) WALL 4' ALONG PIPE Q 'i TEST LEAD ROUGHEN COATING TO BE T / ii 3 FIN GR STATION VAULT 00 • 0 PIPE LEAD WIRE, PIPE JOINT BOND PIPE EXIST COVERED BY WAX TAPE PIPELINE TEST EXOTHERMAL CONNECTION - DIP METHOD `$ • 8 r v• (BLUE) " 5.�� \\\�" �� NO SCALE WAX TAPE COATING . ^ ' R / PIPE LEAD WIRE .• iv'� v■ iBIRL1 B' GRAVEL DRAIN 6 PIPE JT BOND vv • _ O` O SLACK COILS Of I' EXOTHERMAL CONN (TYP) I I : 6 PIPE LEAD WIRE a 1 1 a M! .8 Jr BOND CABLES _.� ----COPPER SULFATE TEST LEAD WIRE ID —COVER FLUSH WI TOP 1 1 1� 1 RAISE THE •� °� (TYP) O O MARKERS NOT SHOW OF CONC --T- • I I • -T-- INSULATING AND • . I.REFERENCE ELECTRODE I I ' SEALING GASKET AS ~ (YELLOW) B' THICK x 2'-0' SO i/ 1 I CONC PAD FIN OR I I HIGH AS POSSIBLE ,� -a ' 70 PAEVEM M -" N4B12" EW _- _ I BRIDGING OFOR THE [ 1Tj (' '' _� �1''� � 1�, (CASKET BY FOREIGN Cp. - §5,. ..v..�-yr I1 �11 r CONDUCTING �G. 1,���1} ���� —//� //y� `��\� MATERIAL IN THE .0 �) + �� 12• ,■--■1 yI! PIPE. ti L • CAULKING COMPOUND o `? • '� SLACK COILS OF i �I_ \_ !Fir- w TERMINAL BLOCK APPLIED OVER AND FILL ALL VOIDS AND CREVICES o �PIPf LEAD WIRES 1 •1 AROUND BOLT ENDS d61. yo 41 ] N TRANSMISSION O ! 1 8" GRAVEL DRAIN FOR A MATERIAL ���� WITH MASTIC. PROVIDE A y� d t S' PVC PIPE, 1 �� SMOOTH TRANSITION FROM f MAIN COPPER SULFATE THICKNESS OF 1/1' FLANGE TO PIPE.(TYP) `a9.11 +-. TEST STATION 3' LONG BROOKS CONC SRT PIPE JT REFERENCE ELECTRODE TAT 1 ISOLATE EACH STUD — VALVE TAT \ PULL LENGTH BOLT FROM PIPING BY f BONDED JOINTS NOTE: FULL INSULATION INSULATING SLEEVE DETAIL G, THIS SHT 1. NO JUMPERS TO BE INSTALLED. PIPE LEAD at::: FULL-FACED INSULATING WIRES STEEL BACKING WASHER (TYP) AND SEALING GASKET V E. DIP TEST LEAD STATION e DIP MONITORING TEST STATION TERMINATION(I I (1.0. 118 INCH LESS H . C Ip INSULATING WASHER (TYP) O NO SCALE NO SCALE THAN FLANGE 10.) Q •� NOTES: UJ c c 1. SIMILAR FOR CONNECTION AT BURIED VALVE FLANGE. >.0 e UNDERGROUND 2. DO NOT PROVIDE HEAT SHRINK SLEEVE FOR NON-BURIED COPPER SULFATE 1 INSULATED FLANGE APPLICATIONS. p C) REFERENCE ELECTRODE Y 3 u 0 MIDDLE RING c..) C m OF MECHANICAL CPLG TEST LEAD STATION VAULT D BURIED INSULATED FLANGE NO SCALE - NO SCALE BOND TO FOLLOWER PIPE ADAPTER #8 MG TYPE OP RING (TYP) (NP) [CABLE (TYP). PROVIDE - CO2 Y I� �I EXOTHERMAL WELD (TYP) II MIN OF B' SLACK WIRE �� 00 ' ONE OF TWO I �I BONG CABLESMWIT HMOPEER )OINTION 4' MIN __ _ .... U"________ CABLE TYPE CP WITH 8' SLACK II 12 AND TYPE CP ImmEmmEmmwmum I lillir CABLE (TYP) FOLLOWER RING " `A, AMMO ` \` _ Q OF MECHANICAL CPLG MECHANICAL CPLG NON-INSULATED FLANGE _`_`_`_`_`_`_``_`_`��` ','/'/'/'/ IJ�, (COVER WI SHRINK (COVER WHOLE FLANGE Wl } CD 0-0 .4c SLEEVE OR WAX TAPE) SHRINK SLEEVE OR WAX TAPE) CEMENT MORTAR / RUBBER •0. LINING ENGAGEMENT R UJ ING BASKET _Is. O NOTE: JOINT BONDING OF MECHANICAL CPLG 1. POLYETHYLENE ENCASEMENT NOT SHOWN Q Z...., CC 0 AND NON INSULATED FLANGES ® TYPICAL DUCTILE IRON PIPE JOINT BONDING el R W C7 IJO SCALE NO SCALE OF...Q jW Lu a U.. FW—ti " QZ O cc Q 0 J DESIGNED: IDS DETAILED: REV CHECKED. 101K APPROVED: JAM DATE: FEBRUARY 2014 0 112 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 CD4 CONFORMED TO BID DOCUMENTS 2 OF 141 k 1 ts 1. 6 Iii 1 I GENERAL NOTES 5 S I)STORMFILTER BY CONTECH STORMWATER SOLUTIONS;PORTLAND,OR(BOO)548-4667;SCARBOROUGH,ME(877)907-0676; 8 UNTHICUM.MD(8GG)740-3318. Q ND 2)FILTER5 TO BE 51PHON-ACTUATED AND SELF-CLEANING.STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES.EXACT NUMBER REQUIRED TO BE SPECIFIED ON 917E PLANS. © © 3)INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED.JOINTS TO BE WATER-TIGHT. 4)STORMFILTER REQUIRES BETWEEN 2.75'AND 2.9'OF DROP FROM RIM TO OUTLET.OUTLET PIPING TO BE SPECIFIED BY ti „ ENGINEER AND PROVIDED BY CONTRACTOR. PIPE TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. a ffi --- - --- — 5'-3' ' -__^-�- 5)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAJNTENANCE GUIDEUNES FOR MORE k it 1 5 -2'-4 1/2' 2-2 1/2' j INFORMATION. y a t -r -- 1 I/2"Pvc view. 1� \ • I CARTRIDGE CONCRETE • It a N . .�� � CATCH BASIN STORMFILTER DATA Ez :A ILIO 1/2' ii 4?!! , I T STRUCTURE ID -ID _ ai:sOo'i�•Ao 0 0 WATER QUALITY FLOW RATE(cT5) WQPLOW ��1� \ate Lu ce 2'-3 I/2` /� / I v RETURN PER'OD OF PEAK)FLOW(Yro) RETURN Mal. X TF 1 li__d / 4'0 CLEAN Our WITn PLUG . ` • CARTRIDGE PLOW RATE(I 5 OR 7.5 qpm) CART w f _ _ MEDIA TYPE(CSF,PERLITE,ZPG) MEDIA = iv m ffff ��>•w� I/2"PVC BAEFL[ RIM ELEVATION RIM U PIPE DATA: I.E. MATERIAL DIAMETER 1-CARTRIDGE CATCHBASIN-SECTION VIEW Cil) INLET ELEV MATERIAL DAM ~�' o_` "-tiff OUTLET ELEV MATERIAL DIAM Q , °i CONFIGURATION >. a °o o m`O OUTLET - oI ..$&� 1-CARTRIDGE CATCHBASIN-PLAN VIEW O / ca o U v `.OI V 3 oo T m 'A2ir�i Q. > . OPTIONS(AVAIIABIJ_AT EXTRA COST): CO m• 8 —�� ❑HOLE-OR JLA& STUB OTHER THAN 12' 1 13/4' 33"TO 35" ❑CLEAN-OUT IN WEIR OTHER THAN 4' m Q '{ �• (2.75'TO 2.9') ❑DEE P OUTLET CORING(tT PIPE iii!Lii III OTHER:ANGLED OUTET PIPE(5E--�e I/2"PVC WEIR r �{ G —+1 _ilhlr- 1/2'PvC BAFFLE owner fl! ,. 4..: CI CC I 3J4' ,I�I■i 4.0 CLEAN OUT .._-_:- ___ _I.. LL WRH PLUG \\ ‹, Z `1 CD a0 ti H ti u- 1-CARTRIDGE CATCHBASIN-SECTION VIEW OC s' — ' X Q Cr I \.............. idi . I''6' -_`—`- --- I I Ell CO 1-CARTRIDGE CATCHBASIN-SECTION VIEW O I O ~4 1 TEE 9TOR/AWAM MANAGEMENT me STORM/ATER MANAGEMENT The STORMWATER MANAGEMEN- Q U 9tcrnfltwll Nom/It 0 WomfitteR U9.PATINE I .9.322,629. U.9.PATENT No 9.322.629. U.5.PATENT No.5,322,629. LLI wo.0707,521.N.6.027436 I .5.707.527.0/0.c.021439 1-CARTRIDGE CATCHBASIN-TOP VIEW O No.9.70],52],No.6.02],639 s Q Q No.6"649.046.N.5.624,576. No.6449.048.No.5.624,576. No.6.649.046.No.5.624,576, AND OTIM U.S.ANC`CO"Gr. AND mnIX U.S.AND FOREIGN 3 AND OTNER U.5.AND FOREIGN Ci) CC Q LLI 02006 CONTECH Stom,weter Solutions PAI[M3 rte- 0200E CONTECH Stemmata.Solutions PATENTS PENDING 02008 CONTECH StoPFweter Solutions rArzNT9 PENpnIG O I'll Ai\ITCALI' CONCRETE CATCHBASIN STORMFILTER A. LiTCALI' CONCRETE CATCHBASIN STORMFILTER N�ARN° AEI LITCAIIJ' CONCRETE CATCHBASIN STORMFILTER DRAmNC w Q 2 cD Ulla`rili�'�` 'F! to-740P:i r! a 11,iii�irA:-I WsO Z PLAN AND SECTION VIEWS 1 SECTION VIEWS 2 TOP VIEW,DATA AND NOTES 3 �C ¢1 ,,, STORMWATE SOLUTIONS_ 6 STORMWATE SOLUTIONS_ STORMWATE SOLUTIONS- J l 1 CARTRIDGE UNIT-STANDARD DETAIL ` 1 CARTRIDGE UNIT-STANDARD DETAIL �� 1 CARTRIDGE UNIT-STANDARD DETAIL Q —conMChRbrmwathr.com DATE:10/11666 [SCALE:NONE 1 FLE NAME:CISFNC-01 10RAWN:MJW (CHECKED:ARO ccr.echstorrwater con, ]ATE:lormos I SCALLE:NONE I ALE NALE:C33FI.C-0TL I DRAWN:Nev 104E0(ED:rim .cr:echs:or o-e.cvr DATE:10/216Ee I SCALE:NONE !FILE NAME:CR8FIC-DTL IDRAWN:MAY ICHECKED:ARO DESIGNED: SOS DETAILED: EDS CHECKED: IMP APPROVED: MAP DATE: FRIFEMIRY 2011 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 CD5 • CONFORMED TO BID DOCUMENTS - 22 OE 141 III ■ n - t 3" LEVEL 2, 112• DENSE HMAC PLACED IN ONE LIFT s7 DOE 'nc0 STEEL 0 m' %A �//�////'/� GIP TO SHED RATER ��i•%/�/i.�- 2" OF 314'-0• CRUSHED ROCK LEVELING COURSE i N g ^; :.: : /6" OF 1 712'-0• CRUSHED ROCK BASE COURSE ' •L'p *' A :e:t-� i�.%�� \r 3%4• STANDARD STEEL PIPE (ASTM A53 SCHEDULE 40) GALVANIZED ANO y ,:�TYPICAL PAVEMENT SECTION l A \ e PAINTED WHITE. I NO SCALE C1 I I I x x x x•72' OF 1 7/2" 0" CRUSHED ROCK BASE COURSE ' ! CONCRETE JOINT TED EDGE CAST IN PLACE TYPICAL VEGETATED Q 2" WIDE STEEL RING (�." THICK) SEALER OVER 1 RADIUS CONCRETE CURB PAYEYENT CORRIDOR SIGNAOE $ WELDED TO STEEL PIPE BOLLARD TO �. FIBER FILLER (BOTH SIDES) (FLUSH) SECTION PER OWE DEG. '•T•"•T'•r•i K HOLD BOLLARD AT 4' HEIGHT. i ' D6790, SEE DNG. = #F a • : �^ .'•. ROIMD TOP OF f00TING TO a °a a ° � /' N . �., SHED MATER .n A S• a St '• • . t:•:.1 I I I , I—I • �i�t.�♦l:t•�f�•��•S�+•�•♦�•�•y������i•.����*•t•.i ...,...,..v..0-.-07.44� Z `_ m—rr •r1�bi�i�if,;,r'j�r.•7y�j..?,�yi�l.�r♦�? •1♦�? /%N �. III ♦:•. • • �..�•t• ••• •Zi• • •*• •6•$• I i FINISH GRADE .c!c!c!r •:.A•..• •r.r .•i'•..0 !..• !.!.0.. .�.i '.?.r♦.?.r♦.y♦. ;`;r•;r'�r,•.• 'r•;=•a•••.'•rtr•,.•.r;r;rI,r,. r:l . . . . . . . . •i.r:r: • , Vii.!LI .•.•A•SO 4•...! •�-,��•�•������i �•F-' a TYPICAL GRAVEL SECTION e tr;`r•r73r r:r4P�.rtr• t �r•. ;.. ,. ....•.: r r r,, �J ° . •.r: �•• it PAINTED (GREEN)"T' SNAPEO _ NO SCALE li m •i r • •� i •*�♦7 -�—� ( 1 FOOTING DIAMETER CONCRETE 4 kr•.r ?•r•r;•S:�.i '�rr y m. • -.::-..:-.'. -III— — METAL POST PER PLAN PLAN : o TOOLED EDGE FoorING ° . , 9 !•fie - 3 w o .i•• •.1/4' RADIUS-\ 6, 4' STANDARD STEEL PIPE AS7M A53 ° , ° �r?� 12' 6' Of 314' MINUS a "� °i"RADrUS e ( 6 . •'4 �•.�•-�•• CDi1PACTED ROCK _ > SCHEDULE 40) CASING .$•� % • "t••: 79111111111:1 =T-77-711, m H w _ s.•,..0.;is i;i:...r:-....�.,••i!i: 4i.4%• • 1" CONCRETE SIDEWALK � v'a 4i 4 I—I I I1=I III •r• r• r r rt7.•r"r rFrtr x'r1r4 -r• 'r• W 44:,,,,E I TYPICAL PAVEMENT SECTION LIGHT BROOM FINISH Ci TTT _ *�i�Li•Ii GRAVEL BASE 5� I. 0 1III—I I—I i•$t.•?!•, 6' OF 3/1' MINUS I NOTE: j A NOTE: 41 INSTALL POSTS AROUND >`ti ¢ —111E-Ill 3•r•I•r•3. COMPACTED ROCK CONCRETE SHALL BE 3000 PSI W p< • • ,--...?... I DRIVE POSTS INTO OUTER EDGE OF VEGETATED ,., 111E II . ' /ii r1;■1 1; AT 28 DAYS. 8 SACK MIX, � m NOTE: ••,•,•.. IV—GROUND GAOUND MIN. 1B' CORRIDOR (BUFFER) y '+y .'.:tdAi SLUMP: 1 1/2' TO 3' ''� < CONCRETE SHALL BE 3000 PSI =III= FACING DEVELOPMENT AT '� W 711 . t ;fty oi.41,1:i:-iii! AT 28 DAYS. 6 SACK MIX, ll APPROXIMATELY 20' ON W g II ° +,:;:i;:♦•.:.�i:+!•��• SLUMP: 1 1/2" TO 3• CONCRETE SIDEWALK WITH FLUSH CURB Cl '� CENTER-SEE SITE PLAN .• .•4•*: .. 4�.. • ;�•♦ ♦ ♦�•.ri!•.�•/ NO SCALE C7 ELEVATION FOR LOCATIONS o 0 CAST IN PLACE- ':♦�:�'''�:'�':''"•"''°'?r • 3 1/2" REMOVABLE PIPE BOLLARD ?l±ehw -1 —I11=111=1 1 NO SCALE VEGETATED CORRIDOR SIGN POST© H c 3 CONCRETE CURB •Z* •: •, NO SCALE I?g m- 6" 314" MINUS ••♦.•'r�• ....It-6- a' m`° COMPACTED ROCK 9• • u,4`"'r _� �� G1. 'aOpl.E CONCRETE VERTICAL CURB °� ° ..o ;. u�o T y NO SCALE V u 9 "' O. GRADE GRAVEL 10'-0"AMAX 10'-0' MAX Cr€ m ek m°a:. AREAS TO DRAIN V-- OUTSIDE 'S TO ASPHALT \ 1•R. 1" J Jg PAVING 1.R J TYPICAL PAVEMENT SECTION LINE POST FITTING CHAIN LINK m CO m /J TOP RAIL FABRIC �' L V I ��/,' - POST TOP _ POST TOP O TOP RAIL yy�� NOTE: Protected • j•TT•WI•�'♦•rg ! CONCRETE SHALL BE 3000 PSI •I:�- ' CORNER OR Natural Area ♦4 :41 �II•••011 AT 28 DAYS. 6 SACK MIX, CHAIN LINK FABRIC TERMINAL LINE POSTS P •w• • •�•■•y�•�i SLUMP: 1 112' TO 3" ; FASTENER :�:Il POST 0'-0' OC MAX _ �r�r•.•O.;•r.>r..•r..?.:?.:?:•?Y•AVA p �:: FKIRIZONTAL BAACF •. :RETC.•:.:::. ... m 411r:�p����p�� _ ° C •STRETCHER 64A•• ••II� FASTENER A'' _ 6' 314' MINUS j�:�r.♦�j4; I-1,1 1 1—I 1 1-1 I I ''''l2 TRETCHER TENSION ETRE ` ^M COMPACTED ROCK - •.•. — — — ❖:• - I • 12" ••�1- ,'•'•j.'••'•'•••••^•,❖ :•_:. DIAGONAL TENSION Vr Q 1 <LL CABLE WI TOGGLE ' FINISHED TENSION WIRE :: :�: ���.•• GRADE FINISH GRADE P AP GRADING CONCRETE MOUNTABLE CURB r s :;:� �::❖ Q z -I i $$$:.,,• ,I; PLAN AREA'SIGNS SHALL BE RACED IN A MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE • Q O til NO SCALE ® .::::.....••O:i❖::�❖:❖�❖:•• ,_ AREANINGOFETATED RNLHEARASWELLASAT ALLPOINT SOFENTRVSOCHAS THE QD Q - BEGINNING OF PATHS.TAIL HEADS AND ANY PLACE THAT THE POBLIC MAY WANT OR BE 1� ~I I- UJ 1. 1, ..I I-, ABLE TO ENTER AREA. 1 =Is- UJ rI POSTS 8 FT. O.C. MAX. FL 0I- 0 I EXTERNAL PYRAMID CAPS • I. C II ENSION WIRE �` I CC _ o co CRONN FOR DRAINAGE I W E 4' X 4" MIN. VINYL POST, SET PLUMB 1.. ' 1 0 11,' CONCRETE FOOTING J ti 1 114 p CONCRETE - 2800 PSI II 9' DMA. MIN O. ti . H "C B 28 DAYS TYP. - •'11.• 3'•0' MIN DEPTH 11,451‘ O M>-I CO U. U I (LINE POSTS) 1 1' — 1--- °.1 L. • 12' OIA. MIN Protected . w C_ Q U Q 1'-0" MIN DEPTH W Zt B" OrA. I •I I' Natural Arse RAIL/POST CONNECTION PEA MIN °u'. OR • Q CC Q MANUFACTURER'S SPECIFICATIONS (TYP.) — POSTS) r i-ti J n / 1 1/2'XAIL1/2' MIN. 12' NSA. 'I W ‹ C W FENCE ELEVATION (TYPICAL) FENCE SECTION (TYPICAL) Y CO J NOTES: FINISH OR EXISTING GRADE 1. FENCING SHALL BE CHAIN LINK AND SHALL CONSIST OF ex..AS THE SHALL OR,.SEE FOR AREAS WHERE LOT LARGE JAC 4J MO OF SIGNS ARE A NEEDED I BLACK VINYL-COATED CHAIN LINK FABRIC WITH BLACK SLATS ON STEEL s.;c-As THE BACK oR sIEE BARES ON EACH LGT An�ACENr TO HE SENSITIVE AREA OR 1II—! I-I III _ I I — =1 POSTS. VEGFTAIFO CORRIDOR IN NEW SUBJNISIONSOF PART ITONS. _Illy 1l—{III—_I I I —III—11 j-III-III—III—III-1=I I1 III 2. ALL POST TOPS SHALL BE FITTED WITH SUITABLE FINIALS. 1I qC6 I-III— 24' MIN. BURY 111—III cIi DESIGNED: =1111 1 =ll 4" MIN. ()KEPI COMPACTED 1I=Il I= 3. HORIZONTAL BRACES SHALL BE SPACED APPROXIMATELY 4-FEET BELOW TOP OF DETAILED: DRAIN ROCCH POST III III TERMINAL POSTS AND SHALL EXTEND FROM END, GATE, OR CORNER POSTS TO CHECKED: _ FIRST ADJACENT LINE POST. NOTES: I APPROVED: LI I II— 4.I I.—�-I I- 4. TOP AND BOTTOM SELVAGES OF THE FENCE SHALL HAVE A TWISTED AND VEGETATED CORRIDOR DATE: 1. FENCE TO BE TAN IN COLOR BARBED FINISH. D 7 1 2. CONTRACTOR TO SUBMIT MANUFACTURER'S SPECIFICATIONS TO OWNER FOR SIGNAGE IF THIS APPROVAL PRIOR TO CONSTRUCTION. DRAWING NO. 790 RE'"sEO•2-OF O•modu••YAIa MEASURE I THEN DRAWING Is 3. FENCE TO MEET ALL CLEAN WATER SERVICES REQUIREMENTS. CHAIN LINK FENCE El Nor 10 FULL SCALE VINYL RAIL FENCE (2-RAIL) ® A NO SCALE PROJECT 175069 NO SCALE CD6 l$ t CONFORMED TO BID DOCUMENTS 23 OF 141 J 1 t i 1 • LOCATE FRAME MD COVER ram EWER MIDGE OF AT LEAST 12•N MOTH A/I�F NOTES: i 'P�'I 1.ALL MANHOLE SECTIONS SMALL CONFORM p ir ` K YK. TS NOTES: TO THE LICB EMROV OF SS OF C-478 i KNOCKOUTS ALL PRE-CAST MANHOLE SECTIONS SHALL AND APPLICABLE PROVISIONS OF STANDARD `�•' CONFORM TO THE REOIIIRDIENTS OF ASTM MMNOE,DRAMNG N0.010. . F C-47B AND APPLICABLE PRONSIONS OF 2.ALL JJINTS AND RUBBER GASKETS SHALL CONFORM TO THE REOGREMEN75 OF , au II IL. STANDARD DRAMNG N0.010. A51M C-.43. GRADE RING ADJUSTMENT RENT w YAKMLM 27 FROM MOM FRAME AO COMER 01 • TOP OF MST STEP - WATBITIGRT FRAME ANC`:_Z. i F II TD TCP OF CASTING S GIAMNO O.1/0.5A/ST Q NM 120 • I FRAME N NON-SHRINK ENCAPSULATED - e'MNINUY ♦4. lT RUBBER GASKET NOTE& -6 T} D�RIO�E�:PT, (2.4 OR e') "r4 .••� ^� 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO'HE �MIY 11.8Ei IN je N01-WANK GROUT • PEOAREYENTS OF ASTM C-478 1 PVC _ k•I ALL POURED N PLACE CONLREIE SHAL MANE A 28 DAY PPE I/TT STRENGTH CF 3000 PSI,MC SLUMP OF T'TO 4•. ' �ALL JONTS SHALL BE SEALED M1N PRE FORLE➢GASKETS STANDARD ECCENTRIC SUU AS KENT-SEAL NO.2 RAY-NECK OR AN APPROVED ' Mr CONE MAL CONFORMING TO METAL SPECFICAT10N SS-500210. E7-' SATEEN IP ALL P.PE CONVECTIONS TO MAYHCLE SHALL BE WATRTIGHT. V PP_CONNECTORS OF 24'OR GREATER SHALL REQUIRE A • PrnNC Ir e U MM4C_E M0 CHANNEL DETAIL �M Ji (Mg 8 PP_CONK-LIONS OF FOUR OR MORE MNNLIIES SHALL HOLE STEPS BEE �PEOJ'PE A 4ANIIOLE CORECTON AND CIIAFI4 DETAIL l STD DRAMNG NC 100 3/4 7. FRONDE A MINMUM CP r OF NTACT(UNGSTURE D) MANN=SECTION PVC SANDED BELL PPE ,MAN^CAE WALL SE711IEEN PIPE BREAKOUTS AS LEASUFED r (VMIARE I'-4') OD H.j.ON THE IN90E FACE OF ME MANHOLE IM. 8 BREAKOUT OF WALL FOR PPE S(AL BE 2"YNMLM MD �•�' �. 'lif �6. 4'MAXIMUM CLEAR OF PPE WALL. I �� •.•. °�,�, .'... ..�� e"MIN JOINT DETAIL WILL VARY BY /� , -g, 3 ! t I g 4 P. TM DETAIL UNITED TO NAMUR INTERCR DROP OF 24• • pp • MANUFACTURER !9 ' FOR SANITARY CONECIION AND 46'FOR STORM ��� r • • 0 e • • ••3.CONNECTION. a•YIMYLY 4.° z < '0 CONK STION. E USED IN AU_EAYLENTAAFEO(SF KGR-N-BAND ;? • •�. • e ° °O'Sgyp --� �Q�- ` � vF s- STREET AREAS STANLESS INTERNAL "'e44 00• °peoee a nd vN S"MNIMUM O _ y)�"'•17•NI STEEL BAND NOT-SHMIONO GROUT < O- N N•IML ••,TRUCT CHANNEL i - F(N CONCRETE PPE AND SHELF IN FIELD 2 c7 1 0[immium te LIME *0 ONE RSLOPE ) PPE/OFD 0.E A INTERCEPT 2"MIMMW OF K•-O• _r �\ t'/rT.SLOPE 1YP. PPF COMPACTED BASE ROCK Aff a CA FLEXIBLE rl- Nil • �AV.1 COME Mr L' V _IIu_r.__11I* I Ci �� SMOOTH MEN WAND.TO WNW ° KOR-N-SEAL BOOT ~ 0 CO� N 3/4 VERTICAL HOCK G'PPE y.";.;•,..I.,.•-•:.,t ,ft.Z_1..•y., Q ,W K:,pr• Tr TOWN GF i'-O•WYNACIED 41',..1"Y � "'•III',-,. ' W° o c o is' BASE MATERIAL STANDARD MANHOLE GeanWater'Services PRMANHO MANHOLE BASE QeanWater?Services GASKET SMANHOLE R Clearwater' Services V , mI r,4A" W REVISED 02-03 ORr....Ma..ctr.. REVISE)OS-D7 Our.mmibrol b dm. O•r e.mdtm.k.I.m. = > ..--, DRAWNG NO. 010 DRAWING NO. 020 DRAWING NO. 030 REVISED 12-06 o M e0 ...co U CO NOTES PRE cASI ll'COwuL - • W n -DUES(21 SANITARY m O _ • ALL STEPS SHALL CONFORM TO THE COVER ONLY - - - REOUIREYENTS OF ASTM C-478 2.MANHOLE STEPS MUST BE DONT ANO FIRMLY EMBEDDED. 3.ALL STEPS SINN A MANHOLE SHALL 1•FLAT FACE LETTERING •'" RE OF THE SAME DESIGN,TIME.AND �s 512E (VIKING 01 UNMATCHED STEPS (���:� ♦ • `1-1 P IS NOT PERMITTED). I� 1 1.r /• cr LLJ CC •t.} :� I .,. ,NTT (IS)3/4• I LU CO •J z COPOLYMER POLYPROPYLENE PLASTIC s u - SANITARY PLAN VIEW HOLES S N COVER BACK tiry.a! ti w 1/2•GRADE 80 RENFORCEMENT j� ,• •• ' V CC C `.I 2'-3/' Q U - I w 24 3/4• DMA. LL.I a. AN-T�.x_ ,_, 't ii/�i/r••:/iii�//ice.i///�:/i/�ir.�/� p � � } 3-3/8'FOR I _/-/�J C F CO W -I PLASTIC SAFETY STEP r -1 ; I/4. r 7/8" 0 B-'-B-5/6' ♦,,• A w f 27" . .. . I W O CO UJ /6 3/4•GALVANIZED BM : „t t�///� %„�i 7 1/2• so. ..•- V �Z•I MATERIALS: �/ ...;;' ••• T PICKHOLE DETAIL DAL ♦:. .. • Iy i ! 22 1/2` DL. p GALVANIZED: j:.41.' i'..00 A(3/4'OA)GALVANIZED DEFORMED REINFORONG BAR. '�"^�.�'•.• 24-1/2' I SECTION VIEW RENFCRONC BAR CONFORMING MIN ASHY A.-en GRADE 40. 't'*••0; f GALVANIZED CONFORMING NM ASTM A-123. +� � 31' PLASM: DETAILED: EMS _ MUST CONFORM WITH ASTM C-478. " • CHECKED: MAP - __ STEEL REINFORCING BAR MINIMUM 1/2"GRADE B0. ��"IF' ��. BAP MEETING REDUIREMENTS OF ASTM WS ENCAPSULATED NOTES NTH INJECTION MOLDED COPOLYMER POLTPROPTIENE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS DATE: FESHA NRY 2014 MTH SERRATED SURFACES i 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. 0 112 1 4 FOR OALVANIZED STEP 3, COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4 NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARD STORM WATER IF THIS THEN DOES NOT MANHOLE STEP MEASURE I. THEN ORAYIND IS �'" �` NOT TO FULL SCALE CleanWateri`Services MANHOLE FRAME AND COVER ©�1 vices MANHOLE LID QeanWabel `�Services P1750 9 175069 REVISED 02-03 o°°°U°aIM.W DRAWING NO. 110 SANITARY REVISIT; 12-08 Our remmllm.RtM elem. REVISED V-GE Our commits..M dos. DRAWNG NO. 100 DRAWING NO. 120 CD7 •I8 ■` CONFORMED TO BID DOCUMENTS 24 OF 141 f i I I itI 1 • B . Q 't 1 GENERAL NOTES FOR DETECTABLE WARNING DETAILS: ' I LI 1. TRUNCATED DOME DETECTABLE AWNING SURFACE DETAILS 4 LOCATIONS I / KEYNOTES ARE BASED ON UNITED STATES ACCESS BOARD STANDARDS. / 2. PLACE TRUNCATED DOME DETECTABLE WANING SURFACE IN THE LONER 2 ADJACENT TO TRAFFIC M I /. I 0 CONSTRUCT ADA COMPLIANT CONCRETE OF THROAT OF RAMP ONLY OMILESS OTNERN'ISE SIAOIM/. I I I % I O SIDEWALK 8757 PER 0007 STANDARD ARRANGE DOES USING SQUARE IN-LINE PATTERN ONLY. DRAWING RD757, OPTION 0. COLOR TO BE SAFETY YELLOW IF AG COLOR SPECIFIED IN CONSTRUCTION NOTE. ALL PRODUCTS ON AN INSTALLATION TO BE IDENTICAL. I ADA 3. ONLY USE DETAILS ALLOWED BY JURISDICTION. 1 ^ I . O SIOET KTRA L TTS ESE p J I / I DRAWING 80756, OPTION E. $!0 I � I / 3 CONSTRUCT CURB AND GUTTER PER CITY OF $ I/ O TIGARD STANDARD DETAIL 126, SEE DAG I ♦ 0 1I CD3. a i.J' TOP DIAL �' SEDETAIL F IA)IVIDUAI. I g�5 50AToeeti o 5 I / EtLe3 OF BASE CIA. •CTRL TO CTRL SPACING L-1'1-- �i r••_ 1 % 1 \., e 1.6' YIN. T. liiiiiiiii/ • I / I Kr:NefKih.0 2.4 MAx. }r,iiiiiiiiit % zs 1znB Y -::1'.:7,. O 1 Hiiiiiiii�e I TAX LOT 1600 Curb '' 0_, lifillik: BASE DIA. ••BASE TO BASE SPACING w 0.0' MAX. 0.65' MIN. 4 f C 3 Q 1 f/. .. �\N•TRUNCATED DOME DETAIL TRUNCATED DOME PATTERN = a I TRUNCATED DOME DETECTABLE WARNING SURFACE I MATCH L__ / m m EXISTING II I / I <. .p ,t;�2 r . -30.0' -- 30.01 II �� . 0045.I g 71 I i7 a� I O0 p V$ m°�S S x 1 - Q 1'" -� r - 1••.+ . I 137.36 1 5e •e kp - - - - !,:.. 137.23 0 • m m Y 8 eats— , at t 8 C� 8 Ir, 4' WIDTH AT I , O FRONT OF DOME \ L .. . �;�•• a '•� •+ ' '� •L_•„ :, .., • ' v $ Q 797.39 �I — ' ' •._ • © 4 I•TINB ® BIKE LANE T 137. J I 137.46 -- O 01• SW BONITA ROAD N "' o W Ni ___ ___ IP ___ ___ ___ -__ All --____ ___ • ° — 1 — '-mac a M Ili cn cc >,/ b .... z co i DESIGNED: KA DETAILED: JLP CHECKED: MAP APPROVED: IMP DATE: FEBRUARY 2014 • 0 //2 1 NGVD29 NOTE: IE=INVERT ELEVATION 10' 5' 0 10' 20' IF THIS BAR DOES NOT TC=TOP OF CURB ADA RAMP SITE PLAN MEASURE 1• THEN DRAWING IS■ NOT TO FULL SCALE BC=BOTTOM OF CURB 7' ` 10' 1"=1O' PROJECT NO. FG=FINISH GRADE 175069 t, CD8 ii CONFORMED TO BID DOCUMENTS 24A OF OF J r I, 1 IS NOTES: a # 1.SEE L2 FOR IRRIGATION LEGEND AND NOTES. g 6 a 2 WETLAND ACCESS IS PROHIBITED. I / 1 G� 3.COORDINATE! IGA71ON MRTH FENCE ANYJ SIDEWALK a t © INSTALLATION.SEE CIVIL DRAWING Cl. $ . p • • • • �� 114• KEYNOTES 4 �' V) i / • 3/4" f 114• O1 POINT OF CONNECTION TO IRRIGATION SYSTEM. ' - "�. l/� SEE CIVIL DRAWING C6 FOR CONNECTION TO 3/4• :, • 3H' —� ..""T"•/rte../ l4' i ,�..../ REDUCED PRESSURE ASSEMBLY,&ACKFLOW ■ 1 3/4• �I I`i 'l/4• '�I- �-/ ASSEMBLY,AND 2•WATER METER •-._. • • 2 CONTROLLER-SEE DWG 1.2 FOR ADDITIONAL I I 11 114. _.� • �• ■ ■ O INFORMATION AND ELECTRICAL DRAWING E4 FOR / • LocA MA 1 1!2' I 1' • 1 1/2' 914• ,e• 1 1 UTILITY YARD i 1� I l4' f. ` .... • a 1•I (GRAVEL) .II 1 ( .__. \ O INSTALL SOLAR SYNC SENSOR ALONG ROOF LMIE f 1. • • EXISTING AT SOUTHEAST CORNER OF BUILDING. .- 1 I NH �I IIFTLAIn '�• •� ��1 1 L:,:Li-;.. 1 a .. ® , 1 I I - .-' 0.� � W ii �� 1 1/2' �. 11314• t E al r `g , I — \�• ^, Y .` 314' 3/4' • } pIBT$�� # 1 1 5 . ^! � r 0 ©'"". :` 314• • 1:�.� ;�_._ �'� / s� OREmu + T _ —. �I 1 ' • _ �.-` /+♦ Alt f1 I 1\I -_— — © 1 40,4/4. �a/4• 0 _o 1 1 .1 I -- --411. 3/4• c fl 1 BONITAI r /! 1+x.1- F� ? a iggi `` PUMP STATION I 1 ` / - / 11 %r • ■ 4 414• l4• /41 o E $ f ?� x8 t gni �I 1 an� N. YESETAT� V I 51 eD I I o a �;. 3/41 ♦ \ ' `:,1` CO m. a W MMUS 0 .._11 lik—--_!..— = aie •• MUM •��3/4' 1' 1 1• / \I O0 ig SLEEVE ti \ /j VEGETATED ' i 112' L LLL! 2' +`-11• , / CORRIDOR 1 /f' I �l•-l4' * 1 / AFAL 3/4' I j0 i I 1 ; 314' ( /4' II I :, • y�.-� _.i. _.� • / / Q a.O ®®® --EXISTING -•--L♦ - IL _' '�'�• • I. /— ( $....4/`..1 Isi WETIAVD 0. • '7 _�_ �r_>.�_� ■_�.-��_ ° -_= •� _ _ 1 1/2' / . 1 a U O m�� �; 4' 114' 1 ^ ti w w w w w w -w --w �. w _-_ `_�_��_ J �. / / ` C'1 rr^^ L A.// / 1 H �"� w V����V A / 3/4' / �� Q 2 CO J w / ��, ONITA \ ` /4' / COMMUNITY CHURCH w ■w LISSIONED: GIN DETAILED: 11F6 \ pELYVm: MT APPROVED: NV DATE: FEBRUARY 2014 0 1/2 1 IF THIS BAR DOES NOT • MEASURE 1• MEN DOMINO IS MOT TO FULL SOLE 20' 0 al, 4r IRRIGATION PLAN PROJECT No. L 175069 I•=20' 1'410' p. L1 §- ` CONFORMED TO BID DOCUMENTS 25 OF 141 J / k ■ s leg IRRIGATION LEGEND $ E i IRRIGATION HEADS IRRIGATION PLAN NOTES YY�� S $ I SYMBOL DESCRIPTION IANOFACTU9ER MODEL NO. PSI RAO. GPV 1. SYSTEM OPERATION AND DESIGN IS BASED ON 80 POUNDS OF PRESSURE AND 37 GALLONS PER 1 b MP ROTATOR HUNTER MP1000-90°-210° 40 8'-15' .19 MINUTE AT THE SHUTOFF VALVE. THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE A' MP ROTATOR HUNTER MP1000-90°-210° 40 8'-15' .37 AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNER IF THERE IS A DISCREPANCY. • MP ROTATOR RANTER M'2000-90°-210° 40 13'-21' .40 IN MP ROTATOR HUNTER MP2000-90°-210° 40 13'-21' .48 2. CONTRACTOR SHALL REFERENCE PLANTING PLAN(S) PRIOR TO INSTALLATION OF VALVES. MP ROTATOR HAVTER MP2000-90°-210° 40 13'-21' .74 LOCATE VALVES IN PLANTING BEDS WHEREVER POSSIBLE. ADJUST VALVE LOCATIONS TO MO MP ROTATOR HINTER MP2000-210°-270°40 13'-21' 1.10 ELIMINATE CONFLICT WITH PROPOSED PLANTINGS AND PLANTING PATTERNS. 41 MP ROTATOR HUNTER MP2000-380° 40 13'-21' 1.47 ES MP ROTATOR HUNTER MPLCS515 40 5'X15 .22 3. VALVE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S g ® HUN MP ROTATOR TER MPRCS515 40 5'X15 .22 REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. q i e M'ROTATOR MINTER MPSS530 40 5'X30' .44 p2 4. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AND * d $ 'SPRAY BODIES SHALL BE HUNTER PROS-12-PRS40-CV-A LAWN AREAS ON SITE BEFORE STARTING MORK AND IMMEDIATELY NOTIFY OWNER OF ANY - DEVIATIONS FROM PLAN. 9 ° 5. NOV TREE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE P. S 8 IRRIGATION EQUIPMENT OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. (SEE L5 AND LB FOR IRRIGATION DETAILS) F S 1 8 g 6. THE CONTRACTOR SHALL INSTALL QUICK COUPLING VALVES A MINIMA OF 200' ALONG a tz p o W SYMBOL DESCRIPTION MAINLINE AND AS SHORAN ON PLANS AND DETAILS. i t a ; 'g REFPOINT OF CONVECTION 7. THE CONTRACTOR SHALL INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION WNW ON UST$pp �-FEMJTE CONTROL VALVE - HUNTER ACV THE DRAWINGS PER THE MANUFACTURER'S RECOMMENDATIONS. THE OOINTRACTOR SHALL ��� �C.6" VERIFY THE LOCATION WITH THE OWNER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL ` H GATE VALVE - SEE DETAIL 8/L5. EXTEND CONTROL WIRE CODIJIT FROM CONTROLLER AND DAYLIGHT SIX INCHES INTO f.10:51 IRRIGATION CONTROLLER - MUTER I-CORE SERIES - SEE SPECIFICATIONS. PLANTING BED FOR INSTALLATION OF AUTOMATIC VALVE WIRES. T-. > [,A� [-.ROAM U Ell SOLAR SYNC SENSOR - SEE SPECIFICATIONS. 8. AMAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. WAIN AND d OREGON Pi LATERAL LINES SHOW IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS t� UNLESS SPECIFICALLY SHOW AS PASSING UNDER PAVING IN SLEEVING (SEE LEGEND FOR -C' AR I ClY RRIGATION LATERAL LINE SLEEVE SYMBOL). THE CONTRACTOR MUST OBTAIN THE ENGINEER'S APPROVAL BEFORE lit Ar MAKING CHANGES IN ROUTING OF PIPE OR LOCATION OF VALVES. NOTE: HEADS LOCATED ON BELOW GRADE PIPING SHALL BE POP-UP TYPE to PER LEGEND AND DETAIL 9/L5. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING AN ARAM RIATE = c OR POWER SUPPLY TO THE IRRIGATION CONTROLLER LOCATION. . m v lg s --- - IRRIGATION LATERAL LINE - TEMPORARY ABOVE GROUND UV RESISTANT y c 5 p 1 NOTE: HEADS LOCATED ON TEMPORARY ABOVE GROUND SHALL O a BE STAKED ON RISERS. SEE DETAIL 3/L8. `p g 4111 ti N.. IRRIGATION MAIN LINE - 2' PIPE • ALL MAINLINE SHALL BE BELOW GRADE. - /22 C ; Ins x IRRIGATION SLEEVE - SIZE AS INDICATED ON PLAN - SEE SPECIFICATIONS. U d � 3 L 0 .0 v� O CONTROL VALVE TARGET STATION NUMBER CO m° NO C Aim • op AREA DESIGNATION, L=LANK S=SHRUB D=DRIP _ 1D INF FLOW IN GPM L� VALVE SIZE . 0 LU (D QO 0 2 U LU CO w � � ow WQQ J 5.ca;5". Jo Oti F- Y�Om cr Q cc J 0ESINND: OM _ _ _ DETAILED: We CHECKED: MT APPROVED: DAs DATE: FEBRUARY 2014 0 III I ins IF THIS BAR DOES DoT MEASURE 1' THEN DRAWING IS HOT TO FULL SCALE PROJECT NO. 175069 _ t L2 2- \• _ CONFORMED TO BID DOCUMENTS 26 OF 141 de F07000_A 070°1 • 12 I 'Y. .q : IT_A:11 - Y / , i Al* - _..,,t, . u1F im g m . . _ 0 , 100 -.. - IrA I ( • CIF: SI II r pl. , .§ ,, ,., ,... , ,. 7 Qz y I ' • yyy� o. -- oo••r Ilit%D I I....- A.-. i '..''' I I A .gigt,:',,4c1,4`,/j/iifr:11$4iii , p I • g M s g , : :WWA Ww,-,,,. 4f,,,Alp, •.°°. , --I). 6 Or r Ay",Firr,".jvVv. '*' 2 ii 11/'''' i'/� 7o00O0� I N I$ I 1 1.,' I _.. .. 1 , , • 1 I I/1 fill; .F0 01. ,,' Ip&•••••~�f ��.�� . . �_ -' >�. �. Q i❖•••00❖•❖.• .:; � llj' - o v o I �_� %jl/ ' �� I .••••...v. 4e y �jy/I e it 11 1 ••O 4.:.' �[f'� � o V., dA ovvo r / vvvv '��//� , ��fjy 0 a i 6/8 II :- El)•. ij� / " li, r ' 4th,,4143' 4103w A R f ) 1 i // I 17 / file+4; 4,____ _ Ng . ,-.4 -----t--- — or, ( Iumillillir' - ___ 411° ' el / , JP s /' / ao ai ' 4;' •k-4, Ate-i44tik4,-;-4 Itl' iV. ,01/10/6,11k7.,,L4).,) , leit.1110.- All Allorom-66051' IiilNp ,/ I g ,, i „ /,t,...,..2. illt,-4-0 itit „4„.40 ii,,,,.. 411101killionik ow 0 0 / /1( /%//� 'rte..`i, 4j �sja /�/ / Y%v/ ` �`_*A ' X37? "Aro*• 9 tbirowooldli 1 f i 1 ....:d00 49 .,45, 3`7 .1 -0, ,,,,,,,t, 4,-.--- mit 14417 t' ''-ar. 6:9 40.5:Y.:"34`'6,9 434 SC, ,/ 041:114111111 I. elSrlf:(7, ..7.. •OW. I • n / p 7,/ 4,ce/- le:4e-...,, i �: i I'''';'. ,=iftilk- / / ' , .71.. 1 a / j / ki y / ,, i■Vet74'.... -.;.7t 4., -- - tki I nom 1 /1' Z;2 7-•-lir).:: •a I • / nee O, 1 / 1 a •_ • I / • 1 11 'i I ��ry f • / C) 0 Z sn 0 Do m 0 0 Co ti 0 0 0 0 m Z I ; ? LAKE OSWEGO - TIGARD BLACK& VEATCH owz, N 11' a .. 6 i WATER PARTNERSHIP �. Building a world of difference• r-S y al. BONITA PUMP STATION Black&Veatch Corporation �� '�.. OTT C~ O S @ N i i i Portland,Dragon Cxf 5 y DIrE acvr3fae.vo*EOM of ME w. av p( AM 'mi W 0`4 ,x 5 BrNnM�artv.P.C. G9] �L (n ter: A `D 6411 LANDSCAPE 6REE�UJ( KS 9 l /A PILE: llaOM-Cf.dq 19Ef,:1700/P-20-C1v11SitMq * -• w..a. a..ao 1 a/b SAVED: 10EF2:170000-9oriMM16Ar0 r. PLANTING PLAN ....°..... T-'CT n07R0: XPEP3:IOen•r�17e-A000.Mg 4 - - u819e:10e laws vim: X F.:1750 0-m-woOMpio6.Oq f • IS PLANT LEGEND 4$N qq t y ti a i- A 3 TREES ___ ENHANCEMENT PLANTING CONT'D (VEGETATED CORRIDOR) aria •ICAL SYMBOL - EXISTING CONIFER AND DECIOUODS TREES JO BE 1TECTED PER EROSION CLAIROL PLAN AND DETAILS AM) TREE - TREES ........... GROUNDCOVERS TOTAL SHRUBS: 323 w k PRESERVATION PLAN PLANT THE FOLLOWING TREES IN GROUPINGS AS SHOWY/. PLANT THE FOLLOWING SHRUBS AND BROM7COVER IN RANDOM mountain OF 8 i rt 1 1 �� RACER CIRCINATUM QTY 3, 5, AND 7. ALTERNATE PLANT SPECIES AND QUANTITIES UNTIL TOTAL pp ( • VINE MAPLE - 2 CALL., 3' MT - SPACE AS SNONN OIANITY IS PLANTED FOR EACH SPECIES. PROVIDE TOTAL QUANTITIES AS �/ SALIX LASIANdRA 17 SPECIFIED BELOW. QTY CORVIJS NUTTALLII I PACIFIC WILLOW- 9' HT. MIN. - SPACE AS SFOIWM �IPACFIC DOGWOOD - 2' CAL. - SPACE AS 51ON1 • KIMVIKINWICK - 4• POTS 108 \�//�// XIFINIXINMlp( - 1' P0T8 - iB' O.C. 1 O TAXIS BREVIFQLIA 72 4 I TAXIS 813EVIFOLIA I PACIFIC YEW - 2' HT. MIN. - SPACE AS SHORN FRAGARIA CHILIOENSIS 108 1•% PACIFIC YEW - 4-5' NT., BNB - SPACE AS SHOW — COASTAL STRANBEMRY - 4' POTS - 18' O.C. P 1 O TMJJA PLIGTA 52 MAHIOVIA NERVOSA 107 ! WESTERN RED CELLAR - 2' HT. MIN. - SPACE AS SHOWN LONGLEAF OREGON GRAPE 4' POTS - 18' O.C. {THUJA PLICATA 'FASTIBIATA' HOGAN CEDAR - 5-6' HT, BBB - SPACE AS SHON PLANTING NOTES: � �. SHRUBS / GRASSES SHRUBS I GROUNDCOVERS TOTAL SHRUBS: 1,123 3 .. o `----- PLANT TAE FOLLOWING SNM1B5 AND OROUDODVER IN RANDOM GROUPINGS OF 1. ALL AREAS DESIGNATED AS PLANTING ARE ro BE CLEARED OF INVASIVE SPECIES PRIOR TO t t A a AWNOYIA AWIFOL.IW 3, 5, 7, AND 11. PROVIDE TOTAL QUANTITIES AS SPECIFIED BELOW. PLANTING. j$Tp O IOREOOV CALIF - 2 GAL. - SPACE AS SHOW ---- 2. CONTRACTOR SHALL STOCKPILE EXISTING TOPSOIL DURING CONSTRICTION. Qi, MYRIG CALIFOIVMIG QTY 3. CONTRACTOR SHALL PROVIDE TOPSOIL, SOIL AIEFpENTS AND MULCH AS SPECIFIED. • PACIFIC WAX MYRTLE - 5 GAL. - SPACE AS SHOWN GREX DEWEI•ANA 50 4. ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS AS PART OF THE CONSTRICTION DOCUMENT PACKAGE. r+ f• FANA . Q IPOLYSTICM/M M/NITUN OEM1=Y'S SEDGE - <' POTS % MIME� 4/ WESTERN SWORD FERN - 2 GAL. - SPACE AS SHOW CARE)f OBMIPTA 50 5. PROJECT AMORIST SHALL APPROVE ANY CLEARANCE PRUNING OF TREE LIMBS B. SEE OIB G7 FOR TREE STUMPS TO BE REMOVED. SLOUGH DGE - 4• POTS 7. TREE PROTECTION SHALL BE PER PROJECT ARBORIST RECOMMENDATION. REFER TO TREE �� UGH a MN'X)ODENORON MACROPHYLLUM PROTECTION PLAN, ONG G8, AND TREE PROTECTION SPECIFICATIONS. '�� O IPACIFIC RHODOONNGRON - 5 GAL. - SPACE AS SHONA COMMIS SERVCEA 100 8. SEE EROSION CONTROL PLANS AND DETAILS FOR NECESSARY EROSION CONTROL MEASURES. O RED-OSIER DOGWOOD - 1 GAL., 2' MIN. HT. 9. SEE DETAIL 8 ON ONG L7 FOR RANDOM PLANT SPACING DETAIL. {AOSA PISO4APA ,T„• CLUSTERED ROSE - 2 GAL. - SPACE AS SHORN JUNCOS PATENS 50 0 m ® UA!X_TNMERIA SHALLOP SPREADING RUSH - 4' POTS Q o C v }H 1 ISALAL - 2 GAL. - SPACE AS SHORN MNHONIA AWIFOLIUM 79 —'E, I E n d lit OREGON GRAPE - 1 GAL. U,"6 pn$ a GROUNDCOVERS OEMLERIA CERASIFORMIS tQQ_ o�G V I II x i1 INDIAN PLUM - 2 GAL., 2' HT. MIN. WA KINNIKINNICK TOSTAPHYLOS- 4' POTS-DRS{- 12' O.C. PHYSOCARPUS CAPITATUS 100 V •4 PACIFIC NINEBARO - 1 GAL., 2' HT. MIN. '� Rac FRAGARIA C IL1OENS75 c 0 n° AL STRAWBERRY - 4' PO - 12 O.O.C. POLYSTIGgYM MONITOR 5p dl - SWORD FERN - 2 GAL. m 03 Y y _ l MNONIA NERVOSA RIBES SANOIINEUM 100 p7 LONGLEAF OREGON GRAPE - 4' POTS - 12' O.C. RED FLOWERING CURRANT - 1 GAL. 0 0 o MAHO'NIA REPENS D'ODD {CREEPING MAHKNIA - 4' POTS - 12' O.C. RUMP ROSEA - 7 GAL. SAL IX SCDULERIANA 100 ENHANCEMENT AND MITIGATION PLANTING SCOULER WILLOWY - 1 GAL. (VEGETATED CORRIDOR) swaE`Ds RALRMOS'A 1°Q RED ELDERBERRY - 1 GAL. QUANTTIES BASED ON (22,453 SF) OF ENIHNCFIENT PLANTING. THIS TOTAL INCLUDES (1,380 SF) OF MITIGATION REWIRED. FOR TREE PLANTINGS WITHIN SCIRPUS YICROCARPUS - 50_ /YQry. ENHANCEMENT AREA, USE STANDARD CLEAN WATER SERVICES DETAIL, SEE DETAIL SMALL FRUITED BULRUSH - 4' POTS .y 8/L7. to LU SPIRAEA DWBLASII 100 cD Q O ti TREES DOUGLAS SPIRAEA - 1 GAL. H I-i O TOTAL TREES: zee C3 PUNT THE FOLLOWING TREES IN GROUPINGS AS SHORN. SYYPHORICARPUS ALBUS 50 (0";t O QTY SNOWBERRY - 1 GAL. Cr is OVINE MMAAPPLLE ELL., 3' HT. YIN. - SPACE AS 51(51W 92 NATIVE UNDERSTORY SEEDING O?a z SEE SEEDING SPECIFICATIONS. CD (O W RED RUBRA 2 111 a a -J RED ALDER - 1-2' HT. YIN. - SPACE AS SFOINN O W Q �j~ GO FRAXIMIS LATIFOLIA 14 Ey ..- OREGON ASH - 3' HT. YIN. - SPACE AS SHORN W`0 it PRUNUS EMARGINATA 74 CO a \ C BITTER CHERRY - 2' HT. MIN. - SPACE , 1 Q DESIWED: OMN DETAILED: 0ND PECKED: RAT APPROVED: RE DATE: FEBRUARY 2014 0 112 1 IF THIS BAR DOES NOT MEASURE 1' THEN ORN17N3 IS NOT TO FULL SCALE PROJECT ND. 175069 t, L4 8 N., 28 TO BID DOCUMENTS 2s SHEET 141 WO I ; 1 SEE MANUAL FOR MIOIMTING INSTRUCTIONS. /RTES: K I Q 1.LOCATION OF WICK COUPLER IN UNE SIZED GATE VALVE VALVE BOX IS SHOW FOR m 6 CLARIFICATION ONLY. INSTALL _-- QUICK COUPLER ASSEMBLY. F� g ' OFF-SET FROM MAINLINE. INSTALL PER OETA< a ti B n IIIMENININI MISTER VALVE -_ 2.EXACT FITTING REQUIREMENTS, .>' T i 1. -INSTALL WALL MOUNT AS SPECIFIED BY MANUFACTURER. -STANDARD VALVE BOX WITH HFS FLOW SENSOR - SEE DETAIL 4/L5 Ni' MERMEN LOCATION WITH OWNER MAY DIFFER OM THAT SF GREEN CV LOCKNG LD v e a S PRESSURE REGULATION DEVICE - SEE 1 TOP Of BOX FLUSH N uWN I VT ABOVE pp n yy SPECIFICATIONS ' �' MJLCH IN PLANING BEDS a m a MINIMUM TO FIRST TEE OR ELL 1' DIA. P.V.C. CONDUIT FOR 110 V. iEU\I1YIVID!\IIIVS 27DINGIA.7°P.E LECTRIC AL. BRAKE. I yl yl T---GATE VALVE - SEE I�°4+S WILVE LD.TAG g x R R K FROM f DETAIL BILLS : y f '} IIII I �P' SPECFIEDWATERPROOF WIRE Sq/RCE *DVAllll� I! TO SYSTEM - V.C. COfOfIlT FOR COMIgN AAD OOIYTROL WITS i U• a M I 1.• ^P+ 4% 33 INCH LENGTH-COILED WIRE P M 011.411 , TO 5' BEYOND EDGE of BUILDING. _ ''i •. \'. QQQ o „ IIII■1'iltl,`_,_, tl�S�. SPECIFIED CONTROL VALVE PROVIDE DRAIN HOLE IN CONDUIT % '•I� /. N n ::8a:8�':8i�����21:\ P.V.C.IRRIGATION LATERAL LIE srowsTEY O � .•:�'r�•.'01•''� UNIQN-EAGRSOE DF VALVE i i •. •. .:�•. 470'X18'CONC.BLOCK(4 L lkile NOTES: ALL NIAES ro 8E INSTALLED ��i__-\: RECUIRED TYPICAL --WICK COUPLER IN VALVE BOX - SEE ' y' !„Ile,: �. ,�\ DETAIL 5/L5 : • ' AS PER LOLL CODE. B'MN.3N'WASHED ROUND ROCK -MANUAL DRAIN VALVE • U'.i-• �_ --P.V.C.MVNLIE a ei g ttatn POINT OF CONNECTION ® 1114LL MOUNT AUTOMATIC CONTROLLER ® AUTOMATIC CONTROL VALVE ASSEMBLY ® �a,STg�A� NO SCALE NO SONS r- *•�F fY310RW 0 OREGON kI NOTES: - --- fINTSH GRADE - TDP OF BARK ti �al�. / STANDARD VALVE BOX 1. INSTALLATION TO BE COMPLETED IN •.v IN PLANTING BEDS IPA' A- ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ' FINISH('JADE - TOP OF BARK FINISH GRADE - TOP OF MULCH 7 -- FINISH GRADE 2. ALL DIMENSIONS ARE CCWSIDERED IN LAWN 1 SEEDED AREAS T TRUE AND REFLECT YANUFACTU'EA'S .' BLACK 4' SNUG CAP.MA78( 2 SPECIFICATIONS. - 11!4.50:'`:4•I U i 1.MI,L __. - -f0' ROUND VALVE BOX - LOCATION ACCURATELY ON RECORD `- C $ 3. INLET PIPE LENGTH OF SENSOR IJ '�1� DRAWINGS. p fl J. ! MUST BE YIN. 10X PIPE DIA. - - -- SPECIFIED QUICK COUPLER VALVE. FINISH GRADE - TOP OF TURF / W a m t € ti 1 YIN. 18/2 WIRE TO STRAIGHT, CLEAN RUM OF PIPE, NO ���' MOUNT ABOVE RASE OF VALVE BOX, L, `o `p INTERFACE PANEL. FITTINGS OR TUNS. T BE M Plot AS NECESSARY TO ACCEPT SPECIFIED KEY. > 6.1 ' /. MAXIMUM WIRE DISTANCE LENGTH OF SENSOR MUST BE MIN. i I , , I ■ ` p 1 1�$; UMUN OF 1,000' 5X PIPE DIA. OF STRAIGHT CLEAN _ C�aatt / �. RMAV OF PIPE, NO FITTINGS OR + Ell i�y��� ___-GEOTEXTILE FILTER FABRIC •` COTS U a .ti3 �� -, MODEL HFS-200 TURNS. 'j�. %A�/� STANDARD BRICK BLOCKING Y 3 v., °� 1 ! _ l i 1' DMA. P.Y.C. SCHEDULE 40 V go m p 1 8' DEPTH PEA GRAVEL j SLEEVE - LENGTH AS REQUIRED g IVI '� % SpE OULE Bo P.V.C. NIPPLE, 3/4'X8 YIN. FOT FITTING SELECTION _ -\ \'' SCHEDULE 10 P.V.O. STREET ELL W / SPECIFIED GATE VALVE - LINE 44 t71 CO Ii/p� Y _ MAIM LINE / SIZED a fu1 SCHEDULE 40 P.Y.O. 7 X T BO DEG. EL .•..∎MM�M�MM'•Mi,4r10.41/41,i apre 2' MAIN LINE PIPE FCT 100 f INCH SCYI. 40 �� —� / m FCT150 1.5 INCH SOH. 40 SORREDULE 80 P.V.C. NIPPLE, 3/4'X8'MIN. Oii••.•••ta•WA'Al•.i••i•M FCT158 1.5 INCH SCH. 80 `�1 MAINLINE - a ice_ FCT200 2 INCH SON. 40 • ) --_MODEL FCT-200 FCT300 3 IMP SCH. 40 SCHEDULE 40 ELBOW OR TEE �--BRICK OR CONCRETE BLOCK �-B' YIN. 3/4' WASHED FCT308 3 INCH Sal. BO ---- SCHEDULE 40 P.V.C. STREET ELL ROUND ROCK . 1' X 24' LONG SCHEDULE BO NIPPLE STAKE. FASTEN WITH (2) STAINLESS STEEL CLAMPS Q FLOW SYNC SENSOR HFS ® QUICK COUPLER VALVE ASSEMBLY ® GATE VALVE ASSEMBLY e (i 0-NO SCALE NO SCALE NO SCALE O Mti l+ LT) CC I's ti NOTES: MOTES: NOTE: ROTOR MEAD SHALL BE A MINIMUM I W W 11:-(1) EXTEND IRRIGATION SLEEVES 24' T. REFER TO 3/L5 FOR AUTOMATIC OF 1', AND MAXIMUM OF 3' FROM EDGE ---- - FINISH GRADE - TOP OF BARK YULGTH Z W BEYOND EACH SIDE OF PAVING. OF WALK, PAVING, CURB, OR EDGER. VALVE ASSEMBLY. O CZ Z Q CI Il o Qo Wa4 1.4 B IN UvR-P.v.C.A5•ELBOW % • — /;N//\�//\�/> 1s' r–Q 6 ,------ROOFING NAIL TO MARK SLEEVE UVR-P.V.C. //' \\/ .\ \/\/\/ POP-UP ROTOR HEAD ASSEMBLY O ac PAVING - SEE CIVIL DRAWINGS NRIGATIONUTHRALLNE �/\\�/\\\ \\\\��/ Q Z OC 1 'IIIIIIIIIIIIIIIIILIIIIIIIIIIIIif ii, -4N''4+'4 �' .%', Art /•5 ti \ _\\ P.V.C. SCHEDULE 80 NIPPLE i / __PAVING SUBGAADE - SEE CIVIL ORAWINGS iii 1 ? i io a \/, •^ 'iv y i„� P.V.C_ SCHEDULE 40 STREET ELL H A --SPECIFIED BACKFILL - SEE DETAIL C/C01 :: . ,\`,`� -P.V.C.IRR1OAnaN LATERAL LNE \ ` ' ' �,.�I.III�;�;nl` .I 1'lf��'� P.v.¢45 aBGW �/, • \%�/ /\\/.ç/% n �U:;B�=1:;:8�':��:;A U:.M ,.;< P.V.C.IRRIGATION LATERAL LNE \�/ / .' DESIGNED: CUM SPECIFIED SLEEVE ii �u t♦s•�•i41,;it'r'B•.'B � • V. P.Y.C. �FIEWLE 80 NIPPLE, i' X B' MIN. DETAILED: NEW SPECIFIED PIPE BEDDING - SEE DETAIL C/CDT • YA �•y,%.•,; X14 ff .♦JUM CHECKED: RAT �. MATERNAL LINE APPRovD, NIT I NB/‹.../ \ \ - \ - P.Y.C. SCHEDULE 40 STREET ELL DATE: F'BIWWN*014 ,,...:,%,. ._ P.Y.C. SCHEDULE 40 ELBOW OR TEE 0 1/2 _/ IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE IRRIGATION SLEEVES UNDER PAVEMENT ® ABOVE GROUND LATERAL LINE CONNECTION TO VALVE ROTOR HEAD PVC SWING JOINT ASSEMBLY e PROJECT NO. NO SCALE NO SCALE NO SCALE 175069 L5 h N.. 29 TO BID DOCUMENTS 29 of 14i or r 1 N 14 X 24' MBAR WITH 'J' MINED RADIUS, INSTALL 10' ON CENTER AND AT END OF EACH PIPE RUN 4 UVR-PVC SCEDULE 40 LATERAL g r INSTALLED ON SLOPE UVR P.V.C. SCHEDULE 40 LATERAL LINE 8 GALV. TIE WIRE - 2 WRAPS �,*:/, PIPE STAPLES, 10' ON CENTER AND AT 'J' HOOK. '`. AT END OF EACH PIPE RUN 1 /i:,Y/; FINISH GRADE `• ' FINISH(TRADE .. ---- COMPACTED SUHX3RADE $ .. 1 1 COMPACTED SUBSRADE 1. a € tAti UDV PVC INSTALLED ON SLOPE a ABOVE GROUND PIPE INSTALLATION e S/ �o SCALE AV SCALE t 17-'.. FIRCBAR.MBA i... Qmime C.,) OREGON �w �IPE AR'~ X, Vm : F._ C V SPECIFIED ROTARY NOZZLE Q v C J IP > O a fJ� - --- - PRO-SPRAY SHRUB ADAPTER 4 FOR ROTARY NOZZLE S 1 9 1 ai! v �{ Imo. x3 ° 1/ U � o `( - B' LONG SCHEDULE 80 UVR NIPPLE CO W O] V �...'.^. o. f Y _ E. SCHEDULE S0 UVR FEMALE ADAPTER MI Pi m 11lif 1 - POLY-PIPE ADAPTER • 9! STAINLESS STEEL 'HOSE CLAMP' (4) PER SPRINKLER -POLY-PIPE TIED TO STAKE Q UVR PVC SCHEDULE 40 LATERAL 1--1 FINISH GRADE J it AIS I-- 0--1 1 W Cr) LLH : -- 0¢~Q. o i II ..\\\.\ 0 , \ PIPE STAPLE 10' ON CENTER W Q m T ti Q 11 1 N % J - % SCHEDULE 40 UVR TEE OR ELBOW MARLEX S.REET ELBOW - N0. 5 REBAR _ _ % DESIGNED: CM DETAILED: DUES PECKED: MT APPROVED: FM BATE: FEBRUARY 20014 0 112 1 IF THIS OAR DOES NOT MASI1t1E 1• THEN MANIAS IS NOT TO FULL SCALE ROTARY NOZZLE - TEMPORARY IRRIGATION ON GRADE PROJECT NO. NO SCALE 1 7Jr'068 L6 8 ‘. CONFORMED TO BID DOCUMENTS 3 SHEET 41 I SPECIFIED TREE J • \ Alm/ SPECIFIED TREE 6 "0` (3 STAKES, AS SPECIFIED. \ ��V/ > 8 / A7}TACH TO TREE WITH 'CINCH ,1j�I) YIN.CN 1• YAM. - 2' IN![. AMY1Y FROM TAfMM a r @ p ti, TIES• - NAIL TO STAKE IN 1I 1f' , ', " b d q•1 I MULCH 1' YIN. - 2' MAX. "1/ N 01, ( )STEW AH 'C IFI L ATTACH 4 a • / AIRY FROM 71RRIK ,%, •I , , 77MIL TO STAKE. —_ SPECIFIED PLANTING U E \ _ / POSITION FOOT CROON 2' iLy P / POSITION ROOT CROWN 2' �� SET GROAN OF AOOTflAL1 1' ABOVE FINISH I ' I ABOVE FINISH fiRADE /�,/��1/A ABOVE FINISH GRADE j GRADE PLAN VIEW — ABOVE WIRE AND TWtNf REMOVE FROM 1 1�1�` BIARL AP WIRE, NO TWINE REMOVE $ TOP 1/5 of R30rflAL1, AFTER TREE IS SET I • FROM MP 1/3 OF ROOTBALL, AFTER ii / - \ MULCH - SEE SPECIFICATIONS ' ii TREE IS SET t: II --MULCH - 2' DEPTH- MULCH CIRCLE F' AY?' ".I SHALL EXTEND B• BEYOND TREE MULCH - 2' DEPTH. AULp1 CIRp-f FINISH GRADE 'I STAKES IN TURF AREAS I SHALL EXTEND B' BEYOND TREE _ __ _ /,�II� STNfES IN TD P MEAS ///,//,, ;.:^.! - /\,(\ . o A'__ % -AMENDED SOIL (SEE SPECS FOR //����/ �/w' - /� ����� AMENDED SOIL - SEE SPECIFICATIONS \\\\\ .'ti.. \/\ FOR DEPTH AND AMENDMENTS QA I /�///� ' w�/r ////� % AMENDED SOIL ((SEE SPECS FOR DEPTH \ /� II A ter. /.° \ DEPTH AND AMENDMENTS} ` �� AA_�Ar�,■''-'•/r /� AND AMENDMENTS) \ , . E //. p�+10k������ / : i\ ������������� /' SCARIFY SIDES AND BOTTOM g \\ X4;411:411 • BACKFILL SOIL MIXTURE - SEE \\ •••••♦ BACKFILL SOIL MIXTURE - SEE \ \ \\�\\ \\ / ,� �.�-t-t r tr- SPECIFICATIONS �WAL4r.i�V¢.,y SPECIFICATIONS /�//\/)\//\//� BACKFILL SOIL MIXTURE - * qe O \ '+ \ STAKES SHALL EXTEND YINIMAI OF o �\ .-• STAKES SHALL EXTEND MINIMUM OF THREE SEE SPECIFICATIONS a \// /�\//�\\//�\/� \ SiAEIN TREE STAKE AS SPECIFIED IL \//\//\/�%\/�%\��\' , STAININTRE£ N(E OSPECIFIED L� TBN-L DIAM. +21' I v 11007BALL DLIY. +24•_ 1- _ Ip078ALL D1AY. +21' ' SIDES i BOTTOM UVDIS7llRBED NATIVE 5071 — 1 UNDISTURBED NATIVE SOIL UIDISTU�ED NATIVE SOIL SCARFY SIDES&BOTTOM SCARIFY SIDES i BO a � � oW CONIFER TREE PLANTING STAKING ® DECIDEUOUS TREE PLANTING STAKING ® SHRUB PLANTING - CONTAINER ® 44�STE�AO 1, /.IMIOLAM.FARA 1-. d �MO U OREGON �4! __ ---SPECIFIED PLANT SPACING. SEE EDGE OF PLANT BED OR ~ _ PLANT SPACING DIAGRAM FOR LAYOUT ADJACENT PLANT MASSING '+f'B REWIREAE TS PLANT SPACING `... --- � —AREA FOR PLANT SPACING 6 ^ ..---- SPECIFIED GROUND COVER - SEE ADJUSTMENT m PLANTING PLAN AND LEGEND FOR .. I N �` __-._.- _ C • $ SPACING REQUIREMENTS �i irk < a ---.CONTINUOUS - EQUALLY SPACED OUTER ROW Q a 0 J i- - / AT EDGE OF PLANTING BED. FOLLOW ♦ 171 ' I I; SET CROWN of GROUND COVER 1/2' �_ _____ _.._-- o R Jj§• / ABOVE FINISH GRADE �"L1 REDLINE AS DELINEATED ON THE PLANTING W ; t �ay � ���� ��/� ��� -✓ 1 � PLAN. LOCATE PLANTS ONE HALF OF �� G c ` 17 SPECIFIED SPACING DISTANCE FROM EDGE a { 7 �f� MULCH SEE SPECIFICATIONS 1' a OF REDLINE, OR ADJACENT PLANT MASSING, Y L N ]i „pr. i�.•i �i�y��. �M,w,7/_ UNLESS OTHERWISE SPECIFIED. y - i' . `\/ /`' ,%�'�`� C`�`;; FINISH GRADE • ` 'Q' i • ° e ���``�.p/�j\\/�■7 V ���■\�>4,41... AMENDED SOIL - SEE SPECIFICATIONS �% �j��F•�� -ALL PLANTS SHALL BE PLANTED AT RtMLL U e ` FO DEPTH AND AMENDMENTS i► XJ� TRIANGULAR ON CENTER SPACING AS — °a A4�� , ,,1�V..tI.♦'C.. V(' � ' -T_ � e e SPECIFIED ON PLANTING PLAN CO CO �*`,��`0-I7IV��`���`0 4#4#4.#.r\-. �✓��` LOCATE PLANTS ONE TILE OF SPECIFIED m CC .���`N�` /:-j4%j`�%`I.:/ /``d4∎:!4:.: A SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE, // ,///'//''//j '// //'//�'''//'//'' �(XIDISTURBED NATIVE SOIL `` • UNLESS OTHERWISE SPECIFIED. 11111.1111) 11111* ---- EDGE OF PAVEMENT, CURB OR OTHER FWD SURFACE Q GROUND COVER PLANTNG ® PLANT SPACING DIAGRAM ® MULCT NO CLOSER THAN SCALE 1'FROM TRUNK U) NO NO SCALE I1'IS N FINISHED 3.-4'COMPOSTED PR a O J 1-i 3•WATERRIG REIN - O ROME TIME FROM/ROUND LDOeI Qp MK sum I Z Z CLUMP 3 SCATTER PLANTS SO THAT AVERAGE BURLAP AND ROPE FLAT �I��¢ 0 I'Q U'i S Aci DENSITY IS EQUIVALENT TO GRID €' TREE OR SHRUB ic BBUIWPP 14UST Q j O BE REMOVED) W n.a J 9' HIGH RETENTION BERM FORMED WITH SOIL ` '' ' -.1 Q SPECIFIED O.C. (ON CENTER) PLANTING BRIG EXCAVATED FROM UPHILL SIDE OF PLANT 3■CIA OF ROOTBNI CO w J { I FINISH GRADE ~ U'cL_ , NONE: A TREE 5 CONTAINER GROWN STOCK,BREAK ROOT 1,' O 4 0 0,4 _-- "--- BALL APART BEFORE PLACING IN PLANTING HOLE. Cl \ ' '\ 0 ` IF PLANT IS ROOT BOUND MAKE A VERTICAL CUT THROUGH \ / \ THE LOWER 1/4 OF THE SOIL MASS. PULL OUT Q - ` / � '-- ,/ - AND STRAIGHTEN LARGE.CIRCLING ROOTS. ill N , V V ,)I �� NATIVE TOPSOIL 0 TREE PLANTING— -�'" - CONTAINER/ BURLAPPED CleanWaberr Se3vICes DETAILED. I UNDISTURBED NATIVE SOIL DETAILED: WE3 RANDDMILY MIX PLANT SPECIES TBALL BACKFILL WITH NATIVE TOPSOIL MIXTURE DR AWING NO. 780 REVISED 01-07 Oaww�Mi'dwr• CHECKED: MT -- APPROVED: PM.DATE: F® M HRY 2014 OFFSET PLANTS TO AVOID STRAIGHT ROWS - G 1)2 1 IF THIS BAP DOES NOT MEASURE I• THEN DRAWING IS NOT TEl FULL SCALE RANDOM PLANTING PATTERN a TYPICAL CONTAINER PLANTING ON SLOPE ® CLEAN WATER SERVICES - STANDARD TREE PLANTING PROJECT NO. AV SCALE NO SCALE NO SCALE 175069 t L7 �o CONFORMED TO BID DOCUMENTS 31 OF SHEET 41 J • • IS t CODE INFORMATION g Pumping Coda Summery Pumping Station Building Occupancy Classification- F-1 Moderate Factory \ Occupancy Type F-1-IBC 306.2 defines F-1 es occupancies including buildings classified as moderate hazardous hazard industrial purposes that are not considered H or S occupancies. Building Construction Type- 118 q w IBC 602.2 describes Type I and II buildings as constructed of noncombustible 1 materiels. According to table 601, I1B requires no rating for building Si elements. .°,'� Maximum Height-56'-0• o Actual Height-22'-e• qqq '' Number of stories- 1 g r e, mending Statietica V u Main Level- 2922 of y C t'i Occupancy - Z1 Per IBC Table 1004.1 -meohanlcal equipment rooms have en OCCISF of 300 a "1— 2 OCCS 2 OCCS Pump Room Occupant Load= 7 occupants R Electrical Room Occupant Load■Incidental use Mechanical Room Occupant Load•Incidental use Zia - PROPERTY Ilk t Minimum Exit width-38' r® 1 LINE Number of Exits Required-IBC Table 1015.1 -F occupancies with a load of a LL 5 ¢4 - -- less than 49 require only one exit. .T1 S7 xs ����,���■ ul t Acuss for Disabled-Noc required, but will De designed fors it bodied * 1 IA' 1� workers and will not be open to the public. Post worker areas will comply S� ,� ; �\ \\ \\\ end primary building areas will to accessible to Tigard sponsored visitors. q \ \\fie\� \\ ��\ � Egress Doors-per IBC 1009.1.1, a door that is part of a means of egress 1` t}`t +•lam\\\\^ l/\�\\ \\/�\\ 1 must have a clear width of 32"minimum. •" •• �, tL(,u, �l\ 1-1� �� ISI \1.1� �( �, 1!1 /�Ho 1 Exit Signs-IBC 1011.1 Exp 1 -not required when only one means of egress is .fin \ om'fi \_/ \\\!/ \�/ �� \ / 1 required, but will be provided at all exits. `✓ i - - - II - I Tot ! u'} j �S - r NB w r I Roof Access-Not required since all equipment is being located on the j \`^\\ t' \ n 1959 SF $ ground. I N O; r $e\� 0 F-1 (�c . O O 0 { O Q ■ 30 S p ; Aut0010io Ft re Sprinkler Syat.a-not required +1�\ Fire Extinguishers- 7 per floor r!p C 19'-O'H- 1 9 P ID (VERIFY m/ CIVIL) •_ �'g�� p�� Py� 4 -`- Fall Protection-Not required per IBC 1013.5 - Guards at 42" AFF are !✓"'f all I ETD: 44' \\ the edge when walking surface, equipment, or openings are within 10'-0" of �>t -6-F _ ; \ �'�`�'�`` \�11 111 �`��'`A Energy Aga w a L $ f -a,-1� r�®® Code Requirements from Table 502.2(1) Oregon Energy Efficiency ency Y# V ;.+ Specialty Code co L ! IA ELECTRICAL Rom j O. $ L Climate zone-4C 0 C1 I • 102 j REQRMRICAL Room 1, '!I 1 • I T03 ; Simplified trade-off using Comlcheck is used to determine insulation values. m. Y 1 776 SF ! A ! p Exterior walls: A-11 ci Min. u ,0 F-1 ACCESSORY 187 SF , ore 1 300 SFIOCC / F-1 ACCESSORY t Roofn R-20 ci-insulation entirely above deck. m api C I I I I I ii; INCI \\ �\ \ ; Sop SFlOCC ; 3 OCCS `!\ ! INCIDENTAL USE 1, CI • lOi 1� �u Liii IJ .) cc � Z Isl = o GROUND FLOOR PLAN - CODE l� 7 4, szcCC ` J Wl.... -' O ti Uj Cl- 2 W Cis 0 O OL�L� Q Q� CODE LEGEND Lu W ' 2 OPT•X'-XX' CPT•CO/M CN PATH OF TRAVEL 0 ETD•X'-XX" ETD=EXIT TRAVEL DISTANCE J POINT OF EXIT ACCESS -MEETS EGRESS DOOR AND MIN CLEAR DOOR WIDTH PER OSSC 1006.7 6 1006.1.1 w..........N,\ REQUIRED EGRESS PATH ILLUMINATED TO \ "MII�\ MEET REQ'D MINIMUM LIGHTING LEVELS PER OSSC © FIRE EXTINGUISHER DESIGNED: AIWA DETAILED: ,AYE e ILLUMINATED EXIT MIRAGE CHECKED; CMS -- APPROVED: Jill DATE: FEBRUARY 2014 0 1/2 1 IMS IF THIS DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE - PROJECT NO. 175069 Al CONFORMED TO BID DOCUMENTS 32 SHEET OF 141 J T i 6 -01/2 21/2. ! SEE STRUCTURAL ,..21/2'iir......,.... - CONCRETE MASONRY UNITS, SEE CONCRETE MASONRY UNITS, SEE `•J, STRUCTURAL yy 1114'. �ji STRUCTURAL 11111. _ I/- 0T F. #,—v Y WEATHER BAARZER ti 4 F.F. _-CONCRETE MASONRY UNITS, SEE is '".'q%- INSULATION (R.11.4 N) STRUCTURAL •, 2 7/2' VERTICAL, INSULATED-CORE et g METAL WALL PANELS: MP-1/MP-2, SEE_-_ ... ELEVATIONS AND SPEC SECTION 07421 - , ADJUSTABLE BRICK TIE PER ! :; '6 STRUCTURAL YYYY -- $ 1111 Ors a w t.I i`�� r AIR CAVITY 2 43 i 314' HAT-CHANNELS AT 24'O.C. W p 2 1 �wyw_- HORIZONTALLY, TYP BRICK MASONRY VENEER O/c 7.— m w',. MO INTERIOR EXTERIOR INTERIOR All EXTERIOR m —TEA ,---.. � 8' o o a k" 0 O CMU WALL INTERIOR O EXT CMU WALL WITH INSULATED VERTICAL METAL PANEL MP-1/MP-2 O EXT CMU WITH BRICK MASONRY VENEER 3 W p n (PLAN) (PLAN) (PLAN) BALLAST y3 i-"R ti STANDING SEAM METAL ROOFING y'+ �'-y Q It GEOTEXTILE FABRIC .-g' -g `a o SINGLE-PLY ROOFING CONCRETE SLAB, SEE MEMBRANE, MECHANICALLY =- T STRUCTURAL _ FASTENED - i i Z4 f' b k .i ROOF MEMBRANE U C !�<�► i itt.' 1,2" COVERBOARD 1/2' COVERBOARD ~ QgC `}5�_.. ftitTTHSi�x' i.i-w•iv baw 4:t L' BLS J" TAPERED ROCK MJDL BOARD li�let S ROCK-wool BOARD INSULATION W INSULATION (R-20 MIN) �.' (R-20 MIN) O y: vl , Q .. _T.O. ROOF mIM O -ft'a C LI SANG, PER STRUCTURAL _ , DEp( I METAL DECKING, SEE STRUCTURAL 3 V O CL) 4a ' ROOF STRUCTURE, SEE STRUCTURAL '♦(a L ROOF STRUCTURE, SEE �\ U C >a - - VAPOR BARRIER STRUCTURAL .--E2 16 T mm u `V �-SUBGRADE, SEE STRUCTURAL m 11111:9 O FLOOR ASSEMBLY - SLAB ON GRADE © ROOF ASSEMBLY - BALLASTED SINGLE-PLY O ROOF ASSEMBLY - STANDING SEAM METAL (SECTION) (SECTION) (SECTION) CZ CC H z w ~ cZ O —(-J CC .:C- W ? �O C-)Q C D CC 14-1 ' � Q_ 6ti Owe •QW W •4 z ° Q ' J DESIGNED: DETAILED: CHECKED: APPROVED: DATE: 0 1/2 1 MMIMMM IF THIS DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT AO. 175069 A2 CONFORMED TO BID DOCUMENTS 33 SHEET 141 OF ■ p t GENERAL SHEET NOTES IS 0 0 9 O PLANS ARE CUT AT 4 O'ABOVE FINISH FLOOR OR t REFERENCED LEVEL. 76'-1' 9'•0' 12'•0' 36'-4' 12'-0' 7'•0' B. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. r 1 0 T T �1 C. ALL DIMENSIONS TO WALL OPENINGS, INCLUDING © WINDOWS, LOUVERS AND DOORS ARE TO MASONRY NOMINAL OPENING. REFER TO SCHEDULESITYPES AND MANUFACTURER INFORMATIOIN TO COORDINATE WINDOW, LOUVER OR DOOR I 0 I a I I DA I WITH SIZE OF ROUGH OPENING. © 0. ALL PENETRATIONS THROUGH INSULATED CORE METAL O(TYP) — I © O WALL PANELS ARE TO BE FLASHED d SEALED PER p 1 MANUFACTURER'S STANDARD PENETRATION DETAILS. SEE J�FjI 0 1 .♦ I .1 SPECIFICATIONS FOR ADDITIONAL INFORMATION.I _I ►: Q © O © , � 1 o LEGEND $ d d 7�-•�-•�••��•�-•1� • - .— , :_y..Y..u.7C CMU WALL, SEE STRUCTURAL q P.O 1020M►w 0��..11 ' ►s►.� .zC 40020 0000 —0:,_��40.z0:. —• •••••e rr. •••••••■—_''•,i••o-rr�•∎••;*:I�_,�i ' E ,� f, I, �•1 FD FE FLOOR DRAIN OR FLOOR SINK, " R SEE PLUMBING 11_Ill _ _ _ _ _ •4 O KEYNOTES FLOOR PLANS A ' •' i I- i:M i1IIJ1k �'� I t�1 �;����/'��/\ i I CI, `" \�/�r 4==a� 1 i ���i _._._' .L` I 6 DOOR, E E Pm ■�I ��I I�■I tn,�I .1 7 RECESSLCANOPY SOFFIT >� •m�i I�MI ��I I��i �i rl .1 ABOVE, SEE ELECTRICAL C �� UM �� �� " 1��, , I...I O I��I �I �1 C B MECHANICAL UNIT ON CONCRETE PAD, SEE HVAC 9-\1 ■�I IA■I I�AI I■■I ■I � a DOANSPOUT ��' :: 7::I i:::: L`J � f0 CONCRETE SIDEWALKS, SEE CIVIL FOR DETAILS T I It_ - I\ �\ \ �\ \ \_ �/ (CURB NOT SHYING FON CLEAITYJ U U_ �' I (/ (\�!- f/\/'/\ PVYP[Opl f0 1f REMOVABLE SKYLIGHTS CLEAR OPENING ABOVf. C•© - -�I- ,•�,� f0• \� •�J 'IO'I •�� ,• - ', � •1 SEE ROOF PLAN rr _\� '/ ■ �; 12 COMMSHEE 7�ON ANTENNA ABO LE TBD a CO(.)(::::,�� S VE ANG© T L lii r • 73 SECURITY Q4TE O® - C e ke ° ivigi i.�� - i • �Iii-1-1��1 �1-ii �� �r I f Y3 .4_0 ._ o • NE 0 1 4 >' I lr . >. illWAPIPAill' , °•e c=_e�ei�_o_c s es ez:_s:_•::zo s•I I:.-----*-1_,_-, - :a s::e ae e:�ss_e_.__�I -- c:��:��;='-. �:fie (� �0 1(% a 0. �i I►; -1 2'.e. I 6'-4' 4•-O. 14'-0. 1; I �1 Q �; 1-!� r1 '.\ ' ►� '�1 11 .% 4'-4' 3'-4' O , t 1 -- , I�; •., MECMAM1CAL MOON :4 2'-11'' 4;-!]) • I • ( ►, I I`— 41 r 103 1 I P 04 u[cr[rcu AOOY NI ruRES 0i 4. . , 102 YI 74 :4 O 1 4. / , loi i_I f I ,_, 1 CC•. 2 6' B4' 1 I 1 , - - ' - - - � Q -o E =EMI =11 - —- — - ■I•i•:I MOM i 40 171911.................................................... 6,•B.- ► O O O 0 `° I I I p I i ED -r i, r 1 —_— I I I 0 I I I 0 A © DETAINED: MA DETAILED: JWE CHECKED: CMS APPROVED: JMO DATE: FEBRUARY 2014 GROUND FLOOR PLAN O 0 1/2 1 • if THIS DOES NOT MEASURE 1" THEN DRAWING • IS NOT TO FULL SCALE ... PROJECT NO. 175069 A3 CONFORMED TO BID DOCUMENTS 34 SHEET OF 141 GENERAL SHEET NOTES 8 ` O76'-4' O o o AE.FPE1ANS A E E CVUET AT 4'-0'ABOVE FINISH FLOOR OR 7"iiiiiP... ... 1 17'-0' 36'-1" 12'-0" B. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. © I I I O C. ALL DIMENSIONS TO WALL OPENINGS, INCLUDING WINDING, LONERS AND DOORS ARE TO MASONRY NOMINAL 0 OPENING. REFER TO SCHEDULESi TYPES AND MANUFACTURER 1 1 INFORMATION TO COORDINATE WINDOW, LOUVER OR DOOR WITH SIZE OF ROUGH OPENING. OI I I O D. ALL PENETRATIONS THROUGH INSULATED CORE METAL w« 1 ril WALL PANELS ARE TO BE FLASHED 8 SEALED PER p 1 MANUFACTURER'S STANDARD PENETRATION DETAILS. SEE a « SPECIFICATIONS FOR ADDITIONAL INFORMATION. !3? I I I I KEYNOTES ROOF PLANS , p v v 1 STANDING SEAM METAL ROOF [�i1 n -- _ I _� - ,_ - - _ I _ -. rL_ . - . rL - - - _ ,- -_ - - O 2 BALLASTED SINGLE-PLY ROOF .- 'I§ IIII di 8,.-0' B'-0' 8'-0' 8'.0' 8'-0• '- SCUPPER BOX WITH OVERFLOW DRAIN !i I` 3.-4' T `+ 5 REMOVABLE SKYLIGHT W/ LIFTING LUGS - R 5'-8" x 8'-6" CLEAR OPENING, SEE SPEC AND ti r; I �' IIII 111111111111 I'~_ PCOOAOINATE WITH STRUCTURAL, CENTER OVER i. _ B DOWNSPOUT RV ti .. +i- 7 ANTENNA, SEE DRAWING ITO > W 8 CANOPY BELOW, STANDING SEAM METAL ROOF I i t A L' I t, SIN 9 PARAPET COPING CAP `ti /�U 4 1 E, 10 TIE HOD, SEE STRUCTURAL �Lv 3 Q V� 11 ROOF CRICKET AT CANOPY BELOW, SLOPE AT CJ o ? 12 STEP IN PARAPET FOR ROOF ACCESS, PROVIDE _ Lt.L'' SAFETY CLOSURE CHAIN (YELLOW)�' 13 SROOF CAI CKETS8Y METAL i I 1 11,2001./ Uc CD © I © I t g,,,_.,,t v v ■ I i4 I v Y 3 � , I 1 I q £I I I I I I mm Y i r �, ,T o II I �� 0 I o II 7 I I I I ::::I I •S• , i 2' ti^• I N 1 TT CC � �f , ^ Q t I t, • V { ti 112:12 0 7. 2 yi I ••1•••••• 1•••"-'`•1','-�•..`''.' J SLOPE o, I_ i I r` ' I I Q w zz 1 Q N QGYtM•. F J U a :•SLOPE" >': :.i' W - •t• C7 h Ll _ Q -1 I 1 1 I - I :L J_ _L_L _L___ .—L L� 1 __1__I - _L_ - L—L I - — - i...1 CO a Q I I N a I o 1 w1Z 0 � °m 0 EO ` _ Q I 1-- I J 1 I I a ■ CANOPY DESIGNED: MWA DETAILED: .IWE I I ROOF PLAN Or I I APPROVED: JMMGG 1/4' • 1'-0' DATE: FEBRUARY 2014 0 1l2 1 11 IF THIS DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 • A4 CONFORMED TO BID DOCUMENTS 35 s OFT 141 J e . GENERAL SHEET NOTES a • e A. PLANS ARE CUT AT 4'-0•ABOVE FINISH FLOOR OR 0 REFERENCED LEVEL.• ^ B. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. 1Z C. ALL DIMENSIONS TO WALL OPENINGS, INCLUDING /� WINDOWS, LOUVERS AND DOORS ARE TO MASONRY NOMINAL A O C a O E S OPENING- REFER TO SCHEOULESi TYPES AND MANUFACTURER I INFORMATION TO COORDINATE WINDOW, LOUVER OR DOOR V. TYP O 7YP(4) WITH SIZE OF ROUGH OPENING. d D. ALL PENETRATIONS THROUGH INSULATED CORE METAL '� y-- WALL PANELS ARE TO BE FLASHED d SEALED PER H c I I I I I I MANUFACTURER'S STANDARD PENETRATION DETAILS. SEE ~ }4 4 44dif SPECIFICATIONS FOR ADDITIONAL INFORMATION. g ZS iiGiiiii�iiiiiiiiiiiiiiiiiiiiiiO�iiiiiio►■iiiii�.uuiiiiiiiOliiiiuuu•.iiiii`iiii�i.�r��6 — - f _T.O. X62 Eau_ KEYNOTES ELEVATIONS g q © � �I�I� I I� �I I � � r a IIIII�f1- r 1�I����� � STANDING SEAM METAL ROOF �� w w �� I�' 2 REMOVABLE SKYLIGHT, COORDINATE WITH i !hi b tw�� t�A� � �A�� I I ip STRUCTURAL, CENTER OVFA PUMPS a :o•I ��� 1 L�_� � t�� r ����"�II• 3 ANTENNA, SEE DRAWING 110 F f ^-I I — — 111 I INSULATED CORE METAL WALL PANEL §i, R - n I�. 5 TRANSLUCENT INSULATED PANELS 1 I "- -r- _ a- ,1��!I': - — - .T.O. CAH/ PARAPET n c m 0 . ___ ____ ___ _ ______ _ ___ �������������_�_�������_��� �____ 166.00 V 8 LOUVER, ALIGN HEAD WITH B.O. SOFFIT PANEL, ___________--___--_-_ --- _-_-_- __ I_ SEE HVAC d COORDINATE W/ STRUCTURAL II _���— _P. _�� =—=--:.-���_� �_ _�� _���� ��_��� ���_ 11, 0 7 BRICK MASONRY VENEER o i S III II .7 Z_ 4�n -- =_ ___ ____ _ .S_ .r S CAM7PY °III __ -��EE� � _��_�� �� �_�_— —� _ �_� _� —� �_��_� "- O q =__EES_ —_ _�_ _� �-7PP�M!•1R. := Emus __ -.. 9 FINISH GRADE, SEE CIVIL _° _t $: 1111B. .____� _______� - _ _��� S�S�r R� ♦I— o . 10 SCUPPER BOX WITH OVERFLOW DRAIN, SEE CIVIL II IIII _ __ -------- -_ — , FOR CONNECTION lo,..\. •• ---= -� �" " O N 11 TIE ROD, SEE STRUCTURAL El _ - _ B.O. CANO2P2Y III -� - ='w----8- == --`--,-` -- 1 (' - — - - 750.oo' \-1. 12 i1ErAL SOFFIT PANEL, MP-1 J ,2 _ M_=_=_S_S�===S_3 IHhuI'�II'IIIIIIIH flI /� �I 13 EXTERIOR LIGHT SCONCE, CENTER ABOVE DOOR. -,v u g —___= ^ ^ _- SEE ELECTRICAL i m> u".'i`z / \ / \ / I ' 14 METAL SOFFIT PANEL - PERFORATED, NP-2 �'rn c�1. . �� �� -� / \ / I II 15 MECHANICAL UNIT ON CONCRETE PAD, TYP, SEE i° �. = _ ^ HVAC '' �' / 18 LOW-SLOPE ROOF BEYOND / 17 NOT USED I I.'''. - \ / \\ \ \\ / \.. I 1fi MASlOMiY VFNEER EXPANSION dl JOIN ALIGN WITH VL L.. _ \ MORTAR JOINT r �, \ / 1 \ 20 EXTERIOR LIGHT SCONCE, CENTER ABOVE C =- - _� / \\\_/: •:g EQUIPMENT TYP, SEE ELECTRICAL W• r ��- \W I I I / = 1 T406)15--Q.ORAOE 21 HVAC PIPING PENETRATION, PROVIDE SHEET O I I -- �- - ' ` METAL MANIFOLD d FLASHING!PENETRATION - ya '4"" E_I _ __ ___ __ J — 1�--L- ----J O MORTAR JOINTS �Y� Lv . QiV C ®TYP 0 WEST ELEVATION O 5 s >a u ,:4• = 1 0" WOO f V 00 �� E 1 1 1 I 11 M I I H . I os,. I I . I I CC - _ _ T.O. ROOF BEAM 2 _ r_ I 13.5 I 0 1---II, O P I 1, I �? jT 0.-CMU PARAPET _ O �i 156.00, - - - .-_�:a = —.. Q j O _ _ _ - - - - TO. WALL �� MS -e 1 ro 152.67' f- CANOPY _ - --�' ���� N LL J 2 ILI 1so.00'— 0 VA1 C/�a.�b = 1 ^^ �r W 1l2• �1- - I I 0'•I o m II • DESIGNED: 1 I DETAILED: .. CHECKED: �ADE � APPROVED: _ 1 L I , - __ ,_ - 7 DATE. LI --L- I 1 J 140.00 0 1r2 1 Illl I IF THIS T MEASURE 1" THEN DRAWING SOUTH ELEVATION 2 IS NOT TO FULL SCALE PROJECT N0. 175069 CONFORMED TO BID DOCUMENTS 36 SHEET 141 J • 1 / GENERAL SHEET NOTES 6 A. PLANS ARE CUT AT 4'-0'ABOVE FINISH FLOOR OR t REFERENCED LEVEL. B. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. PC C. ALL DIMENSIONS TO WALL OPENINGS, INCLUDING WINDOWS, LOUVERS AND DOORS ARE TO MASONRY NOMINAL F E D ® C O A OPENING. REFER TO SCHEDULES'TYPES AND MANUFACTURER I INFORMATION TO COORDINATE WINDOW, LOUVER OR DOOR M�1 WITH SIIE OF ROUGH OPENING. ti t D. ALL PENETRATIONS THROUGH INSULATED CORE METAL f�ti WALL PANELS ARE TO BE FLASHED 8 SEALED PER ,L I I I I I I 3 MANUFACTURER'S STANDARD PENETRATION DETAILS. SEE �,S O T.O. ROOF BEAM SPECIFICATIONS FOR ADDITIONAL INFORMATION. ..t - � .- - - - - -� - - -� _ - - �- - - - - - - 4 162.87' v Q3 !!Ill II O KEYNOTES ELEVATIONS g' $ I I / STANDING SEAM METAL ROOF h l a I_ _I II_ I TYP(Q) 0 2 REMOVABLE SKYLIGHT, COORDINATE WITH ._Q STRUCTURAL, CENTER OVER PUMPS C aA-- " 6 3 ANTENNA, SEE DRAWING 270 g I .°.. 4 INSULATED CORE METAL WALL PANEL 9 O5 TRANSLUCENT INSULATED PANELS ci II I III II MEM= ___.I I I I 6 LOUVER, ALIGN HEAD WITH B.O. SOFFIT PANEL, .- SEE HVAC E COORDINATE W/ STRUCTURAL yJ 8 Y! 7 BRICK MASONRY VENEER El q ;pyc• —;,�;■i�� — —�I-I� - MEN — - - T.O. WAL_.L 11 9 FINISH GRADE, SEE CIVIL _ •i X13 31 '3 152.67' ■■ �w m 10 SCUPPER BOX WITH OVERFLOW DRAIN, SEE CIVIL �.4 1111 II ``� III���II� I ������'�� �II����' ■�������� ����'�I� IiIi I!!I "1711 II I O® W� ��rll ® a SEE L SOFFIT ��� P }4 METAL SOFFIT PANEL • PERFORATED, MP-2 MII� 13 MECHANICAL UN17 ON CONCRETE PRO, TYP, SEE 94 ' � F HVAC nu , \ / \ ® 10 LOW-SLOPE ROOF BEYOND WI < \, :tiit 7EiE illtb--1 M■i aWr.. » NOT USED �_ __ 18 CONCEALED DOWNSPOUT:GU TTER ABOVE U C 1111 �. ��� O 19 MASONRY VENEER EXPANON JOINT, ALIGN WITH i 'Q1 RIII \ / —- , MORTAR JOINT CC — — 20 EQUIPMEN LTIP, SEEN EL TRICAL ABOVE O EQUIPMENT 7YP, SEE ELECTRICAL I/ I GRADE 21 HVAC PIPING PENETRATION, PROVIDE SHEET O �--+ 140.00' `J METAL MANIFOLD B FLASHING @ PENETRATION - ��YY D kJ ---—- _ SEAL WI SANDED JOINT SEALANT TO WATCH W O O1 au 0 4 L— —_---__ __— --J O MORTAR JOINTS � , ► 7YP(Q1 V p7 v -g EAST ELEVATION O OTYP(8) mm ro 1/4" = r-O° B Ci) z ©0 E • 0 1 o 1 O I E3I > . H T.O. CC ROOF BEAMrokk Q - - - - - - 12 O I- - 162.67' •i C O 1Q = Z• 3.6� I m m cc <, J 0 - ■Ill .1 o I W cc 1- OZ 4 ----— _ — — — 1...O. CW PARAR� Q CC CL ti I�yW,sa _ - == 158.00 W 4 z __ __==__ _______�- 2-2---=.14 - - -= B.O. Q -:=.L- - _ 150.00 2Ewiz. -si_ .9 0 .tif-i=--,=1:13:3ETEMESEEEiLmilteligiii•i-r-r-r-r-r^ __°var- o c r 1 1 c .0 '� . i� .��_ o -- . _ DESIGNED MNA .— ----. .- - y..-.�i� ---,. NI= , i-- YP DETAILED: JWE CHECKED: CMS _ .q,Ray raj HE�I :®g APPROVED: JMD 1.oJ .— a' am�i__�Ii� O DATE: FEBRUARY 2014 �����T= Lam_ — GRADE — - 140.00' 0 1/2 7 1 I I 1 __T _I- 1 IF THIS T ._ __ -1- L MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE 0 ®SIN PROJECT NO. NORTH ELEVATION© 175069 114. = 1.-0' A6 CONFORMED TO BID DOCUMENTS 3 7 SHEET 1411 r I \ O© GENERAL SHEET NOTES A. PLANS ARE CUT AT 4'-0'ABOVE FINISH FLOOR OR REFERENCED LEVEL. I I O I I • B. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. © I C. ALL DIMENSIONS TO WALL OPENINGS, INCLUDING WI _ I .. NDOWS, LOUVERS AND DOORS ARE TO MASONRY NOMINAL OPENING. REFER TO SCHEDULES/TYPES AND MANUFACTURER I © i^ I WITINFORMATION ZE OF OPENINGWINDOW, LOUVER OR DOOR Mr I D. ALL PENETRATIONS THROUGH INSULATED CORE METAL ti ~ 10 WALL PANELS ARE TO BE FLASHED d SEALED PER MANUFACTURER'S STANDARD PENETRATION DETAILS. SEE I - - - - — - - �I_ _ - 0 I;,.-- _ - _ - - - T.O. ROOF BEAM SPECIFICATIONS FOR ADDITIONAL INFORMATION. © I I ©SAM - �I - ( _( 162.6 1 © O I •`� Al ® 1 0 e a § EO Ea KEYNOTES BUILDING SECTIONS a S� n 1 I I I' %� �1`'' �6 IN 0 ° II I " c '�1��� ` 0 1 ANTENNA, SEE DRAWING 170 I. IIF- f / 1 I] im - ^••'�` 2 LOWERS, SEE HVAC !yy��� R -— _ © I / I �_�. ' 2 3 TRANSLUCENT INSULATED PANEL �y T.O. CMU PARAPET -------- - (_ •�A,i��s�l ■r_ 4 PUMPS(SHOWN FOR REFERENCE ONLY, SEE SSSS I i 56 OO' _ — _"=64-.10 1,1 ►V� i��Z r ":-.._ MECHANICAL o _LSI ►�I I �► -'::••. 5 ALUMINUM STOREFRONT RECITE SYSTEM '• : i7 �6, =I •►�i ' - - �, �� I �� 'F` INSULATED CORE METAL WALL PANEL .'.. �s�io A. - - •--`�iii---iaiii.6 p N.Naaaa 1' ".�i i - - T.O.0. WALL O. 100F _.I ►,.0■E-_ri. p T. 7 METAL SOFFIT PANEL, MP-1 3 SS 153.00' - -— - .1 �� ���■li i i 1\,. — _ I /� �— �•■1■■ISMi ii i it•■►� I e 152.87' v 8 METAL SOFFIT PANEL - PERFORATED, MP-2 . L�'ffiI �, 14�■1..011111 pps..i Iii ����►� ` 8 MECHANICAL UNIT ON CONCRETE PAD IS -iv ON ,��--tea 1L����►�_=--�iiiii�Y� �1n■f1� 1=11 1 .il (SHOWN FOR REFERENCE ONLY), SEE HVAC ¢ t- /y�•7—B.O_CANOPY- - - - -- - ��1ill■iiil��■i�l�100■11i01rsi�ill■1 I■li 10 REMOVABLE SXYLIGHTS TO BE CENTERED O tt �' 150.00' .� � ������■I�i�r �i��llii ■ ,..I STRUCTURAL PUMPS, COORDINATE WITH a ♦ / I J■ri iii 11011 ,1.1■ i STRUCTURAL ° i 1111■/�■��:iiiiiM' "'71i�11■1■liiil�■ 0 t� ;�\ C" n 1�►=1■ill�iiir�7�i■■1■II■�■li .I `V'� ♦ ■001110■�■iJ�ll �I�1■1 iil�■ ro :Q ■■■iiiia■Ilaz• al. I ■i1•iiiiirMrilIIMMI�ii■li N I o i ii i■ I I li i11• \ I 4) ..liiiiiiiiiiii_''i■i iiirsiNiiot---i��iiil�■ 8 _ ii�■ 1 II �1►-1�OIn■n1I1 �1�■,��ItF�ia1 =�■ NI i /�i\III_,Il�illc._as� II--���l. n ■ 1 V. Mi iiiiiiviiil►A■iiiiiI misni�s�0.61p:as.sa•swiriaNIlMMiitli• I-E ■iiiiiil ►,► ■ tvi n i■�1 liili�i ilk■ I 0 c ra::::1� iiiiiil �iWm 6 !Iii '=--- ■li►i I o I z!42 ll�lii iii�lili■ iif■li■IIIMPIIMi■� illl�larl■l01>■■!i _ l_ _GRADE,� {�} - — - - — EssM lwUlmars■s� 447:,"OW 140.00' >. Q V I •v. /��/� ..- y../\/ /•/ /•W / / / /•/ / / /.,.:' /....../�'_-% / //>/ \//\//� a.) • r, r , r, r �i\r\�� i, 'r\��\ air\fir\�i\fir\ ���, i wi\O 'i\r\r\r\A�\ SECTION EAST-WEST® jJ tm v mCO ° f0 0 0 0 o E e F o� 4 _B• Q..p• g .p• B .p• I _ I I © rvP(4)i _ _ I -r- I - - - I - I - — • - 111 �rt— I- -1 '�_ , - " jIj1f1 T.OR006I-ICI �S _ V cr p 1 J I� "_- h O� - II� _ '1;!111 NIB 111111 I 1111111 mum I 1111 I III 1111111 - - T.O. CMU PARAPET W cI I- ....I�i Il ' iII, 158.00' k o "M I :IVI IV1W KI_T.�I�I���i ii i�iiii ii��iil i i .. �IIII I IIIIII NIII 11111 . �� ����� �i rum nom I ;., 1� 11 _ II . � W .agW.aouowa�aora aaauawuauM �aa�a arou� •uaa nu•� T.O. l.I Q A_ci_L lI - — - — ' 153 00 ti 2 I _ _- II� 11 _ IU - - _ ��I•, Cis =C=iC =_!■ ii iiili�liiiiiiil�■� I N J — � — i _i_. ,-. iii■��loiiii i iMM e.o. cnNOPV O ti Q - - — — c�-� — — -1- . ��=i7'IC=��—� mu � T5D.00' � w Q z j i __ n, I i 1 f i�iiisir�Yi 7.._......._ __�L da■��n 1 E° L L I' ''■iBiitli0 _ IIII Y E; iL17iL.G► . iii _1ii�'____�_ i !MOM 111■■� / _ Q 1 1� i/■[1st■■1011■ �iil ! li■l ■1 1101• / ! - I'I ;L 1111 i■ . ■ii� ' ■ !<i . all . _ ° J lii / i_i1 1 i� P � 10!101 • i ■.' r . �! l �i■■0■ it 1 L i■J�.; 1 11111 ■■i■ r ■ a iiiiii�� / I��Ii ii Iit/� '! ( 1��� i __ CQ 1 �� liiiii■ ■ MIL ANN= i A si\ail■ iii =NM � DESIGNED: MWA CO • ..,s.��,s J ! -; _. _7 , ----1- �.__ T l -7- J_�>r �iiiil ,l iw■ - - GRADE • DETAILED: JWE _ -- — - ` - --- - '-- -- - -- - - `- - -- - . 140.0 CHECKED: CMS _ .. •�. _ ... __. APPROVED: _ �.^r JUG j._ / / / TE: M •; ::'•.;•'•.' FEBRUARY 2011 ��\��/ 2 y /� '/ /, Y /�/ / / /\//e \\</ ,<',\ \,,/ / //\ �/y / i///\/ /\/\/ / .: •.•/\/(/ /•/ / :':-r .< / 0 ,/2 , `/)�/ \y>�%%��\/i, r��/�/i��%i�%i`\\ \/ i/\i i��% �%�% %i��%>��i�i��%i(\/. i��/� /1). /V%i�%i�%i� % % ��v /i�7i�Y\%���i�%i�i\ /i��%�� A \\ IF THIS T MEASURE 1' THEN DRAWING IS HOT TD FULL SCALE SECTION - NORTH-SOUTH dek PROJECT NO. 114• • 1,-0• ® 0 175069 S A7 CONFORMED TO BID DOCUMENTS 38 SHEET 141 r ■ GENERAL SHEET NOTES 6 A. PLANS ARE CUT AT 4'-0"ABOVE FINISH FLOOR OR ' Tm REFERENCED LEVEL. 8. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. • C. ALL DIMENSIONS TO WALL OPENINGS, INCLUDING WINDOWS, LOUVERS AND DOORS ARE TO MASONRY NOMINAL OPENING. REFER TO SCHEDULES/TYPES AND MANUFACTURER INFORMATION TO COORDINATE WINDOW, LOUVER OR DOOR S WITH SIZE OF ROUGH OPENING. o.S. O. ALL PENETRATIONS THROUGH INSULATED CORE METAL w N WALL PANELS ARE TO BE FLASHED&SEALED PER ,._ c c ti 1 MANUFACTURER'S STANDARD PENETRATION DETAILS. SEE . m°s SPECIFICATIONS FOR ADDITIONAL INFORMATION. g C 00�¢ I o„. 30 \ N 4O 3 2 �/ E 111 T geW R.-1 I I I I a -B 8 A m OVERHANG rt 'F 1 I W O 1,••E 2Mr.._ — _ T.O. ROOF�BEAM I + I _ _ T.O. ROOF BEAM i t e I I II -'47,eff:a== 162.67' 162.67' v o I I I `!"i� I J � I 1 1 1 I � 3�>>w�Wg iffi I l_ I ,© I I a =g I I K ■1 ©Ark 0 ■ e © I SAFETY CRAIN W/ OPERABLE ��1 0 CLASP. CM4IN AND HARDWARE J 112r1I I I ~ c TD BE STAXILE55 STEEL I . NM © 1 .++ I ■ ,i _ �_ _ ^--- - T O GPp�j — I IIII , T.O. CMU PARAPET T_0. CAW PARAPET I g '+^'a y 1 ,ii 158.- �' 5''0. I ;inl 156.00 4 •0• 1+ I 156.00' v �o S QI 1 IIII OVERHANG 3 U v =` ® , a 'n .. a ..- a L.L►.:®r + \ �■ Y� re =----� iij lul v I 4 .= '!-r�,� a=I_• ..,., 111W!1 =:=r•'- — iii! s mm Y— ;i- '�= 'i T.O� _� IIII 1N T.O. A00F I1 I •I �. _:::: I T.O. t ai®I , _ T.0_R00__F I� v 45 fD �1�AAt��t i V I i , 169.00 11111 IS3.00 WI -_ 152.87 ■I®! , 153.00 ■�I -II ■■EC:FM�=° ��I A �!®i .M.��1■■It.1�1 ►1I1� Iii..,..__ ---- ----=- i- I I L_CNbOP.Y L1■■■— Ini■I■ (� ' v II! Ii-,----_--------------- I B.O. CANOPY J . B.0_CAN_— PY 1 -- ��� 150.00' I �I` 150.00' 150.00' © © I : I - I•__ L Vi 0 pI_IiI_I A v v ■_ II — Ii a eIF / v ■■■ i 1 R�RRRI�1=I L ..� Q o EXTERIOR i - I ELECTRICAL ROOM PUNP ROOM k [arum 103 1■�®I:. �EXTERI011 ” EXTERIOY=I LU i I 102 mini i 101 = i∎i ; Ma= O I' w w AllI ' / (D tics 1 _- 17 I I 1 11 II ® III IM !1L \ /� Q t, EN O w I I 1 I ! !111 I I BIM. ;®I ' z DPP I 1 . ■■ . +N! . 1 e ■tin!_ ! \ I Q I . , • 11®1 .. ! III . � _ I _ _ _ ��Q GRADE I.. �I,I_ _ GRADE l -- GRADE L•— 140.00' v 140.00' • to 140.00' •• a�9991.4.1 140.00' . I 140.00' l 1' CHECKED:-///�/ ///�//\//AA//< APPROVED:I irk 1 i I% RATE: 0 IMIIMIMI IF THIS DOES NOT MEASURE 1' THEN DRAWING ELECTRICAL ROOM WEST EXT WALL ® ELECTRICAL-PUMP ROOM INT WALL 0 PUMP ROOM EAST EXT WALL ® ELECTRICAL ROOM NORTH EXT WALL e PUMP ROOM - ENTRY WALL e Is NOT IOFUiLSCALE PROJECT N0. 712' • 1'-0' 1.2" = 1' 0" 112' • 1'-0' 112' • 1'-0' 1'p. = 1 .p• 175069 CONFORMED TO BID DOCUMENTS ss EET 141 J r ` N PREFINISHED METAL PARAPET COPING CAP PIPE PENETRATION PREFINISHED METAL PIPE PENETRATION I gl PARAPET COPING CAP WITH HEMMED DRIP EDGE (20 GA MIN) �,r�-� \ y 6 WITH HEWED DRIP EDGE \ `/ MEMBRANE CAP R CONT. CLEAT SEALANT AND FLASHING .. (22 OA MIN) SLOPE ` O - FLASHING MEMBRANE- SLOPE a MEMBRANE AT PIPE r MASONRY VENEER TIES, PENETRATION i� '- ROOF BALLAST ' ,. SEE STRUCTURAL TYP j o io 1 ROOF BALLAST FASTENER • SPACE AND _ TYPE PER ROOFING MFR , = C _— 0 7.0: . -_-- 'C!:!!!!iiy_`_ A a STAINLESS STEEL HOSE CLAMP S ;sue I 'ti p o REOUIRMENTS F -. +.• R ipT.O. CYU PARAPET _ T � _ ■ I���pp ® II I _ ;1Ø91 �'M ' I 7.0. ROOF - '• ' i _ _I_ 7.0. ROOF CONT. CLEAT ANCHOR PLATE MIME FASTENER - SPACING AND TYPE _�rILfr tl��la I� �— c ti • PLATE f'r4 I d AT 1' 0. OC, 11\t J 6 PER ROOFING MFR r--� _ BASE FLASHING, HOT ra°" OVER i' RIGID ;■O� REQUIREMENTS �' AIR WELD 2 W ANCHOR PLATE �-^\J INSULATION i -- 1 s AT 4 •0'OC, - - _ : - - BASE FLASHING, HOT AIR WELD ° OVER 1'RIGID t BRICK VENEER !��_ HANICAWLEFASTENED i O q ROOF INSULATION I RIGID - - m o_ °o INSULATION o _ MINERAL WOOL FILLER y� g .°J.F,c ; - MECHANICALLY FASTENED X Y c ROOF MEMBRANE i - WEATHER BARRIER, - /-/ -. a -^ - __ --- m -_ .. V I * °i CANOPY TIE ROD AND / - I LAP OVER T.O. WALL MINERAL WOOL FILLER WHERE -� WHERE PIPE PENETRATES- -------- h DECK (TYP) w g ti c t HOLD DOWN, SEE I I _ - STRUCTURAL -1_- PIPE PENETRATES DECK, TYP �- . R ROOF PIPE PENETRATION FLASHING (TYP) o ROOF VENT STACK PENETRATION cMU WALL, SEE STRUCTURAL BRICK VENEER ��� , 1 RIGID INSULATION �� _- o I 7 ,e - _ _ _- -._ i 112. 1'-0'o , 1;2" 1'-0" o WEATHER BARRIER, LAP / .:. ,, r . OVER T.O. WALL //� I 1 I �_f _ STRUCTUILIL E a •• o�' CMU WALL, SEE STRUCTURAL -- / ROOF MEMBRANE - LAP OVER 3 © `:<3 i t R `-:',i, 2 1/2" RIGID INSULATION BARRIER OF WALL OVER WEATHER WEATHER BARRIER, LAP OVER HARRIER THROUGH WALL FLASHING ROOF MEMBRANE - LAP OVER ROOF BALLAST RIGID INSULATION iuUUIi- ' q 3 TOP OF WALL OVER WEATHER �pN��� "� BARRIER PARAPET CAP ® PARAPET COPING - GRAVEL STOP FLASHING ® MORTAR NET �� iii°' s/s• NAT - 4 ,� 6�_ / riilC=I� CHANNELS, TYP �` �.,og 3 �, CiiiiC i A -*- i m>- �y� WEEPS AT 24' OC W.141-4 m 8 c 1 BRICK LEDGER ANGLE, ��_ I•u s LL INSUUJED CORE ..�. �'S 2 SEE STRUCTURAL ROOF MEMBRANE- LAP CANOPY TIE ROD AND HOLD CAI - METAL WALL PANEL j UP(WALL TO T.O. PARAPET ��/_. - -T DOWN, SEE STRUCTURAL SLOPED STAINLESS STEEL :• / - _ THROUGH- WALL FLASHING, `• I I (.ANT STRIP %/ 1 HEMMED OVER HEADWALL FLASHING II - 'I �. ,` U c �_ I _��� FSTANDING SEAM METAL - CMU WALL, SEE _ I SPRAY-FOAM INSUU770N STRUCTURAL �iI�'` I _ ROOF MEMBRANE HEADWALL PUSHING PER �] 1 __.--� -- W O 8 STANDING SEAM ROOF MFR i EXTERIOR INTERIOR WEATHER BARRIER l� 7ii11,- .-'___ � * , � � }.J iii. - COVER BOARD OVER TAPERED ` c Li RIGID INSULATION �', ii I -._ _ RIGID INSULATION `• STANOINO SEAM ___ - W O g$ CIJ �',� •WM� I 0'•6' �� METAL ROOF - .. ., 3 V o` ,}.d 2- _ -+� . _ _, :1■■■I METAL DECK, SEE \`z ROOF MEMBRANE TD.iB-�iiRii-' . .��," I �--H_ pO1 L ���I STRUCTURAL _ ���u��rwr�MU� _"'" ,�♦♦C :vpj -� 7 �wwA�A�Aru�/�rMIM�iMMr�u SLOPED STAINLESS J >. i� 7?� COVERBOARD OVER = �w�: ZEE CLOSURE CLIP _ Ri AND SEALANT PER STANDING SEAM METAL ` X ROOFING MFR METAL ROOFING STANDING SEAM ROOFING y 6 `� STANDING SEAM METAL e •N■■ �■l�.p �� f• PREFINISHED METAL �I.y nIYJ FLASHING Wr HEMMED ROOFING .■ jj:N" -`-�_ GRIP EDGE DRIP HEMMED GRIP EDGE • IN L > —.:� -�- ��r• STAINLESS STEEL ROOF MEMBRANE, LAP -.�■ _,I GUTTER GUARD ���va7��M;:V-4r� M ' --- DOWN BENT PLATE OVER =Z _ 'I - _ MOM COIITINUGUS CLEAT Ii .'�• T.O. GRIP FLASHING 1. - _�■__�__ it ,I■ ■11111111_' o METAL SOFFIT - -' PANEL, MP-2 o ._ . _ _- . _ i �■■ �■ 81��■ ■� E:_ WALL PANEL CLEAT i ti INSULATED CORE METAL— Ir'-- __ WALL PANEL 4 S¢t. BENT PLATE, 1111111 I �'�� - \ STAINLESS STEEL -- I METAL DECK, SEE o SEE STRUCTURAL - GUTTER LINER, SLOPE TO STRUCTURAL, SOLID GROUT q o DRAIN ENO PER STRUCT yy 2 3 °$ I FLEXIBLE FLASHIMO � 21 g x$v $ . ROOF MEMBRANE, OVERLAP Iy !` OVERLAP PLATE I a 'r w METAL fUSHING I O \ I `PAEFINISHED 20 G4 BRAKE I $. `.� METAL TAL DECK, SEE I - g METAL CLOSURE, O. GUD AND - 0 2 •p; or E 2 1/2' LIGHT GOUGE ilk STRUCTURAL O gIVETED OVEN T.O. GUTTER -7-I p I '-g �- INFILL FRAMING _ R v.p II BENT PLATE, SEE STRUCTURAL R F o 7!B" METAL HAT CHANNELS ' � LIHT GAUGE METAL INTERIOR - - EXTERIOR, MING 1 te' OC SHEEAT SHEEPERAL IT ANEL, MP-2• LASI ! JOI4' HAT-CNNELS @ i•.• DRIDGE MIN I PROVIDE WEEP HOLES FOR BACKUP Ogg. A DRAINAGE 454 PERFORATED METAL Y _g SOFFIT PANEL, MP-2 HIGH ROOF EDGE 4190 GUTTER • HIGH ROOF RAKE EDGE e 3• • 1'•O• T REMOVABLE SKYLIGHT W! LIFTING i. L1/G5, SEE SPEC ` ♦1 REMOVABLE FASTENERS PER REMOVABLE SKYLIGHT SPEC FASTENERS W/ REMOVABLE SKYLIGHT, U`N SKYLIGHT MFR, TYP - LIFTING LUGS,SEE SPEC ``_ SEE SPEC r i ■i METAL STUD FRAMED ROOF CURB -"'..,An METAL FRAMED STUD Q'0 C �' I W,� DEFLECTION HEAD @TRACK = ���l PREFINISMED SHEET METAL CURB Wi DEFLECTION W o Lo CRICKET, SLOPE TO DRAIN, '1111 ■ � _' TRACK 0 HEAD ' •� TYP @ SKYLIGHTS .0 ROOF MEMBRANE, UP l lip I o a HEM''��, SHEET METAL LINER �L 8 ■ OVER J.O. CURB ■o- O o g O STANDING SEAM Y 3 L a „FM ��� d r STANDING SEAM METAL METAL ROOFING N a■ ��?�i i =/ir `� ROOFING U C U mor •� _■==t■■r`: I Ems■, ROOF MEMBRANE, LAP -p a STANDING SEAM 7■■■RS I �' r...ved■�.rr�.._�w��LwepGrorsaI s ji■.r47� I� OVER 7.0. CURB M�M= 4J ro METAL ROOFING ■ rig, I■\■i 1111 ■■■■■■.��s�.■■W -�- W O] •1111■■ r ■I ■■N■■NV■■■N�. _ ■ sumwo=m=■■■■■■■11...... ; 2.112' RIGID , ROOF MEMBRANE LAP ' :��PSMMu■r= INSULATION .� OVER T.O. CURB ■ 1111 ■N OI ■■■■■■■■■■ice,L■■ �u■N■■N■■■■u=■uu■■■m`� Alb' 8 ��■!i 1 1111 1111■■■ 1111■■■• ■�■■■■ ■■■■■■�■■■■■/■/■/■■�■■W SHEET METAL CLOSURE ` ■■�_■■■■ 1111 1111 2-1i2• RIGID I■■■■■■■■■■■r■1111■■1111■/■■■■■■■■■/ ■� u � e@-�_ rr -�\/r+Ii I■ 1111�■■.��■■■��■■pp ■ --- N■u■N■asmala momal N M■r•�� INS• ULLATION SEE �' I i����■YN11■11��■■■■N11■■■■1111 ...,all ■ ■u u■■■uuN■u■ui■��� ■=■fjl■ ■�qu■�N 1� ti�■o.�e C-CNAIINEL. SEE STRUCTURAL C-CHANNEL, SEE ��� =al9C _. - r�l 7 STRUCTURAL STRUCTURAL % METAL STUD FRAMED �i 1111 i CURB Wi DEFLECTION i TRACK AT HEAD 74 - --- -- ---- I -— --�h _MOM,■n�N.M■2■.MMIWIMMOUJOM SHEET METAL CLOSURE TYPICAL SKYLIGHT AT HIGH SIDE ® TYPICAL. SKYLIGHT AT RACE EDGE ® :1::::::::1.1.:11 LOW SIDE /yQ/y.. WEATHER BARRIER OVERLAP FLASHING 8' 1 -0' 3' = 1'-0" Q ;43 MORTAR NET rl:BRICK MASONRY VENEER ROOF MEMBRANE V '8 CO REMOVABLE METAL SOFFIT ��!!1 _ A - - - ROOF INSULATION 1— _ W PANELS, MP-2 WITH C-METAL WEEPS AT 24" OC �� L./ I■u■ y I FpT AIR WELDED OVER FASTENER ■u ■1%M■ ti CLOSURE PEq YFR STEEL LEDGER ANGLE, V_�AIy�` ■■■a I ■■u■■IFI - ■n 1111 1111 ■u■7[n ■ -J SEE STRUCTURAL ='�� ,'.■u r I•� �_, jl, �n=iii■�■n�.ni=i■ I W Q '� iio I►♦ -_ , ------ i■itiwi■u u■uMO■ 2 ~ I�- 'J DOWNSPOUT SHEET METAL STAINLESS STEEL , '■1111 _ , --. , �.. 12.2.....,11 - 0 U W — THROUGH-WALL FLASHING \ �I=� - Si/!�� v� ��i°■iii _ ••!L W y GRAVec sroP EDGE ! =J�si �A����i::=L�iI C'3 Z 1-ti, PLATE, SEE�.--,— _ I , INSULATION S U EDGE OF ROOF OVERHANG ABOVE Y, 1 1. '!i:{:-tr' T q D SEE SY4CNA STRUCTURAL O w ¢ Q(� / AIR 4 ROOF MEMBRANE OVERLAP 0, 8. FADOITION4L2INFORMATION I' I_I Ii JOINT SEALANT PER INSULATED .I I METAL WALL PANEL MFR 9Y W 3 ti I STAINLESS STEEL Z RECOMMENDATIONS, TYP , ,, FLASHING WITH REINED OVERLAP, MIN _, , - - B.O. CANO__- PY m 0 3-112' x 1-1/2' METAL Z- s.� _ - fed D0' `1 FURRING EACH SIDE ill 'y - OVERFLOW OPENING�. SLOPE i! `r?41-� � ::I @ 88' AT J `/ / Ar . ff _I, 7/8' IN7 CHANNELS CANT WALL PER STRUCTURAL Mi' - _ _- -``` /f _� PREFINISHED SHEET r i, _ �� METAL CONDUCTOR '- r- ■1-, * • •-,-.-T. Y,-7' - PERFORATED METAL HEAD TO OOWNSPOI/T 4 1111■ 1 SOFFIT PANEL, MP-3, INSULATED CORE METAL WALL (14"W X 14'H) — 1 : :: I 1 WI C-CLOSURES PER MFR DESIGNED: PANEL SYSTEM _' �' DETAILED: 0'-8' - : M' I 814'HAT-CHANNELS @ CHECKED: M M I .._... 21.O.C. APPROVED: �J��T�O_AOl1P — ��� INTERIOR : ': ' .g) �. - '_3.00' ,' - - DATE: I J;! �L'�/// I I- ___ __ ...._... INSULATED CORE METAL IF THIS/ i ____—_ 'L;.i^.&-°: WALL PANELS MEASURE 1" THEN DRAWING IS HOT TO FULL SCALE PROJECT NO CONCEALED DOWNSPOUT ® WEATHER BARRIER THROUGH WALL SCUPPER ® CANOPY SOFFIT - WALL PANEL TRANSITION S 1//7�15��069 CONFORMED TO BID DOCUMENTS 41 SHO�ET 141 f 0 0 0 _ � A r lull WAL PANELMETAL a A SPAY•fOAY INSULATION M ,�. �+ , �_ gI`t SPRAY•FOAM /.I INSULATION _ INSULATION ' �� EXTERIOR I ;� � .•,,,,� � {,'. W-FLANGE, SEE STRUCTUH:� w y� LIGHT GAUGE --a �� �� • ��:7,-:,-.L.` CMU WALL, SEE S METAL FRAMING ��� �` ��� C• STRUCTURAL ti .• �� �. INTERIOR N o ftil r♦♦� , , : +� S , ` 0 OF MEMBER 9• IIi ( YOND TRANSLUCENT PANEL b Q PREFINISHED METAL INTERIOR + EXTERIOR fAill4 c INTERIOR EXTERIDR W-FLANGE ROOF '" '' c NP-Z � �� �.e� � 7/8"NAT CHANNELS 1 STRUCTURAL SEE 'E' g p 2� or I PREFINISHED SHEET I FLASHING WI HEMMED DRIP + . PREFINISHED SHEET METAL _ METAL FLASHING ,' , �': ! iB" 0.0. '' rte!/ N h o I 7/3' HAT CHANNELS .-„ [ � EDGE -' METAL SOFFIT PANEL, m; '� W/ HEMMED DRIP EDGE ► PERFORATED METAL ��, MP-2 .h p 0'-1" r4ip. LOUVER ATTACHMENT CLIP I SOFFIT PANEL, MP-2 - °'LOUVER, SEE LOUVER W/DEFLECTION, COORD Wl _ /' irr� ' ¢TYPES AND HVAC LOUVER MFA V, .4 I I p ¢�' W 4!EXTERIOR TERIOR TRANSLUCENT INSULATED n c ow 2 rz WALL PANEL WITH INTEGRAL 4 INSULATED CORE LOUVER ATTACHMENT CLIP o � LOUVER ATTACHMENT DEFLECTION HEAD PER MFR, 0.; - 4, ,'.' METAL WALL PANELS W COORD DEFLECTION HEAD, TARANSU NTWIN INSULATED o CLIP, COORD W1 ALIGN WITH FACE OF CHU - LOUVER MFR DEFLECTION HEAD PER MFR 3 w LOUVER - HEAD a TRANSLUCENT PANEL HEAD @ MTL CLADDING a CMU WALL TO ROOF AT LOW SIDE a TRANSLUCENT PANEL HEAD @ ROOF OVERHANG e i l w fg > w,Z,o JAMB ANCHORAGE g;g-�m-:y.,C ti EXTENSION PER TRANS 3 ¢oj H y LOUVER ATTACHMENT O INSULATED WALLPANEL ti c� w g CLIP, COORD W/ INTERIOR INTERIOR MFR F ff ?¢ LOUVER MFR LOUVER ATTACHMENT CLIP, __ - INTERIOR T COORD W! LOWER HER LOUVER ATTACHMENT CLIP, - TRANSLUCENT COORD WI LOUVER MFR INSULATED 0� '�•�" ' -� • '•, •'A ( _ o EDGE OF JAMB BEYOND ♦•♦ �•-��' ALIG WITH ��� I�I =U ///��� P2�.� Zali����1 y I*� �.� �'`1I�'I CMUSBELOW 0 �� �+ TRANSLUCENT INSULATED :� ►� a C 1\ LL! :13i LL PREFID SHEET �� i"r`+ l<�.={: �1 4 �/3 V O CU METAL PAN FLASHING i i O L CU CHANNELS AT :4 ! ���a' WITH HEMMED DRIP EDGE III LD ,C a 24° CC NORIZ ��4►w���i► ����S -.�L'�-"M�- I �,� `« r� ..4, Iu, --- - �'�I U� >8 V INSULATED CONE --- METAL WALL PANELS INTERIOR EXTERIOR CO_� 3/4'HAT-CHANNELS ��QO g �.........._.:� �� �� lb Y . ' P 24° O.C. I''';;— ,!::!r:A:fr BACK ANLE CLIP ����- �w.A.� METAL WALL PANELS 1 �R T'B" PLATE WLDED TO �•• ���� ;,�E.:".:• : +���-� ::II ,..,,,a: T.O.. . LOUVER PREFINISHED SHEET METAL EXTERIOR I l�� �� .�� ANGLE FLASHING / "`''° � E ,°�!' PANEL END CAP PER EXTERIOR I LOUVER, SEE LOUVER @124' OC CHANNELS r MFR, 7YP TYPES AND HVAC BACKER ROD AND SEALANT EXTERIOR INSULATED CORE METAL WALL PANEL LOUVER, SEE LOUVER- - - TRANSLUCENT INSULATED TYPES AND HVAC WALL PANEL, ALIGN WITH CZ SLOPED SILL PAN - - OUTSIDE P.O. CMU CC H FLASHING BELOW LOUVER JAMB TRANSLUCENT PANEL SILL @ LOUVER a TRANSLUCENT PANEL JAMB @ MTL CLADDING a TRANSLUCENT PANEL JAMB @ WING WALL e Q `-1 2 ti2ti o 0 O BRICK MASONRY VENEER Z 1- J LOUVER _ ATTACHMENT MORTAR NET I LU Q Q CLIP, COORD W! , I M- i --_ LOUVER MFR .�Hf)I 11.._- TRANSLUCENT INSULATED Z (n F---.1 ��� ��� STAINLESS STEEL 1-- U LU ,♦aw�r-�sMw THROUGH-WALL W.41L PANEL, ALICdJ O U OW" A ' ' 0 I" FLASHING ,. / WITH OUTSIDE F.O. O Q 1.1-.1 � IOO , MWMf�1� CANT, COORD SILL CLIP 1 I i $ 1y 1y LOUVER, SEE ' j�j�j � STEEL LEDGER ANGLE, ? W j =g � ANCHOR W/MFA LOUVER TYPES '��y�� IS,4 SEE STRUCTURAL INTERIOR EXTERIOR r�^��v Q U AND HVAC i:•F. �!, I - v,Q Q a CMU WALL, SEE CC ...ttt��_ liINMEmi'' ::: i I� � STRUCTURAL O ;...CL. J■ EXTERIOR INTERIOR v i�Mi j�4 I' SLOPED PREFINISHED Q H I "iii7.n �p �r ' WEEPS 24' 0.0. SHEET METAL SILL PAN W O Q • Aim;...... p FLASHING W/ HEMMED < ~ PREFINISHED METAL -- �����-����� � BACKER ROD 8 JOINT �' DROP EDGE, r1' CO W SILL PAN FLASHING `0 -'- �i��►i•�.�"��rla SEALANT 1 LNG SLOPE TO DRAIN V pip--:; .. - _ L 11rF.-7 J WITH HEMMED _ _ - . . , . - _____ --- THRU WALL PIPING J _.� - 1 DRIP EDGE, SLOPED 1 i MANIFOLD, SEE ii ii M SPRAY FOAM ,� EM o �'t1 \\ -- .ce tic INSULATED CORE y T �` 11�� lop: ` OA tWHH ROOFING SEAM DESIGNED.• METAL WALL PANELS © I 1' - 314' HAT-CHANNELS ••' M Mu:A SEALANT _na® ROOF MEMBRANE CHECKED: BACKER ROD&JOINT AT 24" OC 'MW11!.1�gq /4, punnanNum u , .,. =WMI� ��' !� APPROVED: �� ke MMWM�'11 � _ 111 TAPERED ROOF DATE: r �u �V .In 11 r e ��1 INSULATION CRICKET 0 1/2 1 1 j I�'lb�, WEATHER BARRIER �� ®IMMM� RIGID INSULATION IF THIS T MOW !!i!!!!jI 1• �� li i MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE e O ® CLADDING PROJECT N0. LOUVER SILL NOT USED J BRICK VENEER PENETRATION FLASHING TRANSLUCENT PANEL SILL @ MTL CLADDI 1 75069 CONFORMED TO BID DOCUMENTS 42 ‘. AD3 141../OF r_ •, .41 ... (-12) O _____,___ . 6 3!4' HAT-CHANNELS @ 24" ON OC \ 1 , ,I -- INSULATED CORE METAL WALL PANEL• .- �� �� INT a!-; .-' INi EXT j V CAN/LINTEL, SEE H !•, :U;: ;;LL, 4 STRUCTURAL .. �: RU ll g COVER EXTRUSION BY ELECT PUMP R MFR ROOM ROOM i c • �, � „ NT ° •S —PREFINISHED METAL BACKER LAN x i� Y 1 g 4 g - •-- `,_ - HEAD FLASHING WITH -�. - AND SEALANT a a y g B W Ht HOLLOW METAL jj '] ._-_— FRAME ii' BACKER ROD AND ALUMINUM ° ��A, SEALANT EACH SIDE R INSULATED HOLLOW �II'I' STOREFRONT R r e�ee;I METAL DOOR FRAME STOREFRONT d Yn Zr w INSULATED HOLLOW c w g METAL DOOR a C S■ C 4■ a o ¢ n HM DOOR HEAD @ INTERIOR (JAMB SIM) aO DOOR HEAD @ INSULATED MTL PANEL O WINDOW HEAD O 3' . 1'-0" 3' . 1'-0" 3" . 1'-0" ' Wy°!ti' � �3 it`5 g 6 6" COVER EXTRUSION PER MFR ALIGN TRANSLUCENT EXT INSULATED METAL PANEL �2 8 • '......' INSULATED WALL i PUMP U ID �' PANEL -��- ` BACKER ROD AND SEALANT ROOD ALUMINUM j-�B-i •111111111 LU u, STOREFRONT METAL ANGLE FLASHING T. RECITE 1111111• OA BACKER ROD AND SEALANT �Y•o TRANSLUCENT o N� =I EACH SIDE mow/3 k j 4'-0' — INSULATED WALL I"""I u �. I y L d cu E67IE: r -_- _ INSULATED HOLLOW METAL • ��'7 © v C o 1. ALL DIMENSIONS ARE I""'1I el el DOOR -: .4 �. • J� >.- L-" TO NOMINAL MASONRY - OPENING. COORDINATE _.....�� INSULATED HOLLOW METAL \ m M m ro WITH FLOOR PLANS AND ,� • DOOR FRAME STRUCTUwu. m iiii !� WI. Al.k. IMrLO•,_ AND seawrT _ _ _ LOUVER, TYP iir lir° 2. SEE MVAC FOR '- ADDITIONAL INFORMATION. ? TNT . ELECT CMU WALL, c Ll L2 ti _ _ _ _ ' _ _ -- _ — T.O. ROOM SEE STRUCT co W EL . I- I- WINDOW/LOUVER TYPES © DOOR JAMB @ INSULATED METAL PANEL WINDOW JAMB 0 cr ZD � = 9 °b , J DOOR SCHEDULE i DOOR DOOR FRAME FRAME FIRE HARDWARE - ---- ALUMINUM SILL PLATE O Z (� DOOR NUMBER TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL RATING GROUP COMMENTS INT EXT TO MATCH STOREFRONT �R W 6'-0' DIADI E/A114 F/A04 V Q ~ D101A A 8'-6' 0'-1 811' HM PT NM PT - 1 DOOR, SEE PLANS 6 ALUMINUM STOREFRONT W =O OIOIB B 6�_0. 7'-2' 0'•I 91I' NM PT NM PT DTAD4 E/A04 'f/AD4 - 2 .11:::::::/ DOOR SCHEDULE FOR TYPE Rf1ITE SYSTEM U O D101C B 0'-0' 7'-2" 0'-1 3/4" NM PT NM PT D/A04 EIA04 P/A04 - r D102A B 6�-0. 8'-6' 0'•i 9/4' NM PT HM PT D/A04 O/ADI SIY- - 2 THERMAL BARRIER ALUM "J(� Q O 6'-0' -D/A04 EIA04 flA04 SADDLE THRESHOLD SET IN 'I I O W Q'1 D102B B 7'-2" 0'-1 3/4' NM PT HM PT - 3 :0::RB::LOLFERSEALANT BACKER ROD AND 0103A B 3'4" S'-43" 0'-1 3/4' NM PT NM PT - 2 .4. I-d SEALANT EA SIDE f'' Q ,--.1 LLJ 01038 C 3'-0" 7'-2" 0'-1 314• HM PT HM PT 0/A04 0/AD4 SIM - - 4 LOUVER JNT SEALER OVER 111110111111,1 / . m q Et ALIGN Q Z ---__ _ f _ T.O. S. LAB o��a� Z Fl IIII I (0 / / I ° ELECT PUMP CC / ROOM . ROOM O / , . �� SEE WALL, II SEE STRUCT EXTERIOR SLAB, SEE CIVIL K. DESIGNED: ` — -r DETAILED: T.O. SCAB n CHECKED: te —�© APPROVED: _ a DATE: 6 0 1/2 1 . IMial ' IF THIS DOES NOT MEASURE 1' THEN DRAWING DOOR SCHEDULE AND TYPES O TYPICAL EXTERIOR THRESHOLD O WINDOW SILL O IS NOT TO FULL SCALE PROJECT NO. 3' - 1'4• 3' - 1'-O' 175069 CONFORMED TO BID DOCUMENTS as SHEET 141 r / EDGE OF BUILDING 4 KEYNOTE - GATE DESIGN ° 0,-2' TYP 1 PRECAST CONCRETE CAP 2 BRICK VENEER PILASTER • 3 CHAINLINK FENCE, SEE CIVIL 4 WROUGHT IRON SWING GATE ASSEMBLY WITH _ T.O. BRICK 1" SO 16 G4 VERTICAL PICKETS, TYP - ' —r-O' +AFF i- V SEE SPEC AND DETAIL C;CO2 I I 1 I 5 CURB, SEE CIVIL 1 6 GATE ANCHOR, SEE DETAIL E/CO2 BRICK VENEER 7 3-1/2" SO FRAME TOP, BOTTOM AND _r _ _—_ SIDES, TYP ; I - - 8 DOWN ROD ASSEMBLY, SEE DETAIL EjCD2 8S e GATE PERIEC 9 FIRE DEPARTMENT APPROVED 4. SURFACE-MOUNT KEY BOX, KNOX BOX OR 88'" - — II! EQUAL REGISTERED BY TUALATIN VALLEY � FIRE 6 RESCUE. INSTALL PER HFR'S � - I INSTRUCTIONS @ 4'-0'ABOVE GRADE. $°�. I w I 1 I 11 eg 1 1 1 1 1 1 myqs -- SWING GATE - -- HINGE ASSEMBLY PER I `I I I I ! SUPPLIER W 5j7 k 1 l I I I I .0 it eE I 1 I _ ; - .�ti�i • kp -z 1 I I li I { __ _ --- �r I 1 I ! _ _ ,D'.2 MIN 'es, '%116 p` Yf I I I I I. _ 1 �r■III I :7.:7. 4 I 1 I - �IIIIMI r♦eeeeeeeeV, ♦♦ 1—E I I 1 II C . -:■i��i e�J�� W a I I I I Wi . eeeeee p >o L° +V., ■ _-= . III .° et.t a �u o f I l is ♦e0eee� 0 �F .� I I I LJ L_q GRADE L'_om=�y R�u!� ::r:.'��j��������� - -or -SE QC a° V —J IETIT TSEE TD2 O GATE PILASTER DETAIL - ELEVATION CD GATE ELEVATION e . 1 = 1 0' 114' 41'-0' O p !,y O �p 2'•T 112TYP 0 _ 4 CC IL 10 ler ti ,pet•, ice'.::. .... ••:r. ►°� ��----� — g/`:..... .4 _...;.c d — - —$- - — - �4 W a =1-1 IEE 2 mew i � 4 i VI 3- — o o ■ 0 En cc W Q Illp . 4 HINGE ASSEMBLY PER ► :•4 0 1.e I∎,•■ __"_-- '-= -_---°---- - —_.._,∎ei4 GATE SUPPLIER 44i�j •••4 ----P r�J F „..4�1/ 7. BOLT ATTACHMENT d PRECAST '�4 �; N PLATE, DETAIL BICD2 :V�� CONCRETE TOP, I : 4 I SLOPE TO DRAIN ;�4 12'•0' 12'-0' j j j®, `• --- 0 DESIGNED: MIYA - DETAILED: .AIf __ 1 "" 4 -';i SWING GATE A / :_.� / / _:: O CHECKED: CMS 1 1 :_-► ► +:EE PER SPEC CLEAR / -._j ► _ I APPROVED: MO `O'•6�2'-3 112' f DATE: FEBRUARY 2014 F.O. -. .._ O 0�112 1 Cif! 2'-B 1/2' THIS DOES NOT MEASURE 1' THEN DRAWING GATE PILASTER DETAIL - PLAN 0 PRECAST CONC PILASTER CAP DETAIL - PLAN GATE PLAN IS NOT TO FULL SCALE PR0./ECT NO. f/4" = 1'-0' 175069 AD5 CONFORMED TO BID DOCUMENTS 44 SHEET 141 GENERAL STRUCTURAL NOTES LEGEND 8. FOR ANCHORS INSTALLED IN HARDENED CONCRETE OR MASONRY, USE A SYSTEM COMPLYING WITH THE X 1. SCOPE: SPECIFICATIONS. Q THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT UNLESS OTHERWISE 177771 OPENING (COVER PLATES, PIPE PENETRATIONS, g SPECIFIED TO THE CONTRARY. 9. USE STAINLESS STEEL TYPE 318 BOLTS WHERE "SS' BOLTS ARE INDICATED. DOORWAYS, ETC. WHERE OCCURS. SEE 1 U7 U7 ARCHITECTURAL AND MECHANICAL SHEETS FOR 2. FOUNDATION DESIGN: 10. LAP BARS AT SPLICES 50 DIAMETERS, MINIMUM, IN 4000 PSI CONCRETE AND 57 DIAMETERS MINIMUM IN 3000 PSI DETAILS) FOUNDATION DESIGN IS PER THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY OR/, PORTLAND, OREGON CONCRETE. DATED SEPTEMBER 25, 2012. PREPARATION FOR THE FOUNDATION SHALL BE IN ACCORDANCE WITH PROJECT I= NEW CONCRETE IN SECTION TECHNICAL SPECIFICATIONS AND PLANS. DIVISION 4 - MASONRY i 3. APPLICABLE SPECIFICATIONS AND CODES: I I CONCRETE BEYOND WHERE SECTION IS CUT PROVIDE ALL MATERIALS AND PERFORM ALL NORK IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 2010 1. APPLICABLE CODE: Cu OREGON STRUCTURAL SPECIALTY CODE (OSSC), AND APPLICABLE OSHA REGULATIONS. PERFORM ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH ACI 530 AND THE SPECIFICATIONS. N. 4. DIMENSIONS: 2. MATERIALS: CQ . VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. USE MEDIUM WEIGHT OR NORMAL WEIGHT CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90 WITH F'M= � 1900 PSI. (NET) MINIMUM, BX8XIB NOMINAL SIZE, UNLESS OTHERWISE NOTED, WITH INTEGRAL COLOR, SEALANT, 4 5. PROVISIONS FOR EQUIPMENT: AND ARCHITECTURAL FINISH AS NOTED. LAY CMU IN RUNNING MONO AS SHOWN WITH TYPE S PREBLENDED MORTAR. a PROVIDE ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND WHERE GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE CLEANOUT OPENINGS IN THE BOTTOM COURSE AT EVERY REVEALS REQUIRED BY ANY OF THE CONTRACT DOCUMENTS DURING CONSTRUCTION, WHETHER OR NOT THEY ARE VERTICAL REINFORCING BAR. GROUT LIFTS MAY BE UP TO 6 FEET HIGH AND MUST BE MECHANICALLY EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE FINAL SIZES AND LOCATIONS AS REQUIRED WITH CONSOLIDATED. STOP GROUT POURS 1 %2' BELOW TOP OF CAW AT HORIZONTAL CONSTRUCTION JOINTS. BRING - Q APPROVED SUBMITTALS. GROUT FLUSH TO TOP OF CMU AT TOP OF WALLS. 6 8. CONSTRUCTION LOADS: 3. FILL ALL CELLS CONTAINING STEEL REINFORCEMENT OR OTHERWISE NOTED WITH GROUT. STRUCTURES HAVE BEEN DESIGNED FOR LIVE LOADS ON COMPLETED STRUCTURES. PROTECT STRUCTURES DURING CONSTRUCTION WITH SHORING AND/OR FALSENORK WHERE CONSTRUCTION LOADS MAY OCCUR. 4. CONCRETE BLOCK COATING: SEAL ALL CONCRETE BLOCK UNITS WITH A CLEAR WATER REPELLENT. SEE SPECIFICATIONS SECTION 04820. 7. CONSTRUCTION SHORING AND FALSENORK: ki PRIOR TO BUILDING TEMPORARY SNORING AND FALSENORK, IF NECESSARY, SUBMIT DESIGNS AND CALCULATIONS 5. CLEAN GROUT SPACE TO THE INSPECTOR'S SATISFACTION PRIOR TO GROUTING. a i 5 PREPARED BY THE CONTRACTOR'S ENGINEER FOR REVIEW BY THE OWNER'S ENGINEER. SUBMIT COMPLETE SHORING k t 3 9 AND FALSENORK DRAWINGS AND CALCULATIONS SHMOWING LAYOUT MO SPACING FOR SUPPORTS, MATERIAL 6. LAP BARS AT SPLICES 48 DIAMETERS, MINIMUM. SPECIFICATIONS, AND ALL RELATED SUPPORTING DATA AND INFORMATION STAMPED BY A REGISTERED PROFESSIONAL - , ENGINEER LICENSED IN OREGON. INCOMPLETE SUBMITTALS WILL BE REJECTED. _`� DIVISION 5 - METALS 6� ._ Q� 9. DESIGN LOADS A,, of A.LIVE LOADS: 1. APPLICABLE CODE: i (W d g 3 1. FLOOR SLABS - 100 PSF, OR EQUIPMENT PLUS 50 PSF. PROVIDE MATERIAL AND PERFORM STEEL CONSTRUCTION MOAK CONFORMING TO SPECIFICATIONS AND STANDARDS Opp,,, 2. CHECKERED PLATES AND OTHER COVERS - 100 PSF AND DEFLECTION LIMITED TO L/380. PRESENTED IN THE LATEST EDITION OF AISC 360. �y3 j3 1 3. TEMPORARY CONCRETE SHORING AND FALSENORK - DEAD LOAD PLUS 50 PSF. B.SNOW LOADS: 2. MATERIALS: 1. GROUND SNOW LOAD, Po = 25 PSF, USE HOLLOW STRUCTURAL SHAPES (TUBE STEEL) CONFORMING TO ASTM SPECIFICATION A500 GRADE B. USE 2. FLAT-ROOF SNOW LOAD (INCLUDING RAIN-ON-SNOW), P, = 29 PSF. W-SHAPES CONFORMING TO ASTM A992. FOR ALL OTHER SHEETS, PLATES, BURS, AND HOT-ROLLED SHAPES USE 3. SNOW EXPOSURE, C. = 1.0. STRUCTURAL STEEL CONFORMING TO ASTM SPECIFICATION A572 GRADE 60. USE MILD STEEL WELDED STUDS 4. IMPORTANCE FACTOR, I = 1.2; CATEGORY IV. CONFORMING TO ASTM SPECIFICATION A108: NELSON TYPE H4L FOR HEADED STUDS, TYPE CPL FOR THREADED STUDS 2 .23 6 5. THERMAL FACTOR, C, = 1.0. AND TYPE S3L FOR SHEAR STUDS, OR APPROVED. NOT-DIP GALVANIZE ALL STRUCTURAL STEEL PARTS AFTER (,) m w C.WIND DESIGN DATA: FABRICATION. REMOVE ALL SLAG, BURS, AND SHARP EDGES PRIOR TO GALVANIZING. CHASE THREADS ON BOLTS �. 0) c 8 Cw 1. BASIC WIND SPEED, V=95 MPH. AND THREADED STUDS AFTER GALVANIZING. DRILL OR PUNCH BOLT HOLES IN STRUCTURAL STEEL MEMBERS WITH Q t F r,i 2. IMPORTANCE FACTOR, I = 1.15; CATEGORY IV. HOLE DIAMETER EQUAL TO BOLT DIAMETER• y14' UNLESS OTHERWISE NOTED. USE HOT-DIP GALVANIZED BOLTS Al 3. EXPOSURE C. CONFORMING TO THE REQUIREMENTS OF ASTM SPECIFICATION A325 UNLESS NOTED OR SHORAN OTHERWISE. USE W ° `O D.EARTHQUAKE DESIGN DATA: PAINTED, GALVANIZED, OR STAINLESS STEEL FASTENERS AS REQUIRED TO MATCH ADJOINING SURFACES. ' . 1. IMPORTANCE FACTOR I = 1.5; CATEGORY IV. �! O 0 1. 2. SPECTRAL ACCELERATION, 5, •0.94g. 3. WELDING: W CO 3. SPECTRAL ACCELERATION, S,•0.349. CONFORM TO AMERICAN WELDING SOCIETY (AWE) STRUCTURAL WELDING CODE (D1.1, CURRENT EDITION). USE Y u 2 y 4. SITE CLASS 'D'. E70XX ELECTRODES. POWER BRUSH OR GRIND ALL MELDS PRIOR TO COATING. NO SPECIAL INSPECTION OF SHOP C..) fD yy cc 5. DESIGN CATEGORY 'D'. WELDING WILL BE REQUIRED; HOWEVER, WELDS WILL BE VISUALLY INSPECTED AT THE SITE, AND WELDER o j W + 6. SPECTRAL RESPONSE COEFFICIENT, S0s= 0.71g. CERTIFICATION IS REQUIRED. UNDERSIZED, UNDERCUT, AND WELDS WITH SLAG INCLUSIONS WILL BE REJECTED. Q E 7 X y x O 7. SPECTRAL RESPONSE COEFFICIENT, 50, •0.399. FIELD WELDS REQUIRE SPECIAL INSPECTION. J 3 e6 2 V V 8. SEISMIC FORCE RESISTING SYSTEM - SPECIAL REINFORCED MASONRY SHEAR WALLS. m m as c.5 W 1 9. SEISMIC RESPONSE COEFFICIENT, C, = 0.21g. 4. ENCASED STEEL: . W 10. RESPONSE MODIFICATION FACTOR, A= 5. STEEL COMPLETELY ENCASED IN CONCRETE NEED NOT BE GALVANIZED OR PAINTED. ENSURE THAT THE SURFACE IS m U 11, ANALYSIS PROCEDURE - MULTIMODAL RESPONSE SPECTRUM FINITE ELEMENT ANALYSIS. CLEAN FOR BONDING TO CONCRETE. m, E.ALLOWABLE BEARING PRESSURE - 1,000 PSF. FOR BUILDING INCREASES OF 33% FOR WIND AND SEISMIC IS q ALLOWED PER DETAILED PROJECT GEOTECNNICAL REPORT. 5. STAINLESS STEEL: F.COEFFICIENT OF FRICTION - 0.40 ULTIMATE CONCRETE TO GRANULAR FILL UNLESS OTHERWISE NOTED, PROVIDE ANSI TYPE 304 OR 316 STAINLESS STEEL, BRUSHED FINISH. 6. PAINTING: DIVISION 3 - CONCRETE ALL ROOFING, SOFFITS, GUTTERS, FASCIAS, DOWSPOUTS, ETC., ARE TO BE PREFINISHED AND PRECOLORED. FIELD PAINTING IS NOT ACCEPTABLE, EXCEPT TO TOUCH UP OR REPAIR DAMAGED SURFACES. PAINT INSIDE 1. APPLICABLE CODE: SURFACE OF ROOF DECK 444;414 EXPOSED STRUCTURAL STEEL WHITE. PERFORM ALL CONCRETE CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI BUILDING CODE (ACI-318) AND THE SPECIFICATIONS. DIVISION 7 - THERMAL AND MOISTURE PROTECTION C) 2. MATERIALS: 3 A.PROVIDE CAST-IN-PLACE CONCRETE AS REQUIRED IN THE SPECIFICATIONS MEETING ITS DESIGN ULTIMATE 1. USE 10 MIL. UNDERSLAB VAPOR BARRIER HAVING A 2,500 PSI TENSILE STRENGTH (ASTM D8B2) AND PERM RATING Q -6 COMPRESSIVE STRESS AT 2B DAYS. OF 0.113 (ASTM E98), UNLESS OTHERWISE NOTED. Z U, 8.PROVIDE ALL REINFORCING BARS TO BE WELDED OR FIELD BENT IN CONFORMANCE WITH ASTM A706. PROVIDE I- Ha-1 0 CU ALL OTHER REINFORCING BAAS IN CONFORMANCE WITH ASTM A706 OR A815 GRADE 60. PROVIDE WELDED WIRE 4, REINFORCEMENT CONFORMING TO ASTM A185. MISCELLANEOUS DIVISIONS (/). GO Z 3. FINISH: 1. EXPANSION JOINT MATERIAL: , CCs' J F- GIVE ALL FORMED CONCRETE SURFACES A GENERAL FINISH PER TECHNICAL SPECIFICATIONS, UNLESS OTHERWISE ASPHALT IMPREGNATED FELT OR APPROVED %' MINIMUM THICKNESS CONFORMING TO ASTM D994-11. Z(11 O L. NOTED. GIVE HARD STEEL-TROWELLED FINIS WITH MEDIUM BROOM FINISH. GRIND GIVE ALL O ti '2 EXTERIOR WALL FOOTING AND CURB SURFACES TO BE LEFT EXPOSED, IN ADDITION TO THE GENERAL FINISH AND DEFERRED SUBMITTALS C7 Q J CU PAINTING, IF SPECIFIED. W a CL OC l2 THE FOLLOWING DEFERRED SUBMITTALS SHALL BE SUBMITTED IN THEIR ENTIRETY TO THE OWNER AND ENGINEER OF z 4. REINFORCING STEEL DETAILS: RECORD FOR REVIEW AND BUILDING DEPARTMENT APPROVAL. ALL DEFERRED SUBMITTALS SHALL BE STAMPED AND SIGNED CO Cl) DETAIL, FABRICATE, AND ERECT REINFORCING BARS IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR BY THE CONTRACTOR'S DESIGN PROFESSIONAL PRIOR TO SUBMITTAL. `+J F'_ CCD 1n DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315), LATEST EDITION, UNLESS OTHERWISE NOTED. Q ti ti CO 1. SEISMIC ANCHORAGES OF MECHANICAL AND ELECTRICAL EQUIPMENT CO 5. CONCRETE COVER: 2. CONDUIT HANGERS AND/OR SUPPORT BRACKETS W CJ O PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING BARS AS FOLLOWS, UNLESS OTHERWISE NOTED. 3. CONNECTIONS OF ARCHITECTURAL CLADDING TO MAIN STRUCTURE CLI CU A.FOOTINGS AND FOUNDATION MATS CAST ON GROUND - 3' CO B.CONCRETE TO BE IN CONTACT WITH LIQUID - 2 %1' OI C.ALL OTHER CONDITIONS - 2' J O 8. CHAMFERS: U7 PROVIDE 3' CHAMFERS AT EXPOSED CONCRETE CORNERS AND EDGES, UNLESS OTHERWISE NOTED. DO NOT USE O FILLETS AT RE-ENTRANT CORNERS. O 7. ANCHOR RODS: (X) USE THE FOLLOWING TABLE TO DETERMINE MINIMUM EMBEDMENT AND FACTORED SHEAR CAPACITY OF HEADED OR U7 HOOKED ANCHOR RODS. THESE VALUES ASSUME AN ANCHOR EDGE DISTANCE EQUAL TO 1.6 TIMES THE MINIMUM DESIGNED: ACM U7 EMBEDMENT. THESE VALUES DO NOT INCLUDE CONSIDERATION OF PRYING ACTION OR GROUP EFFECTS- DETAILED: MJE _ (YMEORED: PIS ROD DIAMETER Ys' 5'n' V,' '/,' 1' 1 %' 1 Y.' ,ED: DER MIN. EMBEDMENT IN FEB 2014 4' 4" 5" 6' 7' 8" 8' STRUCTURAL CONCRETE 0 1/2 1 FACTORED SHEAR 20000 25004 30000 36000 41004 47000 53000 IF THIS BM DOES HUT p USE HOT-DIP GALVANIZED ANCHOR RODS CONFORMING TO ASTM A449, UNLESS OTHERWISE NOTED. EMBEDMENT MEASURE I. THEN DRAWING IS 3 LENGTH FOR ROOS IN TENSION SHALL BE AS NOTED. NOT TO FULL SCALE a PROJECT NO. 175069 s € S1 Q N. CONFORMED TO BID DOCUMENTS 4 SHEET 41 J ' ;1 . 1 SPECIAL INSPECTION AND OBSERVATION PLAN TABLE 1 TABLE 2 CONT. _ E SPECIAL INSPECTION: REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS Q SPECIAL INSPECTION AND VERIFICATION WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE 2010 Q OSSC. REFER TO THE TABLES BELOW FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES. NOTIFY PARTY INSPECTION INSPECTION C, RESPONSIBLE FOR INSPECTION AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF THE WORK TO BE COVERED. SPECIAL l I INSPECTIONS WILL BE CONDUCTED BY A CERTIFIED INSPECTOR AND TESTING WILL BE PERFORMED BY AN APPROVED SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS $ INDEPENDENT AGENCY. THE OWNER WILL PAY FOR ALL NECESSARY INSPECTION AND TESTING. REFERENCE REFERENCE 1 REFERENCE REFERENCE I g Continuous Periodic Continuous Periodic THE INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND WILL SOILS MASONRY LEVEL 2 SUBMIT RECORDS OF INSPECTION. ANY DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE Nr CONTRACTOR FOR CORRECTION. GEOTECHNICAL INVESTIGATION COMPLIANCE WITH REQUIRED TMS 602 1.5 X I! i i i i O SHALL INCLUDE ITEMS OF INSPECTION PROVISIONS OF THE nu SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED WITHIN ONE WEEK OF COMPLETION. AT THE GEOTECHNICAL INVESTIGATIONS 1808 SPECIAL INSPECTION AND CONSTRUCTION DOCUMENTS AND THE e CONCLUSION OF CONSTRUCTION A FINAL REPORT DOCUMENTINO REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF TESTING AS NOTED IN TABLE APPROVED SUBMITTALS !85 (^l.l PREVIOUSLY NOTED DISCREPANCIES WILL BE SUBMITTED. 5 OF THE GUIDELINES VERIFICATION OF F'm AND FMC \ PRIOR TO CONSTRUCTION AND FOR TMS 802: 1.48 X 4 .. NOTE: PERIODIC INSPECTION SHALL OCCUR DURING PLACEMENT AND/OR UPON COMPLETION OF THE WORK. THE VERIFY FOOTING BEARING CAPACITY EVERY 5,000 SQUARE FEET DURING a INSPECTION SHALL IN ALL CASES BE PERFORMED SO THAT WORK GAN BE CORRECTED PRIOR TO THE BEGINNING OF RELATED AND SUBGRADE PREPARATION FOR X CONSTRUCTION 1 WORK. FILLS GEOTECHNICAL OF PROPORTIONS OF ~ 1 TABLE GEOTECHNICAL BY THE GEOTECHNIL STRUCTURAL OBSERVATION: FILL MATERIAL VERIFICATION 1704.7 REPORT X ENGINEER MATERIALS IN PREMIXED OR TMS 602: 1.58 X STRUCTURAL OBSERVATIONS WILL BE IN ACCORDANCE WITH SECTION 1710 OF THE OSSC. ONSITE STRUCTURAL INSPECTION - PREBLENDED MORTAR AND GROUT AS WILL BE PERFORMED FOR EACH IDENTIFIED SEISMIC FORCE RESISTING SYSTEM INCLUDING FOUNDATIONS AND CONNECTIONS. X DELIVERED TO THE SITE STRUCTURAL OBSERVATION WILL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER. STRUCTURAL OBSERVATION FILL PLACEMENT 6 COMPACTION VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE TMS 602: X DOES INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED SPECIAL INSPECTIONS 0H1 INSPECTIONS BY THE VERIFY MATERIALS BELOW SHALLOW FOR SELF-CONSOLIDATING GROUT 1.58.11.6.b.3 BUILDING OFFICIAL. FOUNDATIONS ARE ADEQUATE TO TABLE BY THE GEOTECHNICAL X VERIFICATION OF SITE-PREPARED ACHIEVE THE DESIGN BEARING 1704.7 ENGINEER ANY DEFICIENCIES IN THE OBSERVED CONSTRUCTION WILL BE REPORTED TO THE CONTRACTOR WITHIN 24 HOURS OF FINDING MORTAR, GROUT AND PRESTRESSING TMS 602: 2.6A X b CAPACITY THE DEFICIENCIES. AT THE CONCLUSION OF CONSTRUCTION, A WRITTEN STATEMENT WILL BE PROVIDED TO VERIFY THAT GROUT FOR BONDED TENDONS ALL STRUCTURAL OBSERVATION WAS COMPLETED AND THAT ANY STRUCTURAL DEFICIENCIES WERE RESOLVED. VERIFY EXCAVATIONS ARE EXTENDED TABLE PLACEMENT OF MASONRY UNITS AND k t 4 g TO PROPER DEPTH AND HAVE 1704.7 X MORTAR JOINT CONSTRUCTION TMS 602: 3.38 X THE STRUCTURAL OBSERVER SHALL DISCUSS ITEMS AND SITE SPECIFIC CONDITIONS WITH THE SPECIAL INSPECTOR AND REACHED PROPER MATERIAL A! FIELD INSPECTION STAFF DURING OBSERVATION. VERIFICATION OF SIZE AND ., I'7� TABLE TMS 602: 3.3F X PERFORM CLASSIFICATION OF 1704 7 X LOCATION OF STRUCTURAL ELEMENTS lc g COMPACTED FILL MATERIALS .:44A.� STRUCTURAL OBSERVATION WILL INCLUDE VISUAL OBSERVATION OF THE STRUCTURE SYSTEM AT EACH OF THE FOLLOWING 1803.5.1 TYPE, SIZE AND LOCATION OF _ 1 PROJECT MILESTONES: ANCHORS, INCLUDING OTHER. VERIFY USE OF PROPER MATERIALS, 1MS402 1161 A. PRIOR TO THE FIRST CONCRETE PLACEMENT OF FOOTINGS X DETAILS OF ANCHORAGE OF MASONRY a DENSITIES AND LIFT THICKNESSES TABLE BY THE GEOTECHNICAL DETAILS OF ANCHORAGE OF MASONRY TMS 402:12.2(e) y�i B. PRIOR TO THE FIRST CONCRETE PLACEMENT OF THE FOUNDATION SLAB DURING PLACEMENT AND COMPACTION 1704.7 X ENGINEER TO STRUCTURAL MEMBERS, FRAMES J`3 C. PRIOR TO PLACEMENT OF THE FIRST COURSE OF MASONRY WALLS OF COMPACTED FILL OR OTHER CONSTRUCTION . Ns D. PRIOR TO INSTALLATION OF ROOF DECK TYPE, GRADE, AND SIZE OF E. AT THE END OF STRUCTURAL WORK FOR DETERMINATION OF FINAL CONDITION OF STRUCTURE PRIOR TO PLACEMENT OF COMPACTED TMS 402: 1.15 REINFORCING STEEL, ANCHOR F. AS REQUIRED TO ADDRESS STRUCTURAL ISSUES FILL, OBSERVE SUBORADE AND TABLE TMS 602: 2.4 X j X BOLTS, PRESTRESSING TENDONS AND C1 VERIFY THAT SITE HAS BEEN 1704.7 ANCHORAGES TMS 802: 3.4 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE WILL BE IN ACCORDANCE WITH IBC SECTION 1705.3 TOGETHER WITH LOCAL PREPARED PROPERLY c PLACEMENT OF REINFORCEMENT, TMS 402: 1.15 C..) m °+ AND STATE AMENDMENTS. t W CONNECTORS, PRESTRESSING TENDON TMS 802: 3.4 X R Z> �q$ SPECIAL INSPECTIONS FOR WIND RESISTANCE WILL BE IN ACCORDANCE WITH IBC SECTION 1705.4. AND ANCHORAGE TMS 802: 3.&4 Q:a m H 2'Y TMS 402: W o e.H TABLE z 2.1.9.7.2 >=I C. REQUIRED STRUCTURAL SPECIAL INSPECTIONS WELDING REINFORCING STEEL TMS 402: 3.3.3.4 X INSPECTION (b) L b C7 PREPARATION, CONSTRUCTION, AND Y y SYSTEM or MATERIAL FREQUENCY REMARKS PROTECTION DURING COLD WEATHER ,e w IBC CODE CODE or STANDARD 2104.3 TMS 602: 1.BC V c m CC pp REFERENCE REFERENCE (TEMPERATURE BELOW 40°F) AND 2104.4 TMS 802: 1.80 X Iy Continuous Periodic HOT WEATHER (TEMPERATURE ABOVE Q v s6 QB Z 6 90°F) J.� eE O 2e • FABRICATORS_ - STRESSING OF PRESTRESSING m m m c.w SPECIAL INSPECTIONS APPLY TENDONS TMS 602: 3.68 X . M VERIFICATION TO ABRICA770N AND APPLICATION AND MEASUREMENT OF Cl DETAILED TMS 802: 3.68 X m tii 13 QUALITY CONTROL PROCEDURES PRESTRESSING FORCES e ti-. FABRICATORS 170¢.2 X INCLUDING REVIEW FOR GROUT PLACEMENT TMS 802: 3.5 X COMPLETENESS AND ADEQUACY C RELATIVE TO THE CODE GROUT SPACE PRIOR TO GROUTING TMS 602: 3.2D X O REQUIREMENTS GROUT PLACEMENT AT PRESTRESSING TENDONS TMS 602: 3.8C X U CONCRETE PREPARATION OF ANY REQUIRED 3J INSPECTION OF ANCHORS INSTALLED ACI 318: 3.8.6, GROUT SPECIMENS, MORTAR 2105,2.2 Q 1912.1 X TMS 802: 1.4 X IN HARDENED CONCRETE 8.1.3, 21.1.8 SPECIMENS AND/OR PRISMS SHALL 2105.3 C 1704.4 TOLERANCES AND REINFORCING BE OBSERVED Q 1--, REINFORCING STEEL AND 1907.5 ACI 318: 3.5 X PLACEMENT PER ACI 7.5; STEEL C Z PRESTRESSING TENDON PLACEMENT 1913.4 ACI 318: 7.1-7.7 SPACING LIMITS FOR sZC [ 790?.4.2 REINFORCING ACI 7.8 FABRICATION OF STRUCTURAL 1704.2 X REFER TO INSPECTION OF Q Z � d ELEMENTS FABRICATOR REQUIREMENTS 1704.3.1 ACI 318: 3.5.2 REFER TO STEEL FOR WELDING v C WELDING REINFORCING STEEL 1903.1 AW5 D1.4 X REQUIREMENTS ASTM AB . Q TABLE 1704.3, ITEM 56 ASTM STANDARDS }+ ABS 01.4 MATERIAL VERIFICATION OF SPECIFIED IN Q in O 3) SHEAR REINFORCEMENT ACI 318: SECTION X STRUCTURAL STEEL AND COLD 1704.3 CONSTRUCTION X CERTIFIED MILL TEST 1 W J Z U 3.5.2 2203.1 DOCUMENTS REPORTS ti FORMED STEEL DECK Z 47 AWE 01.4 AISC 360 A3.1 O~Z !�O TABLE AISC 360 M5.5 CD L 4) OTHER REINFORCING STEEL. 1704,4 ACI 318: SECTION X Q ZD 3.5.2 ASTM STANDARDS 14.:14-4 Or 2 TABLE MATERIAL VERIFICATION OF HIGH SPECIFIED IN I� MANUFACTURER'S CERTIFIED CO 1704.4 STRENGTH BOLTS, NUTS, AND 1704.3.3 CONSTRUCTION X TEST REPORTS �+J co ti WASHERS DOCUMENTS I+ VERIFYING USE OF REWIRED MIX 1904 RCSC 2.1 �titi U 0 ACI 318: CHAPTER • c, DESIGN(S) 1905.2-4 ACI 318: 5.2-5.0 X Q Z CD 1913.2 AISC 380 A3.4 U4 p 1913.3 MATERIAL VERIFICATION OF ANCHOR ASTM STANDARDS MANUFACTURER'S CERTIFIED W O N 1704.3 SPECIFIED IN X m �-, 1901,4.1 BOLTS AND THREADED RODS CONSTRUCTION TEST REPORTS CC O - ' LU O TABLE ACI 318: 1.3.2.0 DOCUMENTS J CONCRETE PLACEMENT 1704,4 ACI 318: 5.9 - X RISC 380 A3.5 O 5 10 MATERIAL VERIFICATION OF WELD 1704.3.1 APPLICABLE AN AW TEST REPORTS 117 O TABLE / 1704.4 VERIFYING USE OF PROPER W'PS'S X COPY OF MELDING PROCEDURE ACI 318: 1.3.2.0 SPECIFICATIONS CONCRETE/SHOTCRETE CURING ACI 318: X CO COPY OF QUALIFICATION 6.11-6.13 VERIFYING WELDER QUALIFICATIONS X � 1906.71.1 CARDS DESIGNED, ADH 9 1919.8 COMPLETE AND PARTIAL JOINT AMS D1.1 DETAILED: MNE O VERIFICATION OF IN-SITU TABLE PENETRATION GROOVE WELDS 170d.3.1 SECTION 8 X DHEf1GD: PBS 73 CONCRETE PRIOR TO REMOVAL OF 1704.1 ACI 318: 8.2 X AMNOV_®: 061 FORMS AND SHORES FROM ELEVATED BEAMS AND STRUCTURAL SLABS 1908.2 MUL TIPASS FILLET WELDS X DATE: FEB 2014 TABLE SPECIAL INSPECTIONS APPLY _ 1704.3.1 _ ALL WELDS VISUALLY 0 112 1 1704.4 TO SHAPE, LOCATION AND SINGLE PASS FILLET MELDS ABS 01.1, SECTION INSPECTED PER ARS 01.1 6.9 VERIFICATION OF FORMWORK ACI 318: 6.1.1 X DIMENSIONS OF THE CONCRETE GREATER THAN 5/16' TABLE 6 X IF THIS 04R DOES 1,07 MEASURE 1• THEN DRAWING IS 1006.1 MEMBER BEING FARMED PLUG AND SLOT WELDS -SINGLE PASS FILLET WELDS LESS 1704 4 3 X NOT TO FULL SCALE PROJECT NO. C1 / X THAN OR EQUAL TO 5/16' 175069 U m € S2 o i • li \. CONFORMED TO BID DOCUMENTS 4s OF HEET 141 J I TABLE 7 t 1 TABLE 2 CONT. TABLE 2 CONT. REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS ti REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS TESTING k INSPECTION INSPECTION •,:t SYSTEM or MATERIAL FREQUENCY REMARKS IBC CODE CODE or STANDARD 'Q (` SYSTEM or MATERIAL IBC CODE CODE Or STANDARD FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANOMD FREQUENCY REMARKS REFERENCE REFERENCE 1 i in REFERENCE REFERENCE Continuous I Periodic 6 REFERENCE REFERENCE Continuous Periodic Continuous I Periodic CONCRETE REINFORCEMENT TABLE ICC EVALUATION SPECIAL INSPECTIONS APPLY ALUMINUM TEST A615 REINFORCEMENT USED TO INSTALLATION OF COMPOSITE SLAB 1704.3 REPORT X TO DECKING TYPE, DEPTH, RESIST EARTHQUAKE INDUCED LOAD DECKING MATERIAL VERIFICATION OF CERTIFIED MILL TEST ASCE 9 CHAPTER 3 DACE, AND FASTENING 1704.15 X IN SPECIAL MOMENT FRAMES, NOT REQUIRED WHEN Tr 1704.15 STRUCTURAL ALUMINUM REPORTS iill O.r SPECIAL STRUCTURAL WALLS, AND 1708.2 ACI 318: X X CERTIFIED MILL TEST SPECIAL INSPECTIONS APPLY MATERIAL VERIFICATION OF BOLTS X MANUFACTURER'S CERTIFIED END COUPLING BEAMS CONNECTONO 1708.f.1 21.1.5.2 REPORTS ARE PROVIDED b 01.1 TO DECKING TYPE, DEPTH TEST REPORTS STRUCTURAL WALLS IN STRUCTURE N, TABLE AND GAGE, POWER ACTUATED MATERIAL VERIFICATION OF MELD MANUFACTURER'S CERTIFIED ASSIGNED TO SEISMIC DESIGN N 1704.3 ICC EVALUATION FASTENERS, SCREWS, FILLER METALS X TEST REPORTS CATEGORY B, C, D, E AND F INSTALLATION OF ROOF DECKING X REPORT PROPRIETARY SIDE SEAM ,„.� 1704.15 ATTACHMENTS, BUTTON VERIFYING USE OF PROPER NPS'S X COPY OF WELDING PROCEDURE PUNCHES AND SHEAR COPY OF QUALIFICATION i7 SPECIFICATIONS y��N •... CONNECTORS VERIFYING WELDER QUALIFICATIONS AWS 07,2 SECTION X CARDS TABLE 8 v11 AWE 01.3 SECTION ALL WELDS INSPECTED PER 5 FLOOR AND ROOF DECK WELDS 7 X AWS O1.3 7.1 COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X REQUIRED SPECIAL INSPECTIONS for WIND RESISTANCE WELDING STUDS EXCEPT AS NOTED ALL WELDS VISUALLY INSPECTION OTHERWISE AWS 01.1 SECTION X ALL WELDS VISUALLY MULTIPASS FILLET MELDS X INSPECTED PER ANS 1.2, 5-5 - TABLE 7 INSPECTED PER ABS 01.1 SINGLE PASS FILLET MELDS X SYSTEM or MATERIAL FREQUENCY REMARKS WELDING STUDS IN STRUCTURAL 1704.3 7.8.7 IBC CODE CODE or STANDARD DIAPHRAGMS x REFERENCE REFERENCE Continuous Periodic WELDING STAIR AND RAILING AWS D1.1 SECTION ALL WELDS VISUALLY ".1w SYSTEMS 6 X INSPECTED PER AWS 01.1 ROOF CLADDING AND ROOF FRAMING 1706.2 X r O 6.9 TABLE 5 CONNECTIONS 1706.4 k t S a+ g REQUIRED TESTING for SPECIAL INSPECTIONS WALL CONNECTIONS TO ROOF AND 1706.2000 TESTING FLOOR DIAPHRAGMS AND FRAMING 00 X % �n1 SNUG-TIGHT HIGH STRENGTH BOLT X ALL CONNECTIONS INSPECTED ROOF AND FLOOR DIAPHRAGM C__ _ _ k PI SYSTEM or MATERIAL FREQUENCY REMARKS SYSTEMS, INCLUDING COLLECTORS, 1706.2000 'INSTALLATION IBC CODE CODE or STANDARD X AND VERIFIED SNUG REFERENCE REFERENCE DRAG STRUTS AND B011NDARY 00 t° Continuous Periodic ELEMENTS (A i �_ RCSC GEOTECHNICAL VERTICAL WINDFORCE-RESISTING `6`F� S SPECIFICATION FOR SYSTEMS, INCLUDING BRACED 1706.4000 STRUCTURAL JOINTS GEOTECHNICAL ENGINEER TO FRAMES, MOMENT FRAMES AND SHEAR 00 X . PRETENSIONED HIGH STRENGTH BOLT ALL CONNECTIONS 1803.0000 TESTING PER GEOTECHNICAL INSTALLATION USING TABLE USING ASTM A325 INSPECTED. CONNECTIONS PERFORM TESTING OF COMPACTED 00 REPORT REFER OR A490 BOLTS FILL MATERIALS REFER TO TABLE 2: TURN-OF-THE.NUT METHOD WITH 1704.3 USING DIRECT TENSION CONTINUOUS SPECIAL INSPECTION Z SECTION 9 REQUIRED STRUCTURAL = ?y ?g�QU MATCH MARKING, DIRECT TENSION X INDICATORS, ALL BOLTS FILL IN-PLACE DENSITY OR VARIES; MINIMUM 8Y THE GEOTECHNICAL IS REQUIRED DURING FIELD GLUING SPECIAL INSPECTIONS c U 25 INDICATOR METHOD, OR TWIST-OFF SHALL BE INSPECTED AFTER PER IBC APPENDIX X OPERATIONS OF ELEMENTS OF THE C.) d AISC 350, SECTION PREPARED SUBGRADE DENSITY ENGINEER .-w TYPE TENSION CONTROL BOLT M2 5 SNUGGING AND AFTER J107.5 MAIN WINDFORCE-RESISTING I... a1 C 2 METHOD PRETENSIONINO 1704.7000 VARIES; SYSTEM. PERIODIC SPECIAL Q G m 0 y W PRETENSIONED HIGH STRENGTH BOLT 00 CLASSIFICATION INSPECTION IS REQUIRED FOR 1708 2000 W o INSTALLATION USING MATERIAL VERIFICATION AND TESTING OF X BY THE GEOTECHNICAL NAILING, BOLTING, ANCHORING AND X 0) c� TURN-OF-THE-NUT METHOD WITHOUT CONTROLLED FILL ENGINEER OTHER FASTENING OF COMPONENTS 00 >-0 EL v R �+c^ X ALL CONNECTIONS INSPECTED WITHIN THE MAIN G - MATCH MARKING OR CALIBRATED MATERIALS WRENCH METHOD OR TENSIONING OF WINDFORCE-RESISTING SYSTEM, U CD PERFORMANCE TEST INCLUDING NOOD SHEAR WALLS, L SLIP CRITICAL CONNECTIONS Y y 2 ti FIRST (X) ANCHORS TO MOOD DIAPHRAGMS, DRAG STRUTS, m q y W VERIFICATION OF FRAME JOINT TENSION ANCHORS xxx%OL AND PROOF PER GEOTECHNICAL REPORT C')p, q My DETAILS INCLUDING MEMBER AND LOAD REMAINING BRACES AND HOLD-DOWNS COMPONENT LOCATIONS, BRACING, 1704.3.2 X ANCHORS TO xxx%DL FIELD GLUING OPERATIONS OF m m ,� V W COMPONENT LOCATIONS, Q >d y2 1706.2000 J= eD AND ELEMENTS OF THE MAIN X O Go CONCRETE WIND-FORCE-RESISTING SYSTEM. MATERIAL VERIFICATION OF ACI 318: 3.5.2 CERTIFIED MILL TEST • q REINFORCING STEEL FOR WELDING AWS 01.4 X REPORTS m U WELDING REINFORCING EXCEPT AS SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WOOD LtJ NOTED OTHERWISE X SHEAR WALLS AND DIAPHRAGMS O, H WHERE THE FASTENER SPACING ALL WELDS VISUALLY IS MORE THAN 4 INCHES ON WELDING REINFORCING STEEL IN FABRICATE SPECIMENS AT COLD-FORMED STEEL LIGHT-FRAME 1706.3000 X INSPECTED PER AWS 01.4 X CENTER OR FOR CORD-FORMED O 1704 .3 MOMENT RESISTING FRAMES TABLE TIME FRESH CONCRETE IS CONSTRUCTION 00 7.5 AT THE TIME FRESH CONCRETE IS CONSTRUCTION HNG IS WHERE THE PLACED SAMPLED TO FABRICATE SPECIMENS SHEATHING IS GYPSUM BOARD, ALL WELDS VISUALLY WELDING REINFORCING STEEL IN FOR STRENGTH TESTS, PERFORM TABLE ASTM C 172 FIBERBOARD, OR WOOD U X INSPECTED PER AWS ASTM C 31 X ONCE EACH DAY FOR A GIVEN SHEAR WALL BOUNDARY ELEMENTS SLUMP AND AIR CONTENT TESTS, 1704.4 STRUCTURAL PANEL OR STEEL a 01' 4.7.5 AND DETERMINE THE TEMPERATURE ACI 318: 5.8, 5.8 CLASS OF CONCRETE, OR LESS SHEET ON ONE SIDE ONLY Ul ALL WELDS VISUALLY OF THE CONCRETE. THAN ONCE FOR EACH 150 YAS C WELDING SHEAR REINFORCEMENT X INSPECTED PER AWS H OF CONCRETE, OR LESS THAN •--� _ D1.4.7.5 ONCE SURFACE EACH 5,000 FT2 OF ti 15 STAINLESS STEEL SLABS/WALLSS.. ONCE EACH Q Z C SHIFT FROM IN-PLACE WORK `R Z 0 FABRICATION OF STAINLESS STEEL 1704 2 X REFER TO INSPECTION OF OR FROM TEST PANEL AND V a O ti ELEMENTS FABRICATOR REQUIREMENTS F+{ 1`1�i h MINIMUM ONE SPECIMEN FOR C MATERIAL VERIFICATION OF CERTIFIED MILL TEST TABLE EACH 50 CUBIC YARDS. 1`.-. W O STAINLESS STEEL 1704.3 X REPORTS 1704.4 'PRECONSTRUCTION TESTS AS CONCRETE STRENGTH ASTM C39 X 1903 REQUIRED PER THE BUILDING Pr.1-__ J Z C1 MATERIAL VERIFICATION OF BOLTS 1704.3 X MANUFACTURER'S CERTIFIED 1905 1 U TEST REPORTS OFFICIAL." Z C/� Z C: MATERIAL VERIFICATION OF WELD MANUFACTURER'S CERTIFIED CONCRETE SLUMP ASTM C143 X F•+ ~ i FILLER METALS X TEST REPORTS CONCRETE AIR CONTENT ASTM C231 X j (3 Z O1 VERIFYING USE OF PROPER MPS'S X COPY OF WELDING PROCEDURE CONCRETE TEMPERATURE ASTM C1064 X C SPECIFICATIONS CO VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION H 7701.3.1 AWS 01.6 SECTION CARDS CO LLl O B Q 01 COMPLETE AND PARTIAL JOINT X TABLE 8 Z C3 O PENETRATION GROOVE MELDS ALL WELDS VISUALLY Q O Hy INSPECTED PER AWS 01.8 REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE Li.' a'm LL OJ MULTIPASS FILLET WELDS X 8.28.1 INSPECTION . ti CD CD SINGLE PASS FILLET WELDS X Cr 1 - - SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS -..1 O POST INSTALLED CONCRETE ANCHORS {D REFERENCE REFERENCE Cantlnhoual Periodic SPECIAL INSPECTIONS APPLY O TO ANCHOR PRODUCT NAME, MASONRY / TYPE, AND DIMENSIONS, ,,D ICC EVALUATION HOLE DIMENSIONS, SPECIAL REINFORCED MASONRY REFER TO TABLE 2: 03 REPORT COMPLIANCE WITH DRILL BIT SHEAR WALLS AND CONNECTIONS IN REQUIRED STRUCTURAL N. INSPECTION OF ANCHORS INSTALLED 7912 i ACI 318: X REQUIREMENTS, CLEANLINESS STRUCTURES OF SEISMIC DESIGN 1707.1 (1) 7M1S 402, TARS 602 X SPECIAL INSPECTIONS. DESIGNED: ASH if) IN HARDENED CONCRETE OF THE HOLE AND ANCHOR, CATEGORY C, D, E, OR F O 3.8.8, 8.1.3. INCLUDE ANCHORS TO ROOF DETAILED: KR 2/ 1 B ADHESIVE EXPIRATION DATE, (OCCUPANCY CATEGORIES III AND O ANCHOR(ADHESIVE IV). SYSTEM. CHECKED: PBS 73 INSTALLATION, ANCHOR APPROVED: GER / REFER TO TABLE 2: -- EMBEDMENT, AND TIGHTENING 1704.3, ICC EVALUATION DATE: FEB 2014 TORQUE ROOF DIAPHRAGM SYSTEMS 1704.78 REPORT X REQUIRED STRUCTURAL - , SPECIAL INSPECTIONS. 0 11!!ii !!Ei/2 f IF THIS BAR DOES MOT O MEASURE 1' THEN DRAWING IS ,s NOT TO FULL SCALE a PROJECT NO. 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W EL' '��11 PLACE ONE ROD/CLEVIS/ANCHOR CC J ASSEMBLY TO EACH C 6 X 13 1 W O BRICK VENEER Z a o SECTION CANOPY CHANNEL TO WALL CONNECTION Cero i01E` DETAIL CANOPY CHANNELS CONNECTION r10�1e Z V ) 11111111 ROOF DECK TO RAFTER W a CC L) <AT EVERY FLUTE AT h a #6 VERTICAL BARS Ya 0 EVERY SUPPORT r^ Q v) (`, @ 2'-8' CTRS. v/R. c) Ark 186 1 Yz' "6-36' Q (U a Alba I ASTM A653 GALV. ® m U CD NOTE: '® \ STEEL DECKING Q o I 1 HOT DIP GALVANIZE ASSEMBLY J a. CD PL%x 6 x 1'.8• ®_�_ �. �.Ah��� NOTE: AFTER FABRICATION. -- 777 C 6 x 13 x 1'-0' �1 TOUCH UP GALVANIZING PL%" x 4" x 8' CD 8" DIA. ° j AFTER FIELD WELDING. VJ 1%' DIA. ODHOLE FOR ROAR // N- . DESIGNED: ADH DETAILED: MJE O �a 1, �� CHECKED: POS O 4 1 A. DIA. CIA.. PIN APPROVED: GER 94a 4 HOLE FOR 7" DATE: FEB 2014 D 6'_1• 4 PLACES Y, Pr 3 0 1/2 1 IF THIS BAR DOES NOT o . MEASURE 1' THEN DRAWING IS 3 N07 TO FULL SCALE a DETAIL e CANOPY TO PARAPET CONNECTION SECTION 0 PARAPET AT CANOPY - SOUTH SIDE EDGE BEAM SPLICE PROJECT NO. 7 1'=1'-0 1"=1'-0" S7 1'°1'-0' 175069 u s € S7 sa CONFORMED TO BID DOCUMENTS 5 SHEET 141 PUP BARREL II AND PU , P is BARREL MOUNT F*.VA SEE MEClMNIGIL l'-o" m DRAWINGS FOR DETAILS S •r 0'-8' f? CU N1,' CNAIfFEA, TYP. VAPOR BARRIER, WWAP 1'4' 001W ENGSEIENT 0'.2.\ - 0'-2' CONCRETE 4.-0' 1Q ALLEMGt1E1�ESNT SEA. SLAB r p SAND T.O.ENCASEMENT WITH Ye DIA. W WITH I DOUBLE BVTS _g .. .• e MI SEE MECHANICAL DRAWINGS , , HOLES FOR RODS AM WASHERS 6- I N W W o a (U o T.G.FLOOR f 1 N , I _-'— EL.140.0 PL K X 18 X 1'4" I t N ;� E���,��� ,����� BASE PLATE Y4 C-;or, •=e �Y�Y 0Y;0 hiY::�T.i CONCRETE ENCASEMENT '� ADJUST TO CORRECT = BENT PL V', INSIDE i ti L-r d FOR 24• SUCTION PIPE ELEVATION IN FIELD y, 1" PREFORMED ;�I; P�-.�.�I�.-11... '_ GIP RADIUS VARIES �!}' L tilt-T L ti!Y•ti! s!Y /4'-0' X 4'.0' SQUARE) a EXPANSION 1 JOINT 1,1; .1-Iy.�1�1-11:1� r • I TOP AS SHOWN IN r Mgt.:r X:Y Y T.:Y x = ~- Er r Y` ARCHITECTURAL 'dP.�j d �������,��.���/�.�.:.��.����� _I—I ���� DRAWINGS L-' a °d ° 5' DIA. SCH. ,r mimes i ,=..i d d a d a 24' SUCTION 80 PIPE i iv r; r- 4 a d ` PIPE F Y 80 PIPE SCN o�' ' 4G' DIA. X 7 Ye LONG ° THREADED STAINLESS >Z c i O'-2' STEEL RODS, NUTS, AND CONCRETE ENCASEMENT _Pa*;6i-. FOR 0 PUMP BARREL %i0i (4'•0• X 4'-0" SOARS) C ir: I - - - - TYP. 3 p;- n a FOR ADHESIVE - M ' DIA. X 5" R E a Y SHORING AS 0i.j . < CORED HOLES FOR REWIRE C; Y; � a ADHESIVE ANCHORS es:: W-- r 4 L=L d a a 1 DETAIL PIPE SUPPORT SECTION © i, BACKFILL EXCAVATION �r�rd n �Y 1!2' = 1'-0' 1!2' 1'-0" I. WITH COMPACTED 1 YI' L'- " .0 ~• ® .p o 1 0i I MATERIALS LEGEND . QI CMU UNIT GROUTED SOLID as c) LLL���_- 1 i a .-4 8 (] , lV FI Tr Cu r. 1 f Ns 2- /7 x CONT. WITH 2- N7 x CONT. WITH .. i ® _ 0 6'-6' STANDARD 9O' HOOKS EACH ---. 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CHECKED: PGS APPROVED: GER DATE: FEB 20;4 ■N 1!!Sii4niii • 1' IF THIS BAP DOES NOT 6 MEASURE 1 THEN DRAWING IS NOT TO FULL SCALE a ELEVATION ® CMU & WALL REINFORCEMENT AT GRIDLINE 2 ELEVATION 7 e l CMU & WALL REINFORCEMENT AT GRIDLINE 2 PROJECT NO. u 1N2'=1'-0' 112'=1'-O' S5 BETWEEN GRIDLINES E AND F 175069 � t S9 ei ` SHEET OF CONFORMED TO BID DOCUMENTS 53 HE 141 r 1 ", 1 0 2. we x CONT.,_ JOINT, SEE /O VERTICAL ROOF ATTACHMENT MATERIALS LEGEND IS Q 24 CONTINUOUS THRUGH DETAIL K/S02 OARS AS SHORN PLATE, SEE CONTROL JOINTS DETAIL 21/804 CMU UNIT GROUTED SOLID SDI I 0 1 ■■mi®■ ■ 1 ie■m®MEMO o • ® m•i■■m®■ • ■1=11■ NOTE: MI I_ II II 111111111.11111111 I® 1®11®®_I® SEE ARCHITECTURAL AND MECHANICAL a .. I Rom" .,.. DRAWINGS FOR OPENING DIMENSIONS W fix. 5. :a 1oo.® II 1 :11®11 10 1 § ®® 11_1 I® 11®11111®1:1 11® @i ■ ■■■■■■■■■■■ e■■em■eI■ ■mmI ■■■■ Na x CONT.. 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SO1 FOR FOOTING 1I®I®1�I�I�1®1 11 v co 8 at V' AS SHOWN, HCOK REINFORCEMENT, TYP. Mg . U W AROUND VERTICAL BARS ` 3'-0' J,. ®®®�®�®��®��®•�I v 1 8°JI' 00. LL 0I ELEVATION filo CMU & WALL REINFORCEMENT AT GRIDLINE 1 ELEVATION CDGENERAL WALL REINFORCEMENT AT GRIDLINES A, F, 2 1/2'=1'-0° 1/2'=1'-0' Q CD BOND BEAM CC UNITS Q a �� i2-a•c�MS M =ti ti ii� 83 U-BARS&EACH 2�-d' - VERTICAL BAR AS I4' �~ QJti O � � SHOWN, TYP, ROOF ATTACHMENT PLATE 1 W.-- J j~ SEE DETAIL 18/SD3 �■��11�I�J��m� cs 1!®C= v��► 2. BE x CONT. s°o®I®®o�®:®i p z o ■I® ®�'e.�'�s !_ :i_ '_ 2 �S UMW CC' W mom o w• l E8 HORRIZONTAL BARS 11 i1® I1E�I U ' W/STANDARDRHOOK �1! Y 0 a N O I I I - � ■m■m■Om■meeeme EESENm■m0■mmm■■ o Imm■■m®mmm■m0■mm■■Om■mm0■ Q o I ®I--I-®I-®I. J 1. I II___I•_—I�_I®, i i i • i I I L I I I ■m■m■mmo■�mm®®MUNIMIl�■® VD I CO II•I�_1®-1�1 DESIGNED: ADH U') 00 VERTICAL BARS IIIM—IMII.___ • _ O 0 1'-1" CTRS. DETAILED: WE •", FIELD BEND INTO CHECKED: PDS O TOP BOND BEAM APPROVED: DER DATE: FEB 2014 ELEVATION •CMU & WALL REINFORCEMENT AT GRIDLINES A & F ELEVATION ®GENERAL WALL REINFORCEMENT FOR ALL OTHER WALLS D 12 1/2"=1'.0' 112' 1'-0• IF THIS BM DOES NOT O MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. a 175069 U .4 R SiO e s` CONFORMED TO BID DOCUMENTS 54 E 141 J BLOCK 0'-9' 12'-0' 'COORDINATE DIMENSIONS _ F _ - __- WITH HATCH SUPPLIER. Q CLEAR OPENING i n1 ' g n ._4_______ 2'-0' ,1 T'-8' A 2'.6' 11 4'-0• 1'41' g O i 1..g• 1`11 LADDER k i l l ((�� l 11 AND N /i °l\ J 4010111 cu 11 SAFETY N\ / ' `111 POST, BLOCKOUT FOR ACCESS HATCH, 4 H2O RATED ACCESS M HOOPS! MATCH, SEE 2'-0' !'CTRS. 11 NOTES TYP. COORDINATE WITH A HATCH SUPPLIER. ANCHOR SPECIFICATIONS OR 10' 11 • BELOW t i O \ �.. 139.2 r!.Y 14•-S• 11 b MATCH PER SUPPLIER'S C J }1 RECOMMENDATIONS rs B-nw+s !' 1 TOP OF VAULT 392 •4' CTRS. � �! 'jI !!i .CONSTRUCTION• =��c • O ! JOINT, TYP. , /'//Z./. r6 @ O' CTRS.. _ L C7 U-BARS @ B" /1 � � 1 a�� 'I r6 U•FW8!!' CTIIS.. / CL, U NO sof i1i.. 1410g�-p„METER VAULT PLAN OF TOP SLAB + ° f I FOR PIPE WALL N 2 !§a. SLEEVE AND SEAL C U gilh HOLE FOR SUMP DETAILS, TYP. F•. y C i z W j ag m OUTLET PIPE • ' p 2 15'.4• ° .1 h ' Qv a) cpQQ�{9a92 IIjIVii •i i 3 �0 ° °. cI 3r° — PIPE SUPPORT, 0 o+ d 3/J • _ •3 I COAT CONCRETE WITH I��' , : Capp V C1 W BELOW GRADE ■ m •EXTERIOR DAMP n I ° m Lit a. 190.°0 ® EL• 130.0 PPEROTE NIGALTINO / lkill ° �d L `� L_ �.• .• • SPECIFICATIONS (ALL �I SLOPE ° ` I ` . I ' .• f .. I. y WALLS IN CONTACT /l� �. . 1.■6 1 r ' ' • li_ _.. - WITH SOIL) �S! _�_a�,��rlo•I�� �aj1 m �////� I I ' I o r' % THICK, S" NON-BULB .—r -- /"♦ r—� o r'-e• o'-a• WATERSTOP wzrH T, iP' tralaa�111�� / ♦ M■11NE-- / �.. I - •I V Typ• Rees, TYP. ,__z_ �t�� i ♦♦MMMMt■ttts���// •- 1 $' CRUSHED ROCK, ©Ark I ' I TYP. cr M! •— / ' TYP., ALL SIDES MS r B' EACH WAY, �7- / / TOP AND BOTTOM— �/ FF I .♦ // ♦ J' _ • • 4- 45 C-BAR Q -� .� /' I .♦ // . / °C L PAIRS @ B' CTRS. �{ 1 0 0 �_`• \ 4- 05 BARS @ B' 1 W Q —I J L e .'ten arc" ♦ _—�— I I /' I� 1'-e• CTRS. EACH WAY �` g, CI- al • cc ,:,, . ,- / di I, //NI . , ■rtirtlNINWrrrrrrr• - -. C/) Q OS M-OARS!r" r-1 r 71 CARS., EACH FACE, Q Z CD A =II 1 1 1 1 SHORT BILLS SECTION 11 METER VAULT X ss O 1...i.-I L.....-1 O T _ A T 7�-2. 3/4'=1'-0' 511 C.CD Ul CD Y�I ./ a. 129.90 © EL. 190.00 LADDER NOTES: r-- Wr ® DESIGNED: ADN C7 1. ALL MATERIALS FOR RAILS, RUNGS, AND o BRACKETS TO BE ALUMINUM. DiTAILED: *WE CHECKED: POS 73 2. SURFACES IN CONTACT WITH CONCRETE MUST BE APPROVED: BED COATED WITH AN EPDXY PAINT. DATE: FEB 2014 0 112 1 3. LADDER SHALL MEET OSHA REQUIREMENTS. IF THIS fl 1 DOES NOT -5 I L 4. LADDER SHALL HAVE RETRACTABLE SAFETY POST MEASURE I. THEN DRAWING IS WHICH EXTENDS TO 3'-B" ABOVE TOP LADDER NOT TO FULL SCALE CL r...._______?-______J RUNG. PROJECT NO. U 5. LADDER AND SAFETY POST ATTACHMENTS AS PER 175069 CU CONTRACTOR'S ENGINEER. S 1 1 0 i METER VAULT PLAN f e 3/4" SHEET • r =1 -O' CONFORMED TO BID DOCUMENTS 55 SHEET OF 1 4r J BUILDING NORTH WALL NOTE: 6 ' 21'-0' ADJUST EQUIPMENT PAD DIMENSIONS BASED C < ON ACTUAL EQUIPMENT DIMENSIONS. g MIN.. QD • + ///////////��j//%/�� t METERING SERVICE 1 ✓ ' is iii.it 1 O N b N •SEE SHT. M9 FOR ADDITIONAL ■- ® VARIES N, DIMENSIONAL INFORMATION. • pp .-1 • • ADJUST DIMENSIONS AS REQUIRED. i 4 i f4 a _ VARIES ■ RAISED ! HOUSEKEEPING PAD MALL k5 0 10" MAX. PANELS SCORED CONTRACTION 7 CMU = JOINT UTILITY METERING SECTION o Dom' "NAY ii A & REMOTE METER BASE ` o� ' 3/16'=1'-0' b _ 1f. • `— SLOPE PREFORMED b FINISHED .a, �--�— EXPANSION JOINT t . FILLER BETWEEN GRADE • PAD AND WALL BUILDING NORTH NALL \ •li . a' •• •• : •V • •� • • �• .w a• ,�i O a • • 'S. � ° 3 _ •Y fY i3' a.��Iyq. t_r r.� • f:f • •.y .. �1 qp • BUILDING NORTH WALL O - f ..•t-AY+.�'•rii:'. .-fN1ZI�,.�•r,� +'��,AL.•o_f fp •z.r• �-.. .f T tu T( INTENTIONALLY N5 0 10' MAX. ROUGHEN SURFACE TO CTRS. EACH WAY • C) d 5'-i' RO AMPLITUi.E FOR • . m C g HOUSEKEEPING PAD .' •'� ,. •� :::CC 2$1 ill' CRUSHED POOTINB grk MEDIUM BROOIf =; ® ® AOOREGATE ; W o p $FINISH, TYP. i� •. , _'C a c w rn BOTH FMCS m ® ® '� •• OZS ; U 1//. // /// / / / in ® Y 3 g 2 W ////// /// // // r �_ c� SECTION 29 TYPICAL HVAC PAD s *a ci t 1 1/2'=1'-0' S12 m 0 V W • —I GENERATOR PAD HVAC EQUIPMENT PADS � CO CZ) m 3/16'=7'-0' i;a -1 D' 1 3 lR 73 . 6 GENERATOR ANCHOR .- BOLTS AS SPECIFIED BY CONTRACTOR'S ENGINEER -1-' Q C 45 X 20'-6'•AT 46 X 0'4••AT 10' CTRS. EQUIPMENT, 3'-0' S'-6' J £ VERIFY REQUIRED ANCHOR EDGE 10"t CTRS., F _ DISTANCE, TYP., 0'-6' MIN. \ ^ TRANSVERSE, TOP BOTTOM LONBITUDIXU., CENTER ON PAD _ Q N6 X 21'-6••AT 10•s TOP Z O U AND BOTTOM LONGITUDINAL M. SIDE OF iv .i F'-1 0 U SCORE JOINT ii ti =ti 4 W *S. ° HOUSEKEEPING PAD WALL PANELS F' (/) L ° EL. 111.50 1 PREFORMED \ �' 1 W d _ N5 W • • • a •• _ .• F�Nl6N® CTRr •" •FINISHED �? _ I • n v. e - - BRACE FINISHED V Q ° W •GRADE u i a . . , .a . GRADE \\ • • • S Q cc LLl• SLOPE• N ° a �` •. •• <• n •, • _ .47� I I I I 4 PiI7- I' {7 it it it I-ft' T I TJvii.;��- 1 it i/ i/- it it I T' wZI I' 1• 1 {t 1 0 w Lll CD =•y • d 'a �? 1,f-1 1 I • • 1 f f I�• 1 • I • • Iz•:.•.-.-6.-• • f'! I • l-1 1 f • 6' • !�• • I=♦ • • 1, r Q =�= •WI- •r- T •. ��_I�Ii�i�!sY.t+`.Izlif e- • �!� 1 o �•-•Zf;•�/.ff�•�f f • f 1 f f • • • OZ..:• f •Zf;•Z P • f • •�f:•:O • O�•Y�s.1 k�"y p • Ii� 7-.-•ef.�Ste• 4-�-er�Y._f,ye-��.,.e:?�,rne- 14.— :41∎z•y-�-•.: J _--- -..-- -- - = -•-..- r_-P_--- ------L- ..- - . e.,..•• • I<• •11:-.E7.•;:.•1 I.•1 L�:f •f.f4�!�•e«IVOZ.f.0:e;,..�•�.e�e sY:a • • .-f f00 •T-•t•Y r'? •'f�•i•►7.. .t •Y:..t •t • v off*1S�•� .. • .� • • t f f c. '� t •� •t♦Y•� f • •Y•Y LY d L � i�� Ti .tom• • w O •.: v �. 1 • 1/2 CRUSHED `��������� t. f-,.....r.....- I IL6 1 f IY •1 i •_I..1"! !+1 .Z�~•.'•j`•i/`I.91,.; AGGREGATE DesrGNEO: ADH Ul DETAILED: M/E � O 1 1/2' CHECKED: PAS ca _ CRUSHED 4• N4 TIES AT I'-0' APPROVED: BER AOGREGATE CTRS. E.W. AND 1'_0' 1 M AT EDGE, TYP. - DATE: 0 FEB22014 1 s — THIS o SECTION 2B METER BASE EQUIPMENT PAD MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE CL NOTE: 1 112'.1'.0" PROJECT NO. s1z 175069 u SECTION 12 GENERATOR PAD CONTRACTOR TO VERIFY PAD SIZE AND ANCHOR CU - ▪ it 1 1/2'.1'-0' S12 REQUIREMENTS WITH EQUIPMENT SUBMITTAL. S1 2 o 1 SEE CIVIL PLANS FOR LOCATION OF GENERATOR PAD, FOR HVAC EQUIPMENT PADS SEE O . S5. CONFORMED TO BID DOCUMENTS SHEET Ll C 56 OF 141 • r - 1 5 • : 5 8" CMD 4 0 POURED JOINT INSULATED CORE METAL FOOTING CL ■■ SEALANT WALL PANELS, SEE 6 BRICK MASONRY ARCHITECTURAL SHEETS VENEER, SEE NORMAL SLAB FOR DETAILS b• FILLET, TYP. ARCHITECTURAL REINFORCEMENT FINISHED GROUND 011 8" CMU W8 BAR SPACING HARD TROWEL SHEETS FOR 2'-5° i_ SIDEWALK, SLOPE _ 8" CMU FINISH AT DETAILS FLOOR SLAB 8"�5�, 1'-9" AWAY FROM BUILDING #8 BARS--� ' 1'.4. ON ORIDLINES A, F, AND 2 y+ 4 O 2'-8' ON ALL OTHER WALLS POURED JOINT DOORWAYS fl'i y1 1U 4 8- #5 x CONT. 9' SEALAM Y1 S2 R \ -- •5 BARS AT 10" AT FOOTING BARS FLT SLAB '/ POURED JOINT lit (, - SLAB EDGE IN ADDITION ' - SEALANT, TYP. x81 E (U TO NORMAL SLAB BARS ° POURED JOINT FLOOR SLAB FLOOR SLAB .\-, SEALANT FLOOR FLOOR I i�� EL 140.0 • d - EL.140.0 EL.140.0 7 7. d d d° 7. F k' 41111111pr k"8 4e - '/ 8 a ° 1 i�,� �, �•� �. JOINT FILLER - PREFORMED x' EXPANSION ; �. ��•�11 1 (•`� •x� '�Y: 2:. C JC JOINT FILLER t• S PREFORMED EXPANSION - < �^''"�"'� C•.L.Z` . . �•� • 1•—•—il _. •—• ter; Y,• a 4 [AA.-'T/.4 JOINT FILLER a d p)%Y 1:+`- j. 4 a 4 .. t"1�- 4 A - e '�•�, 4 '� •�� BOND BREAKER ��- 1�•�� BOND BREAKER • ,•�� • R •.� � BONO BREAKER O •Y •O ; . BOND BRAKER BETWEEN o I BETWEEN FOOTING � :BETWEEN FOOTING ' • BETWEEN FOOlINO t; I. I��pti .- AND SLAB ,fix::�•J e ..414.... ' • .a 4 .a e 1 s — 7 4' e N;Q BOTTOM OF FOOTING �. \�z� BOTTOM OF FOOTING a . ' •.�� BOTTOM OF FOOTING Iz�►�,.i` BOTTOM OF FOOTING - •Cl ,. < =• EL.138.0 _ ; ;� •`�•rirof• EL.138.0 Bil i Tf EL.13e.o rte• r i`r—i�c r— ( EL.138.0 : 0.. :. I ` .• `,:.�..t. t C 1 1 .i i. .z.Ot ;e . .' . II ... A �"�I �i� ! .•it, 11:, MAX. \7�iY�iY�i�iY � � i • • �' �' c SEE SECTION L L.�1. <� SEE SECTION ► . Y•• b +!-.•- .sz-•1_• • ,•Y.ti ° 1 ° i_•1:1:1:1:._�_ . ._.:I 141SD1 FOR LI ° ;ALA. 1- M5 X CONT. 1 . .�4hAI I =ft '.i��� .L�L�.L� FOOTING FOR _,y_- O I FOOTING FOOTING 6� •, p REINFORCEMENT REINFORCEMENT rA,e.- ,o Nl SEE SECTION 14/SDI A. 0'-9• DETAILS DETAILS = FOR FOOTING #5 C-BARS 9 rol I ! REINFORCEMENT DETAILS p'.8 112 - CENTERED CENTERED IN (ff 1'-4' CENTERS VARIES IN FOOTING �si o 1Y I FOOTING (1'-0 1l2e 0'-4 112e TOP AND 807 ,} ` COMPACTED 1 Yz" MINUS AT ORIDLINE F ONLY) CRUSHED ROCK VARIES 48 BARS P VARIES : VARIES ...4 7" CENTERS 1 SECTION 25 FOOTING AND SLAB AT DOORWAYS C�d `� SECTION FOOTING AND STEM WALL SECTION FOOTING AND STEM WALL — SECTION ® FOOTING AND STEM WALL SECTI W 1•=1'-0• r=r-o' @ GRIDLINE 2 AND D 1=1 -0' S4 S5 H `o ��a @ GAIDLINES 4 AND B e' W o : w >,, s L c, A �L UI O mS ~.. J.i 05 CZ t p, 5, 2, S, Cam. a V CMU WALL (REINF. NOT TYP. TYP. m SHOWN FOR CLARI rY) ,e I O ti • SEE ARCHITECTURAL 4 • e • 1_2- / .d r• d• - �/ 2- 46 EACH FACE> 1'-0• •I m.�1�G?AG PLANS FQR b • .° I e. • G. 1- #B EACH FACE< 1'-0• ,,��1 ..-•Comm DETAILS `\L I��, I 1 � :• M BUNDLE 2- #5 3 IAA VERTICAL L-BARS IO•4 /•4 '�•••I/// a ■i ' • : / \ "". \�•••� •'� , • OPENING IN VAULT 0 ■ P. ....�5 wwwA %' STIFFENER PLATE, 4 I, �1 CC UI I��� ►�i• I,w•■.��••∎'�' LOCATE 2' FROM EACH I� t►4 ►��� °O•I� 'I ANCHOR BOLT .� \7 Q 1-4 CC B�•� ►•�j Iiiiii° . - Z L] I♦�, /��� 1,.' DIA. x 8' LONG • `I1. 1M ►t/ ��'.'���∎' HEADED ANCHOR BOLTS" DOUBLE REINFORCEMENT TIER SINGLE REINFORCEMENT TIER '•, Q >, ►�i�� �\ ale' h r AT L I��' /���_ OVERSIZEDCHOLESIN • 1 2 Q O I�/ i000e► in t W o I.� .,� � CONCRETE REINFORCEMENT DETAILS MIEN;;���� o z �� j.�,ir•:i:•_•_•" SEE ARCHITECTURAL II I W _ 2- �' DIA. x 8' �4 ►�1 •wN•N - S 1_ LONG HEADED II �� ••••NN•••N•N �• bor PLANS FOR Q 2 G /�∎••WN•••w•w•wN•w• •••w••• DETAILS Ga ANCHOR BOLTS•AT I��,, ��. •w•NN•Nw•w•w •ww•N•w CONCRETE SLAB FOR CIRCULAR OPENING (UNLESS OTHERWISE NOTED) I_ y � •N •NN•N•N • = 0 Z 1-1 co EACH CANOPY N�w•w•wN•Nw•N•NN•N FRAMING -� ►-�-i■ N•NN•N•Nw•N•NN•N . el I� ♦� I5 4 70' EACH WAY NOTES: CONNECTION I�, ��. __—_� c 2' SAND W=DIMENSION OF OPENING PERPENDICULAR TO BARS W S O N ,��� ►.�, „- METAL DECK , CUT. FOR CIRCULAR OPENINGS W=DIAMETER. O ♦ / VAPOR BARRIER, WRAP ONTO d O "EXPANSION ANCHORS ►•G, ■ - I SIDES OF FOOTING, TYP. I ACCEPTABLE IF CAW 1�+ - i. tA�I� o CELL IS GROUTED SOLID. I♦ i��a au•1 CB X 13 SEE WALL OPENI GSD OT SPECIFI DAONISTS CTU ALM �4 p `r� 1 n" CRUSHED ROCK, 8" AND WALL OPENINGS NOT SPECIFIED ON STRUCTURAL O �, ■0 CANOPY T �� MIN. COMPACTED THICKNESS DRAWINGS. 10 014 FRAMING - - SUPPLEMENTARY REINFORCING NOT REQUIRED WHEN � '••1 •' BOTTOM OF CANOPY •'F.•••:•1:••t••:•••-•1cl•• • TYPICAL REINFORCING IS NOT CUT. CO /�� EL.150.0 r. • -•r•-•-•-•-•■-•r•-•-•-•v-•i-• ••- UNDISTURBED ►��� ��� �,.,,A,Q,AA,A,..n\,A,,A�„A,,A,,A \ NATIVE MATERIAL SEE DIA/01 FOR SEAL DETAIL. DESIGNED: API CD I* 44���r MAILED: WE �p �.•. .•-� DNEcKED: PBS DETAIL OF REINFORCEMENT AT OPENING IN CONCRETE APPROVED: GER -- - -.._ DATE: FEB 2014 DETAIL ® CANOPY AT PARAPET WALL PREPARATION UNDER SLAB DETAILS D la 1 Isl 3" • V-0" 1' = 1'-0' IF THIS 84R DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE d PROJECT NO. u 175069 .0 ! SDI CONFORMED TO BID DOCUMENTS 57 OF Tar r k 1 IS p I ■ i ! i 1 i 1. (J 3- #B, FULL IIt HEIGHT, 1'-0' TYP., UAtl j QQ #B 71> 'UNLESS INTERRUPTED d �i. BY CONTROL JOINT 4' -.EIRIMERml . [ ��1��� 1 I L°i BB NOAIZ. REINF. . • ALL ORNERS, TYR.I \ ���. 6 E CMU BRICK MASONRY ktIti I I 3'•0' / 111111 VENEER, SEE f•1 SEISMIC ARCHITECTURAL pdIA ' VI_I #3 TIES P �I1 WIRf EANCHO4 ■ DETAILS F� IL' �P- z S Li EACH WAY %o-HORIZONTAL ■ SE CAHOOF r' REINF., TYP. EYE WIRE . m = 78 d§§ LINTEL BEAMS OVER OPENINGS > 2' -8" WIDE TYPICAL CORNER TYPICAL INTERSECTION F— ` i Q o ia 8N U CMU DETAILS DETAIL EVENEER TIE >.� $ 0 W 0 04 C >8 tax °D O 2 mm V t.]W m W a,3!4' EXP. JOINT KRIZ. REINF. IN BOND BEAN CONT. ACROSS CONTROL JOINT AT TOP OF WALLS AND WHERE SHOWN. HOOK ALL OTHER HORIZ. AB VERT. STEEL AT cm REINF. UP OR DOWN AT JOINT. #6 VERT. STEEL AT END 'D V.• DEEP SAWW . T OR 4 FIRST TWO CELLS EACH SIDE OF JOINT CELL AT ALL OPENINGS. .4 QUICK JOINT PULL TOP. EXTEND 3'-0• BEYOND '-' FILL WITH SEALANT LIMITS OF OPENING AFTER 21 DAYS. '�9 T-1 Ul 11TI_e�„�_� A'_r�_IrTi SLAB = � I� CONCRETE g IWI-�i �. r- ` 11T T11rT. 0 IL MM. Mzti ti QBOND BE� FLANGED NEOPRENE GASKET JI �•-•ILl ~ CC- Q Ui L BLOCKS, TYP. CONT. VERTICALLY, OR 1 ti 'J C - HOOK HORIZONTAL Z Q 0 STOP REINFORCEMENT EXP. JOINT CAULKING USE CONTROL JOINT UNITS BARS UP OR MOW QC' ~ 2' CLEAR OF SEALANT OVER BACKER 0 F-W dCONTRACTION JOINTS ROD CONT. EA. SIDE FULL BLOCKS CELL,' TYP 0 U O CU DETAIL ® CONTRACTION JOINT DETAIL (" TYPICAL CONTROL JOINT DETAIL ® TYPICAL OPENING up Q ") Z Z PciN NOTE: W O SEE SHEET 55 FOR CONTROL C3 JOINT LOCATIONS. O AO !f) O AO CO r", DESIGNED: ADH in O DETAILED: WE ., O CNECKED: PBS 11 APPROVED: BEE GATE: FEE 2014 0 1/2 1 IF THIS BAR DOES NOT 0 MEASURE 1. 17IEN DRAWING IS 3 L SCALE a PROJECT NO. u 175069 — t, SD2 pQ ` CONFORMED TO BID DOCUMENTS 5SHEET 41 di 1 ` DIA( , ROOF DECK TO RAFTER ` ROOF DECK AOOF i % • AT EVERY FLUTE ".. <TO PLATE AT �e Q EVERY FLUTE g ■.0 W 12 X 19 RAFTER WALL PANEL, SEE ROOF DECK p ARCHITECTURAL SHEETS FOR %' DIA. X 0'41' LONG DETAILS STUDS AT 1'-4' CENTERS, f r — — _ — ` ` • FULL LENGTH OF MALL ill Aiiii CU i ' PL}I.X4X ..0 I �� s D• BOTH SIDES ROOF SYSTEM, SEE Y ' <PLANOEPLO PL, SHEETS FOA DETAILS firCe'- _` Q 2- 08 X _ . ' I. It CONTINUOUS • THROUGH 441 CONTROL JOINTS � @@� ROOF DECK - 1 -7 sitimomri 6 FILL SPACE UNDER RAFTER ' \ ;:OUT / 2 2 - 5 u •. w lox l5 / L4XKW1O 1'-2' CIt4eI AT EACH W 10 X 15 3�.� U •Ft%X4X1'-0' yl. N M- .....111 %' DIA. ANCHOR BOLT WITH 4 MIN. EMBEDMENT. USE POST-INSTALLED '� v�P y MECHANICAL ANCHORS WHEN ANCHOR z _ 4g • 2- %' DIA. X4' , m S HEADED ...A/AM,; CONFLICTS WITH CMU BLOCK WEB 11 $ Q� ELEVATION 41111UPPER ROOF DECK TO WALL CONNECTION s s I I I '� \ . 1 112'`1 -0' @ GRIDLINES A AND F �s P Y. / " ' d!k ..--.7 PL %.STIFFENER A l'.' I C PLATE, CENTERED SECTION 1s UPPER ROOF RAFTER TO WALL CONNECTION 3•=1 -O' 6,50. @ GRIDLINES 1 AND 2 >. a ro„9� (/ ROOF DECK TO RAFTER i C SECTION ® LOWER ROOF RAFTER TO WALL CONNECTION h 0 \AT EVERY FLUTE °�c L 3 =1 - @ GRIDLINE 2 V m j W 4 R i ° .!!i:1 c v W i CO 80771 SIDES\ 1 ROOF DECK p0 V OF FLANGE / 34e I / 2 j pq I Clo/ ROOF DECK TO RAFTER V 16 %a 0 \AT EVERY FLUTE Y.' DIA. IA7ANCR I W 10 X !3 SD3 BOLT IN OVERSIZE / ROOF DECK HOLES, T .f/ WIPED PLATE FOR r//1-1 4 X 3 X% ATTACHMENT OF ROOF DECK 1 / 4 1 P. li • 0 , / FILL GAPS 3 . . j WITH GROUT - q ROOF DECK_ .. . . o 1 ROOF DECK • 12 7D PLATE CC HALF-HEIGHT l CD in / MASONRY UNIT O ® O p V 4 Z 0 •-' ✓_/ r ROM FLAME ti '--1 CU 1 io — `I I , 3i / EDGES .' ti •A a 0'-2.0'-2'0'-2.0'-2'0.-2'.O'-2' I ~ --I ON - •' - TAPERED PLATE W 12 X 19 0. '� ' /' '� TOP OF WALL BEYOND N 4 % OJ . . TAPERED x 4' x 1'-0' a ���� U W �'' VARIES' COPE CHANNEL. %x' - - — Z.I. ( a a 2 O N . . DEEP BY 2' LONG *%' MIN, ~ W12X 19 ~ Lj / - / L 4 X 4 X Y.X 0'-B' o A DETAIL LOWER ROOF RAFTER TO WALL CONNECTION Or p�F¢- ti W �m�i wri OS X 11.6 til N• O /�����i�i�/���/���/�������/�/�/� o .i i.��i... ry ROOF DEC4C w O . . . . .. _ 2- a BARS 1 S TO ANGLE K • 12 �• /•oi�� 0 i. . . II ROOF DECK• l0 =PM O \O 1�1 1 •w '%e' DIA. HOLES V i ii 1 FOR%' DIA. iuiii�j. /%i%//////////.� PLATE UNDER N 1 BOLTS I PLATE in . . . •. . • . . lal%M�! cLA/ DESIGNED: ADN 1 L 4 X 3 X% ��r DETAILED: MJE \ I i e X 5 -4" LONG pi 2- 3'e' CHECKED: N+0.S 0 -P j / DIA. E' APPROVED: DER 1 9/A' DIA. ANCHOR S7UDS -_ - - 75 0'-}• BOLT AT 11' CTRS. SD3 K�..i..i IN OVERSIZE HOLES, DATE FEB 2014 Ott nz TYP. (5 PER ANGLE) O IF THIS BAR DOES NOT• 0'-2' O B' 0'-2' mail MEASURE 1• THEN DRAWING IS 3 0'-2 112' 1- MO x CONTINUOUS NOT TO FULL SCALE 0- . PROJECT N0. U 175069 _Qt DETAIL 0 UPPER ROOF RAFTER TO WALL CONNECTION SECTION • CHANNEL TO BEAM CONNECTION SECTION. 41111LOWER ROOF DECK CONNECTION SECTION ® BEAM ANCHOR SD3 o / $ ` 3'=1' SHEET oa @ EDGES (3 3 =1 0 CONFORMED TO BID DOCUMENTS 59 OF 141 J 1- 1 ROOF SYSTEM OVER 8 DECKING, SEE z ARCHITECTURAL •q- PLANS FOR DETAILS 4 ^J 48 SCREWS TO ROOF DECK WALL FACADE, SEE 6 WITH RUBBER WASHERS AT DRAWINGS 6' CTRS. BETWEEN ROOF DECK 8' RAFTERS TO PLATE AT• ROOF DECK EVERY FLUTE 8 ill o 12 GAUGE BENT PL - ROOF PECK Cu SEAL END OF ROOF DECK Q N. A GAUGE FASCIA WITH GROUT N ATTACHMENT PL .\-. REMOVABLE SKYLIGHT, eo SEE ARCHITECTURAL 74' ��' 1 'S SHEETS FOR DETAILS 3' X 4' X- %.0' PLATE P/ ,` DIA. x 0'••' i 1 4• LONG CTRS. AT @ 88 SCREWS AT 8' 7'-4" CTRS. Z S CTRS., BETWEEN =MIME i RAFTERS ..• L 4 x 4 X Y.x ." _ 2 0'•4' WITH 2- s��1/J/./r 3 SIDES SECTION 1e ROOF DECK TO WALL CONNECTION it OIQ.•B tiP•2'4' 44f>\' Y4 ' w 1 112'=1'-0' SD3 S u F METAL DECKING i t A ; g C8 x 11.5 2 PER J 4}, g ANGLE % 0 T - W P o 'E• ' E WELD ROOF DECK o `' d t h it 0-7• TO PLATE AT ,^4.3 - e' ' EVERY FLUTE 0' 12 X la RAFTER 4111 DECK 4111*. . L 4 X4XY X0'•4' 8 x U §§ C TRIM BOTTOM OF �' a`1 c L.g PL AT RAFTERS CM! 4 C 1 2 w 2 8 SECTION ® FRAMING AROUND SKYLIGHT 'u' W o q "p 9,u g 112•=1'-0" -.. S §ti !- SECTION ® ROOF DECK CONNECTION °� ° r 0 CD @ GRIDLINES 1 AND 2 U 3 Z W E g c > C) i SECTION () ROOF DECK TO WALL CONNECTION m m .3 x W 112°=7'-0' @ GRIDLINE D • W —` m ti lip CYZ 0 1'-1/. CD 0'-2 1/2• 0'-0 3/4' 3 O Cr 1'-a 1/2' Q C7 a N 0'-2 3/4' 4 SPACES• 0'-2 3/4' I_ _I F`'1 =O N C �+ N I ^ m W CO Ll i FLAT BAR x 2 '! 7 PLATEK Y1 12 R Z a CC 1.., N e__ (FLUSH WITH TOP OF T - -I O 0 Z ~Q N � � ��9-a1-1 .'c BEARING BAR END rreeam� E` MMI��_ ! PL ''4 X 4 X 7'-0' V Q C)Lu•V) : , `! m wm le 1 2%x 2%x Y. PLACE BETWEEN RAFTERS W Q.Q- CC O .- al_1 __ ...im=I EACH END (S Q CO-J Lu + -i——�_—i• FLAT BAR%x 2% ROOF DECK _+ W UJ C1 ev - _— EACH SIDE GROUT O Z ti l PLAN ®1� Y CD 6 8- Ve' DIA. H.R.S. ROUND, HEX, C OR RECTANGULAR CROSS BARS Q I EQUAL IN AREA. MAY BE FILLET V DIA. X 8' J CD WELDED, RESISTANCE WELDED, OR • STUDS AT 8" CTRS. QQ p ELECTROFORGED TO BEARING BARS %" MIN. GROUT U7 UNDER ROOF DEOK CMU O -----Un\ .„---.0--‹TYP. / B- FLAT BARS VD %x 2 9'e" DIA, x 3' BOLT CO (BEARING 54R) (ASTM A307), OR WELD STUD, 4 PLACES _DESIGNED: AON _ p4' x 4" NOMINAL OPENING, DETAILED: MJE _J_ ~O COORDINATE LOCATION WITH PUMP ELEVATION CHECKED: PBS --- DISCHARGE AND POWER CORD �_ APPROVED: OER SATE: FEB 2014 0 111 1 DETAIL ® VAULT SUMP GRATE VAULT SUMP GRATE FRAME SECTION TOP OF WALLS 1'=1'-0' 1'=1 -0- 3'=7 -0' MEASURE I. THEN DRAWING IS @ 1 AND 2 H NOT TO FULL SCALE a PROJECT NO / U 175069 8 : SD4 ii 1,, CONFORMED TO BID DOCUMENTS SHEET 60 OF 141 f il- ABBREVIATIONS GENERAL MECHANICAL NOTES t 1 A ALARM, COMPRESSED AIR OUTLET CH CONVECTION HEATER EVS EMERGENCY VENTILATION SWITCH HOA HAND-OFF-AUTO OCPS ODOR CONTROL PRESSURE SWITCH SMO SMOKE DETECTOR 7. THIS IS A GENERAL LEGEND AND ABBREVIATION SHEET FOR PLUMBING, PIPING, AND 6 AC AIR COMPRESSOR CL CENTERLINE EWC ELECTRIC WATER COOLER HP HEAT PUMP, HORSEPOWER 005 ODOR CONTROL SCRUBBER SP STATIC PRESSURE (INCHES OF HVAC DRAWINGS. SOME ITEMS CONTAINED ON THIS SHEET MAY NOT BE USED ON THIS AD ACCESS DOOR, AIR DRYER CO CLEANOUT EWH ELECTRIC WATER HEATER HR HEAT RECOVERY UNIT, HOUR, OCSD ODOR CONTROL SHUTOFF DAMPER WATER) m AF AIR FLOW, AIRFOIL CONC CONCRETE EWT ENTERING WATER TEMPERATURE HOSE REEL OD OUTSIDE DIAMETER SPS STATIC PRESSURE SENSOR SPECIFIC PROJECT. AFF ABOVE FINISH FLOOR CONK CONNECTION EXIST EXISTING HUH HEATING WATER UNIT HEATER ORD OVERFLOW ROOF DRAIN SRP SCRUBBER RECIRCULATION PUMP g g 2. ALL MECHANICAL PLUMBING AND HVAC WORK SHALL BE IN ACCORDANCE WITH THE AFM AIR FLOW MONITOR CONT CONTINUATION F DEGREES FAHRENHEIT HUM HUMIDIFIER OAP OXIDATION REDUCTION POTENTIAL SS STAINLESS STEEL FOLLOWING APPLICABLE CODES: AHU AIR HANDLING UNIT CP CIRCULATING PUMP FBD FACE AND BYPASS DAMPER HV HOSE VALVE P PNEUMATIC S5K SERVICE SINK 2011 OREGON PLUMBING SPECIALTY CODE i ALUM ALUMINUM CS CUP SINK FC FORWARD CURVE, FAN COIL HWB HEATING WATER BOILER PD PRESSURE DROP (INCHES OF SSP SUBMERSIBLE SUMP PUMP p 2010 OREGON MECHANICAL SPECIALTY CODE 6 AP ACCESS PANEL CT COOLING TOWER FCO FLOOR CLEANOUT HWP HEATING WATER PUMP WATER FOR AIR, FEET OF WATER STD STANDARD 2010 OREGON FIRE CODE g APPROX APPROXIMATE CU CONDENSING UNIT FD FIRE DAMPER, FLOOR DRAIN HZ HERTZ FOR FLUIDS) SV SERVICE VALVE, SHUTOFF VALVE, � ARV AIR RELEASE VALVE CV CHECK VALVE, CONTROL VALVE FOB DEGREES FAHRENHEIT DRY BULB I INTAKE PAC PACKAGED AIR CONDITIONING UNIT SUPPLY VALVE, SOLENOID VALVE 3. FOR ROOFTOP EQUIPMENT CURBS, FLUES, AND FLASHING DETAILS, SEE ARCHITECTURAL 1 AS AIR SEPARATOR CW COLD WATER (POTABLE) FEF FUME EXHAUST FAN ID INSIDE DIAMETER PAH PACKAGED AIR HANDLING UNIT T THERMOSTAT DRAWINGS. ° ATU AIR TERMINAL UNIT CM CLEAR WATER WASTE FLEX FLEXIBLE IN INCHES POI PLUMBING AND DRAINAGE INSTITUTE TCP TEMPERATURE CONTROL PANEL i ,..> w AUTO AUTOMATIC D DIRECT DRIVE, DRAW-THRU FLG FLANGE INV INVERT PDS PRESSURE DIFFERENTIAL SWITCH TCV TEMPERATURE CONTROL VALVE 4. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL EQUIPMENT BASE DETAILS. 'RI R AVG AVERAGE DB DRY BULB FM FLOW METER JS JANITOR S SINK PF PROPELLER FAN TD TRENCH DRAIN a A'✓S AUTOMATIC VALVE STATION DDC DIRECT DIGITAL CONTROL FPM FEET PER MINUTE KW KILOWATT PHP PACKAGED HEAT PUMP TE TEMPERATURE ELEMENT 5. 'SCREENED' DELINEATION DENOTES EXISTING AND NEW FACILITIES AND IS FOP 11 g,B BELT DRIVE, BLOW THROUGH DEG DEGREES FR FUNNEL RECEPTOR L LINED DUCT, LOUVER PL PLATE TL TOP LEVEL REFERENCE ONLY. "LIGHT" LINE DELINEATION DENOTES EXISTING MECHANICAL `*` p BOO BACKDRAFT DAMPER DE DRINKING FOUNTAIN, DUCT FAN FRP FIBERGLASS REINFORCED PLASTIC LAT LEAVING AIR TEMPERATURE P0S POSITION TP TRAP PRIMER EQUIPMENT AND SYSTEMS. EXISTING FACILITY AND MECHANICAL SYSTEMS g s" BT BLIND FLANGE DIA DIAMETER PIPE LAV IAVATORY PPP' PARTS PER MILLION TS TIP SPEED, TAMPER SWITCH INFORMATION WAS TAKEN FROM PREVIOUS DRAWINGS, CONSTRUCTION RECORDS, DATA, c BFF BELOW FINISH FLOOR DIP DUCTILE IRON PIPE FS FLOOR SINK, FLOW SWITCH LBS POUNDS PRS PRESSURE REDUCING STATION TYP TYPICAL AND FIELD SURVEY INFORMATION. ACTUAL LOCATION, ARRANGEMENT, AND DIMENSIONS R ]4 8 BFP BACKFLOW PREVENTER DM DUCT MOUNTED FSD COMBINATION FIRE/SMOKE DAMPER LD COMBINATION LOUVER/DAMPER PRV POWER ROOF VENTILATOR, UR URINAL SHALL BE FIELD VERIFIED AND WORK INSTALLED TO MEET ACTUAL CONDITIONS AND D1 BFV BUTTERFLY VALVE ON DOWN FSW FILTER SURFACE WASH LI LEVEL INDICATOR PRESSURE REDUCING VALVE V VERTICAL LOCATIONS ENCOUNTERED. "BOLD" (DARK) DELINEATION IS NEW WORK TO BE w $ `" BH BASEBOARD HEATER DSN DOWNSPOUT NOZZLE FT FEET, FIN TUBE HEATER, FLOW LS LABORATORY SINK, LEVEL SWITCH PS PRESSURE SWITCH VAC VACUUM OUTLET $ ; ,4. BI BACKWARD INCLINED, BUILT-IN DWG DRAWING TUBE CONSTRUCTED UNDER THIS CONTRACT, LWT LEAVING WATER TEMPERATURE PSI POUNDS PER SQUARE INCH VANE VANEAXIAL i S• R a g THERMOSTAT DX DIRECT EXPANSION FUR FURNACE MAU MAKEUP AIR UNIT PSIA POUNDS PER SQUARE INCH ABSOLUTE VAV VARIABLE AIR VOLUME 6, METAL ROOF DECKING OR BOTTON CHORD OF BAR JOISTS SHALL NO7 BE USED FOR THE 4 .=- BL BOTTOM LEVEL E ELECTRIC, ELECTRIC OPERATOR, FEB DEGREES FAHRENHEIT WET BULB MAX MAXIMUM PSIG POUNDS PER SQUARE INCH GAUGE VB VACUUM BREAKER SUPPORT OF EQUIPMENT, PIPING, OA DUCTWORK. BLDG BUILDING EXHAUST G GAS OUTLET MCA MINIMUM CIRCUIT AMPS PTAC PACKAGED TERMINAL AIR VCD VOLUME CONTROL DAMPER $g• @ BLR BLOWER FA EACH, EXHAUST AIR GA GAUGE ME MIST ELIMINATOR CONDITIONER VF VANEAXIAL FAN 7. ALL HANGERS, BRACKETS, OR BRACES FOR DUCTWORK, EQUIPMENT, AND PIPING ARE K c BOO BOTTOM OF DUCT ELEVATION EAT ENTERING AIR TEMPERATURE GALV GALVANIZED MFR MANUFACTURER PI PRESSURE ZONE VSP VERTICAL COLUMN SUMP PUMP NOT INDICATED ON THE DRAWINGS. REFER TO THE SPECIFICATIONS FOR SUPPORT K i p SOT BOTTOM EC ECONOMIZER, EVAPORATIVE COOLER GCO GRADE CLEANOUT MOCP MAXIMUM OVERCURRENT PROTECTION RA REACTIVATION AIR, RETURN AIR VTP VERTICAL TURBINE PUMP REQUIREMENTS NOT SHOWN ON THE PLANS. } BTF BIOTRICKLING FILTER ECH ELECTRIC CABINET HEATER GD GARBAGE DISPOSER MIN MINIMUM RAC ROOM AIR CONDITIONER VTR VENT THRU ROOF cr BTUH BRITISH THERMAL UNITS PER HOUR ECP EQUIPMENT CONTROL PANEL GIH GAS INFRARED HEATER ma MECHANICAL JOINT RCS REMOTE CONTROL STATION W WIDE FLANGE, WIDTH ...OUTSIDE AIR INLETS SHALL BE LOCATED A MINIMUM OF 10' AWAY FROM ANY EXHAUST b ° W AU BELL-UP EDH ELECTRIC DUCT HEATER GPM GALLONS PER MINUTE MOD MODULATING RD ROOF DRAIN WB WET BULB AIR OR PLUMBING VENT OUTLET. ! t $ b',g BV BALL VALVE EEW EMERGENCY EYE WASH GUN GAS UNIT HEATER MS MOP SINK RED REDUCING WBP WATER BOOSTER PUMP C CHANNEL, CONVECTOR, COOLING, EF EXHAUST FAN, EACH FACE GV GATE VALVE NC NORMALLY CLOSED READ REQUIRED WC WATER CHILLER, WATER CLOSET 0. ALL EQUIPMENT, PIPING, AND DUCTWORK FINAL LOCATIONS SHALL BE COORDINATED TO Y COOLING (MAKE ON RISE) EFF EFFICIENCY GW GLASS WASHER NO NORMALLY OPEN, NUMBER RH RELATIVE HUMIDITY, ROOF HOOD WATER COLUMN AVOID INTERFERENCES WITH STRUCTURE, OTHER PIPING, EQUIPMENT, DUCTWORK, AND d'3 CAU CARBON ADSORPTION UNIT EGS EMERGENCY GAS SCRUBBER OWN GAS WATER HEATER NPSHR NET POSITIVE SUCTION HEAD RSF ROOF SUPPLY FAN CO W WALL CLEANOUT CONDUIT. UNLESS SPECIFICALLY DIMENSIONED, THE PIPE AND DUCTWORK ROUTING SSA t�A ! CAV COMBINATION AIR VALVE EIH ELECTRIC INFRARED HEATER H HAND OPERATOR, HEATING, REQUIRED SA SUPPLY AIR WF WALL FAN SHOWN IS INTENDED TO INDICATE GENERAL LOCATION ONLY. INSTALL DUCTWORK TO o A,p w ;•i i¢ d �+ CB CENTRIFUGAL BLOWER EL ELEVATION HEATING (MAKE ON FALL), HEIGHT, NT NEUTRALIZATION TANK SCD SMOKE CONTROL DAMPER WG WATER GAUGE ALLOW FOR PIPING TO BE ROUTED NEAR WALLS. .i w ri n CBD COUNTERBALANCE BACKDRAFT DAMPER EQUIP EQUIPMENT HORIZONTAL, HUMIDISTAT OA OUTSIDE AIR SCFM STANDARD CUBIC FEET PER of WALL HEATER, WALL HYDRANT p o `V -� CC COOLING COIL ES EMERGENCY SHOWER, EMERGENCY HC HEATING COIL OC ODOR CONTROL MINUTE WHA WATER HAMMER ARRESTOR G Z^ Ji 10. ALL PIPING AND DUCTWORK SHALL BE ROUTED AS HIGH AS POSSIBLE WITH A MINIMUM d d m b m CCU CARBON CANISTER UNIT SWITCH HCH HEATING WATER CABINET HEATER OCBD ODOR CONTROL BALANCE DAMPER SCHD SCHEDULE WM WALL MOUNTED HEIGHT OF B'-0' ABOVE THE WALKING SURFACE UNLESS OTHERWISE INDICATED BY A h a CD CONTROL DAMPER ESP EXTERNAL STATIC PRESSURE HE HEAT EXCHANGER, HELIUM OCF ODOR CONTROL FAN SCP SCRUBBER CONTROL PANEL WST WATER STORAGE TANK CENTERLINE, INVERT, OR BOTTOM OF DUCT ELEVATION. �`J7,° )►'� K CORP CONDENSER WATER PUMP ET EXPANSION TANK HE HOSE FAUCET OCFS ODOR CONTROL FLOW SWITCH SF SQUARE FEET, SUPPLY FAN WT WEIGHT w CENTR CENTRIFUGAL EUH ELECTRIC UNIT HEATER HMC HARNESSED MECHANICAL COUPLING OCLS ODOR CONTROL LEVEL SWITCH SH SHEET, SHOWER WV WATER CONTROL VALVE 11. ALL HOSE FAUCETS AND HOSE VALVES SHALL BE INSTALLED 3'•0' ABOVE FINISHED CF CABINET FAN EV EXHAUST VALVE HO HAND-OFF OCP ODOR CONTROL PANEL SIM SIMILAR ZD ZONE DAMPER FLOOR UNLESS OTHERWISE NOTED. WALL HYDRANTS SHALL BE INSTALLED 2'-0" CFM CUBIC FEET PER MINUTE FLOOR GRADE UNLESS OTHERWISE NOTED. X23 LEGEND (.) 12. ALL HOSE FAUCETS AND WALL HYDRANTS SHALL BE NOMINAL 314' PIPE SIZE UNLESS GENERAL FUEL GAS PIPING SPECIALTIES PLUMBING CONTROLS AND INSTRUMENTATION OTHERWISE NOTED. ALL HOSE VALVES SHALL BE 1 1/2" NOMINAL PIPE SIZE UNLESS ~ o PIPING ABOVE FLOOR OR GRADE G NATURAL GAS — OTHERWISE NOTED. Q v A Q AUTOMATIC VALVE STATION OB-- BELL-UP DRAIN OR FUNNEL /� W o RECEPTOR Wl TRAP ��/ DIAL TYPE THERMOMETER 13. ALL HOSE FAUCETS, WALL HYDRANTS, AND OTHER OUTLETS ON NONPOTABLE WATER >-a E. PIPING BELOW FLOOR OR GRADE —PG— PROPANE GAS BASKET STRAINER L- © LINES WHICH COULD BE USED FOR DRINKING OR DOMESTIC USE SHALL BE POSTED AS 0 0 PIPE TURNING UP HVAC/ODOR CONTROL FCOO,_ CLEANOUT (FLOOR) (- -A DRAFT GAUGE REQUIRED BY THE APPLICABLE CODES. IN ABSENCE OF A CODE REQUIREMENT, THE OZS C0 U �' COMBINATION PUMP DISCHARGE CO OUTLETS SHALL BE POSTED WITH A TAG IN THE SHAPE OF A 4' EQUILATERAL Y 3 .0 0_ —CUR— CHILLED WATER RETURN VALVE ELECTRIC OPERATOR (EXPLOSION CLEANOUT (PIPE) ©E TRIANGLE BEARING THE LEGEND 'DANGER: UNSAFE WATER' IN LETTERS NOT LESS m A 6 C PIPE TURNING GOWN PROOF) THAN 112` IN HEIGHT. THIS TAG SHALL BE SECURELY ATTACHED IN A VISIBLE V m ,E WATER -----CV/S----- CHILLED WATER SUPPLY 4-' + FLEXIBLE CONNECTION :g BLENDING VALVE LOCATION DIRECTLY ABOVE OUTLET. THE TAG SHALL BE PAINTED ORANGE AND THE Q.E a° 1.3 �M ELECTRIC OPERATOR (MODULATING) LETTERS BLACK. .1= 0 —NPW— COLD WATER (NONPOTABLE) C CONDENSATE DRAIN pp FLOW CONTROL VALVE 4 DOWNSPOUT NOZZLE OA SHOWER © ELECTRIC OPERATOR (2 POSITION) 14. DUCTWORK SHALL BE FABRICATED, REINFORCED, SUPPORTED AND SEALED FOR m m u CW— COLD WATER (POTABLE) —CDWR CONDENSER WATER RETURN FLOW SENSOR METER (36-€ EMERGENCY SHOWER/EYEWASH OPERATING PRESSURES INDICATED IN THE SCHEDULES FOR THE EQUIPMENT IT R —DE— DEIONIZED WATER —COWS— CONDENSER WATER SUPPLY --7HF HOSE FAUCET ® FLOOR DRAIN IEYS 7 WI NUMBER VENTILATION SWITCH SERVES.INCH1. DUCTWORK SHALL HAVE A MINIMUM SMACNA PRESSURE CLASSIFICATION m CP DW— DISTILLED WATER ------FA FOUL AIR —OhHF HOSE FAUCET WI VACUUM BREAKER ® FLOOR SINK © FLOW SWITCH 15, DUCT SIZES INDICATED ARE CLEAR DIMENSIONS INSIDE THE DUCT OR DUCT LINING. SHEET METAL SIZES ARE LARGER FOR INTERNALLY LINED DUCTWORK. F FIRE PROTECTION WATER —H/PR HEATING WATER RETURN -9.Q HOSE VALVE W/ HOSE NIPPLE HOSE RACK 4' GAUGE ACTIVATOR/ISOLATOR 16. DUCT CONNECTIONS TO EQUIPMENT, PIPING SIZES TO EQUIPMENT, AND EQUIPMENT —HNC— HOT WATER CIRCULATING (POTABLE) —WS— HEATING WATER SUPPLY 4 AIR VENT 1---11. HOSE REEL N HUMIDISTAT WI NUMBER SUPPORTS SHALL BE VERIFIED AND ADJUSTED TO MATCH ACTUAL EQUIPMENT —L O7 FURNISHED. CO CO F� -NPHW— HOT WATER (NONPOTABLE) —LPC— LOW PRESSURE CONDENSATE !PAS] PRESSURE REDUCING STATION (-;(}— P-TARP © INSTRUMENT TEST OPENING IT ALL RELIEF VALVES SHALL BE PIPED TO FLOOR OR BELL-UP DRAINS. Q —HE-----. HOT WATER (POTABLE) —LPS— LOW PRESSURE STEAM (<l5 PSIG) r-0A PRESSURE RELIEF VALVE SPLASHBLOCK LEVEL SWITCH Z ", YYY L - 0 18. THE LOCATION OF PIPING AND VALVES TO THE AIR HANDLING EQUIPMENT SHALL NOT Q INTERFERE WITH FILTER REMOVAL OR AIR HANDLING EQUIPMENT SERVICING. PEW)— PLANT EFFLUENT WATER R REFRIGERANT PRESSURE/TEMPERATURE RELIEF NA WATER HAMMER ARRESTOR W/ (-41 PRESSURE DIFFERENTIAL SWITCH Z C sj CC VALVE V POI SIZE DESIGNATION WI NUMBER 19. CONTROL DAMPER SIZES SHALL MATCH DIMENSIONS OF ASSOCIATED LOUVER UNLESS CC Q O 2 W —SEW— SERVICE WATER SR SCRUBBER RECIRCULATION OTHERWISE INDICATED. ti VALVES p'I� QUICK COUPLING HVAC ) PRESSURE GAUGE W/ SHUTOFF L. = W -SW— SOFTENED WATER 6 °+ VALVE 20. SEISMIC RESTRAINTS/BRACING SHALL BE PROVIDED FOR ALL EQUIPMENT, DUCTWORK, (7 ANGLE VALVE T ROTAMETER DIFFUSER FOR FLEXIBLE DUCT PIPING AND ACCESSORIES IN ACCORDANCE WITH THE LATEST SMACNA SEISMIC Co Q TW— TEMPERED OR BLENDED WATER Mal ® PRESSURE SWITCH RESTRAINT MANUAL AND LOCAL BUILDING CODES. CONTRACTOR SHALL BE CC I"-- Cl.. Z BACKFLOW PREVENTER WlSTRAINfR 0 SIGHT FLOW INDICATOR RESPONSIBLE FOR ALL SEISMIC SUPPORTS AND ADDITIONAL/MISCELLANEOUS STEEL 1 W CO U Q -TNPW— TEMPERED NONPOTABLE WATER, (2" & SMALLER) DUCTWORK DIMENSIONS, THE FIRST . SMOKE DETECTOR V/,1 NUMBER REQUIRED FOR PROPER INSTALLATION OF SUPPORTS. SUPPORTS AND SEISMIC Z WASTE SUCTION DIFFUSER (SCHEMATIC) DIMENSION IS THE SIDE SEEN OR ®1 RESTRAINTS DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A O (7 - BACKFLOW PREVENTER LICENSED ENGINEER. CAW— CLEAR WATER WASTE 130'x20"(L) SIDE THE LEADER LINE TOUCHES. © SOLENOID OPERATOR Z O TP TRAP PRIMER SEE GENERAL MECHANICAL NOTES. n Q ti P1J BACKWATER VALVE STEM TYPE THERMOMETER 21. INSULATION SHALL BE PROVIDED FOR EQUIPMENT, PIPING, AND DUCT SYSTEMS AS W --1 D INDIRECT DRAIN —OFWH WALL HYDRANT W/ VACUUM BREAKER INDICATED IN THE SPECIFICATIONS. f^S U Q 0 BALL VALVE METER FLEXIBLE CONNECTION ® TEMPERATURE SENSOR 22. PROCESS AND AREA CODES ARE DEFINED ON DRAWING 73. "J W Fy SAN— SANITARY DRAIN —1�V BUTTERFLY VALVE S OT 1 THERMOSTAT WITH NUMBER O ti ti Q cc —ST— STORM DRAIN WYE STRAINER FLEXIBLE DUCTWORK Z U m -�'�F— CHECK VALVE \— V VACUUM GAUGE WI SHUTOFF VALVE W �S O —PD— SUMP PUMP DISCHARGE I WYE STRAINER W/ BLOWOFF Y CO D.* GATE VALVE INCLINED RISE (UP) OR DROP W V VENT VACUUM BREAKER r I-X+X 1 (ON) IN RESPECT TO DIRECTION Q p SPECIAL Cd GLOBE VALVE PLUMBING (SCHEMATIC) OF AIRFLOW AIR INLET AND OUTLET IDENTIFICATION J UI ) SIZE-LENGTH BY WIDTH (INCHES) UJ —ACET— ACETYLENE IGI PLUG VALVE 4 AIR-GAP FITTING CD CD NEGATIVE PRESSURE DUCT FLEXIBLE DUCT DIAMETER J AR----- ARGON PRESSURE REDUCING VALVE Y BELL-UP DRAIN OR FUNNEL l (INCHES, IF USED) RECEPTOR -A COMPRESSED AIR -- -- THREE WAY VALVE q ® POSITIVE PRESSURE DUCT 24'x10"-10' --HE - HELIUM PIPE FITTINGS FLOOR CLEANOUT SR-1-780 DESIGNED: JPC,JAL T DETAILED: JPC,JAL II BLIND FLANGE ? FLOOR DRAIN ,7_75.4.77-+ REGISTER, GRILLE OR DIFFUSER T L CFM THRU DEVICE DETAILED AMc H HYDROGEN I APPROVED: JEP _ —ME METHANE ] CAP FLOOR DRAIN WI FUNNEL DEVICE DESIGNATION DATE: FEBRUARY 2071 D REDUCER FIRE PROTECTION ROUND OR FLEXIBLE DUCT TAKEOFF DEVICE GROUP: 0 1;2 7 - N NITROGEN 4 ALARM CHECK VALVE - WET SYSTEM R-REGISTER, G-GRILLE, i!G !EiJ SLEEVE ® j ROUND TO SQUARE TRANSITION D-DIFFUSER IF THIS BAR ODES NOT -NO NITROUS OXIDE -1-TP • DRY PIPE VALVE MEASURE 1' THEN DRAWING IS TEST PLUG ^ DEVICE TYPE: NOT TO FULL SCALE OX— OXYGEN FIRE DEPARTMENT CONNECTION L-b_I TURNING VANES S-SUPPLY, E-EXHAUST, PROJECT NO. I -II UNION © - R-RETURN, 7-TRANSFER 175069 —VAC— VACUUM SUPERVISORY (TAMPER) SWITCH t -1.1 P-TRAP M1 'g \. , VENT THROUGH ROOF (VTR) CONFORMED TO BID DOCUMENTS 61$OF• 0 0 141 f r 1 lk 4 iV 1111 4'DIP TO CAV -30'x14' TEE 30'x24' TEE, TYP 6 - 30' SUCTION HEADER (DIP) 80'214' TEE 1 e T lr �?- ----�---jam--- sr f�----nr ---f�------ -1 - - JI._-J--* _r _w 8 i i IIII pl 11 II II 11 II II II II II III III I I Ijl + iii rii—�-•�I iIF---��i -IF —II+�- u- — liH- it :1---l Ji 4,�u_ illI _ II\} r 3 Iv- J:r ll}-. 1 ,_i__--- I�;f- 1 -�;f---- 1�J-. 1 .-Vi----- Imo- 1 --+;T---- 111 '. 1 .-Vf---- I-IJ-- '�I,i- l:l^ ---V� Ilv%-� rr \ 8 WV 1 Jr l / L 1. afv-o4 rr rr 1===1:7--�'{ BFV-10 '�=T'-- HFV-20 BFV•30 ° 8V-40 ��1 n ti`j c c4------.---- r=r --__ 4y_�=� = r~r ` 90'85Y/CTION —I lifek NOTE e 1r. r = 5°m .I'T, DISMANTLING © N• I TYP e : SI BYPASS I NOTE 6 DI Fr_ Eu, TYP 8 l 14' BYPASS (DIP) �„ ,y V a t $ i I L1' ... .,.-1L �_ �s �- Je L< J!J ) -i Jr4-_- ur=-4' 1r-= I---4. �-=-� r r O NOTES: I I I I I I I I I I I I I I I 111AS I%, 1. ALL PIPING SHALL BE RESTRAINED UNLESS NOTED � ._I I I I I I I I I I I I 1 I I I OTHERWISE. 2 riD•f I I I I I I I I I I I I I I I O W At I I I I I I I I I I 1 I I I I I I 2. NOTfD�C3 FOR PIPING CONT UNLESS OTHERWISE a s d "` °"° ,��. ••- ,.--. •• 3. PIPE SUPPORT BELOW DISCHARGE HEADER DETAIL C/S8, o '- I •,�: �.'. / _.��.,••. .— �a■-� — 1i:AP:dlL ! iUMP 111M lS• �-5:.,.1•∎ir40i!. 11 ■■7�•I∎to.#.t I.��► ' TYP 7, SEE DWG M3 FOR SUPPORT BELOW f/� ?o II O I I I PUMP MFR W/ I 8 -0. 4. ABOVE GRADE PIPE IS STEEL UNLESS NOTED OTHERWISE. 3'i PLINO FLANGE 5. FLOOR PIPE W/INSULATINO FLANGE, SEE DETAIL B/MD1. allk I (FUTURE PUMP I I " 8. BYPASSISURGE FLOW, NOT NORMAL OPERATION.T. 7. SEE DWG M5 FOR CONCRETE h PUMP �� N0.13 LOCATE) I VERTICAL 5 I I B. SEE DWG 19 AND 110MBFOR INSTRUMENT INSTALLATION g ® �t (TYP BOTH DETAILS. BYPASS I _I=_- N0. 1 _I- NO. 2 _I- NO. 3 - _1 NO. 4 - _ - I G. PROCESS CODE AND AREA CODE HAVE BEEN LEFT OFF THE PIPES) - TAG NUMBERS. PROCESS CODE IS °FNW' AND AREA CODE Q 14'x10' �' ®' rol ,m9n, ,� IS 'ST' UNLESS OTHERWISE NOTED. W c .p REDUCING ELBOW 74'x10° 10. PRESSURE INSTRUMENTS ON INDIVIDUAL PUMP , G!•� ED BOW BABOVE STLAB `ter \,r� \'� �/ `,y� REDUCING ELBOW DISCHARGES NOT TAGGED FOfl CLARITY. SfE OWG M3 FOR (GIP) BELOW, 10' TYPICAL LOCATION AND ELECTRICAL AND PID OWOS FOR Oj� U �� �;..�;� i? O MUM, 'I�°�� I ELBOW ABOVE SLAB . 17. PROVIDE VALVE BOX AT ALL BURIED BFV LOCATIONS PER 'Y" r 10' SURGE/ • ■ VALVE a •- .�. ._. PUMP NOTE 5 10' SURGE! CITY OF TIGARD DWG NO. 504, SEE DWG CD3. C.) a ro CONCRETE — AA �©\ �,I III ] In � �� I��I ®,, BYPASS VALVE 12. SEE DWG M3 FOR PUMP SCHEDULE. Q S D Nap ~� r 70' IAr ® •.■ �� �� :• :: it Q� 13.SEE OWG M7 FOR HVAC. ab (TYP _ ��. I��r immi imr imm1 CO m Y BOTH OISYANTLINB Cod 24'X14° TEE I�Ii IYI IYI IYI IYI ®,...,--,- O �.; 14.SEE DWG M5 FOR AL ROOM. WALL-MOUNTED FEATURES °f m OP JOINT n 3"-0" 14'PD6SCHAgGE FLOOR SINK IN THE MECHANICAL ROOM. SIDES) 2'-5' 1L 14•RE XDIICER \ B f, � p "�`D q ® �SEE DWG B OOV-81 W DISMANTLING Ne ��.7YC JOINT TYP 2 ::: 4 1 1 14' BFY-81) ,,, 24' DIP r■ u M o BLIND o 8 '••' 74"xT0' REDUCER laGIEUI- ` t'I� �C' /-(8FV-21)�C' ,-(BFV-37)�C�II ��� //�(` , 14' 8FV Jl■ ' �■ / \�/ _ Yr FLANGE //� li 1 NOTE a r_ _ — --- � —° --- � ;�' E 14' 8FV 07SC`HA _ , _--_ EA idol t ���iumik, �.I;m �"��.�im IJI l.1I�I �= 11I Iliad I I _ $. ,L PI 41D I E !'I, II 1211 II 1 Zili II II II►1121 II - � DISCHARGE 24' ELBOW SEE NOTE 3 N.645989.08 A ®' Q 24' DIP E-7623476.20 BFV-83 24" 24'X14' TEE 24'X14' TEE 24' ELBOW 7'-0' n .V DISMANTLING P1 AQ N 645935.4a Q O© TYP 2 .® JOINT, TYP I \ NOTE 6 E•7623505.99 *4 ill ® HEADER II r4 I- 04 o.0 't•14 C.V. .., WAaIr 'ANNA `MIn�i g .� *a.*iK4' - I - -- I — I'���►.'ti'�� 4a4M4.4�AV A�0:41 I.�•A 4.4m+itI I I:�7A:�� ' CO 3� NOTE 13 I. a 4 �(� ti CL ® — � Q� xz 0 y W a_a. U4 - , 0 I ICAL �� PS� W Q 4 ROOM I 4 (ROTE 14) g 0 i__ FLECTAICAL ROOM I A . Y m mEDED i 1[ $ ,e4' 4313101 .1c WATER QUALITY SUBPANEL, I I I ii 0 .4. SEE DWG 19 T ____I___ i �4 DESIGNED: TDS I V.Ci•i Ii4 �� ����� 10 M IMECII Saq V�AIACi I I�� e0 FEE i CHECKED: ROB i�i. d..'i�m m ��ilRiA��p��i „ �,,,I DATE: ED: JAM NOTE 13 DATE: FEBRUARY 2014 q +(2 1 PIPING PLAN IF THIS BAR DOES NOT 1/4° 7'-D' MEASURE 1• THEN DRAWING IS NOT To FULL SDALE . PROJECT NO. 175069 t M2 Q \., 62 TO BID DOCUMENTS 62 OF 141 r - - - t% 1 11 ^'::..._ I PUMP ACCESS! p • 1-. ,,,s"�..... SKY LIGHT i ,111 0 0�_ _� •9..'c.._ i i e.-( ' >.< % 14' PUMP `1 �i t R R DISCHARGE VERTICAL .:•�:•i` :... I \ I TURBINE PUMP �. �� d---f N0. 4 �a�:.... !i� 44 w X 14' PIPE SPOOL — ^..��- EL 151.2 43' MIN LENGTH WTOfi TOP AJAX EL C Fl �� 1N 8tF1i 14' PUMP i i'CONTROL VALVE gx ggS 14' BFY , REDUCER DISMANTLING JOINT a a ,°_ 19' MAX 24• DISCHARGE BFV .. .. O SURGE/ ..... �4�Ny • I HEADER = BYPASS VALVE i t /� III�III • .� PUMP BASE I+ �1 WIMMII 1 Eutaw V. CL EL 142.6 / 1\1, 1� 11IEEEf41M�ii0M� I 'Y02 CL EL 142.6 ,�'�, f�:i:;i�l� \\ ... bI ill II 'IP:a■2•11MI Ilia tt al 1111101 e:e:r 00 s� _� TIGARD DWG NO. 504, �� ® A- „ n4 ` I Bdi. I FF EL 140.0 SEE DWG CD3CI CITY OF F EL 140.0 _' _ II p.i . r �, '-' FLANGE CLIP �.. ;:-------- 6�r .I I FL. PIPE I I I I I r94,--;,s j PIPE SUPPORT, FLANGE PIPE I — SEE DWG M2 0 SUPPORT ' . T I I } , -' r (M 2) (TYP 2) --�---- - ---�7 4 CL EL 135.0 I chi CL EL 135.0 NOTE 4 MA HMC c . (TYP 2) ' • .Y'-,'. NOTE 2 ■ m C _ .2 Ark / 14'x10' RED Q,' �' ELBOW (TYP) IjJ c 24• DIP 24• eFV J - so• SUCTION NOTES: �• n 30' (MIN) PUMP BARREL, HEADER SIZE AS REDO BY PUMP MFR 1. SECTION IS TYPICAL OF BOTH SURGE! BYPASS VALVE LOCATIONS. C G U 1 AS REOD BY THE BUT 36' MAX DIA SELECTED PUMP MFR NOTES: } ° 2. CONC ENCASEMENT; SEE PLAN VIEW FOR DETAIL CALLOUT AND Y. ? -°4 ENCASEMENT, 1. ROUTE DRAINS FROM PUMP CONTROL VALVE AND ARV STRUCTURAL DRAWINGS. Lj. io 3 SEE DWG S8 •'•i TO 8• ABOVE FLOOR SINK ADJACENT TO PUMP CONTROL c j 8 a VALVE. DRAINS SHALL MATCH DISCHARGE! PORT SIZE AND 3. ROUTE DRAINS FROM SURGE I BYPASS VALVE TO 6• ABOVE g 0 SHALL BE SCHO 80 PVC. DRAIN LINES NOT SHOWN FOR CLARITY. ADJACENT FLOOR SINK. DRAINS SHALL MATCH DISCHARGE/ CO m PORT SIZE AND SHALL BE SCHO 80 PVC. DRAIN LINES NOT M) 2. SEE PLAN VIEW FOR TAG NUMBERS. SHOWN FOR CLARITY. m TYPICAL PUMP SECTION eil 114' = 1'•0' 3. PUMP COLUMN AND HYDRAULIC PERFORMANCE INLET BASKET NOT 4. SEE PLAN VIEW FOR TAG NUMBERS. SHOWN FOR CLARITY. SEE DETAIL F, DWG MD2 FOR HYDRAULIC PERFORMANCE INLET BASKET. 4. HMC SHALL ALLOW VERTICAL DEFLECTION: ONLY (2) TIE RODS ON HORIZONTAL CENTERLINE OF PIPE. BYPASS/SURGE LINE SECTION ill 114" = 1.-0' 0 CC �e\e, PUMP SCHEDULE - PZ 470 ~COQ o _ /-3 114' TAG NO. TYPE SERVICE FLT TOM (FT) �T� I CC ti IIIIII II I I RATE (GPM) SIZE (HP) Z U U -.- I FNW-6I-VTP-10 VERTICAL FINISHED PRIMARY O Z2d�LLJ FNW-5I-VTP-30 DTFV OV WATER 2,660 SECONDARY 250 ,,V Q T C7 r W FN 51-VTP•40 a.Q. U II SUPPLIED BY PUMP I 4,300 125 Cl) a 24' DIP INLET MANUFACTURER ai O.0 STEEL 3 114• I PUMP SCHEDULE PZ 410 Y CZ m PUMP BARREL II FLOW MOTOR TAG NO. TYPE SERVICE TON (FT) A A RATE (GPM) SIZE (HP) PUMP COLUMN NOT SHOWN ' O FNW-5I-VTP.80 VERTICAL FINISHED PRIWVIV FOR CLARITY I-° w DIFFUSION WATER 3,130 I 180 J elm b VANE SECONDARY 200 III 1 4,170 100 1 3 114' BOTTOM OF BARREL NOTCH CUT TO FIT, TYP 2 - DESIDNED: TOS ___ *EXACT DIMENSION DEPENDANT ON FIT TO PIPE INSIDE DIAMETER DETAILED: YEE CHECKED: NCB _ SECTION A-A SECTIONAL PLAN VIEW AT EL 135.0 ENLARGED GENERAL NOTES: APPROVED` JAM DATE: FEBRUARY 2014 VANE DETAILS 1. ALL PIPING SHALL BE RESTRAINED. 0 112 NOTE: VANE MATERIAL, THICKNESS AND ATTACHMENT BY PUMP 2. SEE DWG 19 AND 110 FOR INSTRUMENT IF THIS BAR DOES NOT MANUFACTURER. VANE MIN 1/4' THICK. VANE COATING SHALL MATCH PUMP INSTALLATION DETAILS. MEASURE t' THEN DRAWING IS BARREL LINING. NOT TO FULL SCALE PROJECT NO. 175069 HYDRAULIC PERFORMANCE FLOW VANE O M3 t NO SCALE CONFORMED TO BID DOCUMENTS sSHEET J r k • • a yty$ 13'-10' 1 t t „ g i 5'-2' 3,-e' t,_ _ Alikt� % h o ';' �" I 1 _ PIPE SUPPORT f BELOW, TYP 2 CAST-IN-PLACE METER VAULT f f a a gg ' ��. .• I . I . • SEE NOTE 1 • %f EL 139.2 $ 5 r.f1-': 7 1 y N • • '� + •' • t R e ___ __ _____ 71 .. r ' NEW GRADE, : ; I♦ F `-- / \ '1 /'"\ T" •1 / •-� NOTE 8, TYP 4 . �' L• tl •+' EL 138.0* CADGER I \ I I �\\��.�\�\ p q✓✓i/• w) EXTENSION \ / / �\�\\\\\ . . O ii✓i�i ^ MEETING OSHA I \ / r / \ /� (FNW-52-FE-01) %G4//// L• d \OQOO. REQUIREMENTS t _ a • I \\ // \\ // ♦\ // , r t >LI I \ / \ / \ / 12'•0' x 4'-0' CLEAR \ / \ / \ / . OPENING ACCESS DOORS I \x/ I \x, "..4/ \ . •.,' Y• 'o HATCH OPENING ABOVE, // \\ / \\ 24' FLOW \\ >} m SEE NOTE 1, TYP I HINGE S1D (M)V I /�' T \ \�� f \\\ METER, TYP 2,. 4-1,,. r,°r• SEE NOTE 5 +' /// 1 I \\\ - /, I cy a-` °7( iri• dirk SUMP • \ i \\ // < �' ■. ::::,_ i \ �24' DISMANTLING. TYP Nir PUMP ' ____ va __ JOINT, TYP 2 . ••, pa • FIN-5I-SUP•01 _ PIPE SUPPORT +�• _ •1�,•. - = c•, FNW-5I-LSN•OYS r 1 i. ? r I l BELOW, TYP 2 1 s,� ^ -' - J-� a`t c L J L i.J Q= 'F 1 LV c A Ifl'.r. + .! . • • .' .. .. � ' ( - - _ - _ _ CL EL 132.5 >7 E• I 3 t°• co— - �FLOA7, SEE DWG 770 _E-upper--_- c N FOR INSTALLATION DETAIL T _ ,t E !i--_ �FNW-57-LSH-71) a PIPE SUPPORT m m U • I I 111117(NOTE 7) m P' SUMP / m PUMP DISCHARGE � +� '. .�- f �� . �' N OP OTE 3 "1111 1.CAST-IN-PLACE VAULT f •I• I I �I - I/ \� - I \ SEE NOTE 1 PI 470 — PZ 410 f/�= 1 24' DISCHARGE 24' DISCHARGE— a SUMP BEYOND FLANGE PIPE D (SEE NOTE 3, TYP) `1 v I I (NOTE 6) S8 O PLAN EL 137 CZ 4 O 3e4' . 1'-0' H F.1 SECTION O F' Cz J ti ti 3,4' . 1'-0' I W(/) ti J QQ� 0 —Q �c> NOTES: W 4 4 w?w 1. FOR FLOOR EL, ACCESS HATCH, LADDER AND CC Q STRUCTURAL INFORMATION SEE DWG S11. O I a 2. ALL JOINTS SHALL BE RESTRAINED. I----3. FOR CONTINUATION OF PIPING SEE 0110 C3. 4. ROUTE 2' SCHD 80 PVC FROM ACCESS HATCH DRAIN Q Z COUPLINGS. SLOPE TO DRAIN AT FLOOR ADJACENT TO U S.0 WEST SIDE OF SUMP. Y CO 5. SUMP PUMP SHALL BE ZOELLER PUMP CO MODEL 53, 115V PLUG-IN WI INTEGRAL FLOAT CONTROL. J B. ISOLATE BETWEEN PIPE SUPPORT AND FLANGE: PROVIDE COATED BOLTS, SLEEVES AND WASHERS PER DETAIL E, DWG MD2; PROVIDE 118' NEOPRENE BETWEEN SUPPORT AND DIP FLANGE. 7. PROVIDE 1/8' NEOPRENE LAYER BETWEEN PIPE AND ALL PARTS OF SUPPORT. 8. PROVIDE INSULATING FLANGE SET AT FLOW METER, SEE DETAIL E, DWG MD2. GROUNDING RING OF FLOW - METER SHALL BE AGAINST FLOW METER. DESIGNED: 10$ DETAILED.. PEE CHECKED: RCM • APPROVED: JAM DATE: DECEMBER 2013 0 1/2 1 IF THIS BAR DOES NOr MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 t M4 6 ` CONFORMED TO BID DOCUMENTS 64 of 141 • r j t. l 5 s g IL . i 0 0 Q 0 Q 0 ts :_ I 1 I I I I I I -1 I I I I I IJ• „ t 1 I I I I I I 1 I I I I lid S I I I I I I I 1 1 1 I i• 1 I I I I I I I 1 1 I I y ai Itt.41-1►././.►t•ice.■21•It lt:..+��,1•-.-W_►-4-"-♦`/. PIVA�••∎•:•∎/∎/�-7 �.•.•∎•∎/∎•∎/∎•∎; i.-∎•∎•∎∎••∎••:O.-.��7.�--/+/.f-♦•1O;!7r�=r.*:/:•�"i■x/1/1•:*; t&I�•I�1∎•i•4 / . , f�$g��+■ ►� 3' VTA I, , , , \EL 140.00\ , , 1 I �, v ,R `p' S ►• PUMP ROOM i1 OP / HF ( ) ror i € 1I • TYP �' ►�y�� 3M' iifi.......— W�1 1��1 //�W�1 iiii1 �W..� "�j W • f Nor .1 nr ■r M.r rr \� wr t _ Y i,o i rr i:rr nrr ��� �i •f d3 HOSE RACK (TYP) 11 3' FS-1 " rwww. :ww •r. _ �1 �\P aW.�,��r�o, n 4' FC0-1 k �\ ■■ 1■ III III ■! 1•� �1 W �'`� ¢_' gc n �•l i1 :: :: :: v fit ,• II,• _ _ ,% Ili rr ow 3' FS-1 rr •rr a .° ,", • INV EL J \` 4' FCO-1 \` 1\t 1 ,9.,,. ,.: x 1‘ TYP • 138.33 ' /■ • • !� I1 ■� 1 _2 •t. r' I`. I' FCO-1 '•• 0 E- _: I J ,;_ IF `III,. ,,NI III . ell ► .,!iihl. I 1 ih k f ■h I k II �� I. 0 1� �I .1 • a "p- "„-ro'- �WM . �� l�� l�� !'; 1�k !I I� ij�j i�� �1� Q� 1 �I1 ill��li B II�Hj P'• >o EL �„■� ■ i ■ ..Ii+■- — mu ii/■I► MECHANICAL Y 3 u MY�Y�,�.� L pm ■_ �', ©! IIIU.:e:e::e . 'ANN_ Ag• i T03 on ..■■■■■■.■■■■■•■■•■■■•■■■I r ur- � 1 rte .4 ��� PSLL, SEE OB,r I8•t. 4 � 112' �t ._ • �' 1'�• 1 112' 1 712" CW, ►• C 1 1• FOR CON; ►j !f" I TOPfEL 1139.82 _– E ONti C3 2. ►•1 l ,t I repplo--- ' „•"�,•, INSTALL SV 7'-0' AFF, Q• INSTALL PRESSURE ►♦ OA t a GAUSE 3'-0' AFF (TYP)►• ELECTRICAL ROOM �� 1,44' rQRR J KM I!' j 102 •� I A �• I' DRAINS, FROM SAMPLE V ti O Z • —•' i1 4' VTR ~1 =� 1-1 ■ ANALYZERS, •DISCHARGE �� ------ ------- •- ',V I ,v1''�4 4° FCO 1 W/2' AIRGLAP ABOVE FR r I ► --v — ' �• I• \EL 140.00\ ,-� ARALYIERS, SEE DWG I9 O Z 4 • i'I ��� 3 , a INE�r�—� 0 ►. �- ►.'•••I 1-•0•••. •O••O•b••❖:•• •••••••••:••••��07•;•O .�►.i1 .[CO:•:/:. �Z I .:►. . . ./:...a. a:.�/ . �I _I 3' 1 4' , ' O S a S _ INSTALL SE INSTALL SV I 8'-0' AFF (TYP) I 1 717.25 8'•0' AFF W 4• CO Q Z 4' FCO-2 V (GRADE CLEAN OUT) Y z 1 e ..::c $m 4' SAN, FOR • ,4' - CONT SEE DWG C3 • DESIGNED: JPC DETAILED: JPO FLOOR PLAN GENERAL NOTES: APP APPRROVOVEE D: JEP EP 1/4" = 7.-0' 1. TOP OF FLOOR DRAINS AND FLOOR SINKS ELEVATIONS ARE 139.83 DATE: FEBRUARY 2014 UNLESS OTHERWISE NOTED. O 1;2 1 IF THIS BAR DOES NOT MEASURE I" THEN DRAPING IS NOT TD PULL SCALE " PROJECT NO. 175069 a M5 i'i N.., •• CONFORMED TO BID DOCUMENTS sSHEET ar l 1'-8" SO x B" DEEP CONC PAD-----.. r n FLOOR DRAIN, SET TOP OF FLOOR N4 EW-� 1 AS SPECIFIED- INDICATED AT ELEVATION �7 IRAIN AT ON PLANS EXTENSION SPLIT FINISHED PIPE HANGER pi ' PIPE CLAMP g CLEANOUT, FLOOR-. FLANGE p AS SPECIFIED SLOPE FLOOR AS ON[.1- I d CONCRETE QR PLAN CHAMFER FINISHED CLEANOUT, AS INDICATED ON PLANS Ir i FLOOR \ SPECIFIED c WALL FASTENER I3 I I i ASPHALT PAVING FINISH GRADE \ (TYP) y q 1 1 CONCRETE PAD -"�_';\�\I.\\'/O/O/\/\� S11g$TITUTE SINGLE OR COLUMN 3 �6 a :i r/�/✓I W W M4 EW Uj�//\//�/�//\/✓ " T o ! st R i - \ \\,/\\ �f.T AND SNORT SWEEP BEND � CLEANOUT AND 27' DIA CHLORINATED FLASHING CLAMP DROP-EAR 90 DEG Q FAUCET pp�S DO NOT E �, PLUG FOR EIGHTH BENDS PLUG POLYETHYLENE WATER ELBOW ' 8 CLEANOUT BODY WITH INVERT ` CONTAINMENT MEMBRANE 8 TO HOUSING--' ELEVATION LESS DRAIN PIPE FLASHING WHERE SLAB Q IMI THAN 2'-0" BELOW IS NOT ON GRADE ■ ''� i B 'g $ DRAIN PIPE FINISHED FLOOR ■I� - 1 DEEP-SEAL "P" TRAP 4 - I I'f I-} Q NOTES: c '4' a g 1. PROVIDE VACUUM BREAKER ON HOSE FAUCETS WHEAf INDICATED y_j ON THE PLANS. SECTION 2. SEE PLANS AND SPECIFICATIONS FOR PIPE DIAMETERS. GRADE CLEANOUTIM FLOOR CLEANOUT - NEW FLOORrIT FLOOR DRAIN/SINK - NEW FLOOR 17- HOSE FAUCET PIPE MOUNTING 1 \ " 1 R NO SCALE NO SCALE NO SCALE NO SCALE 1 ALASONRY OR f CONCRETE WALL THERMOMETER WALL 3/4" EXPANSION ANCHOR O \ 1 lee(12" (OR COLUMN WIDTH) STRUCTURE TI (CONCRETE WALL)(TYP) ! ti y In VACUUM RELIEF W sj 1 112" DIA BENT 80L7 c VALVE d Moat W 1!4'x1 1/2" H ABOVE MASONRY WALL (TYP) - _ - �t�m ,�•' '1%1 SS SAN (TYP) 7/2' ROD OW 3/4' f / !-h w 10 GAUGE SS +' �, , 'r//i ��"P' X m I I WITH ALL EL 3'-0" AFF TURN • DRAIN PAN HEAT TRAP I_A EDGES GROUND ^r WATER BUCKLE C• / g PRESSURf/TEMPERA7LKiE Ao I �� SMOOTH ''OI• HIGH PRESSURE HEATER DRAIN PAN 1[ATER € RELIEF VALVE .� 4' RADIUS —I HOSE RACK 1/4" STEEL (TYP) ' 3/8' ES BENT BOLT �I PLATE WELD HEATER 2"%2"x1/4" V 3/8" SS BENT IN MASONRY 4 TO FRAME -BED AISLE 314" 1/2" C BOLT IN 3!8' SS ANCHOR BOLT SHELF EL C•.,`— IRON MAW ®r CCP MASONRY (TYP) IN CONCRETE, 318" Ii_ � 147.00 r -I 1/2' ROD Wl UNION (T ) w`DRAIN VALVE ELECTRIC O BOLT, NUT AND LOCK 2'%2'x1/1' LOCKING NUT WATER -4 TERMINATE RELIEF VALVE �� U '3116 (TYP) WASHER FOR COLUMN ANGLE IRON 3/4" DRAIN WATER NEATER �� MOUNTING �I 3/4" DRAIN PIPE WATER HEAT - HEATER DISCHARGE W17N AIR 6AP 2' PIPE TO SUPPORT O WALL OR COLUMN CONCRETE FILLED DIA+ 4" SUITABLE ABOVE FUNNEL RECEPTOR 3 0 t v CELL (TYP) LOCATION �_� TO MOP SINK FAUCET C, a m E FRONT SECTION 1/2" ELEVATION PLAN '' >2 WALL OR COLUMN MOUNTED HOSE RACK/ 7 1 WATER HEATER SUPPORT/'7' WATER HEATER PIPING SCHEMATIC 02,2 NO SCALE NO SCALE NC SCALE Rib. a7 m PLUMBING PIPING ACCESSORIES SCHEDULE PLUMBING FIXTURE SCHEDULE WATER SANITARY 0 LABEL DESCRIPTION MANUFACTURER//UOEL ' REMARKS . LABEL DESCRIPTION AMM/FACIURER/ MODEL NOT COLD WASTE VENT REMARKS CIC FD-1 MEDIUM DUTY CAST IRON FLOOR DRAIN,ADJUSTABLE TOP, LOOSE SET CAST IRON ORATE. SMITH 2310 SERIES Q CD FCO-1 HEAVY DUTY FLOOR CLEANOUT, SECURED ROUND ADJUSTABLE NICKEL BRONZE TOP. SMITH 4111 SERIES 1 SERVICE SINK, 24"x20', WALL MOUNTED, GAST IRON, SINGLE BOWL., SINK: AMERICAN STANDARD 7625.000 AKRON 1/2" 112' 3" 1 1/2" Z J BLANK BACK, WALL MOUNTED FAUCET FOR EXPOSED OVERHEAD SUPPLIES. FAUCET: CHIC400 FAUCETS 835 I _ m H FOO-2 HEAVY DUTY FLOOR CLEANOUT WITH TRACTOR[OVER. SMITH 4239 SERIES - _ I� Co Q FS-1 CAST IRON FLOOR SINK, 8' DIAMETER TOP, 314 ORATE, DOME BOTTOM STRAINER. SMITH 3040 SERIES REMARKS: I- LL AEMI/MS: I Z CO I3- CI CI LLl a_a. U") ti PLUMBING EQUIPMENT SCHEDULE �Q 2 -- °�ti 2O U Yam � Q UNIT NUMBER DESCRIPTION MANUFACTURER/ MODEL , REMARKS EMI-101 ELECTRIC WATER HEATER, COMMERCLAL GRADE, 10 GALLONS STORAGE, 12 OPH RECOVERY AT 100 F RISE, 3 KW, 480 STATE SSE-10 SERIES VOLT, 9 PHASE, 60 HZ. REMARKS: DESIGNED: JPC DETAILED: JPC CHECKED: RAC APPROVED: JEP DATE: FEBRUARY 2014 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT N0. 175069 a M6 hi. CONFORMED TO BID DOCUMENTS SHEET 40 66 OF 141 p 1• " " 1!N 18'x24' WALL SLEEVE PANEL ON BOTH 0 0 Q o Q ~ � � INTERIOR AND EXTERIOR SURFACES OF WA11; q \ SEE DETAIL E ELEVATION A, DWG MD3; i i CUT AND REMOVE . SEE DWG 55 FOR EXACT HORIZONTAL LOCATION 8 CONCRETE BLOCK AS I I I a I I I 7°S REQUIRED TO INSTALL REFRIGERANT PIPING (TYP) I _ REFRIGERANT PIPING v iii iii CONCRETE BLOCK "-w�' ,-m ~ kp Sylr iy BEHIND BRICK FACE I I ....I t1 I I I I i I?i 11 '� Q [(BRICK NOT SHOW) . �,LL �����_��� I.-- •s r--T- - --T -I •�I I �Slsr --"-- r — � -�� ih'•'f"T' I I I, r t �4 I I I ' I I 1 I I I I i4 E,i t M.- 000 I .4 . I I I I I II 1 I j t 1 I I N v m R EQUIPMENT PAD L_ 000 I r I4 I I I I 1 I;, ! I I I I I 1 1.4 1 $ .� (SEE STRUCTURAL °00 I I -I ,,E , _ - _ __-__..___ �4 0 LL $ 8 DRAWINGS _ .,o O TOP OF _ 1�:� Ir_I.,•'**It��.�••ir.�� ..r7��.1J.r1� _•I�•■.•••■•••Y �•-• .dri..rr.�.1.�...•.R� II.�._. - N 11111111 FIRST till :O Li,' ( , �' ' 4 FOR DETAILS) L_ . ' COME CD-101 , m-102 i m-103 I CD-104 Co-108 I C0-100 g $ € ' R II•• ' - - : EUH-101 I 1 PUP ROOM I '_bi 12•eo r ssse7 I ', i i i gSECTION 0 ` _2.0 r rr .. ::-- - [-- a'_ a 0 DD-loe -- 8'x78' WALL SLEEVE PANEL ON BOTH (INLINE) �' I i, lit, PUMP ROOM � I .S •4 '� a �'Iii INTERIOR AND EXTERIOR SURFACES OF ' 48•x40 'r�rr R. ��. EXHAUST s: RR 1 y >- WALL; SEE DETAIL E ELEVATION B, DWG A33; ►4 (L2) IWI/ 1 in ABOVE ROOF �/ \ o SEE OW S5 FOR EXACT HORIZONTAL LOCATION I PLENUI -^. I .:- `) I Y If,¢ 2 a W --- OF ELECTRICA """ / 44 CUT AND REMOVE REFRIGERANT PIPING (TYP) ----".=n ►REFRIGERANT �Sr♦ Al ROOM (TYP) ?-i I I(AMU/ f s w'-y ti¢ g CONCRETE BLOCK AS �4 1 (-�I� (SEE SECTION '�'� ti"w w REQUIRED TO INSTALL CONCRETE BLOCK O PIPING (TYP) j-° ((IINLINEJ 166 J _ �� E y e Q w N - •r bop co co 1 7HlS ONO) w rr a w REFRIGERANT PIPING BEHIND BRICK FACE �:� A 1 • _ _ -T Dy _ " (BRICK NOT SHOWN) I .r II 'I!, 1 7 ` `a sir _ _ t II , y' ;( ,i,�� c _I ?:_ �d ff "' -• _. t - ---F .. - �. "- - '' mi=l IF - __!3' +..C�_� +. ------� -t F-- -T-- --T--T -T� ,T a. n ► p r- ,. i EQUIPMENT PAD L_ 44)... �-�-- y__- ` -4t-4 (SEE STRUCTURAL -�: f R R A A - CD-110 (INLINE) 4e•x30'(L2))4 °v DRAWINGS r- �.,� TOP OF y •A M f CD-108 m! ELBOW ON !4 = I FOR DETAILS) L_ III- - AF-----,�� . _ I - • TYP OF 3 TT COURSE �'�° ti Am TYP OF �` 11 e (INLIA� II„JI fO 10'x8' I ( 3) i4 V °' -- -1 - -- -- --1--J R 108 T � !{�- - `e-:scfe .i 0 O � 109. . ∎ _ 4 ,C I!.Tall) . . µr-'_^-.r ----' - �. - - --- _ - _-_ .-, -- - - , .. • •:::;i:,�m ---�-):: — - LIJ•8 m i2• 8'x18" WALL SLEEVE PANEL �..AEFRIBERANT I,i,:l 02 .= cr L- ^ - r _ T �A�i9 :� i �� n 0.0 1' 2 3' 4' 5' e' 7' PIPING (TYP) �1 4 .4 o SECTION M© ON BOTH INTERIOR AND EXTERIOR p 7 1/2 { TYP , 4 wco O U r 3)8'•1'-0' UH io3 (PC-103)—�-- 1;-. ELEVATION 8, DWG AD3, FOR - - 1 LB x8' ®� O Y u 3/8' = 7'-0• v WALL SURFACES, SEE DETAIL E �, 1._. 1 �) EUHc 04 ER-1-100 (ffii� U m CO! WALL SLEEVE PANEL DETAILS + + a 1 ■ I (TYP OF 2) FLEX CONN; °' I (fC-T02 �- -' _----- FC-105)-±-^ o� CONDENSATER . (TYP) > -101 1 'I.---66, 1 _i J+r• DRAIN ON �Ih •5 DCU-105 CK1 •• I i TO FR '"I 1 m c0.5 �• ---/ 1/2' 1e'x24'x24" Q7 CM U.16[Z! ___.- I I ELECTRICAL ROOM FC-10e I "FC-107- t LINED PLEN(NA CO OP III 1' 1 ' - r— �r - R MOUNT I - 11 1 C I¢ I I -- A '1;Mt. ! MECHANICAL ROOM csc lilt t J .14 . P _ -- TCP-101 I, I , • IR - L:' ,--(WH-101) 1�.1J ,: foe ( 11:64 II leg r _ ` r� fos.,. CONCRETE I:*S0ACAti wy:NA4 �y:��:A1:�.: _ _ _ _ s.c.TZ.�" 2JTZT1 1 PAD (TYP) ) 1•:✓_TIPM I 1_ $ - - _.a v I i�/ ��-_ii O 16'x24• WALL SLEEVE PANEL ON BOTH INTERIOR AND EXTERIOR WALL SURFACES, Z SEE DETAIL E ELEVATION A, DWG AO3, ,©, ____.�__r.__.W.___.. ..__..._______.__-. FOR WALL SLEEVE PANEL DETAILS I - I r I I v I^i-i FaDOR PLAN e' s 2' 0 5' o' 0/10• ■ 1'-0• _~ cC 3/18•■1'-0" CO _ I Q NOTES: 00 © 1 a 7. IN THE ELECTRICAL ROOM, CONTRACTOR SHALL INSTALL DRIP TRAYS UNDER - W v� U-1 Q HVAC EQUIPMENT, CONDENSATE DRAIN LINES, AND REFRIGERANT PIPING `vIv THAT IS INSTALLED ABOVE ANY ELECTRICAL EQUIPMENT TO INCLUDE Cl) LL MCC UNITS, SWITCHGEAR, PLC UNITS, PANELS, AND VARIABLE I I vJ CC%:C Z _. � PIT O FREQUENCY DRIVES. PN ) W REFRIGERANT 1 W O I I PIPING (TYP) -;; • 1 I Y m CONDENSATE DRAIN , -).', eT PIPING (TYPICAL) - -``J \,. -` 13773I441 1[ 1lap 21 PUMP ROOM esi II "' DUCT SIZE TO MATCH � - © FAN DISCHARGE OPENING SIZE 't� CONTROL DAMPERS CD•1O7 U(b-110 T1 BLOPI CO DE'NSATE • 1 II DUCT FANS DF-IDI THRU m I DESIGNED. DRAIN 114 PER FOOT - I 11 DETAILED: (TYP) COVER INLET fl 1 UVPCHED: WITH INLET © CONTROL DAMPERS APPROVED: 103 108 THAI/ 111 GLAND CD-101 THRU DATE 1 O W O ■ CD-106■ Oi I.■t,q'■ ^i :.1b/`�L IF THIS THE DOES NOT ' -- ELECTRICAL ROOM te .=,....=1,■■■■N 5 1 HVAC SEQUENCE OF OPERATION CONDENSING UNIT/HEAT PUMP SCHEDULE i COOLING HEATING POWER 0 1 /. GENERAL SYSTEM OPERATIONS. MINIMUM CAPACITY SUPPLY MINIMUM AR! MATCHED APPROX UNIT CAPACITY CAPACITY (NEAT PUMP] VOLTS/ CIRCUIT MINIMUM WITH INDOOR WEIGHT 1.1. TEMPERATURE CONTROL PANEL. TEMPERATURE CONTROL PANEL IDENTIFIED IN THE SEQUENCE OF OPERATION SHALL BE NUMBER LOCATION . (BTUN) _ STEPS (EITUH) PHASE AMPACITY EFFICIENCY UNIT (LRS) REMARKS kf , PROVIDED WITH THE INDICATING LIGHTS, RUNNING LIGHTS, ALARM LIGHTS, AUDIBLE ALARMS, TIMERS, AND SELECTOR DC1J.101 OUTDOOR NORTH END OF PUMP STATION 98600 1 -.. 20811 28 15.8 FC-101 MO 1, 9 ; • i SWITCHES FOR CONTROL AND STATUS INDICATION OF THE EQUIPMENT SERVED. RUNNING LIGHTS SHALL BE PROVIDED TO INDICATE BOTH ENERGIZED AND DE-ENERGIZED STATUS FOR THE EQUIPMENT AND SHALL POSITIVELY INDICATE EQUIPMENT DCU-102 OUTDOOR NORTH END OF PUMP STATION 98600 I 208/1 28 16.8 FC-101 280 1, 8 * 1 I II STATUS FROM THE MOTOR STARTER OR CURRENT SENSOR. SWITCH POSITION SHALL NOT BE USED FOR LIGHT ILLUMINATI . DCU-109 OUTDOOR NORTH END OF PUMP STATION 98600 I --. 208/1 28 15.8 FC-I01 260 1, 9 INDICATING AND RUNNING LIGHTS SHALL BE LOCATED DIRECTLY ABOVE EACH RESPECTIVE SELECTOR SWITCH WITH LIGHT COLORS AS FOLLOAS: 00U-104 OUTDOOR NORTH END OF PUMP STATION 38600 7 --- 20811 26 15.8 FC-101 260 1, 9 DCU-105 OUTDOOR NORTH END OF PUMP STATION 38000 I --. 20811 26 16.8 FC-101 280 1, 9 11 i RED -DE-ENERGIZED ' . DCU-106 OUTDOOR NORTH END OF PUMP STATION 38600 1 --- 20811 20 15.8 FC-101 260 1, 3 P 5 . t GREEN -ENERGIZED 0 • , 8 AMBER -ALARM DHP-101 OUTDOOR NORTH END OF PUMP STATION 38600 1 0700 20811 26 15.8 F1-101 260 2, 3 ; ! § WHITE -STATUS NOTE: . OUTDOOR COIL ENTERING AIR TEMPERATURE: COOLING - 95'F DESIGN/ 50.F MIN, HEATING - 47•F (hEAT PUMP) 1 INDICATING LIGHTS AND SELECTOR SWITCHES SHALL BE LOCATED ON THE FACE OF THE TEMPERATURE CONTROL PANEL SERVING I THE RESPECTIVE EQUIPMENT. IN ADDITION TO THE LIGHTS, TIMERS, AND SELECTOR SWITCHES DESCRIBED IN THE SEQUENCE REMARKS: OF OPERATION FOR THE INDIVIDUAL EQUIPMENT, EACH CONTROL PANEL SHALL BE PROVIDED WITH THE FOLLOWING: 1 - MANUFACTURER USED AS THE BASIS OF DESIGN IS MITSUBISHI ELECTRIC MODEL PUY•A42NNA4 CEILING•SUSPENDED AIR CONDITIONING SYSTEM. _ • -__ • • "....! - 2 - MANUFACTURER USED AS THE BASIS OF DESIGN IS MITSUBISHI ELECTRIC MODEL RUZ-FEO9NA-8 WALL-MOUNTED HEAT PUMP SYSTEM. 3 - COIL MID UNIT SURFACES SUBJECT TO CORROSION FROM A SEACOAST ATMOSPHERE SHALL BE GIVEN A SPECIAL COATING. • .1 -I 'CONTROL POWER ON STATUS LIGHT 'INDICATING LIGHT TEST' PUSHBUTTON IR111 t•-• "ALARM RESET" PUSHBUTTON (WHERE APPLICABLE) ••• •• ! • ! TEMPERATURE CONTROL PANELS SHALL COME WITH PHENOLIC NAMEPLATES FOR EACH CONTROL SWITCH INDICATING SWITCH TYPE, - ... 4, 110 EQUIPMENT CONTROLLED, ROOM OR AREA SERVED, AND SWITCH AUTOMATIC POSITION EQUIPMENT INTERLOCK. it it a FAN COIL SCHEDULE . I .4.• I CAPACITY MINIMUM POWER 4°4 i 1 2. HEATING SYSTEMS. EAT (STUN) CIRCUIT SUPPLY • ' V% ,?..t UNIT AIRFLOW ESP LAT MATCHED WITH AMPACITY VOLTS/ •m•4, A. III a- / 2.1. UNIT HEATERS. UNIT HEATERS SHALL BE CONTROLLED BY THEIR RESPECTIVE THENNOSTATS. MASER (GEM) (IN WC) (Fm) (F718) (FOB) SENSIBLE TOTAL OUTDOOR UNIT (MCA) LOCATION PHASE REMARKS Lcz ZOI !J .?, -6 0 FC-101 1025 0.25 85 03.5 50.2 08600 38600 DCLI101 2 ELECTRICAL ROOM 208/1 1 /.1",,>cO , 2.2. WALL HEATERS. WALL HEATERS SHALL BE CONTROLLED BY THEIR RESPECTIVE THERMOSTATS. F0-102 1020 0.25 85 00.5 00-- 50.2 38600 386 000.102 2 ELECTRICAL ROOM 20811 1 cc , - -,.1 ,-2'No 3" E x FC-103 1020 0.23 BE 83.5 50.2 28600 38600 OCU.103 2 ELECTRICAL ROOM 20811 1 3. VENTILATING/EXHAUST SYSTEMS. FC.104 1020 0.25 85 53.5 50.2 38600 38600 001-104 2 ELECTRICAL ROOM 20811 I FC-105 1025 0.25 85 63.5 50.2 38600 38600 DC1.1.105 2 ELECTRICAL ROOM 20811 1 X 3.1. 'ON-OFF" EQUIPMENT CONTROL. EQUIPMENT INDICATED FOR 'ON-OFF" CONTROL SHALL EACH BE CONTROLLED BY AN FC.106 1025 0.25 85 63.5 50.2 38600 36600 DCV-106 2 , ELECTRICAL ROOM 20811 1 INDIVIDUAL 'ON-OFF' FAN SELECTOR SWITCH. THE SWITCH LOCATION SMALL BE AS INDICATED BELOW. WHEN THE SWITCH IS I'''l 0 PLACED IN THE 'ON" POSITION, THE RESPECTIVE EQUIPMENT FAN SHALL BE ENERGIZED. BEFORE THE FAN CAN OPERATE, THE FC•107 380 0.25 88 83.7 70.1 10000 10700 DHP-101 1 ' MECHANICAL ROOM 20811 2 • .2 CONTROL DAMPER(S) SHALL BE PROVEN OPEN. WHEN THE EQUIPMENT FAN IS DE-ENERGIZED, THE CONTROL DAMPER(S) SHALL MOMS: -im ..- .- RETURN TO THE NORMAL POSITION. 1 - mANUFACTuRER USED AS THE BASIS OF DESIGN IS MITSUBISHI ELECTRIC*MEL PCA-A42KA4 CEILING SuSPENOE0 AIR CONDITIONING SYSTEM. W....... 0 0 2 •MANUFACTURER USED AS THE W'S OF DESIGN IS MITSUBISHI ELECTRIC MODEL MSZ-FE09MA-8 WILL IK1UNTED HEAT PUMP SYSTEM. •••'••0 EL EQUIPMENT SWITCH LOCATION CONTROL DAMPER(S) RAU ° 1.2i OF-105 NEAR DOOR CD-111 '50 3.3. "ON-OFF-AUTO" EQUIPMENT CONTROL. EQUIPMENT INDICATED FOR 'ON-OFF-AUTO" CONTROL SHALL EACH BE CONTROLLED . C.) cz„ 7,1 BY AN INDIVIDUAL 'ON-OFF-AUTO" FAN SELECTOR SWITCH. THE SWITCH LOCATION SHALL BE AS INDICATED BELOW. WHEN THE CZ.F.. >,_ SWITCH IS PLACED IN THE "AUTO' POSITION, THE FAN SHALL BE INTERLOCKED AND CONTROLLED BY THE FAN INTERLOCK. ■117- 0 WHEN THE SWITCH IS PLACED IN THE "ON" POSITION, THE FAN SHALL BE ENERGIZED. BEFORE A FAN CAN OPERATE, THE FAN SCHEDULE CONTROL DAMPER(S) SHALL BE PROVEN OPEN. WHEN THE FAN IS DE-ENERGIZED, THE CONTROL DAMPER(S) SHALL RETURN TO POWER MINIMUM 0 THE NORMALLY CLOSED POSITION UNLESS OTHERWISE INDICATED. SUPPLY WHEEL FILTER DATA APPROX . m 63 UNIT FAN AIRFLOW ESP MOTOR VOLTS/ DIA WHEEL THICKNESS VIBRATION WEIGHT EQUIPMENT SWITCH LOCATION FAN INTERLOCK CONTROL DAMPER(S) NUMBER LOCATION TYPE (CFM) (IN WC) HP PHASE (IN) TYPE , DRIVE TYPE (IN) ISOLATION (LBS) REMARKS 11111 DF-101 TCP-101 T-108 CD-101, 102, 103, 107 DF-101 PUMP ROOM OF 4600 1.25 3 48013 18 C BELT --- --- RUBBER MOUNT 400 1, 2 OF-102 TCP•101 7-101) CD-101, 102, 103, 108 • DF.103 TCP-101 7-110 CD-104, 105, 106, 100 DP-102 PUMP ROOM DF 4600 1.25 3 48013 18 C BELT --- --- RUBBER MOUNT 400 1, 2 - , DF-104 TCP-101 T-111 00-104, 105, 106, 110 OP-103 PUMP ROOM OF 4800 1.25 3 48013 18 C BELT --- --- RUBBER MOUNT 400 1, 2 OF-104 POMP ROOM OF 4600 1.25 3 480/3 18 C BELT --- --- RUBBER MOUNT 400 1, 2 - - , 4. AIR CONDITIONING SYSTEMS. MECHANICAL . OF-105 ROOM OF 200 0.5 0.083 12011 8 C DIRECT --- .__ SPRING HANGER 75 1 C:) 4.1. DUCTLESS SPLIT SYSTEMS. DUCTLESS SPLIT SYSTEMS SHALL BE CONTROLLED BY THEIR RESPECTIVE THERMOSTAT. FAN TYPE NOTES. CC OF- DUCT FAN EQUIPMENT THERMOSTAT (n CI--0 Z FC-101 7-101 WHEEL TYPE NOTES: 1--.1 1+4 0 FC-102 7-102 C - CENTRIFUGAL 1---I 1_._ (...)..4 1 FC-103 7-103 Is- CO Q --.-CO REMARKS: CC I--- Z LZ Ill FC-104 7-104 1 - CONSTRUCTION A) ALUMINUM FAN BLADES B) STEEL FAN BLADES I LU CO 14.1--J , CL ZD FC.105 T-105 2 - INLET GUARD Z FC.106 7-106 0 0 FC-107 7-107 ,...,C) Z ";LI-1--Z ....a.<( '-'L,,u) 5. THERMOSTAT SETPOINTS S <t C.)(21 HEATER SCHEDULE 5./ THERMOSTAT SETPOINTS SHALL BE AS INDICATED BELOW, UNLESS THE SETPOINT HAS BE DESCRIBED PREVIOUSLY IN THIS 11.1<:( OUTPUT POWER 0 L L-1-1 SEQUENCE OF OPERATIONS. AIR CAPACITY WATER WATER SUPPLY APPROX .-.-• 0 UNIT UNIT AIRFLOW PO FLOW PD MOTOR VOLTS) WEIGHT 1,, ....._"<(,,_,.. UJ ...44 S%.-) 01 HEATERS - 54 F NUMBER LOCATION TYPE ORIENTATION (CFM) (IN WC) (BTUN) NOV) (GFAI) , (FT) , HP PHASE (L8S) REIMP1115 03 VENTILATING EQUIPMENT - 80 F EUH-101 PUMP ROOM EUHHD HORIZONTAL 380 _ --- --- 4 --- --- 1130 480/3 50 1 MECHANICAL ROOM FAN COIL - 78 F COOLING / 72 F HEATING C`C EUH-102 PUMP ROOM EUHHD HORIZONTAL 380 --- --- 4 --- --- 1130 480/3 50 1 --J ELECTRICAL ROOM FAN COILS - 85 F EUH-10.3 ELECTRICAL ROOM EUHHD HORIZONTAL 380 , --- --- 4 --- _ ... , 1130 _ 48013 SO 1 EUH-104 ELECTRICAL ROOM EUHHD HORIZONTAL 380 --- --- 4 --- --- 1130 48013 50 1 M4-101 MECHANICAL ROOM WH HORIZONTAL 175 --- --- 3 --- --- , 1/70 20811 30 2 WI-102 MECHANICAL ROOM NH HORIZONTAL _ 175 _.... --- 3 --- _ --- _ 1170 _208/1 30 2 TYPE NOTES: EUH110 -HEAVY DUTY ELECTRIC UNIT HEATER DESIGNED, JAL, JEP __ WH- WALL HEATER DETAILED: JAL _ OGTKED: NC REMARKS: APPROVED; JEP 1 - MANUFACTURER USED AS THE BASIS OF DESIGN IS CHROMALOX MODEL HYN HORIZONTAL DISCHARGE FAN FORCED UNIT HEATER. 2 - MANUFACTURER USED AS THE BASIS OF DESIGN IS BRASCH MANUFACTURING MODEL 81014020 ARCHITECTURAL FORCED AIR WALL HEATER. DATE: 4481/88./2014 _ 0 1/2 1 , n IF THIS BAR DOES NOT MEASURE 1 THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 M8 E .-,-• CONFORMED TO BID DOCUMENTS SHEET .--:,,, \, 68 OF 141 i e. .• 8•-r (NOTE 1) 3�_8., �, I 1 ACCESS STAIRS 1 (PROVIDED BY ' EQUIP MFR), TYP—_ ENGINE-GENERATOR Q ENCLOSURE - I HANDRAIL Oil o I H,.e., 3 H i ..%"*NNIIIIIII*IIIIIIIIIIIIIIIIIt EXHAUST DISCHARGE — . n h— WITH RAIN CAP \\ �`\ : 2gS N . J o ' --SUB SUB-BASE FUEL SSytt� a STORAGE TANK FILL a § R I tt4RR • '�'— DISCHARGE PLENUM ' �0 2 mac, 4 AIR INTAKE PLENUM ° N rs/9 V ` t. VI UP a ..w .4 ■ �� n v • >` O . • . ' • • - - t ACCESS DOORS (TYP (•) a 4) OF 8)(NOTE 2) j c PLATFORM (PROVIDED BY CO 00 -w u EQUIP AM) PLAN • BIB' . 1' m EXHAUST DISCHARGE r WITH RAIN CAP I// ENGINE-GENERA TOR REMOVABLE I I REMOVABLE ACCESS T ' PANELS (TYP) Q (NOTE 2) CZ Z Mtiti F— =I' i Q Z�er,CC CD CL4 CC Q ti g • Yam HANDRAIL NOTES: ® -- m -, v I�` 7. DIMENSION AS REQUIRED BY THE ENGINE-GENERATOR SUPPLIER AND MIN 4' CLEARANCE BELOW ACCESS DOORS SEE _' M■, SPECIFICATIONS FOR MAXIMUM ALLOWABLE DIMENSIONS OF THE ENCLOSURE. -I` �■� 'III I`I` 2. REWIRED BY THE ENGINE-GENERATOR REMOVABLE MANUFACTURER.ELS AS DESIBHED: Toa PLATFORM a ,I\I` DETAILED: BOB (PROVIDED BY ANN EQUIP MFR) I�._ AP .144, i ACCESS STAIRS RATE: FEBRUARY 2014 •1 _ EL 141.6 0 112 1•<`````�/�//`/`//`\/•• • _• • .• • • .• • • . ' , . • '\//�//\�//�//\�//'/// MEASURE 1.B44 DOES NOT IS .41,4, NOT TO FULL SCALE SEE ONO 512 FOR ACCESS DOORS PROJECT NO. EQUIPMENT PAO (TYP)(NOTE 2) 175069 DETAIL SECTION 7 M9 318' - 1' CONFORMED TO BID DOCUMENTS SHEET 69 OF 141 J PIPE SIZE STEEL PIPE UNLESS 2-09 BARS REFERENCED 11411 OTHERWISE INDICATED 6 ON DABS INSULATIN F . GE © _ EXPOSED MALL BURIED I FLOOR SLAB MIN SET NON-RESTRAINED THICKNESS NON-RESTRAINED - .• g 7 .� 135° SEISMIC HOOK i 14 r� , �11� t DIP 2 PIPE SIZE 2' OR 4' HIGH 7 CORE DRILLED 8 1 c'I w y CONCRETE CURB PIPE ■■ �� REFERENCED B/112' ¢ (SEE NOTE 3) ON DWGS SLEEVE (SEE TIE BM NOTE 2 NOTE 1) Lu ' ril �wx 6y I ENCASEMENT ¢ z _ 1 e a �, _ lilli 2-#5 EF / \\ 2 m=ie ---- MODULAR 11 3' CLEAR a.- �'' i I --_- CASINO SEALS PIPE AS \\ 2 TYP I i t14 (SEE NOTE 2) EXIST(MALL $ V $ g SPECIFIED 4 B ' I OU w NOTE 1 I rY pp @ ( J �"' 4-N8 BRAS I NOTES: $ f R R 6 ANNULAR COLLAR I NOTES: (SEE NOTE 2) 1.CORE DRILL SMOOTH WALL OPENING, COORDINATE CORE : V '" DIAMETER AS REQUIRED WITH CASING SEAL MANUFACTURER. 111 ; 1 1. WRAP PIPE W/ MIN 18-MIL POLYETHYLENE ENCASEMENT ENCASEMENT MAXIMUM CORE DIAMETER SHALL 8E 12'. a (DOUBLE WRAP). (SEE NOTE 1) 2.M14EN SOIL MAY BE PRESENT, USE TWO SETS OF CASINO SEALS. ONE AT EACH FACE OF WALL. 2. VAPOR BARRIER, TYP 3 SIDES OF ENCASEMENT ALONG NOTES: a 1 A ENTIRE LENGTH OF ENCASEMENT. EXTEND 12' MIN AND 1. SLAB-ON-GRADE APPLICATIONS REQUIRE CONCRETE ENCASEMENT OF BELOW SLAB 3.FOR BURIED PIPING, CONTRACTOR SHALL PROVIDE AN R t g I i ENTIRE SEEM WITH SLAB VAPOR BARRIER. PIPING; SEE DETAIL A, THIS DWG. RESTRAINED STYLE JOINTS ARE REQUIRED ADDITIONAL FIELD JOINT AS CLOSE AS PRACTICAL TO FACE OF WHERE PIPE IS CONCRETE ENCASED. WALL, BUT NO MORE THAN 5 FEET. -: Q ANCHORED CONCRETE ENCASEMENT 2. ANNULAR COLLAR SHALL BE SAME MATERIAL AS PIPE. 1/4' X 2' FOR STEEL 1.USE WAX TAPE TO PROTECT ALL BURIED FERROUS SURFACES acv? 4'oN PIPE 20' AND SMALLER, AND 318' X 3' FOR PIPE LARGER THAN 20'. m 15 INCLUDING PAINTED SURFACES. FOR PROTECTION OF ADJACENT i FOR PIPE UNDER SLABS ® PIPE BARREL SURFACES, SHRINK WRAP MAY BE USED IN LIEU ° 3. CURB SHALL BE ROUND, EVEN ELEVATION AT MAX ELEVATION POSSIBLE. 'y NO SCALE OF WAX TAPE. SEE SPECIFICATIONS. "�,P g 4. BOLT HOLES OF FLOOR PIPE SHALL BE ALIGNED WITH CONNECTING PIPE. r� NOT USED c CORE DRILLED WALL SLEEVE® - FLANGED SLAB-ON-GRADE FLOOR PIPE NO SCALE NO SCALE 2 FACE OF LUG OR FLANGE STEEL PIPE TIE BOLT SCHEDULE FOR HARNESSED JOINTS V d c FOR 7• MIDDLE RING 1'-1' B• CLIP (SEE NOTE 4) < O TIE BOLT (SEE NOMINAL MIN TIE NOMINAL MIN TIE NOTES: Q a PRESSURE N0. PRESSURE N0. A EX EXPOSED PIPE LUG BOLT PIPE LUG BOLT W..,:,- TIE BOLT SCHEDULE) SIZE /Poi) TYPE DMA' BOLTS SIZE (Psi) TYPE DIA' BOLTS 1.PRESSURE SHALL BE THE PRESSURE AT EXPOSED WALL THICKNESS AWED _ BURIED WALL THICKNE EXPOSED _ (NOTE 1) (NOTE 3) (NOTE 1) (NOTE 3) >7 o ANON-RESTRAINED! NON•7CBTliAIIED NON-RESTRAINED NON•RESTRAINED (INCHES) (INCHES) (INCRlES) (INCHES) WHICH THE PIPE IS HYDROSTATICALLY .�yy�, O o • ���M� ��� TESTED, OR IF THERE IS NO W Q U $' 6 250 OR LESS P 5/8 2 18 50 RR 7/8 2 1(4•x} 1I2• COLLAR 11111111 ., 700 RA 7/8 2 HYDROSTATIC FIELD TEST, IT SHALL 3 «a IN CENTER OF WALL TYPE RR 8 260 OR LESS P 5/B 2 160 RR I 2 BE THE SPECIFIED SHOP TEST V m HARNESS 200 RA i il4 2 PRESSURE. ci m(MALL SLEEVES ONLY HALL LUG (TYP) 10 50 P 8/8 2 250 RR 1 1/4 2 -� 100 P b/8 2 2.NUMBER OF TIE BOLTS IS BASED ON �.� 0'6 FOR PLUGGED WALL SLEEVE, 150 P 5IB 2 20 50 RR 518 2 AN ALLOWABLE STRESS ON NET TENSION m m Y WALL ON BEAM EXTEND SLEEVE AND PROVIDE MALL SLEEVE 200 P 3/4 2 100 RR 718 2 t0 lm 114' CLOSURE PL WELDED TO (SEE NOTE 2) IIFIIIHIll. AREA OF 40,000 PSI. V WALL OR SLEEVE ON EXTERIOR SIDE 250 P 314 2 200 NNA 1 114 m 3.UNLESS OTHERWISE INDICATED, TIE OP BEAM SLEEVE 12 50 P 5/8 2 260 RA 1 4 BOLTS SHALL 8E SPACED UNIFORMLY (SEE NOTE 1 MODULAR CASING SEALS � 100 P 618 2 AROUND THE PIPE, BEGINNING WITH PIPE SIZE IA (WALL SLEEVES ONLY) THE FIRST TWO AT THE HORIZONTAL REFERENCED ON DWOS (SEE NOTE 4) 150 P 3/4 2 24 50 RR 314 2 DOUBLE NUT 200 P 3/4 2 100 RR 3/4 4 CENTERLINE OF THE PIPE, SUBJECT TO -I -41 k= = MECHANICAL / FRONT PLATE EA END 250 P 7/8 2 150 RR 1 4 THE APPROVAL OF THE ENGINEER. 11 III COUPLING BACK PLATE 200 RA 1 118 4 III I' ' II III 14 50 RR 5/8 2 250 RA 1 1/4 4 ' III I- II III NOTES: 100 RR 5/8 2 II II I 150 RR 3/4 2 30 50 RR 3/4 4 IRRRRR� 1. THE PIPE FOR LUG DESIGN SHALL INCLUDE WRAPPERS OR PADS OR THE PIPE 200 RA 7/8 2 100 AA I 4 O IF- 1 WALL THICKNESS INCREASED AS REQUIRED TO MEET MINIMUM PIPE 250 RR 1 2 150 RR 1 118 4 FOR PIPE LESS THAN 1 1/2' p 200 RR 1 1/4 4 DIA, BACKUP AND CAULK ALL SEE NOTE 5 THICKNESS IN ACCORDANCE WITH ANNA M-11 DESIGN REQUIREMENTS. 16 50 RR 5/8 2 250 RR 1 1/2 4 Q Z 1112.0 AROUND (BOTH SIDES). FOR 2' MP) 100 AR 314 2 a LARGER PIPE USE 2. WHERE HARNESS LUGS ARE SPECIFIED FOR VERTICAL TURBINE PUMP 1-4 200 RR 1 0 114 I. MODULAR SEAL CASING SEALS. 114 ∎ DISCHARGE OUTLETS, THE NUMBER AND SIZE OF THE TIE RODS FOR THE 78 2 • WHERE CONNECTING TO FLANGE CLIP, I.-4 =I- 1/4 P ' (WALL SLEEVES ONLY) ` 114 F HARNESS COUPLING MUST EQUAL THE AREA OF THE CONNECTING STEEL PIPE 250 RR 1 118 2 TIE BOLT DIA SHALL BE GREATER IF l'---Z Q WALL. CONTRACTOR SHALL COORDINATE THIS DESIGN REQUIREMENT WITH THE Ol RECD BY FLANGE CLIP MANUFACTURER. FOR PIPE SMALLER THAN FOR PIPE 6 INCH PUMP AND PIPE MANUFACTURERS. I W L7 Q Q 6 INCH DIAMETER DIAMETER AND LARGER 3. FOR TIE BOLT SCHEDULE AND LUG DETAILS SEE DETAIL G a H THIS DWG. Z H F- ,.,STEEL PIPE TIE BOLT SCHEDULE FOR HARNESSED JOINTS O ~a o 1. USE FLANGE CLIP SHALL SEE SMITH BLAIR MODEL '907 THRUST RESTRAINT SCALE 1P,R, Q 2 CM TO FLAME JOINT AS INDICATED ON NO PLATE' WITH CUSTOM PLATE DESIGN BY MANUFACTURER FOR 250 PSI W• Q. 4 (-2 NOTES: S^PRESSURE ON 2 TIE RODS; MATERIAL, DRILLING AND COATING SHALL MATCH rr^ 1111--1 El 1.SCHEDULE 40 GALV STEEL PIPE SLEEVE. SIZE TO PROVIDE 314' ANNULAR SPACE AROUND PIPE FOR ALL BEAN SLEEVES AND FOR WALL SLEEVES FOR PIPES ADJACENT PIPE. FRONT PL FOR TYPE P LUG, '+J Q ti SMALLER THAN 1 I/2" DIAMETER. FOR LARGER PIPE COORDINATE WALL SLEEVE DIAMETER WITH MODULAR CASING SEAL.MANUFACTURER. STEEL PIPE HARNESSED MECHANICAL COAT AROUND PIPE FOR TYPE RA LUG Q U..I 6-1 Qs 2.WALL SLEEVE, SCHEDULE 40 STEEL PIPE FOR 12' AND SMALLER SLEEVES, 1/4' STEEL PIPE FOR SLEEVES LARGER THAN 12', AND HOT DIP GALVANIZED COUPLING WITH TYPE RR LUGS ® \ BACK PL FOR TYPE P LUG, CONT Q Z AFTER FABRICATION, 304 SS, OR OTHER MATERIAL AS SPECIFIED OR INDICATED ON DRAWINGS. COORDINATE WALL SLEEVE DIAMETER WITH MODULAR CASING AROUND PIPE FOR TYPE RR LUG SEAL MANUFACTURER. NO SCALE A T T Q 3.NOT USED. 111 _ HACK PL 4.WHERE SOIL MAY BE PRESENT, USE TWO SETS OF CASING SEALS. ONE AT EACH FACE OF WALL. ti W s DIMENSIONS IN INCHES 5 g o 5.TO MINIMIZE SLEEVE SIZE, PROVIDE A SCREW-ON FLANGE, GROOVED COUPLING, OR MECHANICAL COUPLING WITH ANCHOR STUDS ON ONE SIDE OF OPENING.S.FOR BURIED PIPING, CONTRACTOR SHALL PROVIDE AN ADDITIONAL FIELD JOINT AS CLOSE AS PRACTICAL TO FACE OF WALL, BUT NO MORE THAN 5 FEET. DIAMETER T A Y W X HB f HF DIAMETER TIE BOLT HOLE 8.USE WAX TAPE TO PROTECT ALL BURIED FERROUS SURFACES INCLUDING PAINTED SURFACES. FOR PROTECTION OF ADJACENT PIPE BARREL SURFACES, SHRINK 5/8 3/8 5 5 1 3/8 6 3 718 3 2 314 a. Ill!: � w DESIGNED: IDS WRAP MAY BE USED IN LIEU OF WAX TAPE. SEE SPECIFICATIONS. 314 3/8 5 5 1 1/2 6 4 118 3 118 2 718 VIIIIIIIIIIIIIIr DETAILED: VEE 7/8 1/2 5 1/2 6 1 6/8 6 4 114 3 1/8 2 1 1 1/2 5 9/4 RING 1 314 RING 4 112 3 1/4 2 1 1/8 APPROVE 11Oa--- 1 1/8 1/2 7 RING 1 7/8 RING 4 314 3 5/8 2 112 1 1/4 1r 2' ► APPROVED: JAM 1 114 518 7 1/2 RING 2 RING 5 3 3/4 2 1/2 1 3/8 15• R r * DE: FEBRUARY 2014 CONCRETE WALL OR BEAM SLEEVE Aft 1 318 518 8 914 RING ,2 1/8 RING 5 318 3 3/4 2 1/2 1 112 0 1 2 1 NO SCALE glair 1 1/2 3/4 10 RING 2 1/4-RING 5 1/2 3 7/8 2 1/2 1 5/8 PLAN ELEVATION IF THIS OAR DOES NOT NOTES: MEASURE 11 THEN DRAWING IS NOT TO FULL SCALE 1. n • PIPE WALL THICKNESS. STEEL PIPE HARNESS LUGS \ /) PROJECT NO. 2. FOR HARNESS LUG TYPE RR, THE GUSSET PLATES BETWEEN THE NO SCALE LUGS(7) 75069 t FRONT PLATE AND THE BACK PLATE MAY BE PERPENDICULAR TO MD 1 THE FRONT AND BACK PLATES WITH A MINIMUM CLEAR DISTANCE l'o ` BETWEEN EACH PAIR OF GUSSET PLATES OF DIMENSION W. CONFORMED TO BID DOCUMENTS Io E T14, • MOTE s 0 R 6 p1, 2' MIN Mk , i 1. GRADE-- • IMMENOMMMIMMEM " g 4 B!4 CHAMFER 2' B' YIN ~/C�`� \� l// VAULT TOP a P a j �` g (— , -- /;.EL SET YY PIPING EL _____ *4.. &/ - PVC ORT 2' SCHED 80 $ • ti \i. ` '7 ■ DISCHARGE ALONG WALL, • $$$ A /-FLOOR SLAB MIN SLOPE fib` SEE NOTE 1 ,! I i i ''0 I .„ ! T _SEESrRUCrUFAL 2PVC CHECK VALVE tk�f �� ‘Cli y • o w g 1' EXPANSION DRAWINGS y/\ 2' PVC UNION . 2 w :! JOINT MATERIAL R R PUMP BARREL / _- �fOMED ENCASEMENT 1-1/P' TG 2' PUMP (IMPELLER NOT SHOWN) g 6 „ -. HOT-DIP-GALVANIZED SUBMERGED LOCATION : Qg . w /������ :; ;:: RING i VTP BARREL AND ARV DETAIL r $AS REIRED BY PUMFR 2 L 0 2 M3 #�,Vp SEE DWG , SEE EVENLY SPACED VERTICAL VANES 2 R C a g 2'x7'x1/8', TYP 48 NOTES: 1. MOUNTING FLANGE, THICKNESS AND DIAMETER IN ! ■1TIWWWBBU� 4PM q ACCORDANCE WITH AWWA C207 STANDARD STEEL RING , 112"x1/4' HORIZONTAL 1 z a FLANGE, CLASS E. STRAPPING, TYP 4 1IU ^ F ti '° 2. CONTACT SURFACES BETWEEN PUMP HEAD AND 'ir Q27 n"i'n F/I�r,re,r ' 18 3''' �'` w'w'ae 3. MOUNTING ING FLANGE PSHALL DWG E MACHINED. ,0';. /\``N,„.�`\ BOTTOM GRATING- �••■■•�■,• �� 1,a ~M H `. //}j ` / /j tea" OFF BOTTOM of < ^ CL STUD BOLT - PUMP HEAD FLANGE '/�$'I�'�, ��' 'I∎,R ` \ BOTTOA!RING f 1 GREATEER ASLREGO ~6 w (SEE NOTE 2) %411 ** 'i M S,���`II ryl�' BY PUMP MFR SECTION M U TAPPED HOLES, DIA „'- J `7`1I`,Obee , 0,0, \ \`�S /� NOTE 2 �• m` C AS REQUIRED BY - ..e,... , Ir -- _ O PUMP MANUFACTURER _ in w. •• \'� BOTTOM GRATING m f�. MOTES: ,III �- (NOTE 2) W O O --O-RING GROOVE WITH 041 I. > a -- O-RING IN BOTTOM 1. DISCHARGE PIPE SHALL BE ROUTED AS SHOWN ON DWG M4. t`• ,/ otig `O i FLANGE /. i►��E 1i _-___--.._-I:__7.5° SPACING U O PROTECTIVE ,' PUMP BARREL `1:::::1'- __---_____L ON CENTER, TYP V 3 m 1 PLASTIC CAP EADSR (SEE NOTE FLANGE NO PUMP DETAIL ® A . ,■■/�, A �,I • .44 slIII'' -HORIZONTAL STAPPING W co= cx DETAIL a BOTTOM RING---� NOT SHOW . A NO SCALE 'v 2' VERTICAL VANES 05 • (48 TOTAL) OP Q-� SFE NOTE 2 - PLATE WASHER (2 RECD) BOTTOM VIEW FOR EACH BOLT /—SCND 80 PVC, = - INSULATING WASHER (2 REQOJ NOTES: (SUPPORT AS RE00) ��I, FOR EACH BOLT 1. ALL BASKET MATERIAL SHALL BE 316 L SS. INSULATING SLEEVE OAF (SEE SPEC (1 RECO) EACH BOLT---- / 2. BASKET OD TO MATCH OD OF PUMP MANUFACTURER / /,/�l� SUCTION BELL. SECTION 15708) - pd � / � Ell \-' INSULATING / �/� 3. BOTTOM GRATING SHALL BE FABRICATED FROM GO ` •.\ GASXET !1 RECD) INSTALL ----ARV (PART OF F � DEEP. 78" BAR PROVIDING 2'x2" OPENINGS 2'ES 1 (--'' DUAL WOOF CAV) ti OPEN 4. TOP RING DESIGN AND DESIGN OF ATTACHMENT TO Q 111111 FLANGES PUMP BELL BY PUMP MANUFACTURER. C) Is- -J HYDRAULIC PERFORMANCE ciD Q v GATE VALVE, PLO ao� �'/-570 FLAMED NOTES: 1 �-LI V) ..: z INLET BASKET WI HANOWHEEL 1. TORQUE BOLTS PER INSULATING FLANGE SET MANUFACTURERS U (INSTALL OPEN)- RECOMMENDATIONS (TYP). NO SCALE 0 1-y Z 2. ASTM F55993, SST TYP 318 BOLT WITH ASTM A583 W a. ? 1 8" MIN GAP NUT, XYLAN 1000 SERIES COATING. PUMP INLET x PUMP BOLTED INSULATING j PUMP COLUMN ID W/ INSULATING REQUIRED FLANGE SET O W Q O STL BURIED OR EXPOSED LOCATIONS: -- W ASTM A307 BOLT - UNC THREADS, WITH ASTM A583 '�� PIPE NUT, ZINC COATED. �\.\\`.,\ (4) HORIZONTAL ~~ Z /../... STRAPPING Y w SUBMERGED LOCATIONS: T Ca YPE 315 SS BOLT, WASHER AND M)T. yqqp� U / 3. AT BURIED LOCATIONS, DO NOT ENCAPSULATE TYP 1/B"' i J FLANGES WITH WAX TAPE COATING IN ACCORDANCE TYP TOP AND S1 zz T WITH ANSIIAWNA C217. BOTTOM, TYP 4 HORIZONTAL 1/8'r 4 PIPE TO BE INSTALLED 12' INSULATING FLANGE SET DETAIL ® STRAPPINGS DIRECTLY ABOVE FLOOR SIAM-----.. .\ iv NO SCALE TYP EVENLY SPADED `� �' 1/B• ' rl VERTICAL VANES __ DESIGNED: •••.•MI ! L DETAILED: NOTES: CHECKED` TYP .i ---Boma BOTTOM RING, ' APPROVED: 1. FITTINGS PER TEST PRESSURE DESIGN. 118 GRATING 2'5114' DATE: 0 112 1 2. PIPING AND GATE VALVE SIZES SHALL MATCH CAV NOTE: INLETIOUTLET SIZES. SEE SCHEDULE 15108 - S01 WELDING SHOWN REPRESENTS MINIMUM REQUIREMENTS AT EACH IF THIS GAP DOES NOT FOR CAV SIZE. VERTICAL VANE AND EACH BOTTOM GRATING INTERSECTION. MEASURE 7' THEN DRAWING 15 FINAL WELDING DESIGN BY PUMP MANUFACTURER. NOT TO FULL SCALE PROJECT NO. COMBINATION AIR VALVE DETAIL 0 TYPICAL WELDING DETAIL 0 175069 NO SCALE NO SCALE MD SHEET CONFORMED TO BID DOCUMENTS 71 OF 141 f t N b z Q MASONRY OPENING 1 4' MIN EMBEDMENT E(SEE DRAWING M71 4" MIN EMBEDMENT 3/8" ANCHOR BOLTS OR 8'-0' MAX ADHESIVE ANCHORS IN ,� 8'-0' (MAX) ^• CONCRETE MASONRY z:- SEE NOTE 3 AS - MASONRY `� EQUIRE7 OPENING 1 '7 ,. .. .- HANGER BRACKET P5000(TYP) w (SEE 2 • FURNISHED BY UNIT p11B8(TVP) _ DPAw M7) I $ ! R t HEATER MANUFACTURER `, 11 1 _ n A B� C ROW 1 (TYPJ r, P1065(TYP) ' ' ' i O O r $ r' W =_. ��A`484 P $ AO 90 CO ROW 2 -. To ti G==1' ISOUTI EQUIPMENT 81;'''A' ' A� eo CO ~ Row 3 A� Row r PANEL SLEEVE SCHEDULE m g �� ■ r i JP (TYPJ (MAX) �Oi W � 1111111111■Im 11111.1100104111A .'.[, �, ' g Ao BO CO ROW 4 h AO ` i10w 2 SOLUTION OR(INCHES)GAS LINE SIZE SCHEDULE 40(NOM SJ SLEEVE SIZE i I R R HEATER ORIENTATION =EMMEN �I ' ' EQUIPMENT o• _ . b GAS LINE 3 + PLANS INDICATED ON CENTERLINE PLAN LIQUID LINE 3 . E a , 3/8' DIA ANCHOR BOLTS OR ADHESIVE J— �- Y 0 p^ m ANCHORS IN CONCRETE OR MASONRY I_4' 4' 4' 4.1 �4' 4• v f ? F PLAN ELEVATION NOTES: ELEVATION 1+ ]] NOTE: 1. PART NUMBERS LISTED ARE BASED ON UNISTRUT PRODUCTS. b W C MASONRY WALLS SHALL BE SOLIDLY 2. UNISTRUT MATERIAL SHALL BE GALVANIZED UNLESS OTHERWISE INDICATED. GROUTED 4' MIN, ALL SIDES OF ANCHORS. 3. MASONRY WALLS SHALL BE SOLIDLY GROUTED I' MIN, ALL SIDES OF ELEVATION A ELEVATION 8 PANEL PIPING SCHEDULE - ELEVATION A ttaes ANCHORS. PIPE DESIGNATION PIPE SIZE (INCHES) PIPE SERVICE 4fi ~ ELECTRIC UNIT HEATER SUPPORT(A WALL HANGER - 4 ROD�� ROW LETTER v".A-' r4, i NO SCALE NO SCALE 1 A GAS LINE REFRIGERANT ay � Z r1�i• 1 1 B LIQUID LINE REFRIGERANT d= ..y & w • PANEL FLUSH WITH WALL Al i C GAS LINE REFRIGERANT O 8- �1 (SEE DOGS FOR LOCATION "p . o Z •1 1 'I� 2 A LIQUID LINE REFRIGERANT 318' DIA ANCHOR BOLTS OR ' OF PANELS) 2 B GAS LINE REFRIGERANT , ,L.,,1 j'NO K ADHESIVE ANCHORS IN SEE NOTE 2 C LIQUID LINE REFRIGERANT y� CONCRETE OR MASONRY 3'x24'x1/2' 2x2x3118 ANGLE FIELD '��al! ,,STEEL PLATE ?. 3 8 A GAS LINE REFRIGERANT LOCATE AS REQUIRED BY 7(45. C4x5.4 =Q= =�,C1 3 8 LIQUID LINE REFRIGERANT �r„� 8" LO 40 STL PIPE SLEEVE 3 C OAS LINE REFRIGERANT c EQUIPMENT AND BY 4i a 8" LO (TYP) CAR IN PANEL 0 �`S •i d TACK WELD EA SIDE. SEE 4 A LIQUID LINE REFRIGERANT y C ORIENTATION i :���I . I-- PANEL SLEEVE SCHEDULE FOR 4 8 GAS LINE REFRIGERANT 2 'N a� ,-A _ 1• ; SIZE 4 C LIQUID LINE REFRIGERANT W p C .m.:!maiNEENEEt i �A 1 X114 I ,I �'7' a 4' MIN OR GREATER AS REVD TO >t a O (� I `g FILL SPACE W! SAFINO INSULATION, i0 ill ANGLE l l w PROVIDE FIRE RATING AS REDD FOR WALL O]ilII1 !.[. 2z2x3/76 y U .-- U o 12' LONG CORRUGATED MASONRY PANEL PIPING SCHEDULE - ELEVATION B m :4 "'�,` STRAPS @ 1'-4" CENTERS. <'- > �� 4' MIN i r WELD TO ALL SIDES OF PANEL PIPE DESIGNATION PIPE SIZE (INCHES) PIPE SERVICE . ' d1 EMBEDMENT- i IR1_I � II� ROW LETTER — THROUGH MASONRY WALLS —- CO m TURNBUCKLE / SEE NOTE 5 1 A GAS LINE REFRIGERANT W OR VIBRATION 1 MASONRY WALL op m °Ye) 41/4 ISOLATOR ' 2 A 1 LIQUID LINE I REFRIGERANT Wm: PLAN ELEVATION MASONRY WALLS SHALL BE SOLIDLY GROUTED 4" MIN, ALL SIDES OF ANCHORS. SECTION WALL HANGER - 4 ROD 17.-- NOTES: NO SCALE 1.SEE PANEL PIPING SCHEDULE FOR PIPING SIZE AND SERVICE. 2.REFRIGERANT LINES ARE WRAPPED WITH 1" THICKNESS INSULATION. 3.PIPE SPACING SHALL BE UNIFORM WITHIN THE OPENING, WITH MINIMUM SPACING AND ALLOWANCES AS INDICATED. Q EXPOSED WALL _ E X P O S E D _ 4.CONTRACTOR SHALL COORDINATE T H E SPACING AND ALLOWANCES OF ALL PIPING AND SLEEVES PRIOR TO FABRICATION OF PANEL. 'Z1 _ NON-RESTRAINED THICKNESS NON-RESTRAINEE S.ALL PANEL MATERIAL, EXCEPT SLEEVES, SHALL BE 1/4' STEEL PL WELDED CONSTRUCTION. PIPE SLEEVES SHALL BE SEAL WELDED ALL AROUND. 1-i 1.-1 I =~ PIPE SIZE B.REFRIGERANT PIPE SIZES IN THE SCHEDULES ARE LISTED AS EITHER "GAS LINE" OR 'LIQUID LINE'. ACTUAL PIPE SIZE IS DETERMINED BY THE EQUIPMENT ~ C1)Q j REFERENCED CORE DRILLED MANUFACTURER. CC ti 2 up ON DOGS I NOTE SLEEVE (SEE TYPICAL WALL SLEEVE PANEL �� z _.] NNNNNNta O CL J ti 6= QD.c NO SCALE Q O = Cf) cLQ v Li SEE NOTE 2 EXIST WALL W ?O NOTES: CO 1.CORE DRILL SMOOTH MALL OPENING, COORDINATE CORE DIAMETER AS REQUIRED WITH COOLING AND Q HEATING EQUIPMENT MANUFACTURER. 2.FOR PIPE SIZES 1 1/2' AND SMALLER, CAULK ANNULAR SPACE AROUND PIPE. CORE DRILLED WALL SLEEVE i1 NO SCALE DESIGNED: JEP, JAL _ DETAILED: JAL CHECKED: A'NC APPROVED: JEP DATE: FEIIRUARY 2014 0 112 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT N0. 175069 MD3 h� ` CONFORMED TO BID DOCUMENTS 72 SHEET 141 r k • 1 ONE-LINE DIAGRAM LEGEND SCHEMATIC SYMBOLS �i A ABBREVIATIONS 1-1PR#16S ONE, SINGLE PAIR, TWISTED, AREA DESIGNATIONS SHIELDED #16 CABLE ✓e il I AMBER, AMPERE, ALARM THE SPECIAL AREA DESIGNATION BOXES, AS DEFINED BELOW, ARE LOCATED ON p TRANSFORMER WITH DELTA PRIMARY • WIRE CONNECTION POINT PRESSURE SWITCH q 8 AC ALTERNATING CURRENT 3.7/C#14 THREE, SINGLE, SEVEN CONDUCTOR #14 THE PLAN DRAWINGS TO DEFINE ELECTRICAL INSTALLATION REQUIREMENTS. AND WYE SECONDARY VOLTAGE, p MULTICONDUCTOR CONTROL CABLES • AND KVA RATING AS NOTED • (OPENING ON RISING PRESSURE) ACB AIR CIRCUIT BREAKER DESIGNATION BOXES ARE LOCATED WITHIN ROOM OR BELOW ROOM NUMBER. ALL I 4f • EXTERNAL CONNECTION POINT AF AMPERE FRAME INDOOR AREAS NOT INDICATED OTHERWISE ARE AREA TYPE 1 AND MINIMUM ' 1500KVA o VACUUM SWITCH 2.4KV-480Y(277 AFD ADJUSTABLE FREQUENCY DRIVE M MAGNETIC MOTOR STARTER NEMA TYPE 1 ENCLOSURES. $ 30, BOHZ _I F NORMALLY OPEN CONTACT V (CLOSING ON INCREASING VACUUM) AFRM ARC FLASH REDUCTION MODE MA MILLIAMPERE e 22: 3#8,#700,2" CIRCUIT NO.22 WITH MB INSULATED CONDUCTORS, AIR AIR CONDITIONING EQUIPMENT A1AB MAIN BREAKER CORROSIVE CHEMICAL FEED AND STORAGE ROOMS. 20 - -- { 1M10 BARE GROUND WIRE ALL IN 2" CONDUIT TO °�'� VACUUM SWITCH AN AMMETER MOB MAIN CIRCUIT BREAKER (AREA TYPE 1AI CONDUIT SYSTEM SHALL BE EXPOSED PVC COATED RIGID STEEL 20 HP MOTOR NORMALLY CLOSED CONTACT CV OPENING ON INCREASING VACUUM) ANN ANNUNCIATOR MCC MOTOR CONTROL CENTER CONDUIT WITH PVC FITTINGS, BOXES, AND ACCESSORIES. Al LARM RELAY MCLU MOTOR CONTROL LINEUP g 4 4 ° AUXILIARY ITEMS ONE-LINE SHOWING POWER AND CONTROL TO A O STARTER, CONTACTOR OR RELAY COIL ° TEMPERATURE SWITCH AS AMMETER SWITCH MD MOISTURE DETECTOR INDOOR WET LOCATIONS SUCH AS VAULTS, HOSEDOWN AREAS, ■ MAY NOT BE PACKAGE UNIT, AS FOR EXAMPLE A STEAM (CLOSING ON RISING TEMPERATURE) ASTC AUTOMATIC SOURCE TRANSFER CONTROLLER MD MOTION DETECTOR (AREA TYPE 41 BASEMENTS, ETC. MINIMUM NENA TYPE 4X WITH STAINLESS GENERATOR OR AN AIR HANDLING UNIT, SHALL AT AMPERE TRIP MFM MAGNETIC FLOW METER STEEL ENCLOSURE FOR EQUIPMENT AND GASKETED FITTINGS SHOWN NORMALLY OPEN PUSH BUTTON ® COMPLETELY IMPLY THAT ANY AND ALL ASSOCIATED EQUIP. o o TEMPERATURE SWITCH ATC AUTOMATIC TRANSFER CONTROLLER MFR MANUFACTURER IN A CONDUIT SYSTEM. o EQUIP- MENT SHALL ALSO BE INSTALLED AND WIRED AS (OPENING ON RISING TEMPERATURE) AWG AMERICAN WIRE GAGE MOV MOTORLOPERA NVAALVEHEIGHT INDOOR, DRY, DIRTY AREA. REQUIRES MINIMUM NEMA TYPE ° 3 REQUIRED BY THE EQUIPMENT FURNISHED. ^i^ NORMALLY CLOSED PUSH BUTTON o FLOW ACTUATED SWITCH $ INDICATES THAT ALL OR PART OF CIRCUIT MAY -k,,J BAT BATTERY EQUIPMENT MPR MOTOR PROTECTION RELAY AREA TYPE 121 12 GASKETED ENCLOSURES FOR ALL EQUIPMENT AND GASKETED .. g MAINTAINED PUSH BUTTON (CLOSING ON INCREASE IN FLOW) yy $ BC BATTERY CHARGER MS MOTION SENSOR FITTINGS IN CONDUIT SYSTEMS. O A 8E ROUTED IN DUCT BANK OR UNDERGROUND. o o i7",!'¢ CONDUIT SIZE SHOWN ON ONE-LINE IS ABOVE FLOW ACTUATED SWITCH BR BRAKE MSH MOTOR SPACE HEATER O 1 NORMALLY CLOSED GEARED LIMIT SWITCH BT BEARING TEMPERATURE MTS MANUAL TRANSFER SWITCH z n GROUND AND/OR INSIDE OF STRUCTURE. SEE (OPENING ON INCREASE IN FLOW) '� `• $ .gIi MV MILLIVOLT $ I-- 21. DUCT BANK SCHEDULE AND SECTIONS FOR CONDUIT ON TIME DELAY CONTACT C CLOSE, COUNTER OR CONTACTOR MVA MEGA VOLT AMPERE GENERAL REQUIREMENTS SIZE OF UNDERGROUND PORTION OF CIRCUIT. i' F NORMALLY OPEN GEARED LIMIT SWITCH (NORMALLY OPEN, WHEN THE COIL IS ENERGIZED : E+ n I', <�) f CAP CAPACITOR 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING ALL �'-1 HIGH VOLTAGE ORAWOIIT AIR OR THE CONTACT WILL CLOSE AFTER A TIME DELAY) C8 CIRCUIT BREAKER N NEUTRAL VACUUM CIRCUIT BREAKER INDICATING LIGHT CB'A.. CONDUITS NOT SHOWN ON THE PLANS. THIS SHALL INCLUDE ALL ' �;F ON TIME DELAY CONTACT CIRCUIT BREAKER AUXILIARY CONTACT NC NORMALLY CLOSED 1 1 $ 3P-20 LOW VOLTAGE AIR CIRCUIT BREAKER, (NORMALLY CLOSED, WHEN THE COIL IS ENGERGIZED (OPEN WHEN BREAKER IS OPEN OR TRIPPED NO NORMALLY OPEN, NUMBER CONDUITS AN DR WN THE ONE-LINES AND HOME-RUNS SHOWN i m —� FUSE THE CONTACT WILL OPEN AFTER A TIME DELAY) CLOSED WHEN BREAKER IS CLOSED) ON THE PLAN DRAWINGS. CONDUITS SHALL BE ROUTED AS `/ 3 POLE, 20 AMPERE CB"S" CIRCUIT BREAKER AUXILIARY CONTACT DEFINED IN THE SPECIFICATIONS. OFF TIME DELAY CONTACT a-It t ;I R. POTENTIOMETER °1� (CLOSED WHEN BREAKER IS OPEN OR TRIPPED 0 OPEN 2, SPARE WIRES SHALL BE TAPED AND COILED. ,7j��!i I1—`/—� SIZE 4 COMBINATION MAGNETIC MOTOR STARTER y THERCONTACT WILL OPENTAFTERIA TIME DELAY) OPEN WHEN BREAKER IS CLOSED) OL OVERLOAD BREAKER CD CONTROL DAMPER OOA ON-OFF-AUTO 3. IF EQUIPMENT SUPPLIED BY MANUFACTURER HAS A LARGER i- CAPACITOR OfF TIME DELAY CONTACT CI CELL IHTERt OCX DOR ON-OFF-REMOTE LOAD THAN VALUE SHOWN, THE CABLE CONDUIT AND ELECTRICAL CFu�>H LOW VOLTAGE ORAWOUT AIR CIRCUIT BREAKER ° (NORMALLY CLOSED, WHEN THE COIL IS DE-ENERGIZED CKT CIRCUIT EQUIPMENT SHALL BE ENLARGED, AS REQUIRED, TO ACCOMMODATE i/F DIODE THE CONTACT WILL CLOSE AFTER A TIME DELAY) CL2 CHLORINE THE HIGHER VALUE. _ TORQUE SWITCH COS CABLE OPERATED SWITCH P PRIMARY g=_ <0 F--�)� HIGH VOLTAGE DRAWQUT CONTACTOR o CP CONTROL PANEL PCS PLANT CONTROL SYSTEM 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING W V, RESISTOR �e (NORMALLY OPEN) CPT CONTROL POWER TRANSFORMER _ PS PUSH BUTTON OR PULL BOX PROPERLY SIZED STARTER OVERLOADS FOR EQUIPMENT 'I'� 4. TORQUE SWITCH CR CURRENT OR CONTROL RELAY PF POWER FACTOR METER FURNISHED. `VS CONTROL POWER o� CR CARD READER XJ c� FUSE AND DISCONNECT SWITCH �"'"'''' (NORMALLY CLOSED) PH PHASE, CHEMICAL TERM mv, TRANSFORMER CS ONTROL STATION PLC PROGRAMMABLE IOGIC CONTROLLER 5. LIGHTING AND RECEPTACLE CIRCUITS DESIGNATED ON THE FLOOR LIMIT SWITCH CT YCLE TIMER OR CURRENT TRANSFORMER PLANS ARE NOT SHOWN ON THE ONE-LINES. CONDUCTORS FOR S2 SIZE 2 COMBINATION MAGNETIC MOTOR STARTER, o o ITCH °O° (NORMALLY OPEN) CTC YCLE TIMER CLUTCH PM POWER METERING LIGHTING, RECEPTACLES, AND MISCELLANEOUS 12OVAC CIRCUITS � REVERSING OR 2 SPEED POP POWER PANEL MS CTM YCLE TIMER MOTOR PP POWER PANEL SHALL BE MINIMUM NO. 12 A . CONDUIT FOR LIGHTING, -:'.--rtT MANUAL STARTER orp LIMIT SWITCH 2/C CONDUCTOR PRS PROXIMITY SWITCH RECEPTACLES, AND MISCELLANEOUS 120VAC CIRCUITS SHALL BE C.) E �`i REDUCED COMBINATIONARTfA DL (NORMALLY OPEN, HELD CLOSED) 4'C ' CONDUIT PT P PRESSURE ALSWITCH TRANSFORMER, MINIMUM 314". Q a co �f' OVERLOAD o0o LIMIT SWITCH DC IRECT CURRENT PROGRAM TIMER 6. IN AREAS WHERE THERE ARE OVERHEAD BRIDGE CRANES, w w m I--II- (NORMALLY CLOSED) DC OOR CONTACT PTZ PAN TILT ZOOM CAMERA HOISTS, ETC., NO CONDUITS SHALL BE PUN OVERHEAD 7 p -j t- POTENTIAL TRANSFORMER 1= ELECTRODE c.,* LIMIT UCTLESS CONDENSING UNIT 2P 2 POLE THAT WILL INTERFERE WITH THE OPERATION OF THE EL LIMIT SWITCH o 5 F UCT FAN EQUIPMENT. - CURRENT TRANSFORMER W. FLOAT SWITCH (NORMALLY CLOSED, HELD OPEN) U o HP UCTLESS HEAT PUMP R RED, RAISE, RELAY OR REVERSE ? L o (CLOSING ON RISING LEVEL) DIFFERENTIAL PRESSURE SWITCH I OOR INTERLOCK RECP RECEPTACLE Y 3 «q o M AMPER MOTOR OR DEMAND METER RES RESISTOR („> `° N W (NORMALLY OPEN, CLOSING ON GENERAL NOTES o1 FLOAT SWITCH INCREASING DIFF.) PDT DOUBLE POLE DOUBLE THROW RT REPEATING TIMER CONDUIT & WIRING INSTALLATION LEGEND ° (OPENING ON RISING LEVEL) PST OUBLE POLE SINGLE THROW RTD RESISTANCE TYPE TEMP DETECTOR 1. SOLID LINES ( ) INDICATE NEW WORK OR EQUIPMENT. Q. d qqqq DIFFERENTIAL PRESSURE SWITCH PR IFFERENTIAL PRESSURE REGULATOR RTU REMOTE TERMINAL UNIT 17':'- o6 CONDUIT EXPOSED °1� PRESSURE SWITCH o-}'Q (NORMALLY CLOSED, OPENING ON PS IFFERENTIAL PRESSURE SWITCH RVSS REDUCED VOLTAGE SOLID STATE 2. SCREENED LINES (---) INDICATE EXISTING WORK OR EQUIPMENT. m m o 210 (CLOSING ON RISING PRESSURE) 66 INCREASING RIFF.) S ISCONNECT SWITCH STARTER 3. DASHED LINES ( ) INDICATE FUTURE WORK OR EQUIPMENT. ^ 2 VLS ISCHARGE VALVE LIMIT SWITCH CO - - CONDUIT CONCEALED S2 SIZE 2 STARTER 4. CROSS-HATCHED (////) INDICATE DEMOLITION WORK OR EQUIPMENT. LECTRICAL SA SURGE ARRESTER 5. THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND 0 ' CONDUIT TURNING UP. CONDUIT TURNING DOWN. MISCELLANEOUS SYMBOLS COMMUNICATION SYMBOLS LECTRIC OPERATOR FOR SCADA SUPERVISORY CONTROL AND ONTROL DAMPER OR VALVE DATA ACQUISITION ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT. _ CO 1 C MPTY CONDUIT SH SPACE HEATER 6. INFORMATION RELATED TO CIRCUIT IDENTIFICATION, WIRE A CONDUIT -------45 —3 CONDUIT PLUGGED FLUSH. CONDUIT CAPPED. W BELL rT ! GN LECTRICAL GENERATOR SN SOLID NEUTRAL L� HORN SPEAKER SIZES, AND ROUTING, IS ON THE FOLLOWING DRAWING TYPES. L LEVATION OR EMERGENCY LIGHT SO SOLENOID OILER TYPICAL FOR HOME RUN TO BE ROUTED TO LIGHTING �l NH LECTRICAL MANHOLE A. ONE-LINE DIAGRAMS SHOW CIRCUIT IDENTIFICATION, WIRE PANEL L2 8 CONNECTED TO CIRCUIT #5 EA HORN SP SINGLE POLE OR SPARE L2-5 DUAL HORN SPEAKER NCL NCLOSURE SPOT SINGLE POLE DOUBLE THROW QUANTITY AND SIZES, AND CONDUIT SIZE WITHIN STRUCTURES. (MINIMUM NO. 12 AWG CONDUCTORS AND 314' CONDUIT) O THERMOSTAT A LECTRODE RELAY SPST SINGLE POLE SINGLE THROW ONE-LINE DIAGRAMS ALSO INDICATE ORIGIN AND DESTINATION LIGHTING FIXTURE. REFER TO NUMBER OR LETTER S NO SWITCH SS SELECTOR SWITCH OF CIRCUITS, AND IDENTIFY CIRCUITS ROUTED UNDERGROUND. A TM LAPSED TIME METER SSS SOLID STATE STARTER B. FOR CIRCUITS WITHOUT UNDERGROUND PORTIONS, BUILDING FLOOR Q IN FIXTURE SCHEDULE WALL MOUNTED CONE SPEAKER JUNCTION BOX X XISTING PLANS SHOW LOCATION OF EQUIPMENT FOR DETERMINING CIRCUIT SUPV SUPERVISORY CONTROL LENGTH WITHIN THE STRUCTURE. FOR CIRCUITS WITH UNDERGROUND CC 17 FLUORESCENT FIXTURE. REFER TO HUMBER OR LETTER F FORWARD SV SOLENOID VALVE PORTIONS, ANTICIPATED PENETRATION OF UNDERGROUND CONDUITS Q :2: Z co SK IN FIXTURE SCHEDULE. (S) GROUND ROD CEILING MOUNTED CONE SPEAKER FS FLOW SWITCH 5WB SWITCHBOARD RECEPTACLE POWERED FROM SWU SWITCHGEAR ARE SHOWN ON STRUCTURE PLANS FOR DETERMINING THE LENGTH C!� O qp LPl-3 LIGHTING PANEL LPL, CIRCUIT 3 GROUND ROD WITH TEST WELL G GREEN OR GROUND SWGR SWITCHGEAR OF THE IN-STRUCTURE PORTIONS OF CIRCUITS. BUILDING FLOOR ti{ Z O GD GROUND DETECTOR PLANS MAY ALSO SHOW HOME RUNS FOR LIGHTING, RECEPTACLE, Q WALL STATION GEN GENERATOR T THERMOSTAT, TIMER, OR TOTALIZER AND OTHER MISCELLANEOUS EQUIPMENT CIRCUITS. Q A., Tp LCP-101 ETHERNET DATA OUTLET FROM LCP-101, * GROUND CONNECTION WP ~ GFI GROUND FAULT INTERRUPTER TACH TACHOMETER C. SITE PLANS INDICATE THE GENERAL ROUTING OF UNDERGROUND J > T ETHERNET CABLE IN 3/4" CONDUIT 1 LL(!) Q L11 GLS GEARED LIMIT SWITCH TB TERMINAL BLOCK CONDUITS AND DUCT BANKS. CIRCUITS ROUTED IN UNDERGROUND OS DESK TOP STATION Z CJ CC LIGHTING FIXTURE POWERED FROM GOV GLOBE VALVE TC TIMER CLUTCH CONDUITS OR DUCT BANKS ARE INDICATED IN DUCT BANK SECTIONS H CO ❑'' DISCONNECT SWITCH F_CL LIGHTING PANEL LP2, CIRCUIT 2 #80 #8 GROUND WIRE TO TIME DELAY RELAY REFERENCED ON THE SITE PLAN. Q CC CO A LP2 2 (NON-SWITCHED) I01, H HIGH OP HUMIDISTAT TEMP TEMPERATURE D. DUCT BANK SECTIONS AND SCHEDULES IDENTIFY CONDUIT ,. CC Z F� Q ITT COMBINATION STARTER RH REMOTE HANDSET TM TIMER MOTOR SIZE CONDUIT MATERIAL, ARRANGEMENT OF THE UNDERGROUND Q Q. V LPA-4 A NC HOT CIRCUIT W W O WP TO TORQUE CONDUITS, AND CIRCUITS ROUTED IN EACH UNDERGROUND LIGHTING FIXTURE POWERED FROM HH HANDHOLE TRF TRANSFORMERS 11 LIGHTING PANEL LPA, CIRCUIT 4, !�4,,,' �a POWER PANEL SA HMT HIGH MOTOR TEMPERATURE CONDUIT. r^ UJ Q VIA SWITCH A SPEAKER AMPLIFIER HOA HAND-OFF-AUTO TS TEMPERATURE SWITCH (f) Q TSL TEMPERATURE SWITCH LOW LLI F- UNDERGROUND CONCRETE ENCASED LIGHTING PANEL HOA HAND-OFF-REMOTE Q E ELECTRICAL DUCT BANK I(BI HP HORSEPOWER TSH TEMPERATURE SWITCH HIGH F-V-•I LINE BALANCE ASSEMBLY HTC HEAT TRACE CONTROLLER TTB TELEPHONE TERMINAL BOX .4Z LLI _ UNDERGROUND CONCRETE ENCASED ELECTRICAL I I MISCELLANEOUS PANEL HWCO HIGH WATER CUTOFF Y m J BANK ROUTED BENEATH SLAB-ON-GRADE TG HZ HERTZ (CYCLE) UG UNDERGROUND CO LIGHTING CONTACTOR u TONE GENERATOR I/O INPUT/OUTPUT UH UNIT HEATERS Q INST INSTANTANEOUS UV UNDER VOLTAGE EE DIRECT BURIED CONDUIT UPS UNINTERRUPTIBLE POWER SUPPLY CCTV CAMERA (WITH DIRECTION SHOWN) 7 TELEPHONE INTERFACE IS INTRUSION SWITCH ' - GROUND CONDUCTOR V VOLTS J JUNCTION BOX JB JUNCTION BOX VA VOLT AMPERE - - EXPOSED CONDUIT SUSPENDED BENEATH SLAB IA- INTERFACE AMPLIFIER VAR VARMETER — K KEY INTERLOCK VLS VALVE LIMIT SWITCH KCMIL THOUSAND CIRCULAR MIL VM VOLTMETER SWITCH & OUTLET SYMBOLS INTERCOM JUNCTION BOX KV KILOVOLT VPI VALVE POSITION INDICATOR KVA KILOVOLT AMPERE DESIGNED: me S 120 VOLT DUPLEX VS VOLTMETER SWITCH SPL SWITCH WITH qq NOTE'WP=WEATHERPROOF KVAR KILOWAR DETAILED: AMA SINGLE POLE SWITCH PILOT LIGHT 17 DUPLEX RECEPTACLE 120 VOLT RECEPTACLE (UPS) H-HAZARDOUS AREA KW KILOWATT W WHITE OR WATTS CHECKED: AJT KEY OPERATED KWH KILOWATT HOUR WATTHOUA NETER APPROVED: AJT S2 TAO POLE SWITCH SKO SWITCH -e SIMPLEX RECEPTACLE ® DUPLEX FLOOR OUTLET Wy L LOW, LEVEL WM WATT METER GATE: DECEMBER 2013 S3 THREE-WAY SWITCH SXP EXPLOSION PROOF SWITCH TELEPHONE OUTLET LA LIGHTNING ARRESTER WP WEATHERPROOF RANGE RECEPTACLE LAN LOCAL AREA NETWORK WPI WEATHERPROOF IN-USE D 112 7 LC LIGHTING CONTACTOR S4 FOUR-WAY SWITCH SON DIMMF�R SWITCH . 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N07 r0 rULL SCALE PROJECT NO. 175069 E2 CONFORMED TO BID DOCUMENTS 74 OFE 141 1 I� r _ 1 , 0000 00 00000000 SPAAE TO . 1 0 0 0 0 0 0 SPARE TO 11 12 00000000 18 14 S2 $2 ,S P X E ATU 123 - i SPARE TO Y� S4 S4 $/ S4 S4 S4 ® ® LP 01 ® 000000 ® 00000 rte$ 'y „A ° l'i NRIRy 0 © t 1 SECTION 1 SECTION 2 SECTION 3 SECTION SECTION � W !� NO SCALE E2,E7 I NO SCALE 2.E7 NO SCALE 2,E4,E1 NO SCALE NO SCALE *i a 11 Si a i R 6 a `6 Eta ; g i 00000000 00 000 :,e'` =°r( if 2 2 2 2 8 8 13 13 13 13 8 8 7 o 00000000 00 0000 000 0000 00 ° 2 2 2 2 8 8 /3 13 73 73 8 8 18 S2 8 8 7 /3 13 13 13 8 8 � � 0000000000 0000 00 0000 73 13 73 13 0 0 2 ' U ----SPARE TO VL m 000000000 O S2 S2 S2 S2 S2 0000 S4 S4 S4 SO S4 . SWGR (TYP 6) r CB c at wo >-a n- SECTION 0 SECTION 7 SECTION 0 SECTION SECTION m a?3 0 NO SCALE NO SCALE E2,E4 I NO SCALE ® NG SCALE 7,E2 NC SCALE ger X C V o a�i 1: > J/�— as W 1r Y V op R _R CO DUCT BANK SCHEDULE Q W COND. NO. 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S R, PULL SECTION ►� \ `51-TSH- -6 • rr a■ -51-MSN- •ter I �r �1. ► FAN-5I-GOV-11 -7!7 FMY-5I-GOV-21 rw' -51-GOV-31 'r�0 -51-GOV-41 77 Jp ♦ (FUTURE) 4 ►♦ - _FNW-5I-ZSM-71 FNW-5I-ZSN•21 ■r� FMV-57•ZSN•31 ■■■■ FMV-57-ZSN•41 r (fUTURE) FNW-5J•GOV-31 ----- �4 �Q- �qr • ► /A FNW-51-ZSO-11 ■, FNW-51-ZSO-21 ■■f FNW-51-ZSO-31 It FNW-51-ZS0-41 ■, �, FNW-5I-ZSN-B1 • _poi ►� ��, FNWSJ•ZSC•11 ±�' fNW-51-ZSC•21 �� FNW-51-ZSC-31 '�� FNW-57-ZSC-41 1:: -51-PSH•40 �!: FNW-51-ZSO-31 . •1 ` ` E t i mom l rr rr PUMP ROOM ■ I I �� FMV-5I-ZSC-31 •1 -P 0.4 �� AR 1 AAIi 'RP IiAAI IAAI �� •1 yi • ►♦ to FMV-51-ZSC-71 ■�� �\ PI �� .ice ice, FM-51-PSH-BO ��• �� -` 111111 ► �� FNW-S,-PSN-70 �� FNW-5I-PSN-20 iSi-• H-30 ♦ FNW-57-750-71 ' 'u _:. - \: - 'r ( --- ( ` fNW-57-ZSO 80 FNW-5I-ZSO-07 ' ►• FN4-5I-FIT-71 I't)I rem II<)�A IeT'1 b�7`1 FM-51-ZSC 8O FIN-51-ZSC-01 •4 ,. --- - - _ FNW-51-ZSC 83 - - FNW-51-ZSC-82 _ - �, C 1 2 ` 1__- V- FNW-5I-2S0-82 ._ "_ r-"_ - ■ LO i4 a� C . -I ILIIi�7 :ii1: ►� ��� I ❑ BI+au.limit,:11,11: r._� i.il■Il —irk ► - - fNW-51-ZSO83 `1■ 1, 11 foz`_ �l 1 s II 1_Il i I -1- II IIl=11 NW'51 -' II Il it-11 11 1 _J 1 • i NW-51-FIT-01 �!� ►_ fNW-57-PIT-71 fNW-51---� P02-J7 FMY-5I-DF-t02 -51-.F-10 fNW-51-DF-104 s'ca, D17P-101 ► FNW5}-PIT-72 ■ Wa• 8� FMV-3I-PIT-O 4 ♦ DHY01-O7 FNW- 7-•F-1.1 IMMO= ���- ��� FMV-51-PIT-03 •4 V 1 *' Co- : CD-10' CD-11. FMV-5I-DF-103 0.S 3 t 8 ♦ DHP-707 R-- 1 P ■'1 I ► I1: 1 1 •♦ DISCONNECT III I FNW-SI-OF-104 DS FNW-SI-NS-01 4 m•♦ I"•� I 1 ' •1 � i C L ■► FNW-SI-OF-T01 0.S►• FNW-5I-CCTV 1 - = FNW-SI-NH-102 c-- ►!,_ O /0961.1 i�� niunl�u O ■__ _•� g �a ♦•����� �����:��Z• ��i��•���������• ��r�l 1�4►=12►'���1. . .�■r.it.����1����Y���►'i����l 1��1:�����7 0:1 mm as -103 05 ANTENNA 02 �� ., maim Il • I ► MV-51 123 4 +5i� 4• • OCU-105 DS E j4 1 #j o0 I-• •1-PIT-Of �1 m ■ ♦ I ► -PULL BOX FMV-5I-CCTV-02 FNW-51.Of-102 • ,�,�.. ` r II 1 DCU-104 DS ® ►' ♦ NOTE 2) FC-103 FC-104 FC-105 Y FNW-5I-EWH-101 1 ( ►41 ( �fMY-51-SMG-01 (ON CEILING) (ON CEILING) (ON CEILING) Cam'► . •4 - -51-PSLL-0 DCU-103 DS ( ►4 - •1 FNW-51•EUH-104 _ •4 DCU-102 DS E' r . 1 — i DCU-101 DS - - - - -- - - ♦ FNW-51-LCP-00 • FNW-5I-DF-105 4 r I ►♦, FNW-5I-RTU-723 41 1 �1 • HH-1 1111".' ELECTRICAL ROOM FMV-57-VFD-so I % �� co-1n FNW-5I-VFD-10 FNW-51-vfD-30 • MECHANICAL ROOM 1 E (NOTE 4) 1 �4 FMY-51- (FUTURE) 1 41 I4 © r ( ►♦IEGRP-91 (NOTE 3) I �' �I�1 fNW51•AIJ•B2 ♦ -1 �1 FNW-5I-AIT-8J Q ® 1 ►♦■HN-51- 4 FNW-51-0E-105 j4 - ► HS-91 STARTER ■' I ►4 FC-702 FC-TOB :. • FNW-5I-FSH-81 2 DCU-104 DCU-705 DCU-703 ♦.;E, (FRONT) (ON CEILING) ♦1 ■off. 0 M Q I ►♦ - (ON CEILING) �1 1 I ► FC-701 1 FC-107 ■:4 • I I *j EUH-103 (DU CEILING) 10101 r4 Cr)Q 1 1 t _ , I ► 4 • IRRIGATION • M4•51-TCP-101 I` „I~Z ► FMY-5I-VFO.20 FNW-57-VFD-40 FMY-5I-VFD-80 104 0�1■ FMV-5I-WH-101 41 CONTROLLER I Lll Q~-Q7 1 I 1 r ♦ FMV-51 -0 1► I ■ ►♦ • cjç.;.€I 00 1r fl7�. 1050 8Wa• ■S Oeu-,o3 OCU-102 OCU-ioi ♦O ∎ ■ j . . /► 0E i1 1 ►!i���1:�s:��:�������1:•=•! fMV-51-NS-a FMY-51-Lr-01 Lu a.a w? 1 III, FNW-5I-LP-01 /111 ''^�^ W LL vJ CC j FM1I-31-LP-02 0 I.-H a... fNW-51-LT-02 E FNW-51-NS-05 © a Ym P02-5,9,13,2,6,10 -- — Q DCU101-1 gk DCU102.1 DCU103-1 CONTINUED ON WI DCU104•1 DRAWING E2 DCU105-1 L CONTINUED ON DCU103-1 r---T1 z DRAWING E2 NOTES:' DESravED: NMi,3C 1. SEE DRAWING El FOR ELECTRICAL LEGEND 4,ABBREVIATIONS DETAILED: KIN AND GENERAL REQUIREMENTS. CHECKED: AJT 2. TERMINATE SPARE DUCT BANK CONDUITS IN PULL BOX WHERE APPROVED: AlT SHOWN ON THE DUCTBANK SCHEDULE. DATE: DECEMBER 2013 0 112 1 3. CONTRACTOR SHALL INSTALL CONDUITS FOR FUTURE EQUIPMENT (FNW-51-TSH-50, FNW-51-MSH-50, IF THIS BAR DOES NOT FNW-51•HS-51, FMV-51•GOV-51, FNW-5I-ZSM-51, MEASURE 1' THEN DRAWING IS PUMPING STATION - FLOOR PLAN FNW-51-ZSO, FMV-51-ZSC-S1, FNW51-PSH-50, NOT TO FULL SCALE 1/4" : 1'-0" FNW-51-VTP-50, FNW-51-VFD-50)IN APPROXIMATE THE SAME PROJECT NO. LOCATION AS CONDUITS FOR THE OTHER PUMPS. CONDUITS 175069 SHALL BE CAPPED AND STUBBED UP FOR FUTURE USE. C t 4. LOCATE HANDHOLE A MINIMUM OF FOUR FEET WEST OF EAST G 4 6 ` CONFORMED TO BID DOCUMENTS WALL AND TWO FEET NORTH OF SOUTH WALL. 76 of 141 J r V € 1 8 LT c i i RW MOTION SENSOR WALL MOUNT AT 8'-0' 2 . t 1 — WALL MOUNT AT 5" ABOVE GRADE PHOTO-ELECTRIC CONTROL FOR x'11; V L FTX (TYP OF 2) WALL MOUNT AT 1'-6" �•l m BUILDING EXTERIOR LIGHTING. 4L 1 (TYP OF 2) ABOVE DOORWAY -1 `�+ ►^ LP-2 LP-13 MOTION SENSOR LP 2 • �Q4,, MOUNT ON NORTHEAST CORNER 4S (TYP OF 5) 4• o OVERRIDE SIVITCH OF ROOF �4� ,I C1 LP-131 O WP� ) i ,�,C7 �4 h R P£ ∎N∎ A I►�*i ce•∎i♦�♦�rr♦i♦i0i♦r*L__..:t11 41♦1♦:♦∎•:♦��!—'►'�4/'♦' ItIt." "I♦Y41G'11♦'♦'♦'4/'..,__.I�♦4/'4►�♦♦4 —' l.�g •4 - n_ 1 ♦..J., 1�. - .�,.�. r r r r r r♦ .r r r r r r r ��.. r r r�.r r r�__..�.�r♦i r�r♦����r_�.-��■r♦r♦r♦r♦r♦r♦r♦i►r�.♦rte�_�_��♦r♦♦4 '� q M4 wP / I,.IL--6 �� {' ���- ICI WPIIOFI �� III W.� {� IIIWPI50F7 Lr S '..4. g_ ' N LP-1 "/GFI u ► •4 '- •►� LP-1 A LP-1 A LP-1 L' A A LP-1 A LP-1 A .4 ` uti ` 4 W q ,� 4 3 4 �- ,©. . 4 3 4 �4 I k It A e • 4 >•� ►1 r1 r.4 r1 f� ti ��"9. III(01-0 . . .. .M.II. Wei ...... 'V ♦• LP-1 A Pi1 LP-1 A ■■i 111 LP-1 It =■I II /7 •4- _ 4 ►• A' ■■ �.. ■.. 1 r•■ A 1 A ■■ LP-1 A (j LP-1 A )4 �. 3 3 '��� 3 4���i ©ilB�l f]�IBfa.- f 3 1111 3 3 •�• V m■ ♦i • �'� POI II �� ■.. PENDANT AT 10'•0' ►� • �i Q C ♦ , PUMP ROOM �! {{ w ♦� ��' t'I I AREA TYPE 4 '�)I ((TYF of 24) D FLOOR ��' ■ I .I �"��O S i■ 11 •�r •rr �r ■� ■■ ■ ■■ C•I• OZj` C8 S �' it I o Ei i�:li �!:�.:11 �!;!;=.!I I 1lllliil I 11 v 3:, III a ' iii"li i!`i'� I I ±J gM :I • LP-1 A LP-1 A -1 A LP-1 - LP-a• A 5..1 A LP-1 A P-1 A 14 WCl1 ♦4 ^ 1 _ 3 —�4.! w.r7a1, `� 7�, �I�IV 3 4 ■.4 W 32© ► �'�+ I �Xi i., , it 11 I 1 11�_j�II I II��j�il , o4 __ m • i I III III f i1,1'ZJI -� 11..,N II �4 • LP-29 WP P4-----it. "(IG__]� 'UGH "[IC__xS_ Wp LP•29 LP-1 Kp ♦4 _ 1 ►4 1 IWPI/GFI S3A1�1 1�1 Ili 1�/ S3A III WPI GFI '• S4A 4 r ' S.E' .^���♦ �����♦ .tom♦W M�Ae.A����CKE4:4���� 1 m— i:.♦ v4, �_ 1 i LP 4 1:**♦i4����41y�M♦�;���0_�11 I: +•:� 000∎�1 /,�:=' to ; 4 III 111 ♦ � 114{ 5' r r ♦ LP-3 B ' m— �4 �'S ♦4 j• r 4 n m— � I .4 LP2 Li 8 i 4 a ♦4 co — ♦j C7 CI �� ELECTRICAL ROOM — �, ��� J S` la i • e - 1P-a0 BARE COPPER TO�_ = _� = t="P �° =� i-11 METAL UNDERGROUrDTO c P ti WATER PIPING 6 ! FNW61•VTP-f0 I I I AT FUTURE PUMP I '_� - (TYPICAL OF 6) 1 I I ` BASE AND COIL 6 FT. 1, (TYPICAL OF 9)1 N !! tilt CAL OF 4) I 1 (TYPICAL OF 5) " .. .. Li I •'I I I I I I I I I 1 I I 1 I I I I I I I I I i I I 'A I __ _ __ _ 1 •• I_■_I� .� wt;•;.•���;•i .•M;•;..�.•�•;a•;+�_._''7. ,•� ;.*:ati i .*It:•;x0;•;•;*;0;•;;*,"""1-�-�xt;•A^•.,!— .•.•__•a i,_._ —�1•t.:•.mi i ix";•;•: .•i•:I_■_I.•-••♦< I t i m $ F.R ; jf lIl i 0 la ll li: • %• FNW-6I-VTP-f0 -61-VTP-60 NE -VTP-00 a " ti— $ o tee ►. �rjl (r) rt, 1-) /�1 I1 I •a I W t i AI MI_ • lk �! . 1 I `a ► � �N4/O 84RE COPPER TO •• ,are AIM, aM a, [4,...,__�' ;$,wNI. fair, ,.."r, a«.., METERING SECTION , "' .4 11:;S. ; ► ►e I��I t� l I��I t Iql I� :1131i! EUSERC APPROVED I ! /1 gar, ,rri Iwa1 r1Nlr !art /p\ UTILITY SERVICE I ►• 1A/ ■r ■a rlll. ■ PUMPEROOM ar 1N1 . e j ► mar ma= aa1 Rol• aai y�l METERING AND I ►4 IC MU ill MIMI Ill ' 1 w g y —l' • /�� .; AREA }YPE 4 �� PULL SECTION .1 ■( I I ��■ .. �' ` . .■ ., - , .. a "� w •, .W /► l8„ ii1 i.4A --� I .a ►. LORI Mal than Ural 1tI)I . .� .� • to I �� II ii 1r� Ewii % f .I�;OObi I -VI _ —fly. •i _�_ r - l -II I I/ -- u1 �� e + , �-i + ■ C� E + •' II I- - S 4, I ! r !i 11'-II I } 11'161111 I + -Nr--*--1 >12 1 •4_ ■x�I i Ir- �I Ir1,f'1 Ir-- R I NIX�i I v q •►� 108 ∎ /1, 71, D. .II II,/• Jl U, JI �< �1 • O 109Qi1 ' l1-1 1�1 11��al 1M Rt • •� J ! 1 •4∎4000w����t•�•I•m�• ,�����������4W•4WC41 I:�6����. , 1 rl•••�•:•••••••;••R•••4t 1:•••••�••41�(y•••�� i mm' u Nib$3 H7OOLE ►' ■ ►j 102 ► O•. 1.7 (/•i $• • ,11,■•1 1 i• ENE-ST-SWOT r 1 N4/0 847E COPPEA TO • _ - FMY-51-SN1T-01 (TYPT 2) ■ •$ .; == .j. I I • j•, ELECTRICAL ROOM 1 I MECHANICAL ROOM _ •∎ -1 ►• FNW-51-VFD-10 FNW-51-VFD-30 FNW-61-VFD-60 S 1 E'I+ I • ►•' (FUTURE) • < III %I 4 • ►a 116 GROUND TD :41 •1 ■i; 1-7/2• POTABLE Z I I $.1.":-..• (FRONT) •• •, Iti I-4 ti I i TI i i i•• I 107 •4 ■• _~I I l I O. Oi4 0 I O Q o I I^ I ►; FNW-6I-M C-01 FNW-6I-VFD•20 FNW51-VFD•40 FNW-51-VFD-60 104Q�a■ - .< I I11(/� r J • '� Q¢a �• 10fiQ� 17 �� T050�a ■ !4 Li1�� 00 ►.• f�■�1: .:∎∎∎∎∎∎∎∎∎∎∎.y •∎∎∎• •∎••:►.► .►xxxx.z:�•.2J�■�I..e�.4 taro = COPPER ►�-�ti dell.) rNG •!•.'•:•:•::•::•:•:•Ii ii• -442.I•I•11.1•1•14 1 IF (TYP) 1 i MEIT3 .4 . MEM. • ! FNW-61-LT-01 (/� Q LU Q. I NW-51•1.T•02 A4/0 BARE COPPER TO Q Z 1 FNW-67-VFD-20 W k O (TYPICAL OF 6) m 116 BARE COPPER N6 BARE COPPER / oRDUND ROD WITH TO LIGHTING T TO LIGHTING �I TEST HELL TRANSFORMERS P j _ - - - _ -11--1— - - TRANSFORMERS - — I— — / , .L\— i —I _ _ _ O,T/ STUB UP AT FUTURE N4/0 BARE COPPER TO DRIVE AND COIL 5 FT. viz' .4 ---- FMY 51-MCC-01 DETAILED: ` 1--4!.- , �V-. 1 /7,, CHECKED; APPROVED: DATE: 0 1/2 1 IF THIS BAR DOES NOT PUMPING STATION - GROUNDING PLAN NOTES: 1• FULL DRAWING IS NOT TO FULL SCKE 1/4' • 1'-0` 1. SEE DRAWING El FOR ELECTRICAL LEGEND 6 ABBREVIATIONS PROJECT NO. AND GENERAL REQUIREMENTS. 175069 R, E6 SHEET CONFORMED TO BID DOCUMENTS 78 OF 141 r t1 CONTINUED ON 15 DRAWING E2 - &' CONTINUED ON N4(0 TO UTILITY 04/0 TO DRAWING E2 NOTE 6 H,4/0 TO HIGH VOLTAGE TRANSFORMER DUCT BANK * .. .......44441111*111111.111111111111t NOTE 6--,N, NEUTRAL GROUND O = _= 06 TO FLOW METERS i ' COMPARTMENT — — — — — — — — _ ® (TYPICAL Of 2) Ot0 CASTLE 6170-PGE 2000R1VA UTILITY GROp ROD -._,--. ; ; PRECAST VAULT OWNED TRANSFORMER WITH, TEST g $$$ gg E WELL 06 TO PULLBOX E GAOL INO ROD $ 8 8 © WITH TEST WELL .. • �• PULL�• I SIN I g -N41oro wZy1 UTILITY�` TRANSFORMER _ __• p Wi1LL MOUNT- �+ '$�I CASE \ BELOW MATCH r• �'� \� //j i 3 FNW-51•NS-71 N. /� I N. low- / I p - (NOTE 3) I 2 y I I I VAUL 1 \♦ / \♦ i/ 1 I i13 ti NB TO LADDER I �'R'® 1 —� i I ° °L. i ♦ I FNW-51 °E- 1 ti MOUNT RECEPTACLES r r "4"Z-4-°.! -._„I.:.:, ,--, I DIRECTLY BELOW CEILING !�LP¢0 WI`l .TE 7j\\� •! \ / ! !J \\b w ° NOTE 6 ♦ Lp. Lp_g' "4 FMV-5I-LSH•01 .7.:.....46::. u1q,. 14/0 TO VAULT •AREA•TYPE 4 -E �EINUED O D CELL ,P M T O D �u g 0 GROUND (IN VAULT) f I SUMP • I I I FAN,51-SUP-01 _m_. •■� •1E11 I a ., ~ Ji 3' 3 GROUND ROD /�N4/0 TO LOW VOLTAGE FNW-5I-LSH 71 Y110 ITO AE GROUND ROD (JTYPrC4LOF3) — COMPARTMENT — — — — ( (TYPICAL D' 2) — (TYPICAL Of 3) '+'-�fyQ` 7j¢ UTILITY TRANSFORMER VAULT PLAN y.,. ) 1 1 1/2• = 1'•O” 1 t - - MII- = RD I VG1 d C METERING VAULT PLAN Q 1/2" = 1'-O" W o m . >7 C EL 114/0 GROUND TO �N4/0 GROUND TO ENGINE 14/O GROUND TO '' ENGINE GENERATOR GENERATOR NEUTRAL FOUNDATION STEEL GROUND ROD WITH m A CASE (TYP 2) (TYPICAL 5) TEST WELL d I 04/0 GROUND I ell co TO HM-2 I i — Q 0.0 CC ENGINE GENERATOR — I 1.4_ti j FNW-5I-EO.91 1 CC Is I — Q� ( Wa4 w CD ''�^ W W J N07E 1 vJ W 1 U O ® I r �� I OI—~ �� FNW•5I-NS-91 I W 0 PULL 80X Q m (NOTE S) GENERATOR LOCAL NOTES: CONTROL PANEL 1, E—� 1. SEE DRAWING El FOR ELECTRICAL LEGEND 6 ABBREVIATIONS `I CONTTINUEEDEON I I--I _ — — �� — — -4 I AND GENERAL REQUIREMENTS. 1--}122'.. GENERATOR POWER 2. SEE DRAWING E13 FOR PANEL AND LIGHTING FIXTURE PANEL I SCHEDULES. NW-51-PP-91 3. CONTRACTOR SMALL INSTALL INTRUSION SWITCH AT PATCH. 4. LOCATION OF GENERATOR CONTROL PANEL AND POWER PANEL DESIGNED: RRN„C r 4ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE LOCATION DETAILED, ION • • OF CONTROL PANEL WITH GENERATOR SUPPLIER FOR FINAL alEC4ID AJT• CONDUIT STUB UP LOCATIONS. APPROVED: ALIT 16 GROUND 711,,--' _-- DATE: DECEMBER 2013 5. TERMINATE SPARE DUCT CONDUITS IN PULL BOX, PULLBOX GROUND ROD 0 1/2 t _ _ _ _ _ _ _ _ (TYPICAL 4) 6. TRANSFORMER GROUNDING RING SHALL BE PHYSICALLY IF THIS T • — �— SEPERATED FROM THE BUILDING GROUND RING. DUCT BANKS TO MEASURE r^ THEN DRAWING IS THE TRANSFORMER SHALL NOT BE PROVIDED WITH 14/00 AS NOT TO FULL SCALE SHOWN IN THE TYPICAL DUCT BANK DETAIL. PROJECT NO. 7. CONTRACTOR SHALL INSTALL A NON GPI RECEPTACLE FOR SUMP 175069 . ENGINE GENERATOR PLAN PUMP USE ONLY. CONTRACTOR SHALL INSTALL A SIGN ABOVE E7 t 3/8 =1'-0" RECEPTACLE WITH 3/4" OR TALLER BLACK LETTERS ON A e ` CONFORMED TO BID DOCUMENTS WHITE PHENOLIC BACKGROUND FS STATING P THAT THE OUTLET IS 7e o i4I i "NON-GFT RECEPTACLE FOR SUMP PUMP USE ONLY". t's k r's 80V,3200A,3-WIRE,3PH,60HZ,65KAIC,SERVICE ENTRANCE RATED • g 3 I I i B $ & ,52F1 -152E2 1\52F3 T52F, 300AT 800AF ) 800AF 800AF ) BODAF ) ty . AFRM I AFRM I AFRM I AFRM 1 a '' 4 W NV v N.C. ,N.C. ,.N.C. N.C.v I `R e----• / R k111 o 5V4201-4:(2)344/0,2420,(2)2" SWG01-5:(2)344/0,2420,(2)2" SWG01.8:(2)3#4/0,2420,(2)2' I1 I^' O m / � R ti i ; ° zg'RN.. FNW ° -5I-VFD-10 FNW-5I-VFD-20 FNW-5I-VFD-30 W N N N N " ,- •w 8 0 A M a VFD 10-02: VFD IO-03:9474,1" `, / VFD20.02: M20-03:9814,1' / VFD30-02: FD30-03:9#14,1" rt a / 2#12,11120,6474,1" / - / 2M 72,0120,6414,1' / ,! 2412,4120,6414,1" a y e i i i kkg 1 ii i . , . U tl U a U T i AQ"y• ��'' r. N q tl tl O N tl tl 4 O N tl r N 4 tl tl 4. 4 tl tl v N N try O tl tl N tl tl tl tl OD M M C ; ; h = ; ; {.) ; . ^L ; ; ; M ; M ; G ; ; ; a ; „ ; M �Z •N ti ~ � • D J N N N N 4:,)N N N N N N N O N N N N i, N N N Q 4 N N N ¢ It V TSH ® ® ® ® SC 0 is NS SH © € gi s SD , TSH HS El ® SC ., ZSO . t,, og 2 O 2 O ^ ^ 8 R R R N N V 8 R R R R M ; ; N § O N N 4 !3,. d N N 0 p,' d 1-- ..., `f a > i i N N N C _, /� p N h N N h h N N Mf h N > h N N H h h N n YI ; ; ? NI ; h h N h h N 'n MI n > 3 Q > •SWITCHGEAR FNW-51-SWG-01 m m a • 0 4-4 80V,3200A,3-WIRE,3PH,60H2,85KAIC, SERVICE ENTRANCE RATED • i Nr. op B NT . ) 7500A T:)2n D I a POWER SPD METERING AFRM N.C. FAIN-SI-PM-1 SPD J j n " I.o-I52N1 -r52G1 ;S Q \/- AUTOMATIC 25 3 CC § AFAR 3 N C. O CONTROLLER 'II) 0AF Q `L ti ' , O 0 \ 0 O 0 (NOTE 4) v N O. Ve O CO l or I/P I ,.--.,3 Co¢ g c '—LL� L =Is- CC F.- �Q 7-1:8(3-500KCMIL 0 0 0 M LL!(O Q H 1-500KCMILN,4") SWG01-2:4(3-500KCMIL, I- H 2 c 2 c 2 NOTES: a.a. Lu } ° I. SEE DRAWING El FOR ELECTRICAL LEGEND 8 ABBREVIATIONS AND CO Q Lll W E.U.S.E.R.0 / GENERAL REQUIREMENTS. O W I� OZ APPROVED UTILITY 1 - 1 cEi Q Z / M -+ °� 2. BREAKER SHALL BE SIZED BY SPD MANUFACTURER SERVICE METERING C w W 3 O AND PULL SECTION �- C ¢ � —3 F- 3. CONTRACTOR SHALL INSTALL VFD CABLE FROM VFD TO PUMP. Y m co 4. THE UTILITY SOURCE SHALL BE CONSIDERED THE NORMAL SOURCE. THE Q STANDBY ENGINE GENERATOR SHALL BE CONSIDERED THE EMERGENCY SOURCE. THE AUTOMATIC TRANSFER CONTROL SHALL AUTOMATICALLY O SELECT BETWEEN THE BEST SOURCE AVAILABLE. SEE 16345 FOR COMPLETE SEQUENCE OF OPERATION. 52N1 AND 5201 SHALL BE ELECTRICALLY LOCKED SWG01-1A:8(3-500KCMIL, TIME EXCEPT WHEN EPERFORMINGCA CLOSED TRANSITION.BATCL HAL ED AT A L 1-500KCMILN,4") ¢ STANDBY ENGINE GENERATOR SEND START COMMAND TO ENGINE GENERATION UPON LOSS OF UTILITY Z FEW-51-EG-91 POWER. TIE BREAKER 5271 SHALL BE MANUALLY OPERATED FOR DESIGNED: RAS, JC UTILITY OWNED f ) I 12QOAI ) 1 00Af 800KW,480V,BOHZ, 3PH,AQUA,0BPF MAINTENANCE PURPOSES ONLY AND NOT PART OF THE ATC CONTROL SCHEME. DETAILED: RNA. 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NY 0( ARP 0 ry P. m Building a world of difference m ,1101 FW:FLDR: 175060....150.3040•Elactrioai Ormin0a 4. , ELECTRICAL Black&Veatch Corporation VTR�' FW'FILE, 17509-E0.a5 XREF1:D2RDER-u,a ~ ' SN�C ONE L INE DIAGRAMS II AND ELEVATION Portland,Oregon JAIES S#YED:CAS51073,0/13/2013 1:21:11 Pr XREF2:AJT-Orawon S.at.e y lEognal ONE: I/30/20141 PLOTTED:PLOP, l/28/2014 8:10:09 AN XREF3: y _ USER:FLE72713 I 080 VEA:JULYS XREF4: f F07000_PW 07061 I.' l FLAWS-51-SWG-01 — SWGO1 3' 6 ED' SURGE PROTECTION rn NOTE 2 DEVICE o �J� n FLAW-5I-DF-107 O 3P-3 A MCCO1 1:3N 12,N12G.4N 14,1" 1 1—\J—• FMV-51-DF-102 O 3P MCC01-2:3#12.#12G.4#14,7' II S t• N m FNW-51-DF-103 O 3P-30A MCGO1-3:3#12,412G.4#14,1" -7 II_5 N A O 3P-30A - MCCO] 4:3412.412G,4414.1"•\ - —I ,�S 1"• 1 FLAW-51-0F-104 a m 0 C N b Y SPARE --I _[—Sb-• �J N a JN N m 45KVA 480V-120/208V 3-PHASE,, 60HZ LIGHTING TRANSFORMER t MCC01-5:3#2,#8G,1-1M" 3P 706 FNW-51-LT-01 )`y LIGHTING PANEL MCC01-5A:4#2 0 460 2" FNW-51-LP-01 m S O a -1 o ZE C) U1 2 45KVA 480V-120/208V .. 71 3-PHASE,(60HZ n r0 LIGHTING TRANSFORMER t MCC01-8:3#2,#8G,1-1/4" ,3J, (0 • FNW-5I-LT-02 jl} ` C) m � z m 20 LIGHTING PANEL MCC01-6A:4#2/0,#6G,2" 1 FNW-51-LP-02 . ° § 0 TO HH-2 FOR FUTURE CHEM BLDG [ MCC01.8:EC,2' 3P 100 �. w n FMY-5I-EWH-707 30) MCCO1-9:3W72.#72G.314' 3 o Li w FMV-51-EUH-101 MGCO1-10:3N 12.#12G.3/4' 3v• w m FNW-51-EUN-102 NOM-11:3#12.#12G.3/4" 3F 15o N -, • O m m ^7 ry `qm to Wm FNW-57-EUH-103 "/• m a MCC01-12:3#12,N,2G,3/4" 3. 15 n 0 - r H C) r m 1v O m 1 o VI T '� ^+ MCCO] 13:3#12.#12G.3/4" 30 15 1' mb FNW-51-EUH-104 � ��• m -' a) o r-- x m T 2 Z yr SPARE 3`�� 0 ° g m n n a h m co Q a 11 .m 01 m 6 8i m a < n m SPARE 3P 20 ti m D C� m `-/ C y Z m Co Co w 0 w,w w w o, w w ro �. ■-■ x c� 0.m o ° m n C- C.) ° m 0 ,�, Zt SORD TO GROUND RING ill 4410 GROUND / C Kv i m Z XzF, LAKE OSWEGO - TIGARD �� g o o' o o WATER PARTNERSHIP cz-a,l NEf- N m :, ° @" g BONI TA PUMP STATION BLACK & VEATCH � m�.l n t 5 Z m -- DATE REVISIONS MO RECdO OF ISSUE NO. BY (x Iir _ Z , Building a world of difference- DRfGoN y O all v y y `ig .�O PII:FLOR: 175069....150.3040-Electrical Drawings a ELECTRICAL Black&Veatch Corporation ��5' FW FILE: 175069-E10.04g _X/EF7:801WER-On9 • — 21 " Punim,d,0.eyon ONES SAVED:FLE72773, 1/27/2014 2:07:52 FDA _ XREFZ:MIr-Oregon Seal.dg MCC ONE-LINE DIAGRAM AND ELEVATION OWNS RUE' 6/30/20141 PLOTTED:FII-M, 11n12074 8:32:00 Al XREF3: m USER:FLE72713 TONG VDU 3ULV10.I XREF4: FD7000 PM 07061 r 1 120VAC FROM rpm 51-LP-01 LP01 it:2#12,M12G,3/4' FNW-5I-SNG-01 L_CP001_-1:2-CAT6,3/I" - _ - (ATC 8 FNW-51-PM-10) ENGINE GENERATOR LCP001-2:CAT6,3/I` 0 LOCAL CONTROL PANEL LCP001-4:CAT6,314" EGLCP91.01:12014,1' FM#-51-VFD-10 Ft,W 51-RTU-123 EGL CP91 2:2-1Pq#165,1' n ig LW001-5:CA T6,37J' r- 0 Z -0 FMP-5I-VFD-20 _ t o m m th 2'2 LCPo01-6:CAT6,3/1' 1• --ii ti FNW 51-SWG-07 EGL CP91 03:6#14,3 N' r o 1 r'-m FNW-5I-VFD30 - n on (ATC) °z r a 0 O L CPo01-2: ^D ID FNW-5I- 40-40 LCP001-7:CAT6,3/4" y 11'1 O FNW-5I-LCP-007 - Z' ',?-' O� o a) L) 2 mr O LCP001-B:CAT6,3/I' Or m ESTOP E LCP97 06:2#14 3 4" - it v (NW 51 VFD 80 C iD FNW-5I-HS-91 Z LCP001-9:CAT6,3/4" Z O O 177 CCTV CAMERA -+ D3 FPm 51 CCTV 01 R7 ti (PUMP ROOM) 1' m so � CCTV CAMERA LCP001-10:CAT6,3/4" R7 FNW-5I-CCTV-02 m (ELECTRICAL ROOM) 1- 11'1 LP01-8:2012,012G,3/4" LCP001-11:CAT6,3 14" 120VAC FROM FNW-51LP 01 •••• FM#-51-RTU-123 - - T 'noy Z ry zm LCP001-12:PULLSTRING,3/4" * C FNW 51 WU 123 RTU 173.18 v, + FMY-5I-VFD-50 m (FUTURE) m L r- - C) � SARTERS CONTROL NOTE 2 a m, 10 ---- DAMPER THERMOSTAT, FTC. 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FNW-5I-NS-97 RTU723-29:2#14,3/4 0 ® 4J `RTU723-03A:MFR SUPPLIED FNW-51-FE-01 C4BLE,3/4' EGLCP91-01: FMY-5I-ZSO-01 ® RTU723-04A:2911.311" ENGINE GENERATOR LOCAL CONTROL PANEL FNW-51-ZSC-01 RTU723-048:2#14,314" FNW-5I-EGLCP-91 _ EGLCP91-02: 0 a w, RTU123-32:4#14,3/4' FNN-5I-FACP-O7 a 1 RTU723-05A:1-1PR#185,3/4' FNW-5I-PIT-02 y RTU723-058:1-1PRN16S,314• N OPERATOR INTERFACE El RTU723-31:CAT8,314• FNW-5I-PIT-03 a TERMINAL FNW-5I-OIT-123 a ro N O FMY-5I-VFD-80 RTU723-06:12#14,2-1PR#165,1.114' fMV-51-FSl-81 no RTU723-07:2#14,2#14,#14G,3/4' s RTU723.08:2#14,#14G,2#14,1-1PR#16S,1' FMV-5I-AIT-81 ". `\MFR SUPPLIED CABLE, 3/4' FIN-51-AE-81 FTI FMr-51-AIT-82 .?. RTU723-09:2#14,#146,2#14,1-1PRE16S,1' ti O MFR SUPPLIED CABLE, 3/4' ENN-51-AE-82 ITI FMI'-51-ZSC-81 N RTU723-10A•2914 314' FNW-51-ZS0-81 {l RTU723-108:2#14,3/4' �� ati lo(0 ao FNW-5I-VFD-40 RTU723-11:12#14,2-1PR#16S.1-1I4- FNW-5I-ZSC-82 (i7U723-12A:2#11,3/4• - FMY-5I-2S0-82 , RTU723-128:2#74,3/4' '2!'i''' • N CG T UI fN0-51-9FD-30 RTU723-13:12#14,2-1PR#16S,1-114' a C FNW-5I-ZSC-83 II RTU123-14A:2#14,3/4' c tNi N FMV-5I-2S0-83 ® RTU723-148:2914.3/1' GO �N co'? a a FMY-51-NS-01 ® RTU723-15A:2#14.314' y 4 ------RTU123-158:2#14,3/4' fNW-51-NS-02 ® 4 ~ -RTU123-15C:2N14,3/4' fMY-51-NS-03 FMY-5I-NS-04 ® RTU723-16:2#14,3/4' FNW-51-NS-05 ® RTU123-17:2914.3/4• HVAC CONTROL PANEL RTU123-18:2#14,3/4" FMY-51-TCP-101 fN91-51-VFD-20 RTU723-19:12#14,2-1PR#16S,1-1/4' FMY-5I-VFD-10 RTU723-20:12#14,2-1PR#16S,1-1/4" RTU723-21A:2014,3/4" FMV-51-250-71 1,7a1 N RTU723-218:2N 14.3/1' FNW-51•ZSC-71 ac _I' wW a4 •„b� RTU723-22A:1-PR#165"3/4" FNW-51-PIT-71 r N RTU723-228:1-PR#165,3/4' 1.‘ FMW-5I-PIT-72 y w co O .5°;,0, Z N 8 , a y FNW-5I-FIT-71 ,", RTU723-24:2N14.#14G.4#14.1-1PRN18S.1" D3 �agmy r r/C y7 E O r- R711123-24A:MFR SUPPLIED,3/4° it m o i 4 FNW-51-FE-71 E ymt m zb O h cmi m t' RTU123-25-2#14 314' TM+ FMY•51•LSH-77 Ij o Q ti n M CD m Fr-51-N$-71 l w l RTU723-26:2#14,3/4" O o ti g 'III RTU723-33:(NOTE 2),#80,2' O T 'Qe m ANTENNAS I O E T 9. O 2 1 II o y it: RTU723-28A:2#14.314' O y 0 m , Z RTU723-288:2#14,314' a,y : `-4 FNW-5I-ZSC-80 ® .N Cl) w"0.. CONTINUED BELOW 1 i - g LAKE OSWEGO - TIGARD 45,0) I s!i. a o WATER PARTNERSHIP 4'.4°"fF • A N m N 4' BONITA PUMP STATION BLACK & VEATCH • O Z W m c 2 . - MTE REVISIONS AND RECORD OF 1551E N0. BY Building a world of difference' :FLOR: 175069....150.3040-Electrical DreRl,p6 tO9. . ELECTRICAL Black&Veatch Corporation #�' PW FILE: 1/5069-012.Oe9 I9EF1: .0N9 m€-, RTU ONE-LINE DIAGRAMS P0t4-,d,0,e�, SAYER:CASS/OT3, 9/5/2013 4:26:28 PT XREF2:AJT-Oregon Seal.N. N IFIW.mI ONE µ' PLOTTED:PW-a^, 1/26/2014 6:09:44 AY XREF3: USER:FLE72713 [0116 YEN:JULY/0 XF4. 1 t .1 S PANEL8OARD: FNW-51-LP-01 BUS: COPPER MAINS: 3P-150A MAIN BREAKER i 'B t SERVICE: 1201206V, 3PH, 4W, S,N RATING: 225A LOCATION:ELECTRICAL ROOM PHASE `R ' PHASE 3 --®MOUNTING: SURFACE EMEEM® p d I LL ®—i ® LOAD 1= CKT N MEI LOAD 11111EZIEEZE ,E ®1 "LIGHTS-PUMP ROOM Ng 20 0© 20 =LIGHTS-BLDG EXTERIOR EGRESS 260 ' i l ® ?;LIGHTS-ELECT&MECH ROOMS = 20 ©� 20 mg RECEP-ELECT&MECH ROOMS 720 g g .. w ^ 4 A 720 RECEP-PUMP ROOM a 20 ©� 20 METERING VAULT LIGH75(AFCEP7 ® 8 a a:a a a LIGHTING FIXTURE SCHEDULE 150 '.DF-105 a 20 �m 20 FNW-5I-TCP-107 100 FIXTURE LAMP MTG-GT DESCRIPTION MANUFACTURER 3 750 ,1.A:;FNW-51-RTU122 a 20 9 10 20 FWW-51-FACP-01 100 1 .. F3278/SP35 AS NOTED ON 1' X 4 2-LAMP OPEN INDUSTRIAL FIXTURE, WITH LITHONIA ft�'•� 750 FNW.51-LCP-001 a 20 m® 30 SPARE q R 3 0 2900 LUMENS PLANS 10%UPtIGHT SLOTS, STEEL HOUSING, RAKED NAE10-?-32-120-GFA101S 2 w N -}, 1 WHITE ENAMEL FINISH, INSTANT START 140 r,? a Ph''" 4x"'. "^+G" i,+ h, LIGHTS-BLDG EXTERIOR FLOODS 20 ®m 30 SPARE ? ELECTRONIC BALLAST, 120V PM' 500 W,IRRIGATION CONTROLLER 20 20 =SPARE w / ° o F32TB/SP35 AS NOTED ON 1' X 4' 2-LAMP OPEN INDUSTRIAL FIXTURE, WITH LITHONIA 6:`,� Y 5 o 180 RECEP-OUTDOORS mi 20 mm 20 FNW-51-EGRP-97 100 i 6 p$, N l' 2900 LUMENS PLANS 104 UPLIGHT SLOTS, STEEL HOUSING, BAKED 9AF10.2.32-120-GEB101S-EL14 _ , b B 2 WHITE ENAMEL FINISH, INSTANT START SPARE a 20 19 20 20 =SUMP PUMP FNW-51-SUP-01 RECEP. 1200 ELECTRONIC BALLAST, EMERGENCY BATTERY PACK, SPARE a 20 ®® 20 ©WH-101 1600 ] w N N 120V ��py F32T81SP35 AS NOTED ON 1' X 4' 2-LAMP ENCLOSED INDUSTRIAL FIXTURE, LITHONIA J f�ti.;� 5000 DEN POUR PAIL FNW-St-PP-91 © 60 ®mas- 1500 .. $ 2900 LUMENS PLANS IMPACT RESISTANT FIBERGLASS REINFORCED 4DMW-2-32-120-GEBIOIS 5000 Nett; as®= 20 Elk-I-102 1500 3 k w 3 POLYESTER WAKKEDGWHITETENAMELOUFINISH,P 1�:wog 1 ''- aammaa- 1500 a o CORROSION-RESISTANT, INSTANT START pitta 540 RECEP-PUMP ROOM a 20 29 30 20 RECEP-ELECT& MECH ROOMS 640 k t A ELECTRONIC BALLAST, 120V - - _- ' SPARE a 20 ®® 20 LIGHTS-BLDG EXTERIOR SWITCHED 100 - ,� I F32 T81SP35 AS NOTED ON 1' X 4' 2-LAMP ENCLOSED INDUSTRIAL FIXTURE, LI THONIA SPARE a 20 ®m 20 �SPME .* •2900 LUMENS PLANS IMPACT RESISTANT FIBERGLASS REINFORCED NOMW-2-32-120-GEB10IS-EL1401V / POLYESTER HOUSING, SUITABLE FOR DAMP XIMIII SPARE a 20 ®m 20 •SPARE �,Q' 7Dr- 4 LOCATIONS, BAKED WT, INSTANT ENAMEL TINT SPACE aa®E1as SPACE • _ CORROSION-RESISTANT, INSTMT STMT � � - ELECTRONIC BALLAST, EMERGENCY BATTERY PACK, i,,SPACE aam 40 se SPACE s. c5y o a N 120V �z L _SPACE aammaa SPACE SEM 42TRT 1'-6" ABOVE WALL MOUNTED 42W TAT FLUORESCENT FIXTURE, LITHONIA �±ree� 3500K COLOR TEMP DOORWAY SINGLE PIECE ALUMINUM HOUSING, TEMPERED NTWF1-42TR7-120-ELDWC-LPI �4;��,`, rig"x°Fs R4a TOTAL "A' 12328 TOTAL 'A' 5550 ,t 3200 LUMENS GLASS LENS, HYDROFORMED REFLECTOR, FULL 1'Ar`3'.A,�If/M,' "s"°# TOTAL "B- 11312 TOTAL 'B' 4070 5 CUTOFF, SUITABLE FOR WET LOCATIONS, ELECTRONIC BALLAST WITH QUICK DISCONNECT, e : 7190 TOTAL "C' 9382 TOTAL 'C' OBI I u DARK BRONZE FINISH, EMERGENCY BATTERY PACK, TOTAL= 33022 V 120V _ c 26W QUAD TUBE AS NOTED ON CEILING MOUNTED 26W FLUORESCENT FIXTURE, 30% KILLARK Q a 1800 LUMENS PLANS GLASS-FILLED THERMOSET POLYESTER HOUSING, NNVPFG26XG W`6 !' 6 CORROSION-RESISTANT, POLYCMBONATE LENS, PMELBOARD: FNW-51-LP-02 BUS: COPPER > G CLEAR POLYCARBONATE GLOBE 6 GUARD, SUITABLE RATING: 225A I - O S FOR WET LOCATIONS, 120-277V PHASE SERVICE: 120/208V, 3PH, 4W, SIN LOCATION:ELECTRICAL ROOM PHASE 0 C.1 m 67W LED AS NOTED ON 70 WATT WALL MOUNTED LED FIXTURE, ALUMINUM LITHONIA V A' V.A. V.A.C' MOUNTING: SURFACE CKT M - LOAD VA" "B" 'C" Y 3 u a 4377 LUMENS PLANS REAR HOUSING, POLYCMBONATE FRONT HOUSING, AMP LOAD 1:1 OM �� V.A. V.A. V.A. - (",� ? POLYCARBONATE E, LENS, II0MA DRIVER, 1.30E E0 LED-30C-700-50K-MAIL T-SF-ODBXD ©®EN©m© LIGHT ENGINE, TYPE III MEDIUM LIGHT SPARE °C°'114 >n 7 DISTRIBUTION, DARK BRONZE FINISH, 5000K -.._ as©N11aa- a 06 COLOR TEMPERATURE, SUITABLE FOR WET LOCATIONS, SINGLE FUSE, MVOLT OCU-101 ©m© 6 m©• m m 2500 - aaa_aa- , 2500 _ Miltill* m NONE AS NOTED ON COVERAGE, MOTION 270 NEW.200 120-W DCU-702 © 30 9 10 30 ©DCU-106 MS CONTROL BASED ON DAYLIGHT LEVELS VIA MIN- MININIImmaa- 2600 LIT ADJUSTABLE LIGHT LEVEL SETTING, SUITABLE FOR 2500 DCU-103 © 30 ®mm©FC-101 200 WET LOCATIONS, ARCTIC WHITE FINISH, 120V ®" • s• 11131• • RED LED 7'-6' ABOVE DIE-CAST ALUMINUM SINGLE FACE EXIT SIGN, RED LITHONIA MI MI ® 30 m•1:11®© 1 200 EXIT FINISHED FLOOR LED LETTERING, MATTE BLACK BRUSHED ALUMINUM FLOC-1-R-ELN OR AS NOTED ON FACE, NICKEL-CADMIUM BATTERY, 120/277V 2500 - as 19 20 as- 200 .,=��1 PLMS 200 FC-105 ©®®®®©PC-103 'I'' ' 5 ' 26-42TR7 AS NOTED ON CEILING MOUNTED 16-42W TRT FLUORESCENT LITHONIA o. aammaa �■ 3200 LUMENS PLANS FIXTURE, TEMPERED GLASS LENS, GALVANIZED NLPBFN-26-24TRT-8LFB73-MVOLT-EL ©®®®®© G5 JUNCTION BOX, SUITABLE FOR WET LOCATIONS, 200 FC-106 PC-104 200 '. CI: UJ 8 ELECTRONIC BALLAST WITH END OF LAMP LIFE ®" 00® 00 WCZE cw' z -J PROTECTION, BLACK FINISH, EMERGENCY BATTERY `l FC-107 ©® 29 30 m©SPARE Q.O O PACK, 120-277V aammaa- ,.-.. _ - SPARE ©®®m®©SPARE # C/)Q 1- aam36aa- CZI--- ,,it%SPACE aam�aa SPACE 1 Z Cr) •U CD _ �'-SPACE as 39 40 as SPACE _ 0_ ti H -SPACE aammaa o a Z IC-.3 7700 TOTAL "A" 13300 TOTAL "A" 5600 }; � Q q 0 TOTAL "8" 11000 TOTAL "B' ®" Q _w,7 J 7900 TOTAL "C' 13300 TOTAL 'C' 5400. LU CI TOTAL= 37600 O w 2 Yam a Q Cl. , —J DESIGNED, RR9,JC _ DETAILED: RUA CHECKED: AJT APPROVED: AJT DATE: DECEMBER 2013 0 1/2 1 NOTES: 1. SEE DRAWING El FOR ELECTRICAL LEGEND & ABBREVIATIONS IF THIS 84R DOES NOT AND GENERAL REQUIREMENTS. MEASURE 1• THEN oMw IS NOT TO FALL SCALE E PROJECT NO. 175069 t E13 CONFORMED TO BID DOCUMENTS SHEET 85 OF 141 f / 160;1;01? I 2 5 ism CPT �1 120V p i120VAC CONTROL POWER FROM VFD 720VAC LPO1-18 *• f VFD • ON GEN p T P FROM. (3 POWER FROM ATS 8 CR8 A1♦ SS1 LOCAL S�RT STOP CR3 CRI f-STOP • ® RUN 0 ~ IF . •• 4: T 2 CRS o M 0 • A2 • yV Rii SS1 REMOTE ~RUN START PUSH BUTTON RUNNING § R • 't{ • ii –I�– ® SEAL IN Q •� 3 4 M 8 I. STOPPED • R3 • II 3 CR6 Gov.17 �� 8 ._____H ®• OPEN VALVE O MOTOR OVERLOAD • R4 • B • CO • Rs • /-. kg M AR• —I�•SPARE - S n � ISO-11 •--}��SPARE 411)p_ 41 Re � w^ _____ DF 101 - '- i!t W (SIMILAR FOR OF-102,DF-103,DF-704) ® l' SS2 ALLOW GENERATOR KEY ON - Mt 1 2 GENERATOR ALLOWED A7 R2 M7–I�• TO FNW-51-VFD-70 •--4�� TO FNW51-VFD-20 T03 CR2 RESET ♦' - • • • Al R2 R 1j•0, 1! JX180 SEC 120VAC •--T}—a TO FNW-51-VFD-10 ••—}{—a TO FNW-51-VFD-20 W� - LP-13 R3 R4 ; II VALVE FAIL M�-1�• TO FNW-51-VFD-30 M�-1�• TO FNW-51-VFD-40 �! `�y i�! (A 7 • ALARM LIGHT WIERRIDE MOTION •,. -- f�. 7�� SWITCH "F" SE+o- R3 R4 PSH-10 • - - BUILDING EXTERIOR •--X--21 TO FRAY-51-VFD-30 •– l • TO FMW-51-VFO.40 .lb • • e •� CO NUISANCE ALARMS • NORTH FLOOD LIGHT R5 RB _� TIME DELAY .---11----• TO FMV-51-VFD-50 MM___*_--• TO FM#-51•VFO.60 O OVERRIDE MOTION (FUTURE) i G TSH-}0__ SWITCH 'G" SE,IOR RS RB V m p • ••–�}–y TO(FUTURE) •Vf0•50 •–�}– • TO FNW51•VFO.80 y c BUILDING EXTERIOR (FUTURE) ~v= O SOUTH FLOOD LIGHT RELAY PANEL FNW-51-EGRP-91 >-.°W .a • ��TD�o • RESET LG J�10 SEC ® �a CR3 HIGH PRESSURE FLOOD LIGHTING —I I — • OR TEMPERATURE v 3 t ALARM LIGHT m ' CR8 O 5..-4 as 120VAC • H • [MOTOR SPACE HEATER' ♦ • 12OVAC I7 CO2 m LP-2 LIGHTING LP01-07 ( • CONTACTOR CI N1 1 A}– • STOPPEDD • FROM LVFD J�i y�C � 1 2 • 4:-.) •PE �i' �: • PUMP FAIL AUTO E,-L 120V y-.( 1 4 (a SS3 '"C �3 I4 FROM �( ) BUILDING GHTER7(XR 1 2 //`^ EGRESS LIGHTING LP-2 p UNSWITCHED CONDUCTOR /I FOR EMERGENCY LIGHTING • O SPEED I 0 •—I1 0 SPEEDATI/W RUNNING CONTROL SPEED BUILDING EXTERIOR EGRESS LIGHTING 4 O POTENTIOMETER •---{f---•SPARE TO RTU r - ETHERNET TIP DATA LINK ~co ti DF 105 1 W 4 8 TO RTU SPEED 4.20m4 TO RTU VFD FAIL O IZ i �g r r,RUNNING A7U FAOM RTU (y-- r SPEED 4-2dM' SWITCH DEVELOPMENTS LU a a. W IA,x2 •--I�� V CR2 r) VALVE FULLY OPEN CONTACTS LOCAL P QFF�HtNU1t CONNTACTS ALOW170ISALLON O¢Z SS1 7.2 x 7-2 x REMOTE CR8 5 3-4 x-B x 3 4 W 3 0 . S 8• TO RTU I. RUN COMMAND m CAB SS3 SS4 x STOP COMMAND !_1=, ;,aLY••4''� CONTACTS Po$I77OY rli.mmum 2REE GkT OFF CR8 CR7 - x 7-2 x 0-11—• TO RTU r-7." _ • VALVE FAIL ALARM 3-4 x 3-4 x (GENERATOR • ZSC-71 ALLOWED) x VALVE FULLY CLOSED DEVICE LEGEND 'DESIGNED: AM X • REMOTE FROM STARTER AND DRIVEN EQUIPMENT DETAILED: Kw O AT DRIVEN EQUIPMENT CHECKED: AJT p FROM RTU APPROVED: ART • AT NOTOR DATE: DECEMBER 2013 FNW-51-VFD-10 • FROM RELAY PANEL 0 112 1 (SIMILAR FOR FNW-5I-VFD-20,30,40,80 • AT TCP IF THIS BAR DOES NOT 6 FUTURE FNW-5I-VFD-50) NEASLME 1• THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. NOTES: 175069 7. SEE DRAWING El FOR ELECTRICAL LEGEND&ABBREVIATIONS AND GENERAL REQUIREMENTS. E1 4 �K ` CONFORMED TO BID DOCUMENTS 86 OF 141 l 1/2• k 1 . IS --THOROUGHLY CLEAN CONCRETE SURFACE AND I 1 114' (YIN) GALV STEEL PLATE DAMPEN PRIOR TO PLACING DUCT BANK. I 6 Z 1 x11•MINIMUM TO SUIT NOTE: REINFORCING SHALL BE COAT SURFACE WITH MORTAR PUDDLE OR i 1 S'1 0 CONTROL STATION AND PROVIDED FOR A DISTANCE OF BONDING AGENT. — Q CONDUIT FEED 5 FEET FROM THE STRUCTURE II-. 3/8 RADIUS (TYP) L' FINISH GRADE p 1' MIN 3' GALV CHANNEL - .,- .F 8• METAL WATERSTOP, gi! pm_� °'l ,l2'x a'X 9' (MIN) GALV BASE PLATE B' !pp( 12 GAGE, 4 SIDES WITH(4) 1/2' BOLT HOLES OW) o - 4' HIGH (MIN) CURB 12 N3 U BARS @ 12' iV a L• $ 4 •• iiiM �- OR EQUIPMENT PAD yy�� o $ R R R R • 4/0 AWG BARE COPPER i� `'•' 1 • I' (YIN) OAOUT / GROUND CONDUCTOR CONDUIT @6.. LEVELING NUTS Q BUSHING INI∎ RRR t 3 0 1 —EXOTHERMAL WELD CADWELO OR END ��� •� CONDUIT € Y _ SS EXPANSION / TYPE GTC-182Q BELL ---■ v I . 4 R BOLT WITH NUTS AND , WELD METAL 115 OR � �, p ,WASHERS (4 REQUIRED)' ',`, / APPROVED EQUAL 4 `. a ,% R TYPICAL CONTROL'SNYIOA M23�31 NTING DETAIL ,��• N5@8" ; g IA P I NO SCALE ` // i° �' • gWg e EXOTHERMAL MELD •1 `\ '��/,I/1 DUCT BANK OUTSIDE CONCRETE WALL. REINFORCING g o • CAMEL()TYPE TAC-2020 1`). DIMENSION. REFER TO STEEL FOR WALLS AND EXTRA as w WELD METAL 150, OR �� DUCTBANK DETAILS. BARS AT OPENING NOT SHOWN. a• - 1 ti APPROVED EQUAL 4/Ii/`I \ '\S TYPICAL UNDERGROUND 3N' x 10'-0' COPPER, g CLAD GROUND ROD '-EXOTHERMAL MELD CADWELO DUCT BANK ENTRANCE DETAIL 3 W H :::4/0 AWG BARE COPPER!�//�`� ���\`` GROUND CONDUCTOR TYPE XBM-2020 WELD NO SCALE 1 j\` METAL 250 OR TAC-2Q20 BILCO TYPE J-SAL N20 '+ I-WELD METAL 150 OR ALUMINUM ACCESS DOOR ; 'y-%i b APPROVED EQUAL ' 1 y �\�� WITH STAINLESS STEEL B' 314' CHAMFER (TYP) �-' TYPICAL EXOTHERMAL WELD TYPICAL EXOTHERMAL WELD tMAROaRE ONE BOLT HOLE, CODE t w GROUND ROD AT CROSS OR TEE CONNECTION COPPER, 800V CONNECTOR g ECTION TO DOOR TEE CONNECTION +�'-=•*=- Y rimii �� �•��� FRAME. -,, Y-� �ORAIN COUPLING = v •``1`v 0I�I�; ' #4 GROUND CABLE C� 0 #410 GROUND 2' MIN 1 1/2' MIN TO .. ,i ��\� CLEARANCE FORMED SURFACE, e ' �• �/,\t� FASTENED TO CONCRETE o CONDUCTOR A� BETWEEN 3• MIN TO M4 @72' AS REQUIRED FOR A Q (NOTE 2) CONDUITS EXCAVATION r EF,EN NEAT INSTALLATION W E TYR $4 GROUND CABLE c p5 BARS @ B' y1 HARGER PART NO. \ SQUARE TO METAL DEVICES �y�� G MAX SPACING \�_ ■ GAW121218HD i __;'5III1 __-BOND TO REINFORCING oE! p V �' 0 �\ CONCRETE • 8' DIA SUM• Y ? N3 U BARS �� . •{.. GRADE �W_� C) m m U.S @ 12'{T 8 B o� 1j2' MIN - 3' MAX + LAP B /` TO TOP SURFACE 0 . pq/0 GROUND CABLE v J \ • .x-11-11 TO GROUND ROD OR J- dJ•NOTE: II-.I GROUND RING CO KY] .� 7" YIN CLEARANCE • _�' .9=11' STD HOOK u I w BETWEEN CONDUITS x 0'-0• ill •-11-; WESCOl BLACKBURN B• m • • FILTER FABRIC . . . . ,, -11= CAT.NO. G6 R00 GROUND ROD OD AND REHABS uD ° .1 •-,11111. TO CABLE CLAMP ) UNDER GRAVEL CARLON HIGH IM- A _ S288 AND S289 � - �C"M� •'-11=11 2 CU FT GRAVEL POCKET SERIES SPACERS ', • •� _ � _ Mt •,;l•' -11 II 11= SOIL • ♦ �♦ I caDUrT • 'L GC II +.'. ��In i1ln. TYPICAL TRAFFIC RATED �;�— ; = � iLl �i= ELECTRICAL HANDHOLE DETAIL f e ife:.:J+/r'ZAKiifffed'dr7//�`. -:._-11.._� !III= NO SCALE 7/-//2.ca�rc re�eRI ,nU= it �i-410 AMC p UNDER SPACERS GRID CONDUCTOR NOTE 1: REINFORCING STEEL SHALL BE INSTALLED WHEN DUCT BANKS ARE --L 7 LOCATED UNDER ROADS, VEHICLE TRAFFIC AREAS OR CONSTRUCTION CRANE �- 2• PROJECTION UNLESS Z /� 3 M' x 10'-0' GROUND ROD TRAVEL LIMIT. REINFORCEMENT SHALL EXTEND A MINIMUM OF 10 FEET FROM CONDUCTOR FOR INDICATED OTHERWISE RIGID GALVANIZED STEEL �1 BEYOND THE BIND CONDUIT OF THESE AREAS. REINFORCEMENT MAY BE SECURED CONNECTION TO THE DRAWINGS PLUGGED COUPLING ~'I = ti TO INTERLOCKING CONDUIT SPACES. NOTE 2: GROUND CONDUCTOR SHALL MAINTAIN EARTH CONTACT THROUGHOUT RACEWAY GROUND V)Q I� THE DUCT BANK RUN. GROUND CONDUCTOR SHALL BE BONDED TO EACH GROUND I N PULLBOX OR EQUIPMENT CC~ ,J IL RING AT THE ORIGIN AND TERMINUS OF THE DUCT HANK ROUTE. GROUND ELEVATION TYPICAL GROUND TEST STATION FINISHED FLOOR 1 W CO Q 0 OR FINISHED GRADE CONDUCTOR SHALL BE BONDED TO THE GROUNDING SYSTEMS OF MANHOLES AND DI-• 1' CHAMFER Z C.)CO HANOHOLES. ••• (ALL SIDES) I•CL H TYPICAL DUCT BANK SECTION ling NO SCALE REFER TO STRUCTURAL DRAWINGS Q U Z FOR ANCHOR BOLT INSTALLTION W a a. W 1-1/2• MIN TO T 1!2' DIA ANCHOR BOLTS W/ MANUFACTURER'S AND ELECTRIC BASE REQUIREMENTS SS J HEX NUTS AND 1/4• X 2" S0 g„,\4; \�\�\� W FRONT EDGE OF RECOMMENDED .-O�Q� ")CC Q J WASHER WELDED TO BOLT HEAD �• PULLBOX OR REINFORCING STEEL UNDER G O\ 1/2' EXP. JOINT v J ENCLOSURE WALL CLEARANCE ► �• RIGID GALVANIZED STEEL \ W W MIN EVERY 20' OR MATCHING - /�, EQUIPMENT ROADWAYS (SEE NOTE 1) \ \' MATERIAL O U MANUFACTURER'S RECOMMENDATIONS VERTICAL STEEL �� PLUGGED COUPLING co i FOR EQUIPMENT VANISHED �/ 2' PROJECTION UNLESS ■ (ALL SIDES) W O [1: COLUMN \ ♦• INDICATED OTHERWISE ON RIGID PVC COATED STEEL c a �, RIGID PVC COATED m iNE DRAWINGS COUPLING r='" STEEL CONDUIT Na U-BAR V 2'-0' ` TOP OF n ` ' O J 3/4' 2 MIN CHAMFER TOP LAYER RfINF6 CONCRETE SLAB —a 6 +� : EXOTHERA4ll WELD (,ADWELD 1 AMMEMMEMMOM • I I • • I • • \ • 2'-0" RADIUS MIN I I I I I �, TYPE VBC-2D WELD METAL 150 �, ` IMIE (nP) •i I I I I I I I I I II I I r OR APPROVED EQUAL �\`//<' IC ExOTENSloN I�FANMIwIREDL I I I I 11 I I Tr T - GROUND CONDUCTOR ALGID PVC H;ntTED STEEL • - -�I��I�M--� Z • • DESIGNED, IGID • PRO TRANSITION COUPLING, RIGID .0. 19 N4 U-BAR @ i RIG10 PVC CMTID PVC COATED STEEL CONOIJIT DETAILED, R 4 MIN COLUMN BASE STEEL ELBOW, MIN 24' SEE SPECIFICATION REQUIREMENTS TO SPECIFIED MATERIAL (TYP) CHECKED: 5/B" BOLTS i y'� CONDUITS �1 �,►. RADIUS, UNLESS APPROVED: ANCHORS @ 2'-0' , PLATE AND/OR DRAWINGS FOR CONDUIT MATERIAL. ANCH 4 MIN , OTHERWISE NOTED. DATE. 0 112 1 TYPICAL DUCT BANK RISER CONSTRUCTION EXISTING FLOOR NEW FLOOR A11401:� SEE SPECIFICATION NOTES:REQUIREMENTS AND/OR CONDUIT ENCASEMENT IF THIS BAR ODES NOT COLUMN BASE DRAWINGS FOR CONDUIT 3' MINIMUM. 1 SEE RAWI G AEWIQUAEME CTRICAL LEGEND S ABBREVIATIONS M6tSIME 1• THEN DRAWING t5 ELECTRICAL EQUIPMENT BASE B. , MATERIAL. TRANSITION COUPLING, RIGID NOT TO FULL SCALE NO SCALE PVC COATED STEEL CONDUIT TO PROJECT NO. SPECIFIED MATERIAL 175069 NOTE: UNLESS OTHERWISE NOTED, ALL INDOOR FLOOR-MOUNTED ELECTRICAL EQUIPMENT, TYPICAL CONDUIT RISER TERMINATING E 15 t INCLUDING FREQUENCY DRIVES,, INSTRUMENT NETSD,TEERTC. SHALLCBETPROVIDEDUWITNLE TYPICAL EXOTHERMAL WELD IN CONCRETE SLAB WITH EQUIPMENT BASE SHEET 2.'g EQUIPMENT BASES. STRUCTURE COLUMN GROUNDING NO SCALE CONFORMED TO BID DOCUMENTS 87 OF 141 J ss r 1 VALVE & GATE SYMBOLS .8 —PROCESS CODE - DENOTES ASSOCIATED SYSTEM STREAM PUMP & BLOWER SYMBOLS f 'I AREA CODE - UNIQUE NUMERIC AREA IDENTIFIER VALVE: GATE OR OTHER IN-LINE VALVE: PRESSURE REDUCING Q VALVE: AIR-VACUUM m '1 \ \ ---FUNCTION/EQUIPMENT CODE - DENOTES ASSOCIATED EQUIPMENT ABBREVIATION TYPE NOT OTHERWISE IDENTIFIED (SELF ACTUATING TYPE) TTTT �' 11 --EQUIPMENT NUMBER - UNIQUE NUMERIC IDENTIFIER V'V VALVE: BALL, AVNIA=AMERICAN WATER VALVE: BUTTERFLY, DAMPER OR AAA-XX-BBB-YYY VERTICAL TURBINE PUMP MOTOR 1•�1 WORKS ASSCIATION LOUVER: IND=7NOUSTRIAL, VALVE: AIR RELEASE VALVE: GLOBE �1 AWWASAMERICAN WATER ' EQUIPMENT IDENTIFICATION DESCRIPTION SS.ST ASSOCIATION,STEE, SS=STAINLESS STEEL VALVE: CHECK SUBMERSIBLE PUMP PIPE SIZE - INCHES UNLESS OTHERWISE NOTED n STANDARD _S SOLENOID n HYDRAULIC ; lELECTRIC - - -- PROCESS CODE - DENOTES ASSOCIATED PROCESS STREAM 3 .!.. F.! n MATERIAL CODE - DENOTES ASSOCIATED MATERIAL ABBREVIATION c : 25 $ m o ss- PPP - TL ' L. 'PIPELINE IDENTIFICATION DESCRIPTION 8 -1",.1..!A t i E LINE SYMBOLS 3 S LL w t rc Rla• `; MAJOR PROCESS PIPING OR FLOW CHANNEL FLOW ARROW FOR PROCESS - SECONDARY PROCESS PIPING PIPING 2J32J,...„ MISCELLANEOUS PIPING CIEW PROCESS LINE GOING TO ��.`' gyp,ANOTHER SHEET o A 'E+_ .,,.,_ ,,,��.,"e�,. SCREENED LINE DENOTES EXISTING PIPE .- - a '- OR EQUIPMENT o MATCH SHEET NO. IDENTIFIER 6 • a - DASHED LINE DENOTES FUTURE PIPE ✓ Q- .- AND EQUIPMENT MATCH LINE NO. /'1%1-, _;C ELECTRIC SIGNAL 8 P1.45 PROCESS LINE COMING FROM ANOTHER SHEET INTERNAL 0 0 (SOFTWARE SYSTEM OR DATA ILINK)LINK ¶ V .PROCESS LINES CROSSING `B c (NOT CONNECTED) .2 W , O =p E. oa p 3 d 3 =U V m w S � m T � i W m it U • A m Z PRIMARY ELEMENT & FITTING SYMBOLS �' Cr O Q �-�--{ hi 1+ > d p PRIMARY FLOW ELEMENT: '� REDUCER - CONCENTRIC Y STRAINER - Y TYPE h =1 � �� mCO Ca ELECTROMAGNETIC V W C FLANGE - III QUICK CONNECT _FT_ THERMAL DISPERSION O TYPE FLOW ELEMENT v0 DRAIN - BELL-UP Q Z Q VENT O CCZ '- - FLEXIBLE CONNECTION PRIMARY ELEMENT: Q F- COUPLING j ROTAMETER CAP S a_a_ W (/) CC Q W L7 Otiti UI Yam .7 0 GENERAL NOTES J CL 1. IN GENERAL, THE PEID SYMBOLS AND DEVICE IDENTIFICATIONS ARE BASED ON INTERNATIONAL SOCIETY OF AUTOMATION, STANDARD PRACTICE ISA-S5.1 (1888). SOME MODIFICATIONS, ADDITIONS, AND ALTERATIONS HAVE BEEN MADE AS NEEDED TO ACCOMMODATE THE PROJECT REQUIREMENTS. 2. SOME CONTROL AND INTERLOCK REQUIREMENTS WHICH CAN BE MORE CLEARLY ILLUSTRATED ON SCHEMATIC DRAWINGS HAVE BEEN OMITTED FROM THE P8ID DESIGNED: TEB DRAWINGS. DETAILED: TEB CHECKED: KBV 3. THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND ABBREVIATIONS MAY NOT APPROVED: DIM BE UTILIZED ON THIS SPECIFIC PROJECT. DATE: FEBRUARY 2014 4. PIPING AND EQUIPMENT LEGEND APPLIES TO P&ID SHEETS ONLY AND MAY DIFFER D 112 1 FROM LEGENDS FOR OTHER SHEETS. IF THIS BAR DOES NOT MEASURE 1' THEE DRAWING IS HOT TO FULL SCALE PROJECT NO. 175069 I1 CONFORMED TO BID DOCUMENTS 88 OF 141 J r t 1 ZS INSTRUMENT TAG NUMBERS GENERAL INSTRUMENT SYMBOLS DIGITAL SYSTEMS INTERFACE SYMBOLS MEANINGS OF IDENTIFICATION LETTERS -- FIELD MOUNTED INSTRUMENT NOTE: REFER TO DETAILED SYSTEM SPECIFICATIONS FOR FUNCTIONAL DESCRIPTION. ALSO SEE I/O SCHEDULES FOR W FIRST LETTER SUCCEEDING LETTERS COMPLETE INPUT AND OUTPUT LISTINGS. wMEASURED OR READOUT OR OUTPUT $g INITIATING MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER INSTRUMENT MOUNTED ON 8 0 BURNER, VARIABLE 888 A ANALYSIS ALARM FACE OF LOCAL PANEL yyyy B USER'S CHOICE USER'S CHOICE USER'S CHOICE -,s; R , COMBUSTION C CONDUCTIVITY (ELECTRICAL) CONTROL CLOSED SINGLE INSTRUMENT HOUSING CONTAINING TWO `p \1�/ (OR MORE) INSTRUMENTATION FUNCTIONS DIGITAL SYSTEM 1i0 INTERFACE 1I t DIRECTION OF ARROW DENOTES h 3 3 DENSITY(MASS) DIFFERENTIAL WHETHER INPUT OR OUTPUT - $ o pp D OR SPECIFIC ' v+• S GRAVITY N E VOLTAGE (EMF) PRIMARY ELEMENT - t F FLOW RATE RATIO (FRACTION) V DISCRETE I/O i $ $ R i O USER'S CHOICE GLASS A ANALOG I/O R HAND (MANUALLY f H INITIATED) NIGH 'gam" B^^ INDICATE - CURRENT "6 ¢ 3 1p 1 (ELECTRICAL) 4 ' ff 0 J POWER SCAN S v! ' K TIME OR TIME- TIME RATE _ CONTROL STATION tt4eE SCHEDULE OF CHANGE rt L LEVEL LIGHT (PILOT) LOW oil b3)) M MOISTURE OR ApM MOMENTARY MIDDLE OR INTER- �,-. _ ��j HUMIDITY MEDIATE Z § a. N I� N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE .- T2 `l L A O USER'S CHOICE ORIFICE OPEN TAG NUMBERS AND ADDITIONAL DESIGNATIONS 6�f�� �. z (RESTRICTION) FIRST LETTER J-/,1. + E4 i P PRESSURE OR POINT (TEST VACUUM ' CONNECTION) u SUCCEEDING LETTERS O QUANTITY INTEGRATE OR INTEGRATE OR 31 =u TOTALIZE TOTALIZE V R RADIATION RECORD OR PRINT d LOOP DESIGNATION NUMBER �t S SPEED R SAFETY SWITCH W pq T TEMPERATURE PH �f.p a TRANSMIT „SEE INSTRUMENT QQ U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION FUNCTIONAL DESIGNATIONS OAS G U G V VIBRATION VALVE, DAMPER, AND ABBREVIATIONS. Y cLi o0 OR LOUVER (, a d i W WEIGHT OR FORCE WELL 7• X UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED 5 °D y EVENT, STATE, RELAY OR m.2 0 OR PRESENCE COMPUTE m DRIVE, ACTUATOR m Z POSITION, OR UNCLASSIFIED DIMENSION FINAL CONTROL ELEMENT FUNCTION DESIGNATIONS AND ABBREVIATIONS • INSTRUMENT DESIGNATIONS HAND SWITCH DESIGNATIONS ESP EMERGENCY STOP CL2 CHLORINE RESIDUAL LOP LOCAL-OFF-REMOTE Z 04 pH CELL RS RESET Cr O1.-, Q Mao GENERAL NOTES 1. IN GENERAL, THE PAID SYMBOLS AND CO co DEVICE IDENTIFICATIONS ARE BASED UJ CO O ON INTERNATIONAL SOCIETY OF AUTOMATION, POWER SUPPLY ABBREVIATIONS 1 SOME MOD• DIFICATIONS, ADDITIONS, AAND AS> POWER SUPPLY SOURCE LABEL. CL 0 NEEDE• DTTO ACCOMMODATE MHEE AS TOE HELP CLARIFY ANCI SSTRUMENT (D Q ' PROJECT REQUIREMENTS. OR SYSTEM FUNCTION. UJ S to 2. CONTROL AND BE INTERLOCK ILLUSTRATED O I--►-iR CWD ON SCHEMATIC DRAWINGS HAVE BEEN OMITTED FROM PAID DRAWINGS. w O J 3. THIS IS A GENERAL LEGEND SHEET. SOME m SYMBOLS AND ABBREVIATIONS MAY NOT BE Q O UTILIZED ON THIS SPECIFIC PROJECT. PIPING AND EQUIPMENT LEGEND APPLIES a TO PAID SHEETS. 4. PIPING AND EQUIPMENT LEGEND APPLIES TO PAID SHEETS ONLY AND MAY DIFFER FROM LEGENDS FOR OTHER SHEETS. DESIGNED: TEB DETAILED: TEB CHECKED: NOV APPROVED: JSM DATE: FEBRUARY 2014 0 112 1 IF THIS BAR DOES MDT MEASURE/' THEN DRAwINO IS NOT TO FULL SCALE PROJECT NO. 175069 12 CONFORMED TO BID DOCUMENTS 89 HoEF Tav J • 35 PROCESS CODE ABBREVIATIONS EQUIPMENT/PUMP/VALVE CODE ABBREVIATIONS AREA CODES m g FINISHED WATER FNW RIVER INTAKE PUMP STATION 01-05 d EQUIPMENT CODE ABBREVIATIONS PUMP CODE ABBREVIATIONS VALVE CODE ABBREVIATIONS 'SAMPLE SAM INTAKE SCREENS 01 COLD WATER CW LOCAL CONTROL PANEL LCP VERTICAL TURBINE PUMP VIP AIR RELEASE VALVE ARV PUMPS 02 STRAINER STR SUBMERSIBLE PUMP SUP BALL VALVE BAV `1 BUTTERFLY VALVE BFV MOTOR CONTROLS AND ELECTRICAL GEAR 04 p INSTRUMENTATION&SCADA 04 I 6 kt COMBINATION AIR VALVE CAV HVAC AND FACILITIES 05 CRYOGENIC GLOBE VALVE CGV RAW WATER PIPELINE 06 1 GATE VALVE GTV SITE CIVIL 10 0 GLOBE VALVE GOV BALLASTED FLOCCULATION 11 ^ H w.. PR£SURE CONTROL VALVE PCV OZONE CONTACT 12 �, , R PRESSURE RELIEF VALVE PRV " FILTRATION 13 CLEAR WELL AND FINISHED WATER PUMP STATION 14 '`4>< ELECTRICAL BUILDING 15 WASHWATER HANDLING 16 E ! 3 GRAVITY THICKENERS AND SOLIDS STORAGE TANK 17 c ^ o MECHANICAL DEWATERING 18 a OVERFLOW BASINS 19 0 0 CHEMICAL BUILDING 20 t4 4'o ° g OZONE GENERATION 21 ,8, I 7. LOX STORAGE AND CO2 STORAGE 22 OPERATIONS BUILDING 23 - R ADMINISTRATION BUILDING 24 SPARE FOR USE AT THE WTP 25-29 p FINISHED WATER PIPELINE 30-39 1 6 2 WALUGA RESERVOIRS 40-49 , - w 1 i ^ BONITA PUMP STATION 50-59 FUTURE 60-99 5 k Rj 0 1 b31 9 - d N N 0 so 1.' 3 Iti U H o Q W R >-a °o p U il Y3 °m da � C) a E J a1 CO W m Y V a 10 op m co Z C Q ▪ Q Cr ZC>) 00 2 a_Q O W (/) Q UJ ti F--i co J Yam Q o J 0 0 DESIGNED: TEB DETAILED: TEB CHEMED: Nov APPROVED: JSII DATE: FEBRUARY 2014 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 t 13 � g %. 90 S TO BID DOCUMENTS so E T 141 J p.cm'OF TIGARD . 4i >LU > I 1 ; 'N RTU-122 > > 6 yy yy 1 W Lu : : : • ; ..,� > L J C E . W Y G W W oho o 0 , , e e F-e a ♦ N • , , q■O O $ $ G W W W Y p O W x J J J J J u.LL > J J w _ w Y - ¢ P- W A. N - cut. b b b b+b 7,....#,..s bW CO b b b b W UW U a N W W ¢ g a w I!1 §q gig g w g g! o gg>g g gig g g g Z g W gg g g'g g gig g g g §L W a¢ W 0.,- 6 $ Y Y J J o o ' J tti¢~� A a ti5 Y$ $ 1 a § 1-0. tl 1 N n nti NJ N NN2J N h N W ti � p W N N6 4641 0O 00 N' 0 V'yn � m O aW k J n`"*O S J_ Ny $ 88 00 0C m¢i y, % aa C %O.' a0 .%1% NO qO E_ 1 gq GZ NNnl a1 J A N ZyI %1L, l'%'?aO %I�w ai a2 aLL y . t q m 3 $ ♦ ' 1 A A . ♦ ♦ SS` Y ? ? T ♦ n nO n in p f A r r , A r rT ♦ „ A A si" A�� . 1 ♦ A � n D 0 = a g. I I I I I I I I I I I I I I I I q " o L-1_1_-I-_L_1-J L_ _1_-I__L_l_J 7,�-ETHERNET 7/P at ETHERNET 7/P ; t R a ,,----ETHERNET (NOTE 5) f (NOTE 8) --: N— • a $g p NOTE 5 ,9, 6 . t R° r _ A ! I LOW OR RUN FAIL NOTE 5 4-"....,_,ALLOW i J OR RUN ..RAIL L �' S t� _ ' /HS\ /HS\ /YL\ /YA\ /ZLO\ I 1 a '�ti ..•Ili) 1 51� t,76--) 50� 50� 50� f•.- t IS START STOP START „TOP �� 1 +\,. �) ��`\ `t(,�50 PIO 1jj III N f1 .52, 50) s0) !f/9)y , ', FNW-51-VFD-60 I--- - - ANN-ST-WO-50j } I } I I 1 — --I--7—,--1 K I -L -L --1. -L -L - L -L -L I -1. -L -L -L. -L -L -L. -L. .L -L a.. -L .L .L ,L = i oN ON L IL L � 0 GENERATOR C GENERATOR ® POWER 46:C.,4,. POWER W c g. NOT ON 4111 J L NOT ON ,.= a GENERATOR GENERATOR �G V POWER ; r �- r Y ' -.. Y --r ?- 'Y ,, r -j- 'r i- '-. Y r Y Y "' -, 'Y "r -Y T. T. -T- 'T- r POWER W bC 3 • FIT 0 7. m 24VDC c of C w8 CAV-01 CO m Y a I PIT PIT • all 02 03 • TO PRESSURE • -a- t ZONE 410 '® CONTINUED ON ee ai! (NOTE 9) DRAWING I6 41 el) �� m. �I I I / 1 I . . 1 I� . 24"-FNW I . . . . 24' FNW 1 I 44 . C 15 I A BFV-07 hil BFV-06 BFV-80 FROM BPS PUMPS NO. 3 AND NO. 4 °UAL FLOW I n (NOTE 9) METER VAULT I V e I Ct 0 0, ..I.4 1...4 ,.., = ! ° L I / \ _ + _ _ _ _ I WATER QUALITY STATION ZSO¢' l ' 9 ) w r — 01--•CO DRAIN ASSEMBLY >, ESP j / ..1-...\ /�'�/\ rye r t.. I Z C'3 O n 3e , 52) /ppsso 7 PI• IJ zsu) 1 I F-a — zso VBM-02 ARV-60 80 ® © e atv-so /'``\ \so J ,si1 `�'\ ! N AIT CL2 °c ti TSH ZSC TSH r L-- ZSC _ Q' 24VDC (Z C . L �- `_T-J \_� a2 111 Oa CL 4 W 01 NOTE 8 , 60 - = L-- 61 © .. 8 �1 \50 I 1 l 61 ~ I ♦'�^ 01 SC © - _ • -� I `\\ .H ®CL2 vJ W CC~ '11111Z,, w a. I 1 L J 24VDC AIT Q H Q VW-01 A A 14"-FNW % I r}M--r____ 14'-FOGY J 81 Q Z H e Y I (NOTE 7) r J •H W CO a I ` 1 �i c , I PIT PSLL 1_7' 24VDC = J 1 01 01 1 BPS PUMP NO. 8 FUTURE . 40 1"-SAM VTP-80 BPS PUMP N0. 5 • Iv I 41 411010 W �•41 NC VTP-50 4 PCV•WI 24'-FNW �l 124 ...4-11011" n BFV-80 BFV-50 YD YD DEEMED: TES CI T INTERIOR HOSE FAUCETS L_ - J TO BPS PUMPS DETAILED: TEE 4 AND 3 CHECKED: KBE 30"-FNW I. ICI I. . . 8l IS APPRDEED: AM FROM PRESSURE 30"-FNW ZONE 320 (WALUGA) BFV-03 4. LOCAL CONTROL. DEVICES SUCH AS INDICATING DATE: D FEBRUARY$011 (NOTE 9) LIGHTS OR SWITCHES LOCATED ON VFDS OR ON P. ' 1-1/2"-FNW-CW EQUIPMENT MAY NOT BE SHOWN ON THIS P&ID. 8. ARE ROUTED THIROUGH THE INETWORK SWITCH LOCATED OIN THE THE TU 5. EACH VFD SHALL INCLUDE A TWO-POSITION IF THIS BAR DOES NOT lOr KEYLOCKED SELECTOR SWITCH TO INDICATE NETWORK RACK FNW-51-LCP-001. MEASURE,• tNEN DRAWING tS NOTES: WHETHER OR NOT THE PUMP SHALL BE RUN ON 7. A BLIND FLANGE SHALL BE INSTALLED ON TOP OF THE UNUSED NOT TO FULL kIALE B"-FNW }. SEE LEGEND ON DRAWINGS 71, 12, AND 73. GENERATOR POWER. ALL KEYLOCKED SELECTOR (FUTURE PUMP) PUMP BARREL. PROJECT NO. 1><1 �I I BONITA PUMP STATION 8. PRV SHALL BE PROVIDED WITH MANUAL BALL VALVES FOR GTV-03 2. PROCESS CODE HAS BEEN LEFT OFF THE TAG NUMBER. SWITCHES SHALL BE KEYED THE SAME. THREE 7506.9 DRAIN ASSEMBLY PROCESS CODE IS 'FNW" UNLESS OTHERWISE NOTED. KEYS TOTAL SHALL BEPROVIDEO FOR USE WITH FUNCTIONALITY AS DESCflI8E0 IN SECTION 15114. t 3. AREA CODE HAS BEEN LEFT OF THE TAO NUMBER. AREA ALL PUMPS SO THAT NO MORE THAN THREE 9. THIS PAID COVERS ONLY ON-SITE FEATURES. FOR CONTINUATION A eg CODE IS "51' UNLESS OTHERWISE NOTED. PUMPS MAY BE RUN OFF OF GENERATOR POWER OF THE PIPELINES, REFER TO THE MILTON COURT FINISHED Y AT ANY GIVEN TIME. WATER PIPELINES DRAWINGS. SHEET ae CONFORMED TO BID DOCUMENTS 91 OF 141 f 'CITY OF TIGARD RTU•122 'I' ' 6 i- g g g g w M j ja ¢ W W 2 z NN> N>> JWJ W O O C g+ 5 O aa U U N N Q UUU iu 1 1 ii > > QA Q Q Q Q Qh Q QW QQ Q Q V V V V V ^O O t•31 N n'1 01 of M1 0, n!�mQ q t7W of n, m, of •, > > Y! IW- ti 1_ 0 O $' �z g $ i pp pp pp ppH ON O o ppcp p p p 1 bz pp� pp pp pp pp pp§po ppff 6~pp pp pp6 1 / 2 8x g� �� ,F LU n .. .. W 2 20 20 21L 2 2 2 2i 2 2 2 2 2 2 2 2 2 2 2 2 2N 2 2 2 2 2 2 2 H .4.- CC >- W W O O > W F-zz zz W W W 4p- W W gyp- ((�3 J O J :43 2 ti W W H J y� O.� O � U O 6 U yy�� � !}�y, �y U �- 0 W WQ O 2 < O U QU Q$ Q W W C� 2W RI ■n H WH H t R �Z R N N W ? 4 0- > > 4¢ 4 H Q J Q J 4�yy3 yy4 4¢4H&L§. aa yys pply QQ aa= J aaq2 yy aa pp J yyyWy�� aa aa yy aa QQ pp= yWy3 aa p= 2 W WJ yW� Ny e LLW �O mLL N�0H 0 m 0 m m> m 1LL m� mW m &/ N4. mC7%LL GOQ mH m8 l➢>mO m kW 0�G6o Nj yyW NQ N NNa QNH pp �J �J nn NNa F- nn2W NNp ppO I O O a 4 42 4 LL H LL O Q 4. O R O 2 >- LL H %LL % %W %1%t m m Nk ■N∎ m; mH gH mO mJ 0J "�� I I I I I I I J ,I I , I I I I 6 I 11 II , I �1 ° L-1--L—J--L_1--3 • ♦ L_1-1--I--L-1—J • • • I I ° o W I I ETHERNET IJP • ETHERNET I,P ; ...•r�(NOTE 6) (NOTE 6) e e NIR,...... i ..,• • ,. , ,FIRE ALARM HVAC SYSTEM '.°, . • • CONTROL PANEL r CONTROL PANEL FNW-51-FACP-01 FMV-51-TCP-101 31 § g qq i 11 NOTE 5 ®L LOW RUN FAIL 1® NOTE 5 Alai LQR��FAI® L e , t ` E 1i S' MI 0 _ %� �f NV N. it &11), START STOP 1 START STOP 1 L RTU UPS ° 'Srl D ® ® — e TAH PAH ® '- 8 FNw-s1•uPS-rz3 d `- � III ® �P WO 1_- 1 3 f 1 . . �, - -4-7;,cc. ® FNW-5I-VFD-40 I ® N f � i 1 FNW-5I-VFD-30 ._ 53 t I } I I I f } + I I I 0 -L -L. I -L -L -L. -L -L -L -a L -L -L I -L. -L -L -L -1. .L .4_ -L .L .L c ON Q v GENERATOR ® i___ r- J .- (- a GENERATOR LU O POWER POWER >is 6 ooar; vO� NOT ON L L NOT ON t p GENERATOR ® GENERATOR Y 3 U POWER POWER V ti 1 •r r -r , - - r -r - - -- ,- • r - a I •1 ea I I I I I I mm' u I I I I I I • a I I I I I I i',0 m e H2c a O� < 14 I A I • ',a." • I . 'ILI • 24'-FNW ' . , 24' FNW �I . [A I re > TO BPS PUMPS BFV-61 BFV-82 BFV-83 TO BPS PUMPS NO. 5 AND NO. 6 NO. 1 AND NO. 2 1 / ... CC l i / i m a caO p ESA a ESP ® ~ I Z� �4. e Cn PSH PSH ARV-40 40 e e © ^Q ARV-30 30 e e © 0, FM N L-- ZSC . _ = L__ zsc r Q I- 41 © : g • 31 © : ..._144 O.. 4w • AI •• AI • CC/)CC Q I IZ,I IL • 14'-FNW 14"-FNW Y am Q J _ MK BPS PUMP NO. 4 BPS PUMP NO. 3 VTP-40 VTP-30 24'-FNW . 24" FNW I's, BFV-40 BFV-30 DESIGNED: TEB DETAILED: TEB _ CHECKED: KBV MEW 30'-FNW • NOTES: 30"-FNW • UMW a APPROVED: JOE DATE: FEBRUARY 2014 FROM PRESSURE 1. SEE LEGEND ON DRAWINGS 11, 12, AND 13. SHALL BE RUN ON GENERATOR POWER. ALL TO O AND 0 1 ZONE 320 2. PROCESS CODE HAS BEEN LEFT OFF THE TAG NUMBER. KEYLOCKED SELECTOR SWITCHES SHALL BE KEYED IF THIS BAR DOES NOT PROCESS CODE IS "FNW' UNLESS OTHERWISE NOTED. THE SAME. THREE KEYS TOTAL SHALL BE PROVIDED MEASURE 1 THEN DRAWING IS 3. AREA CODE HAS BEEN LEFT OF THE TAG NUMBER. AREA FOR USE WITH ALL PUMPS SO THAT NO MORE THAN NOT TO FULL SCALE BONITA PUMP STATION CODE IS "51' UNLESS OTHERWISE NOTED. THREE PUMPS MAY BE RUN OFF OF GENERATOR POWER PROJECT NO. 4. LOCAL CONTROL DEVICES SUCH AS INDICATING LIGHTS OR AT ANY GIVEN TIME. 1 75069 SWITCHES LOCATED ON VFDS OR ON EQUIPMENT MAY NOT BE 6. THE ETHERNET IP COMMUNICATIONS FROM THE VFD SHOWN ON THIS PBID. TO THE RTU ARE ROUTED THROUGH THE NETWORK 15 ti 5. EACH VFD SHALL INCLUDE A TWO-POSITION KEYLOCKEO SWITCH LOCATED IN THE NETWORK RACK SELECTOR SWITCH TO INDICATE WHETHER OR NOT THE PUMP FNW-51-LCP-001. SHEET �� \, CONFORMED TO BID DOCUMENTS 92 OF 141 f CITY OF TIGARO N. N ! RTU-122 a 11 IS I gg o 3 m m 1g g y PEA ff g 49 o aa y Wtlq 2P {Ay ZaP NI N N N N Ng N 4 N4 N N�N N N N N g g .-W...%.. .. .. N N W N N O N Q W - i 1 tl .1L_ L.,,i N� m m�m� 2 ; _ m� m % ml m2 a4 m mO m4 m= mg r.3 %. 04 m0 04 Lt Ei m0 0O LL�O 6W R�O = mti � �� Q 7 : 1 w A A w A w w w w w w w w w • w w • A A R R �_�_�_ �_i_� ■1■w■■w■ I I I I I I ■w•1w■ 1 . o ii a -- I__1_1_-I__L_1_-I ' c i • ETHERNET I/P • ETHERNET I/P a $ g (NOTE 7) (NOTE 7) it ,.— • • 1 $Ea � 0 • F ff .41 W k R lt14,3 NOTE 8 LOW LOR UN FAIL NOTE 6 L0 LOR RUN AIL 1. °3i i elk © © I'LL gbh © m o�, �% S ® 0 0 - 1 MP - START STOP ` 1 START STOP '� , el ® TAN PAH 1® w 1H1S ® iAH ® m v+ s� 1 A� ® NW 1 �l��j3 E��� g RS SC FNW-51•VFO.20 }, INIS 11 FNW-51-Vf0-10--, = chi c m I I I I f I t r + 5 o I I I I -L. -L. -L .t. d, -a. -L 4 I w ON I I c G GENERATOR® '1 >-!-= Q ( POWER � Nrf/ V NOT ON J 24VDC FIT V D ® C GENERATOR 71 g v POWER CAV-71 CO-- Y 1- --t -r -1-- Y 1- -r T 1 I v PIT PIT I a 71 72 Jr m • • ® ® TO PRESSURE '[ • ZONE 470 •I5 r 24"-FNW r ' (NOTE 8) A I 1101 I 24'-fNW ' I'll■Hilk. FROM BPS PUMPS 8FV-73 NO. 3 AND NO. 4 I CCONTINUED ON\ '1-,DRAWING 74 r I N ee ' B Cr X i• '-FNW Ell ry-73 ti FQ-R�O a Ra / DRAIN =is ti esP ® .°_ ESP ® ° FNW-5J-SUP-OJ ASSEMBLY � CO ry 0 ® PsH A DUAL FLOW .....1-1J 2 0 METER VAULT Q ARV-20 L__ 2SC © ARV-10 10 L__ e ZSC © > VBM-72 O c a c" ®i . 21 © - 8 11 © - c4i ® • ° NOTE 5 L1J Q Q W 11 zsc , 4 W AI • • 71 © w > (OCC Q , Co V • V • • on O A 14' FNW • 11" fNW V8M-71 • Vt O '.b Y m 4 Q l & J BPS PUMP NO. 2 BPS PUMP NO. 1 VTP-20 VTP-10 CAV-72 AIR VALVE VAULT 24__--F,VN 1N 24'-FNW Ik k BFV-20 BFV-10 DESIGNED: FEB • P � DETAILED: FEB f; CHECKED: ABE ti . 30'•FNW . 30"-FNW Da DATE:APPROVED: JSY B 15 > DATE: FEBRUARY 2014 NOTES: GTV-72 4'-FNW D 112 r FROM PRESSURE ZONE 320 1. SEE LEGEND ON DRAWINGS 11, 12, AND 13. 6. EACH VFD SHALL INCLUDE A TWO•POSITION KEYLOCKED SELECTOR 8. THIS P810 COVERS ONLY ON-SITE 2. PROCESS Q00£HAS BEEN LEFT OFF THE TAG NUMBER. PROCESS CODE SWITCH TO INDICATE WHETHER OR NOT THE PUMP SHALL BE RUN ON FEATURES. FOR CONTINUATION OF THE SF THIS TIE DOES NOT IS 'FM' UNLESS OTHERWISE NOTED. MEASURE I. TREK DRAWING IS 3. AREA CODE HAS BEEN LEFT OF THE TAG NUMBER. AREA CODE IS GENERATOR SANER. ALL KKEYSCTOT SELECTOR SWITCHES SHALL BE PIPELINES, REFER TO THE MILTON GS. HoT O FULL NO. BONITA PUMP STATION '51' UNLESS OTHERWISE NOTED. WITH SANE.SO THAT KEYS TOTAL THAN BE PROVIDED FOR USE FINISHED WATER PIPELINES DRAWINGS. PROJECT N0. 4. LOCAL CONTROL DEVICES SUCH AS INDICATING LIGHTS OR SWITCHES WITH ALL PUMPS SO THAT NO MORE THAN THREE PUMPS MAY BE RUN 175089 OFF OF GENERATOR POWER AT ANY GIVEN TIME. LOCATED ON VFOS OR ON EQUIPMENT MAY NOT BE SHOWN ON THIS 7. THE ETHERNET IP COMMUNICATIONS FROM THE VFD TO THE RTU ARE T C MID. i CJ 5. PAY SHALL BE PROVIDED WITH MANUAL BALL VALES FOR F 5 -001 K SWITCH LOCATED IN THE NETNpRK 'Q FUNCTIONALITY AS DESCRIBED IN 15114. CONFORMED TO BID DOCUMENTS 93 of 141 J CITY OF TIGARD W t As RTU-122 ,Zd,7 O C Z ¢ $ W oW ���pJ FL FE W W W a 6 U O g g 2 2 Q QQ 2 C g 2 ¢ ¢ g 2 g . U U Utn U U Q c , Q FQ- Q a ` c (1a- < , F• ' s ¢ ¢ ¢ ¢ ¢ ¢¢ W W ¢W¢W¢y.¢�¢�-¢�-¢ ¢ ¢ WU i~ ' i W W¢ i W W W W W W¢ W W W W pW �yW 1 L �1 W 1 E 1 W U. U UW)ti yW y¢ uJ ¢ ,c5 t,T FF.. W Z W Z W Z W 1 ti 2 W 2 2 2 2 2 2 2 2 2 W 2 2 N a � a t-QH-t'-QH`W�-W1-WF- P. a Q> a W W W W W W t tyN W W' W L W> W W t W t U. W ¢Z`N W .' �zg ¢ 2~2,~,JJi~2 ¢igi 2 2 C1 WQ W W� > ¢~ �� C� C] U' U' WU'W C'J U'C� U' U"w V'W V' c" U'F- C! V' C1 U" c� C'fO C7 W C� ^, ^W ,g ^� „, O G u W Z 2¢ ¢W 2Q W W U WQ Wtd A'2 W W W WR W W W W LA'S W W W W W W �- ¢ U= M� ¢>¢>¢>¢�p¢U¢ ¢ ¢UU>¢� �$ i� �'� �: �W MI (z� z� ��'ta� z� z��I El zW Uz�e zu� pp2� za• �i4 (z�x LzDW (tip {x����z(�� L��� z � °ppti c'>a �g "� yq y� W W W '2MLL. W ¢ ,, ¢ Wc' z 2a 2 4 ti¢ W W O i� WO iC Wl LJ W! �a W2 E' F,W w E= W� WY WJW. W WA EE ~ be. j$` ¢ ~� W O " NNNNNNNNNNNNN$+NWN � ��D'W V 38 ~ (�t`5�3y� qN Uy�Q Nt� N yN VWI N N &...-.,N N N N Na; N C5 N pN` NW N- N.�-, yNZ Ti 66J �-¢ 1-'�-� WTZ ' 2U ~ ~ ; 'y N N mad mamam aN OS�LLm �? w¢ W = W� WU m mY mo mS m 00 0 %I %S mo %O 2 c%:.°.1 mN%,T.%2 m..1. m� mR Q". QY . . .it Q8 Q6 QC9i s R ��!! * . . . + AAA ♦ < A / A A A A ∎ A A A A A A A A A A A A A A n * ? <` Y ? A 4 g I I I 1 ! ! 3 • • • 0 c o o 0 0 0 0 0 0 0 0 0 0 o e o e 0 0 0 0 • 1 1 1 1 1 2 0 N 2 ETHERNET IP e I 1--L-J--J (NOTE 4) IP g > n N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 h- (NOTE 4) • • • • • K (NOTE 4) -_,, • ti ,$$ ; ° F".F4dET • R R @ e 4 GENERATOR - $ ^- POKER BONITA PUMP STATION • ____ SWITCHGEAA P. POWER METER I _ FNW-51-SWG-01 r-",... I; FNW-5I-PM-10 VENT I AUTOMATIC TRANSFER CONTROLLER • 3 .. � i kItA g SECONDARY TANK PRIMARY TANK FNW-57-EGRP-81 1 �..[ EMERGENCY VENT F--EMERGENCY VENT • ENGINE GENERATOR I RELAY PANEL I X37 g, • (R} 0 GENERATOR v`'S L )��Jc ■ \/ POWER - W -c+ _ � N //yI1�\ /\ NOT ON o, y n 1,-� • A - e GENERATOR d� +' ��j►4, _ 1l_JJ �/ POWER ,J` aI 4� 4a! TEMPERATURE SWITCH (TYP) e Y Yj1� �W SECDNCMY CONTAINMENT FUEL OIL COOLER ' N TESTING WITH CAP LEVEL GAUGE i r (IF REQUIRED FOR O WITH TRANSMITTER PROPER OPERATION) c m START COI•1M10 j G I- ---r - - - - - ___ ESP LLJ a I El • REMOTE EMERGENCY G r TT r - SHUTDOWN SWITCH > (Si 1 fr _ LOCAL CONTROL PANEL —1 CZJ o ..1 I®HORN -L 1 r i Y 3 g I W/SILENCE FS 1; ,---r-_ 11111 IIIIIIE-411ENGIN I- I J- LEVEL SWITCH (TYP) 1 I ELECTRICALLY I I ; I IMMERSION • V OPERATED 1) I �'-� lL HEATER m apSHUT OFF VALVE I f_ CONTROL PANEL FILL 11160 LIT L 91 I I 91 �I I I ENGINE ---n 17—© SUPPLY COUPLING TSL I ENGINE - GENERATOR FUEL FILL I �PI IV ∎/ — 91 FILTER/SEPARATOR fNW-51-EG-91 ACCESS DOOR VI . ^- \,- - FLEXIBLE CONNECTOR (TYP) SPILL CONTAINMENT BOX I CC I IM• 71 SUB-BASE TANK CDao 0 I TANK HEATER J SECONDARY BATTERY CHARGER ---J CC W DRAIN FOR CONTAINERIZED CONTAINMENT FNW-51-CHG-91 , W CO � REMOVAL I - - --- TANK Z a LL! L V J wa ti a ENGINE - \,, TANK ACCESS WITH FUE LEAK DETECTION CC Q w GENERATOR.___ I BLIND FLANGE O F4-1"-1 ' ENCLOSURE O Yam a Q J GENERAL NOTES: 1. SEE LEGEND ON DRAWINGS II, 12 8 13. 2. PROCESS CODE HAS BEEN LEFT OFF THE TAG NUMBER. PROCESS CODE IS "FNW" UNLESS OTHERWISE NOTED. 3. AREA CODE HAS BEEN LEFT OFF THE TAG NUMBER. AREA CODE IS "51" UNLESS OTHERWISE NOTED. ' 4. THE ETHERNET/IP COMMUNICATIONS FROM THE POWER METER TO THE RTU ARE ROUTED THROUGH THE NETWORK SWITCH LOCATED IN THE NETWORK RACK DESIGNED: TEE FNW-51-LCP-001. DETAILED: TEE CHECKED: NEE APPROVED: JIM DATE: FEBRUARY 2014 0 1/2 1 M IF THIS EAR DOES NOT MEASURE t' THEN DRAWING IS NOT TO FULL SCALE- PROJECT NO. 175069 I7 CONFORMED TO BID DOCUMENTS sa EET 141 J r k 1 25 t g t - - - - - 1 • FNW-51-SWG-01 �'4 I ��AI t.' G4 TB AUTMATIC TRANSFER CONTROLLER ■ -- CA TB - _ - CATS---._ - -. - --- FMV-57-f0-97 $ lilt i FNW-51•PM-10 ! ! a t PUMP ROOM a Q a r4 a QQ CCTV CAMERA FNW-51•VFD•10 FNW- CC51- TV-01 1 0 2 - --- - --- --- G476 CATS o g & R E FNW81-VFD-20 & a 2 $ p - I CAT6 rA qq"� I $ a R {: FMV-51-VFD-30 IRIS i m � i. 8,.., — — 3 ` 0 INTERNET m Sm CAT6 FNW-51-VFD-40 E E a, 8 ---------- CONNECTION NOTE 5-- ti `'j b3 1 (BY NOTE 2 -_- '.„' CATS FME-51-VFD-60 ti�� �1i. g Y MOWN .' - _ 11'1„1" RJ-45 ` z ° H a PATCH I I I 5...'.1:?.-" - ' ■ NOTE _ PANEL ! �� 1 Sul .411 r'EE LAKE OSWf00 __-?J ®I %ASTER RADIO TIGARD MODEM FIREWALL Ii— - ___ MASTER RADIO I NOTE 4 NOTE 3 I -- SUMMIT PUMP STATION SITE U M TIGARD REPEATER SITE a 19" WALL MOUNTED ATV I/O ti 8777 S.W. BURNHAM ST I NETWORK RACK ETHERNET SWITCH ETHERNET SWITCH P 1 1.1.1- m FMV-51-LCP-001 MITE 3 NOTE 3 ° >� 0. aup U8' 0 Y3 UI Vo, ;9 FNW-5I-OIT-123 ENCLOSURE -o >I. m CL Y U ■ r HMI ! OPERATOR CO I ✓ ETHERNET 1 INTERFACE SWITCH TERMINAL FNW-51-RA0-01 SERIAL RADIO FREO 453.9376 MHz 4 WATTS NOTES: N 3 1. INSTALL SERIAL RADIO ANTENNAS ON TOP OF A COMMON MAST ATTACHED TO BONITA PUMP I I Q STATION. 2. A HIGH SPEED INTERNET CONNECTION WILL BE PROVIDED TO THE FACILITY. THE CC INTERNET CONNECTION WILL SERVE AS THE PRIMARY LINK FOR PLC COMMUNICATIONS AND Q CCTV TO THE WATER TREATMENT PLANT WITH THE RADIO AS A BACKUP. WHEN THE PLC C'3 ti 0 ti DETECTS A LOSS OF COMMUNICATIONS OVER THE INTERNET LINK IT SHALL IMMEDIATELY iw _ O SWITCH TO THE RADIO CONNECTION FOR PLC COMMUNICATIONS UNTIL THE INTERNET LINK _ ■`"„" co RS-232 IS RESTORED. / CC 3. THE ETHERNET SWITCHES AND NETWORK FIREWALL SHALL BE PROVIDED, CONFIGURED AND / U INSTALLED BY THE OWNER INCLUDING ALL COMMUNICATION WIRING INTERNAL TO THE CITY OF TIGARD NOTE 1 i i 1-U O NETWORK RACK. FNW-51-RTU-122 Z 4. THE MODEM SHALL BE PROVIDED BY THE INTERNET SERVICE PROVIDED CONTRACTED BY I COMPACTLOGIX 1788-L43 I O THE OWNER. THE OWNER WILL CONFIGURE AND INSTALL THE MODEM IN THE NETWORK V C z RACK. Q 5. THE INTERNET SERVICE SHALL BE PROVIDED AND INSTALLED BY A COMMUNICATIONS CAT6 - -- - .L a CONTRACTOR UNDER A SEPARATE CONTRACT WITH THE OWNER. CONTRACTOR SHALL INSTALL �. CONDUIT TO DEMARCATION AS IDENTIFIED ON THE ELECTRICAL DRAWINGS. I Q w (7 1^i - . I L J O I- FNW-51-RAD-02 I SERIAL RADIO I R CO m U IT FRED 453.9375 MHz, J 5 4 WATTS an ro I X00 a 1 I 'R. Oil. ■■ DESIGNED: m�ii�i�� RS-232-- DETAILED, TED .L CHECKED: KBV APPROVED: ISM CITY OF LAKE OSWEGO i UPS 1 DATE: FEBRUARY 2014 FNW-51-RTU-123 112 1 COMPACTLOGIX 1768-L43 FNW-51-UPS-123 O IF THIS BAR DOES NOT FNW-5I-RTU-123 ENCLOSURE MEASURE 1' THEN DRAWING IS - _ - — NOT TO FULL SCALE PROJECT NO. • 175069 18 4 \.. 95 TO BID DOCUMENTS ss of X41 J r _ 1 X 1 1 n i t (iiT•, A CONTRACTOR TO / p MOUNT AND SUPPORT �/ ARRANGE BLOW'DOWN TUBING E / NEAR FLOOR FOR BUCKET LENGTH OF LIGUIDTIGHT FLEXIBLE METAL 5 FT ABOVE FINISHED FLOOR -- --- - --- _ OR TO DRAIN / CONDUIT 1,pVAL OF SENSOR.ED TO ALLOW EASY OR GRADE WHERE POSSIBLE NC:`�BLOWDOIYNl VENT VALVE - LOCATED INSIDE PUMP NEAR TRANSMITTER ~ STATION BULDING 24VDC POWER,,,J:X1.'12 I. gg NOMINAL 6" RISER LEO FOR CONTROL OUTPUT 7-5,;i 1I QQ F COLLECTION OF ENTRAPPED AIR MANUFACTURER PROVIDED FLOW TRANS 1111111 UNION OR COMPRESSION OW MANUFACTURER TEE ASSEMBLY. t $ • \ FITTING TO ALLOW EASY .NI a R . ",I ABS CONDUIT (TYP) �■ FIELD REMOVAL b • OF TRANSMITTER e eG PROVIDE ADEQUATE SPACING $ 1/2" LIQUIDTIGHT AROUND TRANSMITTER TO I SHUT VALVE PROCESS PIPING PROCESS PIPING CONDUIT DRIP LOOP df 1p FACILITATE CALIBRATION $ & R 6 SEAL CONDUIT PER MFG. • 4-20mA AND DISCRETE OUTPUTS OR REMOVAL INSTRUCTIONS FOR THE / •0- = r-'t APPLICATION 2P0R CAPPED TEST PORT J I • ;�e ���, RAN ; THERMAL DISPERSION TYPE FLOW SWITCH ,i SUPPORT INSTRUMENT FROM TRANSMITTER SHALL BE WALL OR FLOOR MOUNT PIPE INSTALLATION DETAIL ' 8 9 q I EC TO THE SAME \— q C LOCATED IN FLOW METER-� STAND. PIPE STANDS SHALL 1!2' AT LEAST SLOPE HORIZONTAL a " i' VAULT GADUND AS FLOW TUBE ♦ NO SCALE BE O'BRIEN CORPORATION RUNS AT LEAST 1" PER FOOT. ,7j 11111I1C0NNTE0 II SADDLEPACK SERIES, OR SUPPORT AS REQUIRED. TYPICAL FOR FSH.81 - INSULATING GASKET (TYP BOTH SIDES OF METER) EQUIVALENT SHUTOFF VALVE b �,� 7 - PROCESS F. �A - I EARTH GAD _y GROUNDING RING (TYP) C' df,,yam` 0"?� A TYPICAL STATIC PRESSURE TRANSMITTER s,,3d„ sFF INSTALLATION DETAIL NO SCALE — MAGNETIC FLOWMETER AND TRANSMITTER PIT-72 OR PIT-01, PIT•02, PIT-03, PIT-71, ©� INSTALLATION DETAIL MANUFACTURER NO SCALE RECOMMENDED TUBING a� C _ O NOTE: PIPE TO BE SUPPORTED ON BOTH Q SIDES OF METER. W a TYPICAL FOR: FE/FIT-01, FE/FIT-71 o& U `o, o` 0 °o Y3 �6 0Do 0 m d t LAYOUT SHOWN IS FOR EXAMPLE PURPOSES II: Q ° ONLY.FINAL LAYOUT SHALL BE BASED ON THE ROTAMETER J= oa /- LOCATION AND ROUTING OF THE PIPING.LAYOUT m m SHALL BE SUBMITTED TO ENGINEER FOR U I// APPROVAL. EO --DRAIN TRAP C OP ONTACT OUTPUT 0 0 0 0 , 0 0 0 0 FIELD BOLT 3/4' RGS. CONDUIT - THE POLYPROPYLENE SUBPANEL SHALL BE SIZED E v 4-20(04 AND TO SUPPORT PLATE _ ��TO FIT THE REQUIRED ANALYZERS, SUBMIT — — DISCRETE F-==, SPACE RESERVED FOR • INSTALUTION DETAIL TO ENGINEER FOR • LI OUTPUTS I FUTURE INSTRUMENTS, ^ APPROVAL 24VOC PROVIDE A MINIMUM OF 1° I I DRAIN POWER — TWO SPARE TWISTED it.4 U DD UNISTRUT FRAME AROUND SHIELD PAIR CABLES TO I POLYPROPYLENE SUBPANEL THE WATER QUALITY ANALYZER SUBPANEL. �I SAMPLE SUPPLY Q 0 I) - rt— — of 11 CHLORINE RESIDUAL ANALYZER CC 0) f POLYPROPYLENE SUBPANEL o o MOUNT SUBPANEL AND UNISTRUT FRAME TO O Q Ps L€OF SWITCH 4 -6" INSTALLATION DETAIL , CL WALL USING CONCRETE ANCHORS. : ti Q 1111 Di ABOVE OPERATING u .JI'''' r() TYPICAL SCALE '--1 AEIAIT-82 ti F� Z CV• SUCTION HEADER o L--Q DRAIN _ I LU CO O O SAMPLE SUPPLY TO PRESSURE GAUGE OR I I f_11 1 1 1 J, cc Z J PRESSURE SWITCH I1) Q^� -J I-- W OD ALL ANALYTICAL INSTRUMENTS SHALL BE (f) CC•Z ti „ PROVIDED WITH WATER-TIGHT DISCONNECTS FOR O lL F— POWER AND SIGNAL CONNECTIONS. SEE THE 1.----ti -�-� ° ANALYTICAL EQUIPMENT POWER AND SIGNAL PLUG ° A .I Q Z - PROCESS PIPE — DETAILS DRAWING(145)FOR ADDITIONAL DETAILS ON THE DISCONNECTS. / HORIZONTAL UNISTRUCT CONNECTED TO VERTICAL c � �_% O —I UNISTRUT BY THREE HOLE CORNER PLATE B-LINE MANUFACTURERS �� , ♦ 0 -_ —° "8140"OR EQUAL CABLE ) Q CL• LI \` 0 0 o 0 0 0 0 o u �g"--) 4DISCRE D J •1 1 1 • ) OUTPUTS \ / DRAIN (24VDC `� ./ FRONT VIEW )POWER PRESSURE SWITCH & GAUGE WATER QUALITY STATION SUBPANEL MANUFACTURERS—, AE INSTALLATION DETAIL INSTALLATION DETAIL TEE KIT DESIGNED: TED NO SCALE NC SCALE SAMPLE( ` , DETAILED: TED TYPICAL FOR PSLL-01, PSH/PI-60, PSH/PI-50, SUPPLY 1-- CHECKED: KDV PSH/PI-40, PSH/PI-30, PSH/PI-20, PSH/PI-10 APPROVED: JSm pH SENSOR DATE: FEBRUARY 2014 INSTALLATION DETAIL 0 112 1 NO SCALE TYPICAL FOR AE/AIT-81 IF TRIO BAR DOES NOT MEASURE 11 THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175069 g 19 ,,E ‘.. CONFORMED TO BID DOCUMENTS ss oEFTar E YO r - t 1 k $ I I 1/2' IPS THREADED a 4 ■ CONDUIT HUB 11 MOUNTING TABS WITH HOLES t 1 R FOR NO. 10 SCREW 3• •D I ,- ,---INDOOR WALL MOUNT BRACKET • UNIUM81 I! !jli I NEMA 4X RATED CONNECTION BOX � .-- o o Q AND MOUNTING HARDWARE iL N ' ig Eig ' \ CLEAR OR SMOKED DOME p --FASTENERS x< o n Le FNW-51-CCTV-01 AND FNW-51-CCTV-02 a h , „.--MOUNTING BRACKET SONY NETWORK 720p HD MINIDOME CAMERA WITH 16• DI A. INSTALLATION DETAIL =1 b-&..?PREDR1LSLLED HOLES NO SCALE w .?i ,..--LEVEL SWITCH FLOAT o``' _' I RISES 3/8" FOR RISING a -. • LEVEL ALARM AND DROPS - A 1/4' FOR FALLING LEVEL ✓� ;,^ i• As 4 ALARM WALL MOUNTED FLOOD LEVEL SWITCH �'f713J �- s INSTALLATION DETAIL SCHEDULE 40, GALVANIZED STEEL, MINIMUM 2-3/8" OUTER DIAMETER, - i� MAST WITH WEATHERPROOF CAP. MAST EXTENSION TO PROVIDE 80 DEGREE NO SCALE LIGHTNING PROTECTION CONE. MAST LENGTH SHALL ALLOW THE ANTENNA TYPICAL FOR LSH-71 - TO BE MOUNTED A MINIMUM OF 10' ABOVE THE HIGHEST POINT OF THE " KATHREIN SCALA CA7-460 MAGI 2 C 60° ANTENNA OR APPROVED EQUAL ROOF. THE MAST OUTER DIAMETER SHALL BE AS RECOMMENDED BY THE � MAST MANUFACTURER BASED ON THE LENGTH OF THE MAST REQUIRED TO II 1 PROVIDED WITH 2-3/B" MAST c MOUNTING HARDWARE. (TYP OF 2) O MOUNT THE ANTENNA AT THE SPECIFIED HEIGHT. Q IJ.I ; o C I I I I I I ado c &•ICI-I••1•-I-1-I-1-I-I• 0 CONNECTIONS TO BE ATTACHED PER - I ( I I I I I I Y 3 v o ANTENNA ELEVATION NOT NECESSARILY AS SHOWN. a ^B `4 x'60` ANTENNA SHALL BE ORIENTED TOWARDS THE TIGARD CABLEFREQUIRED FOR SECOND ANTENNANA 'PI V c >i / MASTER RADIO IN A NORTHWESTERN DIRECTION. - 5 / CONTRACTOR TO DETERMINE PROPER ORIENTATION AND SHALL BE SZMILIAR TO THE OTHER ` CO m Y SUBMIT WITH INSTALLATION PLAN FOR APPROVAL BY Ste• ANDREW LDF4-5OA HELIAX CABLE, 1/2' OUTER DIAMETER. ANTENNA ELEVATION NOT NECESSARILY AS SHOWN. I I I I I I I I ANDREW L4TNM-PS TYPE N CONNECTOR FOR 1/2' HELIAX. o•ENGINEER. ANDREW 245174 WEATHERPROOFING KIT FOR COAXIAL CABLE. ANTENNA SHALL BE ORIENTED TOWARDS THE SUMMIT m LAKE OSWEGO RADIO IN A NORTHEASTERN DIRECTION. 'I-I-I-I-I-I••I••I-I�I• INSTALL RF LIGHTNING SUPPRESSOR WITH ANTENNA CABLE OP CONTRACTOR TO DETERMINE PROPER ORIENTATION AN. I I I I I I I I I I I I I ATTACHED TO THE "ANTENNA' PORT AND THE RADIO CABLE SUBMIT WITH INSTALLATION PLAN FOR APPROVAL BY 'M''-•M-I-I-I-I-I-I• I I '� ATTACHED TO THE "EQUIPMENT' PORT. (TYP OF 2) ENGINEER. ANTENNA SHALL BE MOUNTED A MINIMUM �\ I I I I I I OF 15 FEET ABOVE GRADE. , 0111,11 IF THE MAST PROVIDED IS LARGER THAN J '\ 2 3/8' ADDITIONAL MOUNTING 02/0EAWG GRO D CON TOANG AVD D SHARP BENDS ACCESSORIES SHALL BE PROVIDED TO IN GROUND CONDUCTORS WHERE PO SSIBLE. ALL MOUNT THE ANTENNA AS RECOMMENDED BY CONNECTIONS SHALL BE CADWELDED OR SHALL USE O •1-I-I-1-I-I-•I•-1-0:- THE ANTENNA MANUFACTURER. (TYP OF 2) ELECTRICAL COMPRESSION CONNECTORS RATED FOR ATTACH ANTENNA GROUND TO NEAREST BUILDING ( I I I I I I I - Z THE GROUND WIRE WIDTH. (TYP OF 2) GROUNDING SYSTEM. AVOID SHARP BENDS IN GROUND CONDUCTORS WHERE POSSIBLE. ALL CONNECTIONS _-___ L, C. 4 O Q SHALL BE CADWFLDEO OR SHALL USE ELECTRICAL _ ATTACH ANTENNA GROUND TO NEAREST BUILDING GROUNDING SYSTEM. AVOID i--41--1 W COMPRESSION CONNECTORS RATED FOR THE GROUND SHARP BENDS IN GROUND CONDUCTORS WHERE POSSIBLE. ALL CONNECTIONS I'� _ 0 WIRE WIDTH. SHALL BE CADWELDED OR SHALL USE ELECTRICAL COMPRESSION CONNECTORS 1111 Q N RATED FOR THE GROUND WIRE WIDTH. IP' COMMSCOPE MT-222 OR EQUAL WALL BRACKETS FOR 2-3/8' TO 4 ~ Z 1/2" MAST. BRACKETS SHALL BE SECURED USING THE 1 WV) LL MANUFACTURERS RECOMMENDED ANCHORS. ATTACH BRACKET TO Z R- 0 MAST SHALL BE LOCATED WITHIN WALL PRIOR TO INSTALLATION OF METAL WALL PANELING. O Q N 3' THE PEAK OF THE ROOF LINE. INSTALL METAL WALL PANEL AROUND BRACKET AS RECOMMENDED BY Sc J WALL PANEL MANUFACTURER. PROVIDE FLASHING AND SEALANT AT CD Q J F_ �� BRACKET PENETRATION THROUGH METAL WALL PANEL PER LU 4 ti W MANUFACTURER S STANDARD PENETRATION DETAIL. SEE (I)W ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL Cr) Q Z / / DETAILS ON METAL WALL PANEL REQUIREMENTS. O UJ 1.-- 1.4 1.--1.--.1 CORE THROUGH WALL AND SEAL WITH WALL W O 0 / FEED THRU ANDREWS ASSY FOR DUAL •~ COAXIAL CABLES. CO RD. III 1111 ROUTE HELIAX IN CONDUIT TO RTU PANEL. Q CL DRIP LOOP J --DRIP LOOP DESIGNED: TED DETAILED: TEB CHECKED: KBV APPROVED: JSM DATE: FEBRUARY 2014 0 112 1 lun IF THIS BAR DOES NOT NORTH ELEVATION EAST ELEVATION MEASURE OT1TO FUEL�E IS ANTENNA MOUNTING DETAIL ANTENNA MOUNTING DETAIL PROJECT N0. NO SCALE NO SCALE 175069 I10 CONFORMED TO BID DOCUMENTS 97 OF SHEET 141 1 / t 1 NOTES: • 8 1. COMPONENTS ARE SHOWN TO PROVIDE A GENERAL GUIDE ON PANEL LAYOUT AND DO NOT REELECT EVERY COMPONENT NECESSARY FOR A COMPLETE Z INSTALLATION.SYSTEM SUPPLIER SHALL PROVIDE ADDITIONAL COMPONENTS AS NECESSARY FOR A COMPLETE INSTALLATION. SEE SPECIFICATIONS FOR 4> ADDITIONAL DETAILS. 0 d • 2. PANEL SHALL BE STAINLESS STEEL RATED NEMA 4X WITH A MINIMUM SIZE OF 20"x16"x10'. PROVIDE HOFFMAN A20H1610SSLP OR EQUAL. A 3. PANEL SHALL BE MOUNTED OUTDOORS IN THE LOCATION INDICATED ON DRAWINGS. 4. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS. UE 4R w $ i a & E Nameplate Legend ! " NP 1/ lit Line Text 2nd Una Tel K 15 `� NP-1 ENGINE GENERATOR RELAY PANEL FNW-5I-EGRP-91 a .. p a a e Sa q S 1, '1;r-i'-:5`) '.--- 16• i g�k6 • • WZQ O Z�n F . NOTE 3— - . . �d�'f,93B E�� 0 0 F I . Z v O Q A I NP-1 `10 g I --- o s i i he a NOTE 2 , 0 V o N i m Y II • A a 1 Lr ci., ill NI LU If Q 20' z a. ~ � wc� NCI ss-I cc Z CC CZ 0 �! w a- 0.- I OWti CD m I — w UJ CC is -J W ILL � � 0 .--1 a Aral'+ DESIGNED: FEB Q ( `^� •-• `J'1 O DETAILED: FEB l CHECKED: KSV APPROVED: ISM DATE: FEBRUARY 2014 0 112 I ENGINE GENERATOR RELAY PANEL IF TNIS BAR DOES NOT FNW-51-EGRP-91 MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE FRONT ELEVATION PROJECT NO. 175069 Ill CONFORMED TO BID DOCUMENTS SHEET 98 OF 141 f Y • U FNW 51 RTU 123 PLC ENCLOSURE DRAWING LIST ; ii c i R • ff m L 1 $ 1 119 DRAWING LIST 119 135 RACK 1,SLOT 2 DIGITAL INPUT MODULE ' SCHEMATIC DETAILS SHEET 2 OF 2 135 - € € a §' T T3 v 120 I/O DISTRIBUTION DETAILS SHEET 1 OF 2 120 136 RACK 1.SLOT 3 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 136 Ws`°MA k,` °o 121 I/O DISTRIBUTION DETAILS SHEET 2 OF 2 121 137 RACK 1,SLOT 3 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 137 a \ m 122 RESERVED FOR FUTURE USE 122 138 RACK 1,SLOT 4 DIGITAL INPUT MODULE o SCHEMATIC DETAILS SHEET 1 OF 2 138 s E° Yf ' d 123 EXTERIOR LAYOUT DETAILS 123 139 RACK 1,SLOT 4 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 139 '3Y p�°` dS 124 INTERIOR LAYOUT DETAILS 124 140 RACK 1,SLOT 5 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 1 140 = 125 AC/DC POWER DISTRIBUTION SCHEMATIC DETAILS 125 141 RACK 1.SLOT 5 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 141 • m 126 RACK 2,SLOT 1 ANALOG INPUT MODULE W c W _ SCHEMATIC DETAILS 126 142 RACK 1,SLOT 6 DIGITAL OUTPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 142 127 RACK 2,SLOT 2 ANALOG INPUT MODULE SCHEMATIC DETAILS 127 143 RACK 1,SLOT 6 DIGITAL OUTPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 143 >-0 a 8 8�8 4 128 RACK 2,SLOT 3 ANALOG INPUT MODULE SCHEMATIC DETAILS 128 144 PLC CABINET NETWORK CONNECTION DIAGRAM 144 V 3 u • 1 fi m ■ 129 RACK 2,SLOT 4 ANALOG INPUT MODULE SCHEMATIC DETAILS 129 145 ANALYTICAL EQUIPMENT POWER AND SIGNAL PLUG DETAILS 145 Q m > 1 It 130 RACK 2,SLOT 5 ANALOG OUTPUT MODULE SCHEMATIC DETAILS 130 146 PH TRANSMITTER EQUIPMENT CONNECTION DETAIL 146 CO m u n 131 RACK 2,SLOT 6 ANALOG OUTPUT MODULE SCHEMATIC DETAILS 131 147 CHLORINE ANALYZER EQUIPMENT CONNECTION DETAIL 147 o m t w 132 RACK 1,SLOT 1 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 132 148 FLOW METER EQUIPMENT CONNECTION DETAIL 148 133 RACK 1,SLOT 1 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 133 149 FLOW SWITCH EQUIPMENT CONNECTION DETAIL 149 134 RACK 1,SLOT 2 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 134 CC 2 • Z Q O~� W cc I-- Fc-i)- CO Z �, O CC r�z � c� �� O wl` CC I---1---1 Q XM i Q z J DESIGNED: CAG DETAILED: CAD CHECKED: FUR APPROVED: FUR DATE: FEBRUARY 2014 0 H2 IF THIS BAR DOES NOT VEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175033 k 119 SHEET ` CONFORMED TO BID DOCUMENTS 99 OF 4, J 3 ■ Al FNW51SI10 BONITA PUMP STATION PUMP NO.1 VFD SPEED 0-100% RACK 2,SLOT 1,CHANNEL 0 126 DI FNW51 HS10 BONITA PUMP STATION PUMP NO 1 IN REMOTE RACK 1,SLOT 1,CHANNEL 0 132 Al FNW51SI20 BONITA PUMP STATION PUMP NO 2 VFD SPEED 0-100% RACK 2,SLOT 1.CHANNEL 1 126 DI FNW51YL10 RACK 1,SLOT 1,CHANNEL 1 132 BONITA PUMP STATION PUMP NO RUNNING Al FNW51SI30 BONITA PUMP STATION PUMP NO.3 VFD SPEED 0-100% RACK 2,SLOT 1,CHANNEL 2 126 DI FNW51YA10 BONITA PUMP STATION PUMP NO 1 FAIL RACK 1,SLOT 1,CHANNEL 2 132 Al FNW51 FI01 BPS PRESSURE ZONE 410 DISCHARGE FLOW 0-12 MGD RACK 2,SLOT 1,CHANNEL 3 126 DI FNW51 HS11 BONITA PUMP STATION PUMP NO 1 GENERATOR ALLOWED RACK 1,SLOT 1,CHANNEL 3 132• Al FNW51 PI01 BONITA PUMP STATION SUCTION PRESSURE 0-80 PSI RACK 2,SLOT 1,CHANNEL 4 126 ` DI FNW51 HS20 BONITA PUMP STATION PUMP N0.2 IN REMOTE RACK 1,SLOT 1,CHANNEL 4 132 Al FNW51PI02 BPS PRESSURE ZONE 410 DISCHARGE PRESSURE-PRIMARY 0-160 PSI RACK 2,SLOT 1,CHANNEL 5 126 4 DI FNW51YL20 BONITA PUMP STATION PUMP NO.2 RUNNING RACK 1,SLOT 1,CHANNEL 5 132 Y x Al FNW51PI03 BPS PRESSURE ZONE 410 DISCHARGE PRESSURE-SECONDARY 0-160 PSI RACK 2,SLOT 1,CHANNEL 6 126 ' DI FNW51YA20 BONITA PUMP STATION PUMP NO 2 FAIL RACK 1,SLOT 1,CHANNEL 6 132 .. @ Al SPARE RACK 2,SLOT 1,CHANNEL 7 126 ` DI FNW51 HS21 BONITA PUMP STATION PUMP NO 2 GENERATOR ALLOWED RACK 1.SLOT 1,CHANNEL 7 132 R o Al FNW51AI81 BONITA PUMP STATION WATER QUALITY SAMPLE pH 0-13 pH RACK 2,SLOT 2,CHANNEL 0 127 DI FNW51 HS30 BONITA PUMP STATION PUMP NO.3 IN REMOTE RACK 1.SLOT 1,CHANNEL 8 133 F. 8 Al FNW51AI82 BPS WATER QUALITY SAMPLE TOTAL CHLORINE RESIDUAL 0-5 PPM RACK 2,SLOT 2,CHANNEL 1 127 DI FNW51YL30 BONITA PUMP STATION PUMP NO.3 RUNNING RACK 1,SLOT 1,CHANNEL 9 133 ;. n - g ^ Al FNW51LI91 BPS ENGINE GENERATOR FUEL LEVEL RACK 2,SLOT 2.CHANNEL 2 127 DI FNW51YA30 BONITA PUMP STATION PUMP NO.3 FAIL RACK 1.SLOT 1,CHANNEL 10 133 . " d Al SPARE RACK 2,SLOT 2.CHANNEL 3 127 DI FNW51HS31 ^"_"_ m a' BONITA PUMP STATION PUMP NO GENERATOR ALLOWED RACK t.SLOT 1,CHANNEL 11 133 Al SPARE RACK 2.SLOT 2,CHANNEL 4 127 a � DI FNW51ZIC81 BPS ZONE 410 ISOLATION VALVE FULLY CLOSED RACK 1,SLOT 1,CHANNEL 12 133 '" S '� w sW� Al SPARE RACK 2,SLOT 2,CHANNEL 5 127 DI FNW51Z1081 i BPS ZONE 410 ISOLATION VALVE FULLY OPEN RACK 1,SLOT 1,CHANNEL 13 133 Al SPARE RACK 2,SLOT 2,CHANNEL 6 127 DI FNW51ZIC82 BPS ZONE 410&470 CENTRAL ISOLATION VALVE FULLY CLOSED RACK 1.SLOT 1,CHANNEL 14 133 �.',' 3�F,0 Al SPARE RACK 2,SLOT 2.CHANNEL 7 127 DI FNW51ZI082 BPS ZONE 410&470 CENTRAL ISOLATION VALVE FULLY OPEN RACK 1,SLOT 1,CHANNEL 15 133 6` ,..''''•.V.. o 0 Al FNW51SI40 BONITA PUMP STATION PUMP NO.4 VFD SPEED 0-100% RACK 2,SLOT 3,CHANNEL 0 128 DI FNW51YI81 BPS WATER QUALITY SAMPLE FLOW PRESENT 0-1 GPM RACK 1,SLOT 2,CHANNEL 0 134 • : d *3 i Al FNW51SI50 1 BONITA PUMP STATION PUMP NO.5 VFD SPEED(FUTURE)0-100% RACK 2.SLOT 3,CHANNEL 1 128 DI FNW51ZIC83 BPS ZONE 470 ISOLATION VALVE FULLY CLOSED RACK 1,SLOT 2,CHANNEL 1 134 'KJ-, r'"c` AI FNW51SI60 BONITA PUMP STATION PUMP NO.6 VFD SPEED 0-100% RACK 2,SLOT 3,CHANNEL 2 128 DI FNW51ZIOB3 BPS ZONE 470 ISOLATION VALVE FULLY OPEN RACK 1,SLOT 2,CHANNEL 2 134 -- d i Al FNW51 F171 BPS PRESSURE ZONE 470 DISCHARGE FLOW 0-12 MGD RACK 2.SLOT 3,CHANNEL 3 128 DI FNW51ZIC01 BPS ZONE 410 SURGE VALVE FULLY CLOSED RACK 1,SLOT 2,CHANNEL 3 134 V d AI FNW51PI71 BPS PRESSURE ZONE 470 DISCHARGE PRESSURE-PRIMARY 0-160 PSI RACK 2.SLOT 3,CHANNEL 4 128 DI FNW51ZI001 BPS ZONE 410 SURGE VALVE OPEN RACK 1,SLOT 2,CHANNEL 4 134 H.! W c 6ii Al FNW51PI72 BPS PRESSURE ZONE 470 DISCHARGE PRESSURE-SECONDARY 0-160 PSI RACK 2,SLOT 3,CHANNEL 5 128 DI SPARE RACK 1,SLOT 2,CHANNEL 5 134 LIJ 5 d Al SPARE RACK 2,SLOT 3,CHANNEL 6 128 DI SPARE RACK 1,SLOT 2,CHANNEL 6 .134 *DTI ;Si i r Al SPARE RACK 2,SLOT 3,CHANNEL 7 128 DI SPARE RACK 1,SLOT 2,CHANNEL 7 134 V ' Al SPARE RACK 2,SLOT 4,CHANNEL 8 129 DI SPARE RACK 1,SLOT 2,CHANNEL 8 135 Q E > u J 74 na u Al SPARE RACK 2,SLOT 4,CHANNEL 9 129 DI SPARE RACK 1,SLOT 2,CHANNEL 9 135 CO m r Al SPARE RACK 2.SLOT 4.CHANNEL 10 129 DI FNW51 NS01 t C FNW 51 RIO 001 INTRUSION SWITCH RACK 1,SLOT 2,CHANNEL 10 135 �� W Al SPARE RACK 2,SLOT 4.CHANNEL 11 129 Di FNW51JA02 FNW 51 RIO 001 24VDC POWER SUPPLY 1 FAIL RACK 1,SLOT 2,CHANNEL 11 135 Al SPARE RACK 2,SLOT 4.CHANNEL 12 129 DI FNW51JA03 FNW 51 RIO 001 24VDC POWER SUPPLY 2 FAIL RACK 1,SLOT 2,CHANNEL 12 135 - AI SPARE RACK 2,SLOT 4,CHANNEL 13 129 5 DI FNW51JA04 FNW 51 RIO 001 UPS ALARM RACK 1,SLOT 2.CHANNEL 13 135 Al SPARE RACK 2.SLOT 4,CHANNEL 14 129 DI FNW51JA05 FNW 51 RIO 001 UPS FAIL RACK 1,SLOT 2,CHANNEL 14 135 Al SPARE RACK 2,SLOT 4,CHANNEL 15 129 • DI FNW51JS01 FNW 51 RIO 001 AC POWER FAIL RELAY RACK 1,SLOT 2,CHANNEL 15 135 AO FNW51SC10 BONITA PUMP STATION PUMP NO 1 VFD SPEED CONTROL 0-100% RACK 2,SLOT 5,CHANNEL 0 130 DI FNW51YI91 BPS ENGINE GENERATOR RUNNING RACK 1,SLOT 3,CHANNEL 0 136 CC iii cc J AO FNW51SC20 BONITA PUMP STATION PUMP NO.2 VFD SPEED CONTROL 0-100% RACK 2.SLOT 5,CHANNEL 1 130 DI FNW51YI92 BPS ENGINE GENERATOR NOT IN AUTO RACK 1,SLOT 3,CHANNEL 1 136 O 1-. AO FNW51SC30 BONITA PUMP STATION PUMP NO 3 VFD SPEED CONTROL 0-100% RACK 2,SLOT 5,CHANNEL 2 130 DI FNW51YA91 BPS ENGINE GENERATOR FAIL RACK 1,SLOT 3,CHANNEL 2 136 H• Q W O N AO SPARE RACK 2,SLOT 5,CHANNEL 3 130 • DI FNW51 NS91 Z C0 O o BPS ENGINE GENERATOR PANEL INTRUSION RACK 1,SLOT 3,CHANNEL 3 136 1 AO SPARE RACK 2,SLOT 5,CHANNEL 4 130 DI SPARE RACK 1,SLOT 3,CHANNEL 4 136 0 F-Q Q. AO SPARE RACK2,SLOT 5.CHANNEL 5 130 DI FNW51NA04 BPS ELECTRICAL ROOM INTRUSION DETECTED RACK 1,SLOT 3,CHANNEL 5 136 co m ti W Cl_Cl_ .--11-Li cc 14 AO SPARE RACK 2,SLOT 5.CHANNEL 6 130 DI FNW71ZIC01 BPS ZONE 470 SURGE VALVE FULLY CLOSED RACK 1,SLOT 3,CHANNEL 6 136 CC Q AO SPARE RACK 2,SLOT 5,CHANNEL 7 130 DI FNW71ZI001 BPS ZONE 470 SURGE VALVE OPEN RACK 1,SLOT 3,CHANNEL 7 136 0 Fw- oO AO FNW51SC40 BONITA PUMP STATION PUMP NO 4 VFD SPEED CONTROL 0-100% RACK 2,SLOT 6,CHANNEL 0 131 DI FNW51NA05 BPS MECHANICAL ROOM INTRUSION DETECTED RACK 1,SLOT 3,CHANNEL 8 137 14-1 �p '+'I O AO FNW51SC50 BONITA PUMP STATION PUMP NO 5 VFD SPEED CONTROL(FUTURE)0-100% RACK 2,SLOT 6,CHANNEL 1 131 DI FNW51YA92 BPS HVAC SYSTEM GENERAL ALARM RACK 1,SLOT 3,CHANNEL 9 137 Q m Z~ AO FNW51SC60 BONITA PUMP STATION PUMP NO.6 VFD SPEED 0-100% RACK 2,SLOT 6,CHANNEL 2 131 DI FNW51LSH71 BPS FLOW METER VAULT HIGH LEVEL RACK 1,SLOT 3,CHANNEL 10 137 ----1 AO SPARE RACK 2,SLOT 6,CHANNEL 3 131 DI FNW51NS71 BPS FLOW METER VAULT INTRUSION DETECTED RACK 1.SLOT 3,CHANNEL 11 137 AO SPARE RACK 2,SLOT 6,CHANNEL 4 131 DI FNW51NA01 BPS PUMP ROOM INTRUSION DETECTED RACK 1,SLOT 3,CHANNEL 12 137 AO SPARE RACK 2,SLOT 6,CHANNEL 5 131 DI FNW51ZS080 DISCHARGE HEADER ISOLATION VALVE FULLY OPEN RACK 1,SLOT 3,CHANNEL 13 137 DESIGNED: CAS DETAILED: AO SPARE RACK 2,SLOT 6,CHANNEL 6 131 DI FNW51ZSC81 DISCHARGE HEADER ISOLATION VALVE FULLY CLOSED RACK 1,SLOT 3,CHANNEL 14 137 F CHECKED: MR AO SPARE RACK 2.SLOT 6.CHANNEL 7 131 DI SPARE RACK 1,SLOT 3,CHANNEL 15 137 APPROVED: FAR DATE. _FEBRUARY 2014 O 112 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175033 120 8� SHEET CONFORMED TO BID DOCUMENTS _ 100 OF 141 J g 1 I DI FNW51 HS40 BONITA PUMP STATION PUMP NO.4 IN REMOTE RACK 1,SLOT 4,CHANNEL 0 138 1 DI FNW51YL40 BONITA PUMP STATION PUMP NO.4 RUNNING RACK 1.SLOT 4,CHANNEL 1 138 $ DI FNW51YA40 BONITA PUMP STATION PUMP NO.4 FAIL RACK 1,SLOT 4,CHANNEL 2 138 DI FNW51 HS41 BONITA PUMP STATION PUMP NO 4 GENERATOR ALLOWED RACK 1,SLOT 4,CHANNEL 3 138 DI FNW51 HS50 BONITA PUMP STATION PUMP NO.5 IN REMOTE(FUTURE) RACK 1.SLOT 4,CHANNEL 4 138 ti DI FNW51YL50 BONITA PUMP STATION PUMP NO.5 RUNNING(FUTURE) RACK 1,SLOT 4,CHANNEL 5 138 DI FNW51YA50 BONITA PUMP STATION PUMP NO.5 FAIL(FUTURE) RACK 1,SLOT 4,CHANNEL 6 138 DI FNW51 HS51 BONITA PUMP STATION PUMP NO.5 GENERATOR ALLOWED RACK 1,SLOT 4,CHANNEL 7 138 -. k n o DI FNW51 HS60 BONITA PUMP STATION PUMP NO.6 IN REMOTE RACK 1,SLOT 4,CHANNEL 8 139 .. 8 DI FNW51YL60 BONITA PUMP STATION PUMP NO.6 RUNNING RACK 1,SLOT 4,CHANNEL 9 139 DI FNW51YA60 BONITA PUMP STATION PUMP NO.6 FAIL RACK 1,SLOT 4,CHANNEL 10 139 t DI FNW51 HS61 BONITA PUMP STATION PUMP NO.6 GENERATOR ALLOWED RACK 1,SLOT 4,CHANNEL 11 139 g� DI FNW51YA106 BPS PRESSURE ZONE 470 FLOW TRANSMITTER FAULT RACK 1,SLOT 4,CHANNEL 12 139 5 " $ W 0 . ' 8 W DI FNW51YA107 BPS PRESSURE ZONE 470 REVERSE FLOW DETECTED RACK 1.SLOT 4,CHANNEL 13 139 11 DI FNW51YA102 BPS WATER QUALITY SAMPLE pH TRANSMITTER FAULT RACK 1,SLOT 4,CHANNEL 14 139 s,°"� ` ���y DI FNW51YA103 BPS WATER QUALITY SAMPLE CHLORINE TRANSMITTER FAULT RACK 1,SLOT 4,CHANNEL 15 139 P°r o u \i _ DI FNW51YA104 BPS PRESSURE ZONE 410 FLOW TRANSMITTER FAULT RACK 1,SLOT 5,CHANNEL 0 140 ,• , 0 .0,.:, to. _ DI FNW51YA105 BPS PRESSURE ZONE 410 REVERSE FLOW DETECTED RACK 1,SLOT 5,CHANNEL 1 140 ,r, F■4``S DI FNW51 FACP01 BPS FIRE ALARM SYSTEM TROUBLE RACK 1,SLOT 5,CHANNEL 2 140 DI FNW51 FACP02 BPS FIRE ALARM SYSTEM ALARM RACK 1,SLOT 5,CHANNEL 3 140 V c m DI FNW51 PSLL01 BPS PUMP STATION SUCTION LOW LOW PRESSURE 0-30 PSI RACK 1,SLOT 5,CHANNEL 4 40 H g i 614 DI SPARE RACK 1,SLOT 5,CHANNEL 5 140 W o a DI SPARE RACK 1,SLOT 5,CHANNEL 6 140 Ti v c DI SPARE RACK 1.SLOT 5,CHANNEL 7 140 Y 3 Sc • DI SPARE RACK 1,SLOT 5,CHANNEL 8 141 v > Ili o:1 tI1 eD b DI SPARE RACK 1.SLOT 5,CHANNEL 9 141 CO m' DI SPARE RACK 1,SLOT 5,CHANNEL 10 141 op. a W DI SPARE RACK 1,SLOT 5,CHANNEL 11 141 411 DI SPARE RACK 1,SLOT 5,CHANNEL 12 141 DI SPARE 'RACK 1,SLOT 5,CHANNEL 13 141 DI SPARE RACK 1.SLOT 5,CHANNEL 14 141 DI SPARE RACK 1,SLOT 5,CHANNEL 15 141 0 CC uJ cc DO FNW51 HS10 BONITA PUMP STATION PUMP NO.1 RUN COMMAND RACK 1,SLOT 6,CHANNEL 0 142 Z DO FNW51 HS20 BONITA PUMP STATION PUMP NO.2 RUN COMMAND RACK 1.SLOT 6,CHANNEL 1 142 �'-1 DO FNW51 HS30 BONITA PUMP STATION PUMP NO.3 RUN COMMAND RACK 1,SLOT 6,CHANNEL 2 142 ~ Cr)I-- W O cv DO FNW51 HS40 BONITA PUMP STATION PUMP NO.4 RUN COMMAND RACK 1.SLOT 6,CHANNEL 3 142 I z V) 0 O O DO FNW51 HS50 BONITA PUMP STATION PUMP NO 5 RUN COMMAND(FUTURE) RACK 1,SLOT 6,CHANNEL4 142 0 � a ti N DO FNW51 HS60 ,BONITA PUMP STATION PUMP NO.6 RUN COMMAND RACK 1,SLOT 6,CHANNEL 5 142 co CO 1- WQ_0_ .-tiW DO FNW51 HS91 1 BONITA PUMP STATION ENGINE GENERATOR RUN COMMAND RACK 1,SLOT 6,CHANNEL 6 142 (4CC Q I F DO SPARE RACK 1,SLOT 6,CHANNEL 7 142 O ti 1 ec'O DO SPARE RACK 1,SLOT 6,CHANNEL 8 143 Lu m 3 O DO SPARE RACK 1,SLOT 6,CHANNEL 9 143 Q Z DO SPARE RACK 1,SLOT 6,CHANNEL 10 143 --J DO SPARE RACK 1,SLOT 6,CHANNEL 11 143 DO SPARE RACK 1.SLOT 6,CHANNEL 12 143 DO SPARE RACK 1,SLOT 6,CHANNEL 13 143 DESIGNED: CAG DETAILED: FAR DO SPARE RACK 1,SLOT 6,CHANNEL 14 143 CHECKED: FAMi DO SPARE RACK 1,SLOT 6,CHANNEL 15 143 APPROVED: FMR DATE: FEBRUARY 2074 0 1:2 NOTE. IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS THE PLC WILL MONITOR ADDITIONAL I/O POINTS OVER THE ETHERNET IP NETWORK FROM EACH VFD,POWER MONITOR,AND VENDOR CONTROL PANEL. NOT TO FULL SCALE SEE P&ID FOR MINIMUM DATA REQUIREMENTS AND DRAWNG 18 FOR NETWORK DETAILS. PROJECT NO, 175033 I21 CONFORMED TO BID DOCUMENTS 10 SHEET 141 °U J F07000_70 D7061 • c C / I I I I I LJ 0 C C C C) III 0 —n O O m CO I--1 • m g LAKE OSWEGO - TIGARD BLACK&VEATCH �,E9 VNDFEJ o a g D, Building a YVO�d of difference �` ,, -m� o 0 o WATER PARTNERSHIP W Ff ti v BONITA PUMP STATION Black&Veatch Corporation _ ' m^` m __ fib.Oregon r�• >/ DATE REVISIONS AND FECOAD OF ISSUE tO. BY CO APP y,w`V w'� g N $ 1 F� 10a� R1':FCOR: 175070.. 3007- Templates 'V w „ FNW 51 RTU 123 PLC ENCLOSURE P�RTLANR� ' psi S4 FILE: 1fAEF1:BORDER.deg RESERVED FOR L'ngJnerer/ng %no. 1 /1.0 s5`, SAVED:BR449212, 7(1212012 9:21:2e AV XREF2: FUTURE USE EXPIRES:DEC 31,201 PLOTTED: xREF9: USER:BRA49212 IOND YEA:1000 XREF4: t • LAYOUT BILL OF MATERIALS 4 t 72 - - 1- 12 . 1 1 HOFFMAN A727212ULP 72X72%12 FREE STANDING ENCLOSURE-3 POINT LATCH 2 1 HOFFMAN A72P72 BACK PANEL FOR ABOVE ENCLOSURE , 1 ' y i i 3 2 HOFFMAN LF12OV1S 15"ENCLOSURE LIGHT d u It it R O Q 4 1 NTRON 516TX-N ETHERNET SWITCH 0 A� /1 '? 5 1 HOFFMAN c5020206 20X20%6 CONCEPT WALL MOUNT ENCLOSURE P 3 a S I I 6 2 ESTEEM 195C ETHERNET RADIO • 7 2 POLYPHASER IS-BSOLN.C2 LIGHTNING ARRESTOR cc FNW 51 RTU-123 � 8 1 MAPLE SYSTEMS OMI5121A-CE 12IN TOUCH SCREEN 9 1 ALLEN BRADLEY 1769-ECR RIGHT END CAP TERMINATOR 10 3 ALLEN BRADLEY 1768-ENS! COMPACTLOGIX LAX ETHERNET/IP BRIDGE MODULE 0 11 2 ALLEN BRADLEY 1768-L43 COMPACTLOGIX L43 PROCESSOR,2.DM MEMORY ii 12 2 ALLEN BRADLEY 1768-PB3 COMPACTLOGIX 5V/24V DC INPUT NON-REDUNDANT POWER SUPPLY 13 1 ALLEN BRADLEY 1769-CRR1 RIGHT BANK-TO-RIGHT BANK EXPANSION(305 MM) S IS I W sy� m LL ct- 14 1 ALLEN BRADLEY 1769-ECL LEFT END CAP TERMINATOR t a 4 15 4 ALLEN BRADLEY 1769-IF8 B CHANNEL ANALOG CURRENT INPUT NODULE w 'X 1714 ■ 16 5 ALLEN BRADLEY 1769-1016 I6 POINT 24 VDC SINKING/SOURCING INPUT MODULE 556 'Pq� Ri y . 17 1 ALLEN BRADLEY 1769-0816 16 POINT SOURCING OUTPUT MODULE ..NF•` Igor ,-N 1' 18 2 ALLEN BRADLEY • 1769-OF8C B CHANNEL ANALOG CURRENTOUTPUT MODULE . . - , 19 1 ALLEN BRADLEY 1769-PA2 120/240VAC POWER SUPPLY d f1 - ta' 4e S!1 20 2 ALLEN BRADLEY 1492-GSIG150 15A CIRCUIT BREAKER ��' /84P O'G N E 21 1 EATON 05146629-5591 1000VA UPS 22 16 ALLEN BRADLEY 700-HLT1224 TERMINAL BLOCK RELAY 24VDC _ 03 23 239 ENTRELEC 115 486 03 TERMINAL BLOCK,GREY Vc CO 24 16 ENTRELEC 165 488 27 TERMINAL BLOCK,GREEN,GND O . 25 10 ENTRELEC 115 661 21 FUSED TERMINAL BLOCK,NEON 120VAC a%- Y 26 158 ENTRELEC 116 661 23 FUSED TERMINAL BLOCK,24VDC INDICATOR W p u 27 AR ENTRELEC 103 002 26 END STOP ' S L.O C) 28 AR ENTRELEC 114 994 07 END SECTION � � L O I 29 AR SUSSMAN GMA-1R 1AMP FUSE,5020 C7 • L 30 AR BUSSMAN GMA-2R 2AMP FUSE,5X21 ' ST 1! ...--/ 4U a_ lit 31 AR SUSSMAN GMA-SR SAMP FUSE,5X22 J= as 0 32 AR BUSSMAN GMA-15R 15AMP FUSE,5023 mm u m 84 33 1 PHOENIX 5600461 DUPLEX RECPT 15A DIN MT PLASTC 00 O C W 34 2 SOLA SDN 10-24-1000 24VDC POWER SUPPLY,10A OP 35 1 SOLA SDN 2.5/20 RED 24VDC POWER SUPPLY REDUNDANCY MODULE 36 AR SIEMENS 5571146 DIN RAIL 35X7.5MM X 2M 6.5 37 AR ALLEN BRADLEY 1492-096 HIGH RISE 0114 RAIL PER 1M 38 AR THOMAS&BETTS TY2X4NPW6 2 X4 DUCT WHITE NARROW 39 AR THOMAS&BETTS TY2CPW6 COVER 2 WIDE WHITE CVR . 40 AR THOMAS&BETTS TY3X4NPW6 3%4 DUCT WHITE NARROW 41 AR THOMAS&BETTS TY3CPW6 COVER 3 WIDE WHITE CVR o LU CC 42 1 ALLEN BRADLEY 1492-010200 20A CIRCUIT BREAKER '.cR z O O 43 1 SYCOM SYC-120-HW SURGE ARRESTOR V CJ O ti 14 2 PHOENIX 5600525 DUPLEX RECPT 204 DIN MT PLASTC J Z~ Q 45 1 EATON HH-1030!236 GROUND BAR ~ Q W O CC 46 1 STANDARD 508 UL LABEL(NITW) INDUSTRIAL CONTROL PANEL _ I 141 CO Lj I~ 0CC Z �>°- W c a NQ O -- - _ r 5 -� 1 cc @] 1 C/) CC Q H-O o 1 FNW 51 OIT-123 oI, ti ti 17- I b_ - = •cL Z n 1-•111 sd- F_ O 7 yS W III it DESIGNED: CAG czC �. DETAILED: cm CAD CHECKED: FT. .e ° APPROVED: FIR ,.. DATE. FEBRUARY 2014 0_ /2 7 IF THIS BAR DOES NOT MEASURE I. THEN DRAWING I5 NOT TO FULL SCALE NOTE: PROJECT NO. ALL DIMENSIONS 175033 ARE IN INCHES 123 . CONFORMED TO BID DOCUMENTS 103 of 141 J r N ts LAYOUT BILL OF MATERIALS 1 1 HOFFMAN A727212ULP 72X72X12 FREE STANDING ENCLOSURE-3 POINT LATCH 2 1 HOFFMAN A72P72 BACK PANEL FOR ABOVE ENCLOSURE $ Ii i i i 3 2 HOFFMAN LF120V15 15"ENCLOSURE LIGHT 1 T. 4 1 NTRON 5167%-N ETHERNET SWITCH 3 R 5 1 HOFFMAN CSD20206 20X20X6 CONCEPT WALL MOUNT ENCLOSURE �p C o e 0! ° �, ...1_,., O ° "f 6 2 ESTEEM 195C ETHERNET RADIO 11 8 R 7 2 POLYPHASER IS-BSOLN-C2 LIGHTNING ARRESTOR 1 FA la 8 1 MAPLE SYSTEMS OMI 5121A-CE 121N TOUCH SCREEN }'1'= J ' —_ y 9 1 ALLEN BRADLEY 1769-ECR RIGHT END CAP TERMINATOR 0 C) • t6 t7 t3 a tg 75 tB ®��� 10 3 ALLEN BRADLEY 1768-ENBT COMPACTLOGIXL4XETHERNET/IPBRIDGEMODULE k 11 2 ALLEN BRADLEY 1768-L43 COMPACTLOGIX L43 PROCESSOR,2.0M MEMORY 8 8 4 g 3X4 WIREWAY mm 12 2 ALLEN BRADLEY 1768-P83 COMPACTLOGIX 5V/24V DC INPUT NON-REDUNDANT POWER SUPPLY y`orM t T 3h~�I R 13 1 ALLEN BRADLEY 1769-CRR1 RIGHT BANK-TO-RIGHT BANK EXPANSION(305 MM) =.r o,�r (�J1 OO " O ,`4 t L.l[:::1 43 33 ® 3a 3S - �I OI O 14 1 ALLEN BRADLEY 1769-ECL LEFT END CAP TERMINATOR e 1!-‘1- l�ri 1 15 4 ALLEN BRADLEY 1769-IFS 8 CHANNEL ANALOG CURRENT INPUT MODULE t` JA I ESTEEM ESTEEM 16 5 ALLEN BRADLEY 1769-1016 16 POINT 24VDC SINKING/SOURCING INPUT MODULE ���'See .05: 1 I,�,1 .. 17 1 ALLEN BRADLEY 1769-0816 16 POINT SOURCING OUTPUT MODULE I IS 0 I ^� I moo• ��f+ �I �I.�h 0 18 2 ALLEN BRADLEY 1769-OF8C 8 CHANNEL ANALOG CURRENTOUTPUT MODULE m 3X4 WIREWAY 00 19 1 ALLEN BRADLEY 1769-PA2 120/24OVAC POWER SUPPLY 6Ik 20 2 ALLEN BRADLEY 1492-G51G150 15A CIRCUIT BREAKER a° o ® q_an ° Woo qq ® 0 0 0 0 21 1 EATON 05146629-5591 1000VA UPS �= o 15. O a2 ��� o 22 16 ALLEN BRADLEY 700 HL71Z24 TERMINAL BLOCK RELAY 24VDC V d "�® 0 0 0 45 �® 23 239 ENTRELEC 115 486 03 TERMINAL BLOCK,GREY V 3 S 1 0 _a: 0 __ 0 24 16 ENTRELEC 165 488 27 TERMINAL BLOCK,GREEN,GND Ja 1 Z 5. 0 - 25 10 ENTRELEC 11566121 FUSED TERMINAL BLOCK,NEON12OVAC m :, , -- 26 158 ENTRELEC 116 661 23 FUSED TERMINAL BLOCK,24VDC INDICATOR K t41 • ® =_? 22 27 AR ENTRELEC 103 END STOP n>. ›.. 0 )._ >. >_ . . 0 0 3 ® 3 _ 28 AR ENTRELEC 114 994 07 END SECTION • ® g a 29 AR BUSSMAN GMA-1R 1AMP FUSE,5X20 g 0 g g S g _ 30 AR BUSSMAN GMA-2R 2AMP FUSE,5X21 v v aX a aX .® v ® . 0 .. . rXi q N N 0 . 31 AR BUSSMAN GMA-5R SAMP FUSE,5X22 0 38 3a 38 3a 38 o 32 AR BUSSMAN GMA-15R 15AMP FUSE,5X23 Q 0 a ® 27 B CC CC 3g U 3g U 3g e i 33 1 PHOENIX 5600461 DUPLEX RECPT 15A DIN MT PLASTC Z 34 2 .SOLA SON 10-24-100C 24VDC POWER SUPPLY,10A �O O ti e e s o 35 1 SOLA SDN 2.5/20 RED 24VDC POWER SUPPLY REDUNDANCY MODULE F� Q 2 W 0 e e w 0 e e 0 36 AR SIEMENS 5ST1146 DIN RAIL 35X7.5MM X 2M 6.5 I CC U O ti e e 0 37 AR ALLEN BRADLEY 1492-DR6 HIGH RISE DIN RAIL PER 1M Z 4 a O a e e 6 38 AR THOMAS&BETTS TY2X4NPW6 2 X 4 DUCT WHITE NARROW O CC CC N Q I a 39 AR THOMAS&BETTS TY2CPW6 COVER 2 WIDE WHITE CVR W Cl..Cl_ " 0 8 e o 40 AR THOMAS&BETTS TY3X4NPW6 3 X 4 DUCT WHITE NARROW CO CC Q 0 Cc 8 8 8 8 81 0 W ti cc t@ 41 AR THOMAS&BETTS TY3CPW6 COVER 3 WIDE WHITE CVR I ~ W +O' • 3X4 WIREWAY �, ® ° o` 42 1 ALLEN BRADLEY 1492-GS1G200 20A CIRCUIT BREAKER LLl CD `O Z + J 43 1 SYCOM _SYC-120-HW SURGE ARRESTOR Q CO LL 44 2 PHOENIX 5600525 DUPLEX RECPT 20A DIN MT PLASTC 45 1 EATON HH-10304236 GROUND BAR 46 1 STANDARD 508 UL LABEL(NITW) INDUSTRIAL CONTROL PANEL COMPONENT TAG ENGRAVING FONT IS COURIER-WHITE PLASTIC 1/4IN HIGH ENGRAVED LETTERING ON A BLACK BACKGROUND DESIGNED: GAG CB1 RACK1 RECPT2 DETAILFD: cm • . CHECKED: FMR CB2 RACK2 RECPT3 APPROVED: FMR CB3 RAD101 DATE: FEBRUARY 2014 PS1 RAD102 Q FFIgT/2 t�d j PS2 RECPT1 IF THIS BAR GOES NOT MEASURE 1• THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. ENCLOSURE TAG ENGRAVING 175033 _ FONT IS COURIER-WHITE PLASTIC 1/21N HIGH ENGRAVED LETTERING ON A BLACK BACKGROUND 124 FNW 51 RTU-123 I FNW 51 OIT-123 I I I SHEET f CONFORMED TO BID DOCUMENTS 104 OF 141 g . Y U 1500 LI TB3 _ m I f.FNW514P-01 CKTOe(120YAC) from FWI-51-LP-01 CKTIS N 1518 a 241 +24 IN I —I co M�� CBI from 1513 from 1513 24VDC • REDUNDANCY MODULE SURGE — TB3 1501 • L ARRESTOR N 1519 n 242 +24 IN I 0 COM�� �j 1 from 1515 from 1515 $ INTEGRAL SWITCH M TB1-F1 PANEL LIGHT TB1 1502 UPS-L1A• 0 TBt-Ft N N N 1520 +24 OUT I COM • L1 ` N RED1 TB1-F2 TB1 TB3-F1 ' ? ' 1503 • 5A 0 N N 1521 • 0 2A 0 TB3-F1 DIGITAL OUTPUT CARD 1 • DCCOM COM DCCOM • Ii a . 10 5100,5120 10 5180,5120 $ R RECP1 912 UPS LINE POWER TB1 TB3 o a _ CB2 N N TB3-F2 DCCOM ■ R 1504 15A I N 1522 • 0 2A 11 I COM • 7.® —• UNINTERRUPTIBLE a a s W a - POWER SOURCE UPS OUTPUT POWER LL TB3 F3 TB3 € k g ; g 1505 UPS-L1 �J UPS-N 1523 a 2A 0 TB3-F3 ► ANALOG OUTPUT CARDS • COM , DCCOM • `, k 7,44.' g SS ♦ .' RECPT2 ® �� .• „°OOH N MODEM -. _ 7 ® � TB3 F4 1506 ► �i CB3 — N I TN1 I N • 1524 •• 0 5A 0 TB3-F4 ► ETHERNET/IP TAP 1 • DCCOM C01A I DCCOM • °� to i f!1 1 D___VPNFIREWALL �f IB2` *'•``y E RECPT3 RADIO1 ® TB1 TB3-F5 TB3 ii 1507 \�� ® N N N 1525 •• �0 � 5 • PANELVIEW • COM DCCOM • Q m �\ • m C � }--RADI02 Q a $ Q �/ TB3 LN 5 '� 1508 1526 • 0 2AF0 T133-F8 ► HMI NETWORK SWITCH •--COCC4A COM DCCOM • >2_ 6 ,a L a TB2-F1 RACK 1 TB1 T83-F7 TB3-F7 DCCOM TB3 DCCOM SEE DETAILS C� > u TB2-F1 — UPS-N UPS-N 1509 • EMI] L1 POWER SUPPLY I N N •• 1527 •�-0 2A 0 ► FNW51FITO1 • I COM I • 148.DWG °a I— PS3 PRESSURE ZONE 410 FLOW METER 0:112 It i =- to a 2,,, TB2-F2 RACK 2 TB1 TB3 TB2-F2 1510 • 0 15A 0 L1 POWER SUPPLY N UPS-N I N UPS-N • TB3-F8 TB3-F6 DCCOM DCCOM SEE DETAILS 1528 • ii 2* 0 ► FNW51FIT71 • COM I • 148.DWG 1 P34 PRESSURE ZONE 470 FLOW METER . TB2-F3 RACK 3 _ TB1 TB3 1511 • 0 irk 0 TB2-F3 L1 POWER SUPPLY N UPS-N N UPS-N • T83-F9 TB3-F9 DCCOM DCCOM SEE DETAILS 1529 �� y5 0 a FNW51AIT81 • COM I • I46.DWG 1 PS5 WATER QUALITY SAMPLE pH TRANSMITTER TB2-F4 TB1 TB3 Q CC W CC 1512 • 0 SA 1) I N I UPS-N • 1530 • 02010 TB3-F10 • FNW51AIT82 • DCCOM COM DCCOM SEE DETAILS Q z V j O WATER QUALITY SAMPLE TOTAL CHLORINE TRANSMITTER 147.DWG Cl-0 O ti TB2-F5 TB1 ti 1..4 iii rzr En Q 2 03 ti TB2-F5 L1 24VDC N UPS-N N UPS-N TB3-F11 TB3-F11 TB3 Cr LU ti Q 1513 • 0 0 7 POWER SUPPLY I 1531 �-0 2A 0 ► FNW51FSH81 • DCCOM COM DCCOM • SEE DETAILS I W U¢W T817 F11 , T817.12 WATER QUALITY SAMPLE FLOW SWITCH 149.DWG ti O e• —OK� 1- OK • OS from 4187 — — b 4168 MCI(.) 24-1 COM-1 TB3 Q N cc I-I • +24 COM ► TB3-F12 CL_ *-W 1514 101518 Oo 1518 1532 • DCCOM 3 1 PS1 0 0 COM • Cn CC Q ti a__ - TB2-F6 TB1 O 61-7,F C] 1515 • TB2-F6 24VDC UPS-N UPS-N 0 SA 0 L1 POWER SUPPLY I N • 1533 • 0 yW 0 C DCCOM • - Q CCI TB17-F12 T817-13 J from41% OK —OK- b4170 24-2 COM-2 1518 1D 1519 +24 COM p01519 1534 I PS2 TB2-F7 TB1 DESIGNED: CAG 1517 MA I N UPS-N 1535 DETAILED: CAE Y V CHECKED: FIR +24 DCCOM APPROVED: FMB CONTINUED ON LATER SHEETS CONTINUED ON LATER SHEETS -- DATE: FEBRUARY 2014 0 1'2 1 Isn IF THIS BAR DOES NOT MEASURE 1' THEN ORAWINO IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WIRING 175033 120 VAC N WHT TSP- BLK FIELD WRING ❑ WIRE TERMINAL 125 24VDC+ BLU GROUND GRN CO] FUSED TERMINAL I E o 24VDC COM WHT/BLU m GND TERMINAL SHEET e ` CONFORMED TO BID DOCUMENTS 105 OF 141 J 'i 1 Y I I 2100 FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE ALL 17691F8 LEY 9 ANALOG INPUT MODULE CONTINUED ON PREVIOUS SHEET CONTINUED ON PREVIOUS SHEET RACK 2,SLOT 1 2101 DCCOM +24 , v v TB10 gi j F1 +24 • ; i ' 'ii 2102 BONITA PUMP STATION + TB10-2 RED RED TB10-2 TB10-2 RED RED TB10-2 �A 1 I TB10-2 ((( 2 3 i IN 0+ CHO PUMP NO.1 VFD SPEED C TB10-3 BLK f t I BLK TB10-3 TB10-3 BLK J L ] BLK TB10-3 TB1 O.3 BONITA PUMP STATION ff a 3 0 FNW518011100 ± 1l� SHLD SHLD 7 3 • 2 V!IN 0- 0-10 MP 40.1 VFD SPEED l i ff 4 ANALOG COM FNW51SI10 2103 ' . 8 TB10 ¢ : I F4 I +24 • ° ^ 2104 BONITAPUMPSTATION + TB10-5 RED RED TB10-5 TB10-5 RED -, RED TB10-5 IA TB10-5 ti PUMP 40.2 VFD SPEED 5 7 i IN 1+ CH1 BONITA PUMP STATION 0-100% C TB10-6 BLK J BLK TB TB10-6 BLK I J BLK TB10-6 6 7810.6 6 VA IN 1- ff S W FNW515120 _ S• HLD SHLD T 0-100 40.2 VFD SPEED '. 4 o - l 8 ANALOG COM FNW51SI20 i t ff t g 2105 �0 /. 7734*'+ ; 5 TB10 t o,,, ^+ +24 • r. _ N TB10-8 RED 1, RED TB10-8 TB10-8 RED RED TB10-8 I TB10-8 2106 BONA PUMP AON 8 11 i IN 2+ CH2 t i PUMP 40.3 VFD SPEED TB10-9 BLK f l BLK TB10-9 T610� BLK ( J l V BLK 7810 9 TB10-9 BONITA PUMP STATION �f `' g FNVl-1000 Y `� Y 9 10 A IN2- PUMP NO.3 VFD SPEED fill at-* O SHLD SHLD 12 ANALOG COM FNW51S130 2107 v • TB10 4 i I FAD r +24 • W c g 1Q 2108 BPS PRESSURE ZONE 410 c;\__:__TBloll RED „ ,, RED TB10-11 TB10-11 RED RED TB10-11 TB10-11 >-o g. ti 11 15 i IN 3+ CH3 DISCHARGE FLOW TB10-12 BLK f • BLK TB10-12 TB10 12 BLK f l B- LK TB10-12 TB10-12 BIAS PRESSURE ZONE 410 Q V 0-12 MGD 12 • 14 VA IN 3- DISCHARGE FLOW FNW5IF101 Y SHLD _ SHLD 16 ANALOG COM FNW51FI01 (Y,)3 k4 2109 g 4 6 TB10-F13 RED RED RED RED TB10-F13 TB10 +24 mm, 80NRAPUMP STATION + <J1-PIN 1 J1-PIN 1< r, I F13 I • O !� 2110 ���PRESSURE 7810 14 BLK I l BLK SEE DETAILS BLK 1 BLK TB10-14 I IA TB10-14 0-80 PSI _, <J1-PIN2 J1-PIN2< y f \ 14 21 i IN 4+ CH4 FNW51P101 T S• HLD 145.DWG SHLD J Y DCCOM TB10-15 BONITA PUMP STATION <J1-PIN 5 J7-PIN 5< - • 15 I 20 VA IN 4- SUCTION PRESSURE 0-80 PSI 22 ANALOG COM FNW51PI01 2111 . LU TB10 --1 • 7810-F16 RED „ RED RED RED TB10-F18 F18 +24 C W O BPS PRESSURE ZONE 410 + ^ <J1-PIN1 J1-PIN 1< I I 4 CC 20 DISCHARGE PRESSURE-PRIMARY 7810-17 BLK f BLK SEE DETAILS BLK f 1. B- LK T1310-17 IA 1810-17 Z 2112 0-180 PSI <J1-PIN 2 J1-PIN 2 C 17 25 iIN 5+ CH5 Q FNW51P102 T S• HLD I45.DWG SHLD S DCCOM TB10-18 BPS PRESSURE ZONE 410 CL,Q O ti <J1-PIN 5 J1-PIN 5< _ • 18 • 24 VA IN 5 DISCHARGE PRESSURE-PRIMARY Cy = U Q co 26 ANALOG COM FNW51PI02 ti fn Q 2 2 ti 2113 I L .) ULI(n ( OW TB10 �CCZ CI.-J 7810-F19 RED „ RED RED RED TB10-F19 +24 BPS PRESSURE IONE 410 + '+ <J1-PIN 1 J1-PIN 1< I F79 • Q N Q DISCHARGE PRESSURE-SECONDARY TB10-20 BLK J l BLK SEE DETAILS BLK f B- LK TB10-20 IA TB10 20 W ' 2114 0-160 PSI - <J1-PIN 2 J1-PIN 2< 20 29 i IN 6+ CH6 S FNW51P103 Y SHLD 145.DWG �' BPS PRESSURE ZONE 410 O <J1-PIN 5 J1-PIN 5< SHLD • DCCOM 21 7610 21 28 V!IN 6 DISCHARGE I PRESSURE-SECONDARY O Ci) Q F-F^U cc O 30 ANALOG COM FNW51PI03 Q Z i-Cr) 2115 Ll.l 0 u.) CO CV. TB10 J U.U - F22 +24 IA • 2116 23 7810-23 33 iIN 7+ CH7 24 TB10 24 • 32 VA IN 7- 34 ANALOG COM SPARE DESIGNED: CAG 2117 DETAILED: cAG I I CHECKED: FUR V V APPROVED: FAR DCCOM +24 DATE. FEBRUARY 2014 CONTINUED ON NEXT SHEET CONTINUED ON NEXT SHEET O2 IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. _- WIRE COLORS UNLESS NOTED P7 75033 120 VAC+ RED TSP+ RED PANEL WIRING € 120 VAC N WHT TSP- BLK ----- FIELDWIRING ❑ WIRE TERMINAL me 24 VDC+ BLU GROUND GRN DJ FUSED TERMINAL SHEET V g g 24 VDC COM WHT/BLU m GND TERMINAL SHEET 20- ` CONFORMED TO BID DOCUMENTS 106 OF 141 r 1 1 I I U 2120 ALLEN-BRADLEY FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 1769-IF8 ANALOG INPUT MODULE CONTINUED ON PREVIOUS SHEET CONTINUED ON PREVIOUS SHEET RACK 2,SLOT 2 2121 DCCOM +24 v V TB11 I F1 I +24 1 VIN D+ 6 ; ; ; `� • TB11-2 RED . -, RED RED ,. RED TB11-2 �� T811-2 BONITA PUMP STATION 2122 BONITA PUMP STATION + <J1-PIN 1 J1-PIN 1< '' 2 - 3 I IN 0+ CHO " WATER QUALITY SAMPLE PH TB11-3 BLK f 1 BLK SEE DETAILS BLK f ELK TB11-3 TB11-3 WATER QUALITY SAMPLE PH E D-13 PH - y <J1-PIN 2 J1-PIN 2< ,) 3 - 2 V/IIN 0- l SHLD 146 DWG SHLD 7 - FNW51A181 �° B FNW51A181 Y <J1-PIN 5 Ji-PIN 5< 4 ANLG COM e 2123 TB11 2 F4 +24 • 5 VIN 1+ B TB11-5 RED RED RED RED T811S a TB11-5 BPS WATER QUALITY SAMPLE m 2124 BPS WATER QUALITY SAMPLE C-+ <J1-PIN 1 J1-PIN 1< 5 7 IIN 1+ CH1 TOTAL CHLORINE RESIDUAL TOTAL CHLORINE RESIDUAL T911- ELK f 1 ELK SEE DETAILS BLK f ELK TB11-6 x811-6 W 45 PPM - Y <J1-PIN 2 J1-PIN 2< 8 6 VA IN 1- 0.5 PPM S W m FNW51AI82 .- l SHLD I47.DWG SHLD r - FNW51AI82 . 2 '' o <J1-PIN 5 8 ANLG COM J1-PIN 5< k J o 2125 `• A '1,y+'` N 5 Tell .� t` � • °o . ^' T811-F7 RED „ RED TB11-F7 TB11-F7 RED ,., RED TB11-F7 1 I +24 9 VIN 2+ a 'tt• y� BPS ENGINE GENERATOR + • 2126 FUEL LEVEL 'TB11-8 BLK f BLK TB11-0 TB11-8 BLK f l BLK TB11-8 �� T1311-8 BPS ENGINE GENERATOR %d i te' j FNY 51L81 8 11 IIN 2+ CH2 FUEL LEVEL ' '� i SHLD SHLD • DCCOM 9 TB_11-9 10 VA IN 2- 0-10016 `J./s v ,,e'`'Ns 8 FNW51LI91 12 ANLG COM 2d v TB11 1—t_ 0 +24 0 Q o .O F10 • 13 VIN 3+ L61 A I 11-11 11 15 IIN3+ CH3 >� QQ 1i TB 12 TB11-12 14 V/I IN 3- SPARE Y C•Zrig 3 1 : u - S 16 ANLG COM (,) c m I ` Q nu J� C T811 133 c2 % t 1A +24 • 19 VIN 4+ W 1A T811-14 II 14 21 IIN 4+ CH4 15 T811-15 20 VA IN 4- SPARE 22 ANLG COM W TB11 Q +24 CC O F16 I • 23 VIN 5+ W O 17 1 T811-17 25 IIN 5+ CH5 Q 4O Is 18 TB11-18 24 VA IN 5- SPARE � ti ti JO �I- U 4 26 ANLG COM I~ (/)Q W 2 Q 2133 ' LLI(!) U 8 W TB11 CE a o O - F19 IA +24 • 27 VIN 6+ Lll c 2134 20 TB11-20 - 29 IIN 6+ CH8 S N 21 TB11-21 28 VA IN 6- (I) QC ti I'W 30 ANLG COM SPARE o Q Z 0 2135 111 5 O 41 CO Cv TB11 ."--C U +24 • 31 VIN 7+ CC 1A 2136 23 TB11-23 33 1 I 7+ CH7 TB11-24 24 32 VA IN 7- SPARE 34 ANLG COM DESIGNED: CM 2137 I I CAB CHECKED: FMi APPROVED: FMi DCCOM +24 DATE: FEBRUARY 2014 CONTINUED ON NEXT SHEET CONTINUED ON NEXT SHEET C + 2 IF THIS BAR DOES NOT MEASURE i THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WRING 175033 g 120 VAC N WHT TSP- BLK FIELD WRING ❑ W RE TERMINAL 127 24 VDC+ VVH GROUND GRN ® FUSED TERMINAL g 24 VDC COM WHT/BLU CE GND TERMINAL SHEET °a CONFORMED TO BID DOCUMENTS 107 OF 141 r 1 I I 8 2140 ALLEN-BRADLEY ¢ FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 1769-IF8 ANALOG INPUT MODULE CONTINUED ON PREVIOUS SHEET CONTINUED ON PREVIOUS SHEET RACK 2,SLOT 3 I 2141 DCCOM +24 v V TB12 4 ^ � + Fl +24 • 1 VIN 0+ ; iii i 2142 BONITAPUMPS7ATION + TB12-2 RED „ ^ RED TB12-2 TB12-2 RED c RED TB12-2 ' 2 TB12-2 3 IINO+ CHO PUMP NO.4 VFD SPEED �- TB12-3 BLK - f l BLK TB12-3 T812-3 BLK f 1 BLK TB12-3 TB12-3 BONITA PUMP STATION : 3 0-100% 3 2 V/I IN 0- PUMP NO.4 VFD SPEED p FN1518140 Y Y SHLD SHLD .. 0-100% S ��, 4 ANLG COM FNW51SI40 y N 7 2143 II § ti w: TB12 — 1 F4 f _+24 L • 5 VIN 1+ P ' TB12-5 RED RED TB12-5 TB12-5 RED RED TB12-5 5 7612-5 7 IIN 1+ CH1 N 2144 BONITA PUMP STATION + ^ BONITA PUMP STATION PUMP NO.5 VFD SPEED(FUTURE) TB12-6 BLK f 1 BLK T812-8 TB12-8 BLK f 1 BLK TB12-8 TB12-6 0-100% 6 6 V/1 IN 1- PUMP NO.5 VFD SPEED(FUTURE) W g FNW51SI50 . SHLD SHLD 0-100% y ti o J 8 ANLG COM FNW51SI50 a i t o g it w 2145 y`p4' 7744, E TB12 ti °"r 'r ' F7 +24 • 9 VIN 2+ s \L = N 7812$ RED RED TB12-6 TB12-8 RED RED TB12-8 u ' TB12-8 �`• e " g 2146 BONITA PUMP STATION + i t PUMPNO.6VFDSPEED \ / TB12-9 BLK 1 BLK T812-9 TB12-9 BLK f 1. BLK T812-9 - 8 T812-9 11 IIN2+ CH2 BONITAPUMPSTATION off �_ FN -13160 v y y — 9 10 V/I IN 2- 0-100%PUMP 0.6 VFD SPEED .tsY ,,,,,,,c."' ,,4,� E ` SHLD SHLD J 12 ANLG COM FNW51S160 / <t o 2147 v I m TB12 0 F10 +24 <v m 1 IA 2148 TB12-11 RED RED TB12-11 TB12-11 RED RED • 13 VIN 3+ 1111•E, BPS PRESSURE ZONE 470 + TB12-11 11 TB12-11 _ 15 I IN 3+ CH3 > • DISCHARGE FLOW TB12-12 TB12-12 O V 0 0-12 MOD 7812-12 BLK J f l BLK T812-12 T612-12 BLK f 1 1 BLK BPS DISCHARGE RE ZONE 470 F0-12M71 Y 12 14 V/I a�GD EFLOW Y 3 is a SHLD SHLD 7 - 16 ANLG COM FNW51F171 0 c ;i ii,o 2149 on b 7812 CIO co _ J F13 +24 19 VIN 4+ �• W TB12-14 RED RED RED RED 7812-14 T812-14 2150 BPS PRESSURE ZONE 470 + <J1-PIN 1 Jt-PIN 1< 14 — 21 1 IN 4+ CH4 DISCHARGE PRESSURE-PRIMARY TB12-15 BLK f 1 BLK SEE DETAILS BLK l BPS PRESSURE ZONE 470 0-160 PSI <J1-PIN 2 J1-PIN 2< f l C ELK TB12 15 15 1812-15 20 V/I IN 4- DISCHARGE PRESSURE-PRIMARY FNW51P171 Y SHLD 145.DWG SHLD 0-160- <J1-PIN 5 J1-PIN 5< 22 ANLG COM FNW PSI FNW51P171 2151 UJ 7812-F16 RED ^ RED RED RED TB12-F16 TB12 6 +24 Q W p BPS PRESSURE ZONE 470 + r+ IA • DISCHARGE PRESSURE-SECONDARY <J1-PIN 1 J1-PIN 1< J • 23 VIN 5+ LC CC O TB12-17 BLK f 1 BLK SEE DETAILS BLK f BLK 7612-17 TB12-17 z O 2152 0.160 PSI - <J1-PIN 2 J1-PIN 2< 17 25 I IN 5+ CH5 2 FNW51P172 SHLD 145 DWG SHLD 7 Y • DCCOM 18 1812-18 24 V/I IN 5- DISCHARGE PRESSURE SECONDARY ti 0 O~ <J1-PIN 5 J1-PIN 5< - 0-160 PSI =I. U 0. 26 ANLG COM FNW51PI72 ti C/)Q 12 2 ti 2153 I W Cr) L)L � 4� 0 7612 O J Pi? +24 • 27 VIN 8+ W 0- N Q 1 C'D 2154 20 _7812-20 29 IIN 6+ CH6 S M ' 21 TB12-21 28 VA IN 6- 0)CC Q ~~2 Q o U 30 ANLG COM SPARE Q Z C j 2155 Yam N TB12 U I F22 3 +24 • 31 VIN 7+ 1 2156 23 1812-23 33 IIN 7+ CH7 T612-24 24 32 VA IN 7- 34 ANLG COM SPARE DESIGNED CAG 2157 DETAILED: CAS I I CHECKED: FUR V V APPROVED: FM DCCOM +24 DATE. FEBRUARY 2014 CONTINUED ON NEXT SHEET CONTINUED ON NEXT SHEET q +rz i IF THIS BAR®DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED P1750 NO. 120 VAC+ RED TSP+ RED PANEL WIRING 175033 _ It 12O VAC N -WI-IT TSP- BLK ----- FIELD WIRING 0 WIRE TERMINAL 128 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL I E $ 24 VDC COM WHT/BLU m GND TERMINAL SHEET ss ` CONFORMED TO BID DOCUMENTS 108 OF 141 / r - 1 1 e, 2160 ALLEN-BRADLEY FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 1769-IFS ANALOG INPUT MODULE CONTINUED ON PREVIOUS SHEET CONTINUED ON PREVIOUS SHEET RACK 2, SLOT 4 i' 2161 DCCOM +24 v v TB13 a ^ 1 I F1 1A l +24 • 1 VIN 2162 2 TB13-2 3 1 I O+ CHO SPARE S • DCCOM 3 7613 � "3 2 V/I IN 0- 3 % g 4 ANLG COM 1 g 2163 8 N E TB13 — I F4 1 +24 1 IA I • 5 VIN 1+ A n 2164 5 TB13-5 7 IIN 1+ CH1 SPARE : m N DCCOM ' 8 ' T813-6 6 VA IN 1- . - i W I 8 ANLG COM Sit aW 2165 y1or'� 1ji4+a` p„ S TB13 °°ir N V I F7 1A I +24 9 VIN 2+ o _ _ E 2166 8 TB13-0 11 1 IN 2+ CH2 SPARE % t° .,7 9 1813-9 10 WI IN 2- �r1"3. ..+'c 6 12 ANLG COM = ti / 2167 V m TB13 ~ _ c pik +24 Q a F10 I f 13 VIN 3+ W o c 1A T813-11 2168 11 15 IIN 3+ CH3 SPARE >17 dF 6 12- TB13-12 14 V!I IN 3 Oa G V he t- � 16 ANLG COM (,)c o i 2169 6 TB13 mm a Ilk fil " +24 • 19 VIN 4+ a3 th., A 2170 14 TB13-14 21 1 I 4+ CH4 SPARE II 15 781315 - 20 VI1 IN 4- 22 ANLG COM 2171 LU TB13 CZ 1_F16I +24 • 23 VIN 5+ 4 T813-17 cc R 2172 17 - 25 IIN 5+ CH5 SPARE Q Z �O 18- 761318 24 V/IIN 5- H H 1►1 �O j 28 ANLG COM C=Q w ti H 2173 I cc~ ti 1-14 CO UC7w TB13 I`4 4 O O +24 �CC �z U IA • 27 VIN6+ W 44 NQt 781320 '� 2174 20 29 IIN 6+ CH6 SPARE e}g 21- TB13-21 28 V!I IN 6- CC Q �'ti w ccUU 30 ANLG COM Q Z 2175 TB13 J 11 U - F22 +24 IA 31 VIN 7+ 2176 23 781323 33 1 I 7+ CH7 SPARE 24- 781324 32 V/1 IN 7- 34 ANLG COM DESIGNED: CAG 2177 DETAILED: cm I I CHECKED: FMR APPROVED: FUR DATE: FEBRUARY 2014 0 1i2 1 IF THIS BAR ODES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WIRING i 75033 g 120 VAC N WHT ,TSP- BLK ----- FIELD WIRING ❑ WIRE TERMINAL I2 2 9 ' 24 VDC+ BLU GROUND SRN ® FUSED TERMINAL SHEET o \ 24VDCCOM WHT/BLU I] GNDTERMINAL CONFORMED TO BID DOCUMENTS 109 OF 141 f ALLEN-BRADLEY 1769-OF8C T83-F3 DCCOM ANALOG OUTPUT MODULE I I ' kan1523 1oml523 RACK 2,SLOT FIELD JUNCTION(WHERE REQUIRED) 3100 PLC ENCLOSURE FIELD PROCESS AERA 17 DC NEUT 18 +24VDC BONITA PUMP STATION TB14 3101 PUMP NO.1 VFD SPEED CONTROL TB14-F1 F1 TB14-F1 RED TB14-F1 TB14-F1 RED .�RED TB14-F1 + BONITA PUMP STATION FNW5ISC 0 CHO IOUT- 0 TB14-2 I 2 TB14-2 f A. BLK TB14-2 TB14-2 BLK J I , BLK TB14-2 PUMP NO.1 VFD SPEED CONTROL ANALOG COM 2 �/ 0-100% I SHLD SHLD J FNW51SC10 3102 3 g 8 it BONITA PUMP STATION TB14 3103 i. ti H PUMP NO.2 VFD SPEED CON 0-100%TROL CH1 IOUT- 1 4 TB14-F3 I F3 TB14-F3 RED TB14-F3 TB14-F3 RED ,.. ,�RED TB14-F3 + BONITA PUMP STATION FNW51SC20 TB14-4 ,A ' TB14-4 I . BLK TB14-4 TB14-4 BLK f A. BLK TB14-4 PUMP NO 2 VFD SPEED CONTROL o ANALOG COM 3 4 0-100 k g g 7 SHLD SHLD X FNW51SC20 3104 w ff , i .. i 0 aaaI ' L' 773 - BONITA PUMP STATION TB14 3105 mss''' +\s yFO� PUMP NO.3 VFD SPEED CONTROL CH2 IOUT- 2 6 TB14-F5 I F5 TB14-F5 RED TB14-F5 1B14-F5 RED ,. ,,RED T814-F5 + BONITA PUMP STATION �' er ~= S?i IA FNW51SC30 TB14-6 TB14-6 _r BLK TB14-6 TB14-6 BLK J BLK TB14-6 O PUMP NO 3 VFD SPEED CONTROL a 1 s ANALOG COM 5 6 — 0-100% X SHLD SHLD 7 FNW51SC30 sf � y 3106 srs2y 1.LN P� 2 °' TB14 3107 m c SPARE CH3 IOUT- 3 8 T814 F7 F7 Q TB14-8 • IA ANALOG COM 7 8 W o m›� a <6 31 D8 O V i :4 i: 'a 4 IS TB14 3109 m m SPARE CH4 IOUT-4 10 TB14-F9 I FB m TB14-10 lA op a t■:. ANALOG COM 9 10 3110 TB14 3111 W SPARE TB14-F11 ' F11 ' CH5 TOUT- 5 12 IA Q W Q ANALOG COM 11 -- TB14-12 12 Q Z j CD 3112 (D O J ~ = Q I� URJ I--- CC� LU CO L11(/) UC7W TB14 3113 0 ? Q O O SPARE CH6 TOUT- 6 14 TB14 F13 F13 I u � �� 2 2 1--.-, ANALOG COM 13 T814 14 14 ill O.4 Q Q S u�w 3114 O W ti a O U W cp 4, TB14 3115 Y c CV SPARE CH7 IOUT- 7 18 TB14-F15 I Ft5 Q Y U IA •ANALOG COM 15 1416 16 oc 3116 DESIGNED: ClG DETAILED: CAD 3117 CHECKED: FUR I I APPROVED: FMR DATE: FEBRUARY 2014 ITSIANgii IF THIS BM DOES NO7 MEASURE 1. THEN DRAWING IS NOT TO FULL SCALE HARE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WIRING 175033 d 120 VAC N WHT •TSP- BLK FIELD WRING ❑ W1RE TERMINAL 1 8 24VDC+ BLU ,GROUND RRN ® FUSED TERMINAL 130 o a ` 24VDC COM WHT/BLU m GND TERMINAL CONFORMED TO BID DOCUMENTS 110 SHEET OF 141 f r ' 1 ALLEN-BRADLEY 11 1769-OFBC s. T83-F3 DCCOM ANALOG OUTPUT MODULE I I o from 1523 [froml523 RACK 2,SLOT 6 FIELD JUNCTION(WHERE REQUIRED) 3120 PLC ENCLOSURE FIELD PROCESS AERA 17 DC NEUT — 18 +24VDC BONITA PUMP STATION TB15 3121 PUMP NO.4 VFD SPEED CONOT1R0OOLL CHO TOUT- 0 2 TB15-F1 1 Fl TB15-F1 RED TB15-F1 TB15-F1 RED „RED TB15-F1 + BONITA PUMP STATION 4 FNW51SC40 ANALOG COM 1 TB15-2 I 2 TB15-2 f BLK TB15-2 1815-2 BLK I v BLK 7815 2 O PUMP NO.4 VFD SPEED CONTROL Y 1 0-100% J SHLD SHLD r FNW51SC40 3122 BONITA PUMP STATION TB15 3123 d h PUMP NO.5 VFD SPEED CONTROL TB15-F3 F3 TB15-F3 f l RED TB15-F3 TB15-F3 RED „RED TB15-F3 (FUTURE)0-100% C ANALOG COM 3 4 J l BLK 1815-4 181Sd BLK f 1 v BLK TB15-4 + O PUUMP NO.5 VFD SPEED CONTROL o FNW51SC50 TB15-4 7815 4 Y o / T SHLD SHLD 7 (FUTURE) N FNW51SC50 3124 w € a > > R BONITA PUMP STATION TB15 3125 %.° PUMP NO.6 VFD SPEED TB15-F5 ' F5 TB15-F5 RED TB15-F5 TB15-F5 RED , RED TB15-F5 0 °Or '„ °1 0-100% CH2 OUT- 2 6 K + BONRA PUMP STATION v, FNW51SC60 ANALOG COM 5 1815-6 6 TB15-6 f l BLK TB15-6 1815-6 BLK f l v BLK TB15-6 PUMP NO.8 VFD SPEED o �: 7 SHLD SHLD FNW51SC60 Ee. 3126 !f 02y r.♦°'s E 0. Z 611 SPARE TB15 3127 m c m TB15-F7 1 F7 Q t p° CH3 TOUT- 3 8 J 1A W- m ANALOG COM 7 - TB15 8 8 >� EL 4 3128 ,�o 81. . ]G 3 ., o .- 0 b SPARE TB15 3129 m m' u m CH4 TOUT-4 10 TB15-F9 7815-10 1 IA ANALOG COM 9 -- j 10 t 10 3130 SPARE TB15 3131 CH5 TOUT- 5 12 TB15-F11 I FA1 C W CI ANALOG COM 11 - 181512 12 Cr Z g 3132 Za.0 2O~ r ~ cn Q Ztti 1 W� V�ti SPARE TB15 3133 4 a O O CH6 TOUT- 6 14 1815 F13 F13 2'��+ Q� ANALOG COM 13 1815114 14 w Q_4 Q 63 z 3134 C,)cc Q ti w Otiit; cr o6 Lu O In V) SPARE TB15 3135 Q m Z N CH7 IOUT- 7 16 TB15-F15 I F15 Y 7815-16 a VU ANALOG COM 15 16 OC 3136 DESIGNED: CAD DETAILED: OAD 3137 CHECKED; FM I I APPROVED: FIR DATE: FEBRUARY 2014 0 1'2 1 IF THIS BAR DOES NOT MEASURE I. THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WRING 175033 € 120 VAC N WiT TSP- 'BLK ----- FIELD WRING 0 W RE TERMINAL 1 24VDC+ BLU GROUND GRN ® FUSED TERMINAL �� l 8,. 24 VDC COM WET/BLU m GND TERMINAL SHEET a ` CONFORMED T 0 BID DOCUMENTS 111 OF 141 J r I I 8 4100 ALLEN-BRADLEY FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 176 -IQ16 4 +24 DCCOM DIGITAL INPUT MODULE T816 ° V RACK 1,SLOT 1 4101 TB16-F1 TB16-F1 I TB16-F1 T816 F1 I p1 I IA +24 --- - • BONITA PUMP STATION L 0 R FNW51HS10 TBI6 ; ' i i i PUMP NO.1 IN REMOTE -0 O I TB78 1 T816 1 I TB16 1 TB18 1 I 1 TB16-1 9 DCCOM M 1 CHO BONITA PUMP STATION 4102 PUMP N0.1 IN REMOTE 00X FNW51HS10 pip " 3 1 � .u 4103 w ; i. Si 1 A BONITA PUMP STATION FNW51Y TB16 L10 PUMP NO.1RUNNING TB16-2 TB16-2 TB16-2 TB16-2 TB16-2 BONITAPUMPSTATION 4104 • I o 2 2 IN- 1 CHi PUMPN0.IRUNNING $ FNW51YL10 LN $ •U' 2 aea4 v- 4105 .00 7j44, 18 sti BONITA PUMP STATION FNW51YA10 TB16 = - S`- 4106 PUMP NO.1 FAIL o TB16-3 TB16-3 TB16-3 TB16-3 3 TB16-3 3 IN- 2 CH2 BONITA PUMP STATION + ` '``- ,., +' PUMP N0.1 FAIL W FNW51YA10 �friB,n 11.4.y v 4107 • o\ U GA r C BONITA PUMP STATION 0 A FNW51HS11 TB16 W PUMP NO.1 BONITA PUMP STATION o 4108 GENERATOR ALLOWED •1 O ( IN- 3 CH3 TEI16-4 TB16-4 TB16-4 TB16-4 4 4 TB16-4 PUMP NO.1 9 n GENERATOR ALLOWED i o€ ti OX FNW51HS11 3 -5 , T816 U ga m s R • 4109 TB16-F2 T816-F2 I TB16-F2 T816-F2 F2 +24 ° ^~ v u y i 0 mm o at �M BONITA PUMP STATION L R FNW51HS20 TB16 �• a t 1 PUMP NO.2 IN REMOTE BONITA PUMP STATION 4110 • 01 0 ( T8164 TB16-5 I T616-5 TB16-5 i 5 TB16-5 5 IN- 4 CH4 PUMP NO.2 IN REMOTE OOX FNW51HS20 4111 W —J ACV BONITA PUMP STATION FNW51YL20 TB16 BONITA PUMP STATION CC cu o W 4112 PUMP NO.2 RUNNING • 0 I ° I TB184 TB16-6 _ T616-6 11316-6 I 6 T816-6 8 IN 5 CH5 PUMP NO.2 RUNNING ZO o 0 FNW51YL20 Is., I---i J R• " 1�Q ( - ~ cc W 2 W 4113 I �� �k-A� BONITA PUMP STATION FNW51YA20 TB16 O Q N ` 4114 PUMP NO.2 FAIL • `-I I o_ TB16-7 T816-7 TB16-7 TB16-7 7 TB16-7 7 IN- 6 CH6 BONITA PUMP STATION p W PUMP NO.2 FAIL FNW51YA20 � CC Q ti~0 O �ti eC o2. a ��4115 CO W Q _U BONITA PUMP STATION 0 A FNW51 HS21 1818 J PUMP NO.2 BONITA PUMP STATION 4116 GENERATOR ALLOWED O I O I TB16-8 1816-8 I TB16-8 TB164 I 8 181 8 IN- 7 CH7 PUMP N0.2 GENERATOR ALLOWED OX FNW51HS O DESIGNED: CAD 4117 CONTINUED ON NEXT SHEET DETAILED: 044 I I CHECKED: FMB APPROVED: FMB DATE: FEBRUARY 2014 0_ 1/2 1 • IF THIS BM DOES NOT MEASURE 1" THEN OR4WIN0 IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED P1750 O. 120 VAC+ RED TSP+ RED PANEL WIRING 175033 120 VAC N WHT ,TSP- BLK ----- FIELD WIRING ❑ WIRE TERMINAL n 24 VDC+ BLU ,GROUND GRN ® FUSED TERMINAL ��L o ` 24 VDC COM WHT/BLU m GND TERMINAL CONFORMED TO BID DOCUMENTS SHEET 112 OF 141 r 1 • 5 U m 4120 0 PLC ENCLOSURE CONTINUED ON PREVIOUS SHEET 2 +24 DCCOM TB16 V g TB16-F3 TB16-F3 TB16-F3 TB16-F3 n F4 +24 4121 II +A •— 0 FNW51HS30 ; i l i BONITA PUMP STATION L R TB16 18 DCCOM 2 " PUMP NO.3 IN REMOTE 7816.9 7816-9 TB16-9 7816.9 TBt6-9 BONITA NO.3 IN REMOTE 4122 • 01 O I 9 11 IN- 8 CH8 ODX FNW51HS30 “ 3 O 4123 V. 8 ti I: R H BONITA PUMP STATION FNW51YL30 TB16 BONITA PUMP STATION 2 ry PUMP NO.3 RUNNING TB16-10 6-10 T816-10 TB16-10 TB16-10 PUMP NO.3 RUNNING 4124 • O I o TB1 []I 10 10 IN- 9 CH9 FNW51YL30 W 8 - i 4125 S,p0.I, T 14M+�I ,y `0C 1n BONITA PUMP STATION FNW51YA30 TB16 � PUMP NO.3 FAIL TB16-11 TB16-11 TB16-11 TB16-11 TB16-11 4 i 4126 • 0 I o 11 13 IN- 10 CH10 BONITAPUMPSTATION y'� t + PUMP N0.3 FAIL �, • FNW51YA30 1191 0.0+``s E 210 / 4127 C.)` / 0) BONITA PUMP STATION 0 A FNW51HS31 TB16 W a 1 PUMP NO.3 BONITA PUMP STATION a o 4128 GENERATOR ALLOWED O 0 OX 781612 781812 TB16-12 TB16-12 12 TB16-12 12 IN- 11 CH11 GENERATOR ALLOWED Cali V I t TB16 V S T816-F4 T816-F4 T816-F4 TB16-F4 FS +24 • g `u 4129 1 +� � . r y mm r, om BPS ZONE 410 ISOLATION FNW51ZIC81 TB16 BPS ZONE 410 ISOLATION �• 4130 VALVE FULLY CLOSED • 0 I 0 T816-13 1816-13 I 7816-13 TB16-13 13 TB16-13 15 I IN- 12 CH12 VALVE FULLY CLOSED • 11 4 FNW5121C81 46 4131 W J BPS ZONE 410 ISOLATION FNW51ZI081 TB16 BPS ZONE 410 ISOLATION O ii) 4132 VALVE FULLY OPEN 0 I 0 781614 781614 781614 781614 14 781614 1471 IN- 13 CH13 VALVE FULLY OPEN Q O PI 7 FNW51ZI081 W I-4 OJ TB16 ~CO Q 2tiW 4133 TB16-F5 TB16-F5 TB16F5 TB16-F5 1 Fg 1 +24 ' W W J W tia CI- BPS ZONE 410&470 CENTRAL FNW51ZIC82 TB16 W a O ti 4134 ISOLATION VALVE • o o 'TB16-15 TB16-15 781615 T1316-15 15 781615 17 IN- 14 CH14 BPS ZONE 410&470 CENTRAL r W FULLY CLOSED I I ISOLATION LSEDVE FNW51ZIC82 CO CC O ti D; U O LV 0 r- ti 4135 Q m 212 Lu J WYE BPS ZONE 410&470 CENTRAL FNW512I082 TB16 U 4136 ISOLATION VALVE o 0 TB16-16 781616 781616 1816-16 16 781616 16 IN- 15 CH15 BPS ZONE 410&470 CENTRAL FULLY OPEN I ISOLATION OPEN FNW51ZI082 DES::: cAG 4137 CA0 CHECKED: F1 APPROVED: PI DATE: FEBRUARY 2014 011 IF THIS BAR DOES MOT MEASURE 1" THEN DRAWING IS NOT TO FULL SOA4E WRE COLORS UNLESS NOTED rrl750 NO. 120 VAC+ RED TSP+ RED PANEL WRING — 175033 8 120 VAC N WHT ,TSP- _ BLK FIELD WRING ❑ WIRE TERMINAL 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL I33 o \, 24 VDC COM WHTIBLU m GND TERMINAL CONFORMED TO BID DOCUMENTS 113 HEET 141 i r 1 I I • ° 4140 ALLEN-BRADLEY - 1 FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 1756-1816 . +24 DCCOM DIGITAL INPUT MODULE I TB17 0 • RACK 1,SLOT 2 T817-F1 TB17-F1 —I T817-F1 TB17-F1 Iwi +24 tici 4141 • BPS WATER QUALITY SAMPLE FNW51YI81 TB17 9 DCCOM 1 .'i % ' i BPS WATER QUALITY SAMPLE 4142 FLOW PRE8 PAM 0 I o TB17-1 T817-1 I TB17-1 T517-1 T817-1 1 IN- 0 CHO 010GPMRESENT e FNW51Y181 TB17 l i T817-F2 TB17f2 TB17 F2 TB17-F2 +24 c• U I • ' g 4143 a N E BPS ZONE 470 ISOLATION FNW51ZIC83 TB17 °I VALVE FULLY CLOSED TB17-2 TB17-2 T817-2 TB17-2 T817-2 BPS ZONE LY ISOLATION ' 4144 • o o 2 2 IN- 1 CH1 VALVE FULLY CLOSED o FNW51ZIC83 W •'y 8 a w t a a o iE ii ' 4145 R, 7I3h p SNO y'.. N s.4S E• G c y w V BPS ZONE 470 ISOLATION FNW51ZI083 TB17 BPS ZONE 470 ISOLATION s ^ i- 4146 VALVE FULLY OPEN o o TB17-3 TB17-3 I TB17-3 TB17-3 3 TB17-3 IN- 2 CH2 VALVE FULLY OPEN e�•;, 3 Ft : FNW51ZIO83 i'IB3v 0.''`s 6 TB17 TB17-F3 TB17-F3 11817-F3 T817-F3 +24 = ti 4147 I • m ~i o ‘ItN BPS ZONE 410 SURGE FNW51ZIC01 TB17 LU c 2 d 4148 VALVE FULLY CLOSED • o I o TB17-4 TB17� TB17-4 TB17-4 I 4 TB17-4 4 IN- 3 CH3 BPS ZONE 410 SURGE o VALVE FULLY CLOSED >'2 n 1 L V 4 FNW51ZIC01 1 :'11 0 4149 54 R• J b CO cf1 ad ` BPS ZONE 410 SURGE FNW51ZI001 TB17 BPS ZONE 410 SURGE �• i W 41 VALVE OPEN o I o T817-5 T817-5 TB17-5 T817-5 5 T817-5 5 IN- 4 CH4 VALVE OPEN FNW51ZI004 TB17 4151 III +24 W T817 CC N pLL. 415,2 6 1517-6 6 IN- 5 CH5 SPARE TB17 1` (=Q W'2'W 4153 ICI +24 1 z Q I—Q Q U) TB17 �*� N` R� 4154 TB17-7 7 IN- 6 CH6 Q Q W SPARE O W o TB17 I`�"� r-v 4155 I FA I__. +24 LU k m W -1 Y TB17 U 4156 8 I T817-8 8 IN- 7 CH7 SPARE DESIGNED: CAG 4157 CONTINUED ON NEXT SHEET Fn DErgt : 0.,6 CHECKED: FUR APPROVED. FUR DATE: FEBRUARY 2014 01 IF THIS BM DOES NOT MEASURE 11 TREK DRABIHO IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT ND. 120 VAC+ RED TSP+ RED PANEL WRING 175033 g 120 VAC N WHT 'TSP- BLK -–––- FIELD WIRING ❑ WIRE TERMINAL g' 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL I34 o° \ 24 VDC COM WHT/BLU ® GND TERMINAL CONFORMED TO BID DOCUMENTS _ 114"OF 141 I q r `g 1 1 I I 4160 g FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE CONTINUED ON PREVIOUS SHEET +24 DCCOM TB17 v 4161 IiiI +24 TB17 18 DCCOM 2 i' L 4162 9 TB17-9 11 IN- 8 CH8 v SPARE ' TB17 4163 III +24 ,' 8 S N g TB17 0 4164 10 TB17-10 10 IN- 9 CH9 I SPARE � S � 2 m TB17 a LL w o w 4165 TB17-F9 I F9 +24 a IA S\AA 1184'4 n ¢� Sk°O ', FNW51 RI0001 FNW51NS01 TB17 FNW51 RI0001 ,\ °m .o E 4166 INTRUSION SWITCH 0 I 0 TB17-11 11 TB17-11 13 IN- 10 CH10 6� :c,' E INTRUSION SWITCH is o FNW51NS01 ♦r DH , a,+``S 6 TB17 TB17-F10 1 +24 I c°'i 4167 IA o < FNW 51 RI0001 FNW51JA02 TB17 W-S 4168 24VDC POWER SUPPLY 1 FAIL o I O TB17-12 12 TB17-12 12 IN- 11 CH11 FN V C1 RIO E01 0 o I 24VDC POWER SUPPLY 1 FAIL >'0 Q ti O C>IC ' FNW51 JA02 3 8 TB17 V W 1 S 4169 T817-F11 FA1 I +24 . Y g_ M mm Nc C ° 2 . FNW 51 RI0001 FNW51JA03 TB17 op 00 W 2 24VDC POWER SUPPLY 2 FAIL TB17-13 TB17-13 V C1 RIO 001 R 4170 o I 0 13 15 IN- 12 CH12 24VDC POWER SUPPLY 2 FAIL FNW51JA03 _ , TB17 TB17-F12 TB17-F12 TB17-F12 T817-F12 F12 +24 4171 A W J CI N CC Oiy FNW 51 RIO 001 FNW51JA04 TB17 FNW 51 RIO 001 W O UPS ALARM T817-14 TB17-14 T617-14 T817-14 TB17-14 UPS ALARM z O 4172 ° I o I 14 14 IN- 13 CH13 CD O 21."N FNW51JA04 ti • U a TB17 I�()Q ZHW TB17-F13 T817-F13 TB17-F13 TB17-F13 F13 - +24 cc W LU • 4173 I IA A LU U'...1(q OI— CC Z 4 a1--42 FNW 51 RIO 001 FNW51JA05 TB17 Q N UPS FAIL T817.15 T817-15 T817-15 TB17-15 TB17-15 FNW 51 RIO 001 W 4 4, p 4174 o I o 15 17 IN- 14 CH14 UPS FAIL N W FNW51JAO5 O ti CC~O OU TB17 r F- TB17-F14 TB17-F14 TB17-F14 TB17-F14 pAq+ 24 W O `, 4175 C0 k,2u4 • Q 2 _ J L1 U FNW 51 RIO 001 FNW51JS01 TB17 ACW 51 AC POWER FAIL RELAY TB17-16 TB17-16 T817.16 TB17-16 TB17-16 ER FAI 4176 0 I o I 16 16 I IN- 15 CH15 AC POWER FAIL RELAY FN W51 JS01 DE570NED: CAD 4177 DETAILED: CAG CHECKED: FMR I APPROVED: FACT DATE: FEBRUARY 2014 O!!!GiSiii IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT NO 120 VAC+ RED TSP+ RED PANEL WIRING 175033 € 24VDC+N ,W HT GROUND GRN FIELD 1MRING 0 135 USED TERMINAL 81- 24VDC COM WHT/BLUII m GND TERMINAL SHEET so ` CONFORMED TO BID DOCUMENTS 115 OF 141 J r 3 1 • ti 4180 ALLEN-BRADLEY • FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 7756-1816 +24 DCCOM DIGITAL INPUT MODULE TB18 V • RACK 1,SLOT 3 TB18-F1 TB18-F1 TB18-F1 TB18-F1 WA +24 4181 • BPS ENGINE GENERATOR FNW51YI91 TB18 9 DCCOM 1 BPS ENGINE GENERATOR ; i i 4182 RUNNING • 0 I 0 TB18-1 T818-1 TB18-1 TB18-1 I t TB18-1 1 IN- 0 CHO RUNNING FNW51Y191 4 8 g o 0 4183 '4 8 ". ; 0 FNW51YI92 BPS ENGINE GENERATOR L R NOT IN AUTO 7618 BPS ENGINE GENERATOR ° N 4784 • 010 ry TB18-2 TB18-2 TB18-2 TB18-2 ` - TB18-2 2 IN- 1 CH1 NOT IN AUTO , DOx I FNW51Y192 a g 2 4185 `c.° T I3,y. ' WS s \00 yp BPS ENGINE GENERATOR FNW51YA91 TB18 ti 4186 FAIL • o I o- T818-3 I TBI8-3 �� TB18-3 TB18-3 TB18-3 3 IN- 2 CH2 FAILENGINEGENERATOR `� pl , + FNW51YA91 `'i93y '+c`y V E 4187 V'a m F.. m e BPS ENGINE GENERATOR FNW51NS91 TB18 W w I 14 4188 PANEL INTRUSION o J o TB18-4 TBI8-4 I I TB18-4 TB18-4 4 TB18-4 IN- 3 CH3 PAN ENGINE GENERATOR o 1 PANEL INTRUSION O C FNW51NS97 1 TB18 V 3 5 4189 ILI +24 5 4 > mm u 1 le 7818 • a 4 4190 15 .- T618-5 5 III- 4 CH4 SPARE , TB18 - TB18-F3 TB18-F3 TB18-F3 TB7&F3 irrn +24 • 4191 W BPS ELECTRICAL ROOM FNW51 NA04 TB18 0 W O 4192 INTRUSION DETECTED o I I o 7818-6 1818-6 TB18-6 TB18-6 g 7818-6 6 I IN- 5 CH5 BPS INTRUSION DETECTED ROOM Cr Q O Z g 0 LL INTRUSION DETECTED O FNW51NA04 �Hti OJ " TB18 I`(=j3 Q Z UU., - TB18-F4 TB18-F4 • T818-F4 T818-F4 II F• I +24 W cn LU cn 4193 — IA 1 Q Z4 ativ) BPS ZONE 470 SURGE FNW71ZIC01 TB18 Q N'`�Q 4194 VALVE FULLY CLOSED • o I o TB18-7 7818-7 TB18-7 TB18-7 7 TB18-7 IN- 6 CH6 BPS ZONE 470 SURGE ,�M W VALVE FULLY CLOSED FNW71ZIC01 �CC Q FO- O 0titi CC Oti Wkp 4) 4 4195 .. m 3 T W W J vU) BPS ZONE 470 SURGE FNW71ZI001 TB18 U VALVE OPEN TB18-8 T818-8 TB18-8 TB18-8 TB18-8 BPS ONE N SURGE 4196 o I o 8 8 IN- 7 CH7 VALVE OPEN FNW71Z1001 DESIGNED: CAS 4197 CONTINUED ON NEXT SHEET DEUtcEO: cm I CHECKED: FMR APPROVED: FM DATE. FEBRUMY 2011 0 1 2 I IF THIS BM DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL WALE VIRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WIRING — 175033 € 120 VAC N WHT TSP- BLK FIELD WIRING 0 VNRE TERMINAL 136 I- 24 VDC+ BLU GROUND GRN DD FUSED TERMINAL I24 VDC COM wHTIBLU m GND TERMINAL CONFORMED TO BID DOCUMENTS 116 of 141 J r 'g 1 Y I I 4200 FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE CONTINUED ON PREVIOUS SHEET i +24 DCCOM TB18 7 o TB18-F5 TB18-F5 TB18-F5 T6 U 18-F5 II F5 +24 4201 I +A BPS MECHANICAL ROOM FNW51NA05 TB18 18 DCCOM 2 'i i BPS MECHANICAL ROOM ' 4202 INTRUSION DETECTED o 0 TB18-9 TB18-9 7818 9 TB18-9 I g TB18-9 11 N- 8 CH8 INTRUSION DETECTED FNW51NA05 IO ~ 3 TB18 g S TB18-F6 TB18-F6 TB18-F6 TB18-F6 II I F6 (_- +24 • 1 ' m 4203 Il +A . t i N 'i S E BPS HVAC SYSTEM FNW51YA92 TB18 0 •. GENERAL ALARM TB18-10 TBt&10 TB16-10 T818-10 TB18-10 BPS RAC SYSTEM , 5 Z- 4204 0 I o 10 10 IN- 9 CH9 GENERAL ALARM FNW51YA92 W 5 W TB18 € € a TB18-F7 TB18-F7 TB18-F7 TB18-F7 F7 +24 4205 I 1A I •• o+^ `71�M+.�` Q ..,,,,s• 0, M n BPS FLOW METER VAULT FNW51LSH71 TB18 \i: 4206 HIGH LEVEL 0 I 0 TB18 11 TB18-11 [ 'TB18-11 TB18-11 11 TB1B-11 13 I IN- 10 CH10 HBPS IGH FLOW METER VAULT y`, t, + FNW51LSH71 x'1'4 ',``e E R 4207 m F..�m Q BPS FLOW METER VAULT FNW51NS71 TB18 W ° BPS FLOW METER VAULT e 4208 INTRUSION DETECTED o I o TB18-12 TB18-12 TB18-12 TB18-12 I 12 TB18-12 12 IN- 11 CH11 INTRUSION DETECTED G C FNW51NS71 1 ~•TB18 �m 1 P 4209 I o o I o TB18-F8 TB18-F8 TB18-F8 TB18-F8 71 +24 4 U NS-2 NS-1 CO f � M�M mm `m BPS PUMP ROOM FNW51NA01 TB18 BPS PUMP ROOM �• W 4210 INTRUSION DETECTED 0 TB18-13 T TB18-13 TB18-13 TB18-13 3 __T818.13 15 N- 12 CH12 INTRUSION DETECTED • - NS-3 I FNW51 NA01 TB18 TB18-F9 I T818-F9 TB18-F9 TB18-F9 +24 • 4211 I LU DISCHARGE HEADER FNW51ZS080 TB18 DISCHARGE HEADER CC CCI.Lj O ti 4212 ISOLATION VALVE o I o T818-14 7818-14 TB18-14 TB18-14 14 TB18-14 14 I IN 13 CH13 ISOLATION VALVE Q Z R O FULLY OPEN FULLY OPEN 4 0 O~N FNW51ZS080 ti 11.1.1._ 61 0¢ UJ U c,I_ W W 4213 1 LU(1) U Q� �a 0.s" DISCHARGE HEADER FNW51ZSC81 TB18 W Q CC Q �N 4214 ISOLATION VALVE 0 0 T_818-15 TB18-15 TB18-15 TB18-15 15 7818.15 17 IN 14 CH14 DISCHARGE HEADER W FULLY CLOSED I I FNW5 D� Cr Q p 0 CC TB18 ~QZ —e,ti 4215 JFADL +24 WHO "' sX Q .--Lll J � vi TB18 �' 4216 16 781818 16 11N- 15 CH15 SPARE DESIGNED: CAG 4217 DETAILED: CAG I I CHECKED: FUR APPROVED: FYI DATE: FEBRUARY 2014 0 1.2 1 IF THIS BAR DOES NOT MEASURE I. THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED P1750 33 N0. 120 VAC+ RED TSP+ RED PANEL WRING 1750 3 120 VAC N WHT TSP- BLK FIELD WIRING ❑ WRE TERMINAL 137 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL SHEET a ` 24 VDC COM WHT/BLU m GND TERMINAL CONFORMED TO BID DOCUMENTS _ 117 OF 141 f r 1 Y I I 4220 ALLEN-BRADLEY FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE 1756-IB16 4 +24 DCCOM DIGITAL INPUT MODULE TB19 P ° RACK 1,SLOT 4 TB19 F1 T619 F1 T619 F1 TB19 F1 III +24 1 4221 eC 1 BONITA PUMP STATION L O R FNW51HS40 TB19 9 DCCOM 1 ; 1 i i W PUMP NO.4 IN REMOTE BONITA PUMP STATION 4222 • 01 O TB191 II TB19-1 T8191 TB19-1 1 IN- 0 CHO PUMP N0.4 IN REMOTE OOX FNW51HS40 4 3 e 4223 ti § • 1r I BONITA PUMP STATION FNW51YL40 TB19 o PUMP NO.4 RUNNING TB19-2 TB19-2 T819 2 TB19 2 T11319-2 PUMP NO.4 RUNNING 2 BONITA PUMP STATION ry ^ 4224 • 0 I o I 12 2 IN- 1 CH1 FNW51YL40 g - i - i 4225 ,00. 77/14. Q ..:"II `e, -4 BONITA PUMP STATION FNW51YA40 T519 r. uu PUMP NO.4 FAIL TB19-3 TB19-3 TB19-3 TB19-3 TB19-3 � a 4 • S 4226 • 0 I o I 3 ' 1 IN- 2 CH2 BONTA PUMP STATION ., t _ PUMP N0.4 FAIL ,' e e FNW51YA40 �-'1e3 y •,et`e E ty / 4227 V c m BONITA PUMP STATION O A FNW51HS41 TB19 W ° -.e Q PUMP NO.4 BONITA PUMP STATION m o 4228 GENERATOR ALLOWED 01 0 T8194 TB19-4 TB19-4 T81� I 4 �1� 4 IIN- 3 CH3 PUMP NO.4 ti OX GENERATOR ALLOWED i C FNW51HS41 ea 0 V TB19 3 4229 TB19-F2 TB19-F2 I TB19-F2 T919-F2 II 1 +24 4 u 0 BONITA PUMP STATION L 0 R FNW51 HS50 T619 m m. . r PUMP NO.5 IN REMOTE(FUTURE) BONITA PUMP STATION • 4230 • 01 0 TB19 5 TB19-5 I TB19-5 TB19-5 I 5 TB19-5 5 IN- 4 CH4 I PUMP NO.5 IN REMOTE(FUTURE) OOX I FN W51 HS50 4231 W BONITA PUMP STATION FNW51YL50 TB19 Q Cr C W p cV BONITA PUMP STATION L.L. 4232 PUMP NO.5 RUNNING(FUTURE) • 0 I o TB19-8 TB19-6 I I TB19-6 TB19-6 6 TB19-6 6 IN- 5 CH5 PUMP NO.5 RUNNING(FUTURE) 6 O O O O FNW51YL50 1....4 i''.1 ti J ~C)Q 'CZ CC 4233 I Z ill 01) J;7.5 (3 ti a v1 BONITA PUMP STATION FNW51YA50 TB19 Q N I"Q 1234 PUMP NO.5 FAIL(FUTURE) • o I o TB19-7 TB19-7 I T819.7 TB19-7 I 7 T819-7 7 IN- 6 CH6 PUMP NO.5 L FAIL(FUTURE) 1234 W 4 q W FNW51YA50 Cr)W� I-- ti 0F�ti cc 1":-.) 4235 w k ZO to Qm 2 Z FNW51HS51 U v)BONITA PUMP STATION 0 A TB19 PUMP NO.5 BONTA PUMP STATION 4236 GENERATOR ALLOWED 00 T319.8 T819-8 I I TB19-8 T819-8 8 TB194 g l IN- 7 CH7 PUMP NO.5 OX GENERATOR ALLOWED DESIGNED: CAD 4237 CONTINUED ON NEXT SHEET DETArLEO. cm I I CHECKED: Flit APPROVED, FUR DATE: FEBRUARY 2014 0222GA2iiii IF THIS BM DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE WIRE CO LORS UNLESS NOTED PROJECT 120 VAC+ RED TSP+ RED PANEL WRING 175033 3 € 120 VAC N WHT TSP- BLK -——-- FIELD WIRING ❑ WIRE TERMINAL 138 8 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL o q \ 24 VDC COM WHT/BLU m GND TERMINAL CONFORMED TO BID DOCUMENTS 118 SHEET 141 l t- - k I I 4240 FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE CONTINUED ON PREVIOUS SHEET . +24 DCCOM TB19 V T819-F4 TB19-F4 I 11319-F4 T819-F4 I F4 ( +24 • 4241 to l 0 w w w Z BONRA PUMP STATION L R FNW51HS60 TB19 ' 18 DCCOM 2 PUMP NO.6 IN REMOTE BONITA PUMP STATION 4242 • 01 O TB19-9 TB19-9 I 7619 9 TB19-9 9 TB19-9 11 IN- 8 CHB OOX PUMP NO.6 IN REMOTE «oP ~' a O 4243 PI g N g BONITA PUMP STATION FNW51YL60 TB19 BONITA PUMP STATION PUMP NO.6 RUNNING TB19 10 7819 10 TB19 10 TB19-10 TB19 10 PUMP NO.6 RUNNING 4244 • 0 I o + 10 10 IN- 9 CH9 FNW51YL60 AI B y w a € 3v iE 4245 S5,°MI '71**,0 Ri \ F�.! BONITA PUMP STATION FNW51YA60 TB19 eoe ° a PUMP NO.6 FAIL TB19-11 7819 11 T819-11 TB19-11 TB19 11 BON TA PUMP STATION s `y 4246 • 0 0 I 11 13 I IN- 10 CH10 PUMP N0.6 FAIL ,� ,' Ea' FNW51YA60 �,,/93r R•+c:' E V m 4247 m C BONITA PUMP STATION o A FNW51HS61 TB19 W E PUP NOS BONITA 4248 GENERATOR ALLOWED 01 0 TB19-12 TB19-12 TB19-12 TB19-12 12 781912 12 IN- 11 CH11 PUMPN08MPSTATION >� o. OX ONWSRAST60RALLOWED U h•TB19 V g I R T819-F5 T819-F5 T819-F5 T819-F5 I FS 1 +24 • S j b 4249 J 1A I ■ ° a8 d �_ mm' u 1 m BPS PRESSURE ZONE 470 FLOW FNW51YA106 TB19 • N 4250 TRANSMITTER FAULT • 0 1 0 TB19-13 7819.13 7618 13 TB19 13 13 7619.13 1 IN- 12 CH12 BPS PRESSURE ZONE 470 FLOW TRANSMITTER FAULT FNW51YA106 . 4251 W BPS PRESSURE ZONE 470 FNW51YA107 TB19 BPS PRESSURE ZONE 470 CC 2 Q LA- REVERSE FLOW DETECTED TB19-14 TB19-14 TB19-14 15119-14 TB19-14 REVERSE FLOW DETECTED 4252 0 I 0 14 ' 14 IN- 13 CH13 Q Z O - 4 O FNW51YA107 1►1 L►• O N TB19 b" CI)Q Z11w CC Is- LU TB19-F8 T819•F6 II FB LU 4253 <J2-PIN 3 J2-PIN 3 IA f X24 • I LLJ C1) U T l . SEE DETAILS 4 J BPS WATER QUALITY SAMPLE PH FNW51YA102 148.DWG TB19 BPS WATER QUALITY SAMPLE PH W CV~O Q cx.4254 TRANSMITTER FAULT 0 I 0 TB19-15 J2-PIN 4 J2-PIN 4 . TB19-15 15 T1319-15 17 J IN- 14 CH14 T W TRANSMITTER FAULT FNW51YA102 CO Cr O~ TB19 I LU O U ti 7819 F7 J2-PIN 3 J2-PIN 3 TB19-F7 I F7 +24 Lt) Q 4255 1A .W SEE DETAILS Q li (Z,� J v1 BPS WATER QUALITY SAMPLE FNW51YA103 147.DWG TB19 BPS WATER QUALITY SAMPLE 4256 CHLORINE TRANSMITTER FAULT 0 I o 7819 16 J2-PIN 4 J2-PIN 4 1819 16 I 16 TB1g 16 16 IN- 15 CH15 CHLORINE TRANSMITTER FAULT FNW51YA103 • DESIGNED: 0A6 4257 DETAILED: CAG I I CHECKED: FIR APPROVED: FI DATE: FEBRUARY 2014 1!!!iiL4Miiii IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL.SCALE NO. VNRE COLORS UNLESS NOTED Paa750 3 120 VAC+ RED TSP+ RED PANEL WRING 175033 d 120 VAC N WiT TSP- BLK FIELD WRING ❑ WIRE TERMINAL 139 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL 0 0 ` .24 VDC COM WHT/BLU - I GND TERMINAL SHEET CONFORMED TO BID DOCUMENTS 119 OF 141 J p No V 4260 FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE ALLEN-BRADLEY 'g +24 DCCOM DIGITAL INPUT MODULE T820 9 RACK 1,SLOT 5 1820-F1 T820-F1 TB20-F1 TB20-F1 '® +24 4261 • BPS PRESSURE ZONE 410 FLOW FNW51YA104 TB20 9 DCCOM 1 4262 TRANSMITTER FAULT • 0 I o TB20-1 T820 1 TB20-1 TB20-1 TB20 1 1 IN- 0 CHO BPS PRESSURE ZONE 410 FLOW ' TRANSMITTER FAULT FNW51YA104 It 3 1 4263 BPS PRESSURE ZONE 410 FNW51YA105 T820 r 1 REVERSE FLOW DETECTED TB20-2 TB20-2 TB20-2 TB20-2 T020-2 BPS PRESSURE ZONE 410 R N 4264 o I o I 12 2 IIN- 1 CH1 REVERSE FLOW DETECTED N FNW51YA105 • W ff y W TB20 € 8 t TB20-F2 TB20-F2 TB20-F2 TB20-F2 F2 +24 4265 I I i• I ti'loNk ■1714+9+ v \oo c�. BPS FIRE ALARM FNW51 FACP01 TB20 •\-t. a= ° S 4266 SYSTEM TROUBLE o I o TB20-3 TB20-3 I— TB20-3 1820-3 I 3 1820-3 3 IIN- 2 CH2 SYSFIMEALARM °.c.:. t i SYSTEM TROUBLE �' . FNW5IFACP01 '../sly +L`S E N► 4267 V Li CD F..m Q9 FNW5IFACP02 TB20 W 4268 BPS SYSTEM ALARM a I c:, TB20-4 � { � 4 TB20-4 4 I IN- 3 CH3 BPS FIRE ALARM c SYSTEM ALARM 6 FNW51FACP02 ao G V I a TB20 V; -§1 r TB20-F3 TB20-F3 TB20-F3 TB20-F3 11 r3 1 +24 c e • 4289 IA l 4 CO 01 a Nia BPS PUMP STATION FNW51PSLL01 TB20 BPS PUMP STATION filP1 ffi t Q 4270 SUCTION LOW LOW PRESSURE o I I o TB20-5 TB20-5 I r 1820-5 1 TB I 5 IN- 4 CH4 SUCTION LOW LOW PRESSURE 0-30 PSI FNW51 PSLL01 1820 4271 111111 +24 W J Z(V TB20 a p W 4272 C TB20-6 IN- 5 CH5 Q O C SPARE ti ti OJ R TB20 ~ Q Z ti W W W 4273 1141 I 1 LLJ CO U JQ � a cL ticn TB20 �Q� N~Q 4274 I T TB20-7 7 I IN- 6 CH8 T W SPARE CO Imo— 4 4;6'U TB20 O k.,14•1 1..„1-- H O Fe L +24 Lu k O `A Q 4275 Q m W J `l S4 TB20 U 4276 8 TB20-8 IN- 7 CH7 SPARE DESIGNED: CAO 4277 CONTINUED ON NEXT SHEET DETAILED: DAD I I CHECKED: FMR APPROVED: FMB DATE: FEBRUARY 2014 12!!iii;91iii IF THIS BAR DOES NOT MEASURE 1' THEN C MINO IS NOT TO FULL SCALE VVIRE COLORS UNLESS NOTED PROJECT NO. - 120 VAC+ RED TSP+ RED PANEL WIRING 175033 € 120 VAC N WHT TSP- BLK ----- FIELD WIRING ❑ WIRE TERMINAL 140 �Ie 24 VDC+ BLU GROUND GRN W ® FUSED TERMINAL • SHEET 0 ‘. 24 VDC COM HT/BLU 111 GND TERMINAL CONFORMED TO BID DOCUMENTS _ 120 OF 141 f g N U 4280 FIELD PROCESS AREA FIELD JUNCTION(WHERE REQUIRED) PLC ENCLOSURE CONTINUED ON PREVIOUS SHEET +24 DCCOM TB20 4281 WI- +24 L. w TB20 18 DCCOM 2 SPARE " 4282 9 TB20-9 F 11 IN- 8 CH8 Ltd 7. 8 F TB20 C $ ~ 114 +24 4283 � W w w E ^ TB20 SPARE TB20-10 2 0 4284 I 10 10 IN- 9 CH9 g9g o m T820 5 ',"r` Qo "e' - 4285 ICI +24 � N `0 h di o N 55F OOd• 04 W 1- ' TB20 SPARE a '. N U 4286 11 T82011 13 IN- 10 CH10 d, f3 ° i ,'./ GAS xdx 9IN 0.* W TB20 I F10 u I +24 = e1 / 4287 a H� W i; Qa 4288 TB20 TB20-12 12 I IN- 11 CH11 SPARE 1.1.1.8 `00. d 4 0-gal TB20 V m 3 +24 _ d 1` 4289 ICI v > 1"y It g= mm op a t C TB20 SPARE TB20-13 4290 13 15 IN- 12 CI-112 TB20 4291 ICI +24 LU J N TB20 SPARE 12 O LL. O 4292 14 14 IN- 13 CH13 0 C) O IS N .c. TB20 I• Q W~W 4293 ®I +24 I cc Jcn Q ti4 QtiCO TB20 'Q N ti ti 4294 15 TB20-15 17 IN- 14 CH14 SPARE 5 p O UJ a. T820 ti 1-4 ~O I F14 I +24 Lu o 4295 Q CO m w -...1 �Y� TB20 U SPARE TB20-16 . 4296 16 16 IN- 15 CH15 DESIGNED: CAG • 4297 DETAILED: CAO I I CHECKED: HUH APPROVED: FAIR DATE: FEBRUARY 2074 0!!!64;!iii1 IF THIS BAR DOES NOT MEASURE 1• THEN DRAWING IS • NOT TO FULL SCALE WRE COLORS UNLESS NOTED PROJECT N0. 120 VAC+ RED TSP+ RED PANEL WRING 175033 g 120 VAC N WHT _TSP- BLK ----- FIELD WIRING ❑ WRE TERMINAL 141 8 24VDC+ BLU GROUND GRN ® FUSED TERMINAL SHEET 24 VDC COM WHT/BLU ® GND TERMINAL CONFORMED TO BID DOCUMENTS 121 OF 141 O 4 l g • Y ALLEN-BRADLEY 1769-OB16 I I 2- T83-F1 DCCOM DIGITAL OUTPUT MODULE DCCOM °from 1521 r1521 RACK 1,SLOT 6 °from 1521 5100 PLC ENCLOSURE FIELD JUNCTION(WHERE REQUIRED) FIELD PROCESS AERA 18 DCCOM If — _ - - 7 a 1 *24VDC BONTA PUMP STATION CR1 CR1 TB21 TBD 5101 ,. 4 PUMP NO.1 RUN COMMAND CHO OUT-0 I 2 CR1 0 I TB21-F1 1 FA r TB21-F1 T821-F1 TB21-F1 TB21-F1 I 1 BONITA PUMP STATION FNW51HS10 TB21-2 2 l TB21-2 T821-2 1821.2 TB21_2 I 2 PUMP NO.1 RUN COMMAND I FNW51HS10 1 5102 3 w# i S a BONITA PUMP STATION � CR2 CR2 TB21 TBD 5103 St R I PUMP N0.2 RUN COMMAND CHI OUT-1 I-3— 3 CR2 o I r TB21-F3 FA TB21-F3 TB21-F3 11321-F3 T821 F3 1 BONITA PUMP STATION o FNW51HS20 I TB21-4 4 TB21-4 TB21-4 TB21-4 TB21-4 I ,--.7— I PUMP NO.2 RUN COMMAND I FNW51HS20 5104 W S i i W L— ___ ___ ___ ___ ___I 3a € fit , m BONITA PUMP STATION CR3 CR3 TB21 TBD 5105 45`' ■0 #, m PUMP NO.3 RUN COMMAND CH2 OUT-2 4 CR3 • o T821-F5 FS 7821-F5 TB21-F5 TB21-F5 T821-F5 1 I BONITA PUMP STATION '14 yy IA PUMP NO.3 RUN COMMAND FNW51HS30 I TB21-6 6 TB21-6 TB21-6 TB21-6 - TB21-8 I 2 I °`� V. te' r yrj I FNW51HS30 I 5106 `f,33y 4c.4 E L_ — — — — _ .• Z v r - - - - � 5107 0 �8 ,Sf4 BONITA PUMP STATION CR4 CR4 TB21 I Tgp � PUMP NO.4 RUN COMMAND CR4 o TB21-F7 F7 TB21-F7 TB21-F7 TB21-F7 TB21-F7 I I BONITA PUMP STATION Q a Q I CH3 OUT-3 5 • o I I 7821.8 8 1 TB21-B TB21-8 T821-8 TB21-8 I 2 I PUMP NO.4 RUN COMMAND ;� o G FNW51 H540 o I FNW51HS40 I 5108 0a O U 1 L- - — - - --J Y3 t C)i IIII 41 PUMBONITA O.5 RUN COMMAND CR5 I TB21-F9 TB21 TB21-F9 TB21-F9 TB21-F9 TB21-F9 �D BONITA PUMP STATION 5109 m m, p FURF, CH4 OUT-4 8 • 0 1 I 1 PUMP NO.5 RUN COMMAND °� t F 51H TB21-10 10 T821-10 TB21-10 TB21-10 TB21-10 2 I (FUTURE) I FNW51HS50 I 5110 - rL- - - - - J PUMPNO.6 RUN COMMAND CR6 CR8 CR8 TB21-F11 TB21 TB21-F11 TB21-F11 TB21-F11 TB21-F11 I �D BONITA PUMP STATION 5111 Q O cV CH5 OUT-5 • 0 I F.-0 , 1 PUMP NO.6 RUN COMMAND W O FNW51HS60 TB21-12 12 TB21-12 TB21.12 TB21-12 TB21-12 I 2 I j O LI- I FNW51HS60 5112 C�cC Cl.20 �O a is, 1.4 BONITA PUMP STATION CR7 CR7 TB21 TBD 5113 O CI' ..-J M U) ENGINE GENERATOR CR7 TB21-F13 F13 TB21-F13 TB21-F13 TB21-F13 TB21-F13 n0�, • o I I I 1 BONITA PUMP STATION M O ti RUN FNW51HS911 CH6 OUT-6 8 °U° TB21-14 IA TB21-14 TB21-14 TB21-14 TB21-14 I 2 ENGINE GENER TOR Q cV ti Q RUN COMMAND � a� SOW FNW51HS91 I 5114 O W F.?(0c, U L— — — — fu- _O ti Q �co' woo CO T=5115 CR6 TB21 J U CH7 OUT-7 9 CR8 _n_ o I I_- ° TB21-F15 I F15 SPARE 1 T1321-16 16 5116 DESIGNED: CAG DETAILED: CAG 5117 CHECKED: FUR CONTINUED ON NEXT SHEET I I APPROVED: FYI DATE. FEBRUARY 2014 0!!! !!!iiii IF THIS EAR DOES NOT MEASURE I. THEN DRAWING IS NOT TO FULL SCALE 1MRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WIRING 175033 8 120 VAC N WHT TSP- BLK FIELD VVIRING ❑ WIRE TERMINAL 142 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL SHEET 6.g ` 24 VDC COM WHT/BLU m GND TERMINAL CONFORMED TO BID DOCUMENTS 122 OF 141 0 Y U I 1 COM PLC ENCLOSURE FIELD JUNCTION(WHERE REQUIRED) FIELD PROCESS AERA 5120 4 DC CONTINUED ON PREVIOUS SHEET C from 1521 f . CR9 CR9 TB21 CH8 OUT-8 I 10 CR9 • r---'1 I 7821--17 1 IA 5121 SPARE TB21-18 18 tI I I I I 8 8 5122 >ti . 3 g 51 8 CR10 CR10 TB21 4 § a ¢y" CR10 TB21-F19 F19 5123 CH9 OUT-9 11 - OO® —+ 0 I ---o- SPARE T1321-20 20 0 $ gP 2- 5124 `2,'' S 6i 3 t d 8 g CR11 CR11 TB21 oM► 77i4,v CR11 TB21-F21 ♦ o a CH10 OUT-10 I 12 . 0 I I--o j IA 5125 5125 •tis ‘is ! SPARE TB21-22 .. ".- s 5128 �f'rigir R,,■c>4 E m CR12 CR12 TF 21 c CR12 TB21-F23 V m CH11 OUT-11 I 13 O�— - 0 _, FA3 I 5127 m c iiiik SPARE TB21-24 24 Q 73 a W o -.)141 e� (I of r 5128 i V , � 3 C CR13 CR13 TB21 g"a > 6 CR13 7821-F25 M C CH12 OUT-12 14 °06----. 0 I—o I5 5129 m m `f SPARE 7821.26 26 • a tr?• W 5130 CR14 CR14 TB21 CR14 7821-F27 � 0 1---° 17 5131 j CH13 OUT-13 I 15 O � SPARE 1821-28 28 Q O(V cr cO� 5132 z O is ON ~ �Q 2 Lu cc I...., woi CR15 CR15 TB21 1 Ll.l(n U-I� CR15 TB21-F29 FIA Z -.I Q CH14 OUT-14 16 ---0�---. o ] IA I, 5133 4 SPARE T821�0 °C ^o S W • 5134 CO CE Q ti(DO O I1-1 CC 0ti CR10 CR16 TB21 IL O u)u) CR16 7821-F31 Y CO 3 ,W CH15 OUT-15 17 O� o I--o F31 l 5135 Q 2^U SPARE 1821-32 32 Y 0) U 5138 DESIGNED: CAD DETAILED: CAC AHRD: FIR I I DATE: FEBRUARY 2014 ° 1 IF THIS BAR DOES NOT VEASURE I THEN DRAWING IS NOT TO FULL SCALE WIRE COLORS UNLESS NOTED PROJECT NO. 120 VAC+ RED TSP+ RED PANEL WIRING 175033 120 VAC N WHT TSP- BLK FIELD WIRING E WIRE TERMINAL 8' 24 VDC+ BLU GROUND GRN ® FUSED TERMINAL 143 c o ` 24 VDC COM WHT/BLU L' GND TERMINAL CONFORMED TO BID DOCUMENTS 123 HOFE 141 r g 1 U PLC CABINET NETWORK CONNECTION DIAGRAM f 5 8 3 1 R a B c ill F..: ..., ,„ o 0 S O g ' � - FNW-51-OIT-123 s.a** 773. 7. SWITCH PLC CABINET SUPPLIED BY OWNER (via PEI) e i• mow E I a9p i i W a : -,Q i i ea" 2c I ! � 3 -§ �m i ■ c.) '.. g 1 E Q > U col J .p M _ LAKE OSWEGO w OP 3 1-1 ' - 1= RAG102 •.i = ", —ro'`.JrI.___.r•_rr"ti,l •i 7.. a. ai ■ RACK1 RACK2 ••• - _ -I, FACTORY CABLE • RS232 ESTEEM C. .-. Q Cc w fx Z 'IF—t -'Y� PUMP STATION ^ CO•I R�C RADIOI CC i-- W 1~C7 ■�I' OCE Z �WZZ 88232 II: ' ESTEEM LU 4 Q - U ' a (/) cc Q tivz O1ti CZ c)o W �o 4.3 m 3 Q Z LL J LEGEND DESIGNED: CAG DETAILED: CAE I/O NETWORK CHECKED: Fat APPROVED: FIR DATE: FEBRUARY 2014 2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NO7 TO FULL SCALE PROJECT NO. 175033 t, 144 2° \... CONFORMED TO BID DOCUMENTS 124 OF 141 } f ` 6 FIELD PROCESS AREA I PLC ENCLOSURE R f PRESSURE TRANSMITTER J1 TURK P-RSV 56-964-2M • PIN 1 PIN2 PIN3 PIN(OR 4 EQUAL) N mi.PIN5 ; i 'i i +24VDC SIGNAL SIGNAL SIGNAL SHIELD § .. . • . t^ BLACK BLUE GRN-YLW BROWN WHITE ` _ , kik �J a e a W IN• N R I ANALOG INPUT MODULE XX A 1111 Y . TBX W O J W m m RED RED TBX-X F1 +24 _ l LEVEL-PRESSURE € t � • a a . BLK l BLK TBX-X X- TBX-X X IN- X CHX ��3 1 1 12 131415 1 1 2 3 4 5 DCCOM �- X - TBX-X X iRTN-X s`aM� `��` 1v J2 J1 �I ` : E" - _ . • • I i /, 9;v R.' W / =u / TURK CA-2/RKF 50 VI~co J2 J1 I (OR EQUAL) CO, o � - -=-- MOUNT FACING DOWN W.8 II-- >a a C SEE OWNERS MANUAL FOR CONNECTION DETAILS V ME TURK P-RSV 58-984-2M Y 3 { • r __ (OR EQUAL) C.) c mm •m TYPICAL CONNECTION FOR: �• I 1!4 FNW51 P101 FNW51 P102 FNW51 PI03 FNW51 PI71 FNW51 PI72 \� CZ W 0 ¢ Z a 'Zr. ~ Q O W C7 WZ I W0 Via . 0�a aw°_, >cn Wti ti a LLj to`xw a° DESIGNED: CAD DETAILED: CAD CHECKED: FI414 APPROVED: FUR I DATE: FEBRUARY 7014 Q /7 f IF THIS BAR DOES NOT IEASURE I. THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175033 € 145 e.o ` CONFORMED TO BID DOCUMENTS _ 125"OF 141 Y FIELD PROCESS AREA I PLC ENCLOSURE pH METER e ' ) J1 TURK P-RSV 58-964-2M(OR EQUAL) 1 (.77:27 ) O OIL — \� PIN 1 PIN 2 PIN 3 PIN 4 PIN 5 w 1 i 9 • +24VDC SIGNAL SIGNAL SIGNAL SHIELD 6 i .i Li • :) -_,. --- _ II�n�. a �_> -1i BLACK BLUE GRN-YLW BROWN WHITE n� f:_ _ i 1 Vi i _( J2 TURK P-RSV 56-964-2M(OR EQUAL) R r PIN 1 PIN 2 _ PIN 3 _ PIN 4 PIN 5 -, K N ■ _ 0_ _ +24VDC DCCOM SIGNAL _ SIGNAL SHIELD ® 1'L 0 ui1'°in BLACK BLUE GRN-YLW BROWN WHITE $ It� - - •IlEii1 il°;2•11::=1 •- ` 1 ,1:2,1!i1i::.!:!irr! �j���OO�� TB9-F6 i ":" F., ,,_. 444 SA Q < 24VDC W ff c W �� ,(•, w ®. O '0- COM < DCCOM 4'3 iE • DIGITAL INPUT MODULE,RACK 2 SLOT 2 773 .■. E1�si TB19-F6 is 0- 0, N n u NOTE: U yl II ( 24VDC ° _ A _ N CONNECT 24VDC _ _ SEE OWNERS MANUAL FOR CONNECTION DETAILS ° - TO FAULT COM CONTACT TB19 BPS WATER QUALITY a i3 •FEa i7,' !i FACTORY 781915 I 15 TB19 15_ _ 17 IN- 14 CH14 SAMPLE PH `spy ���` � TRANSMITTER FAULT + SUPPLIED PLUG FNW51YA102 v cu o ANALOG INPUT MODULE,RACK 1 SLOT 4 Q .2 Q a g 2 ti L n O.O U TB11 3 «• m RED ,., RED TB11-2 2 TB11-2 3 I IN 0+ CHO BONITA PUMP STATION C.)o, y J 4 WATER QUALITY Q S BLK BLK 7811 3 TB11-3 J m 3 2 VA IN 0- SAMPLE PH 0-14 PH b FNW51AI81 M k W fil 11121314151 11121314151 J2 J1 n CC w CC SENSOR ,!� �� Q Z Zti -J O I� W W -r I� w� U�'" TURK CA-2/RKF 50 Z y ti I (.)J1 I (OR EQUAL) F— 0.g W _� MOUNT FACING DOWN 0 CC Z z 2 MMI ill' TURK P-RSV 56-964-2M C7 CC'L ?=ti (OR EQUAL) TYPICAL CONNECTION FOR: ti 0.W == ■= FNW51AI81 Q Z 4 n Q z o • / DESIGNED: CAS // DETAILEOf CAG CHECKED; FMR APPROVED, FMR I DOTE: FEBRUARY 2014 i!!!fiiA!kiii IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175033 146 CONFORMED TO BID DOCUMENTS 126 SHEET 141 C 1 1 6 FIELD PROCESS AREA I PLC ENCLOSURE . I' J1 TURK P-RSV 56-964-2M(OR EQUAL) 1 PIN 1 PIN 2 PIN 3 PIN 4 PIN 5 CHLORINE ANALYZER +24VDC SIGNAL SIGNAL SIGNAL SHIELD BLACK BLUE GRN-YLW BROWN WHITE § Y WU Y 3 211 - - - J2 TURK P-RSV 56-964-2M(OR EQUAL) g R IIIU S O;; 1 PIN 1 PIN 2 PIN 3 PIN 4 PIN 5 v iC +24VDC DCCOM SIGNAL SIGNAL SHIELD 81 k N BLACK BLUE GRN-YLW BROWN WHITE i g 1 IIII I : I SEE OWNERS MANUAL FOR CONNECTION DETAILS TB3-F10 S ^ COM < DCCOM 3 € €A ; ii DIGITAL INPUT MODULE,RACK 2 SLOT 2 '1-`0 1w4:„` gi ¢I TB19-F7 4N N \ DO .- M A, fn � < 24VDC T. a I s TB19 BPS WATER QUALITY �,, �� i TB19 18 16 7819 16 16 IN- 15 CH15 SAMPLE CHLORINE ' ,,c' S TRANSMITTER FAULT • ay � �S o FNW51YA103 I% U II H C C 11 ANALOG INPUT MODULE,RACK 1 SLOT 4 W 15 1 0 >-0 a ZU AL31) ca O 0 ii - fie TB11 Y3 t- :Z RED RED 7811-5 TB11di : ., BPS WATER QUALITY U o m NOTE: BLK f l BLK T211-6 S 7811.8 7 I 1+ CH1 I I 1 i SAMPLE TOTAL CHLORINE S RESIDUAL 0-5 PPM 4 CONNECT 24VDC y 6 6 V/I IN 1- FNW51AI82 m m Y C TO FAULT COM CONTACT q FACTORY W SUPPLIED PLUG , (WHEN AVAILABLE) 11121314151 11I2131415I J2 J1 r I`. 1 f.^ Z CC J `i <1 a J ~ CC U w�0 '• sm. TURK CA-2/RKF 50 Z a F~- (OREQUAL) oti4 aQw -�� MOUNT FACING DOWN CC Z 2 I,.,,.,I II.,,.11 a.a - V cc IRN( •• TURK P-RSV 56-964-2M V)CC Q I..O F^ (OR EQUAL) TYPICAL CONNECTION FOR: O ti Is CC=W it ■■ FNW51AI82 Q Z ,�V TO Y e. SENSOR J U. W J DETAINED: CAG /// DETAILED: CAB CHECKED: FYI APPROVED: FMR I DATE: FEBRUARY 2014 D. /2 1 If THIS BAR�DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175033 147 CONFORMED TO BID DOCUMENTS 127"OE 141 J / ,, FIELD PROCESS AREA PLC ENCLOSURE U ( )---- TB3-F7 / 11 5A II < 24VDC 0 0 i '0 COM < DCCOM 1 Q 4 ANALOG INPUT RACK 2,SLOT 1 3 FLOW METER +, 8 TB10 c O R, RED TB10-11 TB10-11 11 15 i IN 3+ CH3 BPS PRESSURE ZONE 410 v BLK T810-12 T810-12 i 12 — 14 V!i IN 3- DISCHARGE FLOW 0.10 MGD ANALOG COM FNW51F101 , . ,',F.ti ' s W $ - o w € 53a §' SEE OWNERS MANUAL FOR CONNECTION DETAILS 5`°M� �T�M�OS "'• DIGITAL INPUT RACK 1,SLOT 5 �5 a n W oo m m A TB20-F1 "ma , y,+, E° r` ,, II 1A II < 24VDC rflB3y w0ac`y O BPS PRESSURE ZONE 410 FLOW . TB20-1 TB20-1 1 1 IN- 0 CHO TRANSMITTER FAULT FNW51YA104 (�� y m c atop W o e d >7 a ti TB20 BPS PRESSURE ZONE 410 COTS v h TB20.2 TB20-2 REVERSE FLOW DETECTED L 2 • 2 IN- 1 CH1 Y '; Ya iti: 1 1 i FNW51YA105 V a m 4 > b �-- b mm u 1{I 71 OD O T83-F8 t 6,1 \� L// 15A fl < 24VDC COM < DCCOM 1 ANALOG INPUT RACK 2,SLOT 3 FLOW METER CC AC ti CC Z RED TB12-11 T812-11 O ti O- O W r 11 15 I IN 3+ CH3 BPS PRESSURE ZONE 470 ti =1• U O l y BLK TB12-12 TB12-12 DISCHARGE FLOW ~ W O 12 14 •V/I IN 3- FNW51FI71 I Z C/) J W cc ti F- a k- ill W W 0-0- r oC) SEE OWNERS MANUAL FOR CONNECTION DETAILS DIGITAL INPUT RACK 1,SLOT 4 Q O�ti w! T TB19-F5 LLl �s O 14") ti �� 1 1A H < 24VDC Q m W TB19 13 TB19-13 BPS PRESSURE ZONE 470 FLOW J 13 --- 15 I IN- 12 CH12 TRANSMITTER FAULT FNW51YA106 __,- DESIGNED: CAD TB19 BPS PRESSURE ZONE 470 DETAILED: CAG TB19-14 TB19-14 REVERSE FLOW DETECTED CHECKED: FMR 14 14 IN- 13 CH13 APPROVED: FMR 1 1 i 1 I FNW51YA107 DATE: FEBRUARY 2014 CD CD 0 1,2 1 IF THIS BAR DOES NOT MEASURE 1. THEN DRAWING IS NOT TO FULL SCALE . PROJECT NO. 175033 k, 148 8^ SHEET CONFORMED TO BID DOCUMENTS 128 OF 141 J t 1 FIELD PROCESS AREA PLC ENCLOSURE FLOW SWITCH tg 4 TBX-FX IIIIII 24VDC DIGITAL INPUT MODULE XX — SEE OWNERS MANUAL FOR CONNECTION DETAILS /� \r✓ W ANALYZER PANEL CIS SAMPLE LOW FLOW ALARM ]jy TBX-X X TBX-X X IN- X CHX oN�, 77,,wN�d Z 6�5 W o Il � - �. r ,s It, 4-i O /03tl p�dG TYPICAL CONNECTION FOR: t FNW51FSH81 0 d ~ o LU 51 et • o S C.) 3 " m ` m M • _A., C I— cc� LU 0 Wco Utiti o -u OW Caw �ti T a_ 0 Lo CQ J U_ W DESIGNED: CAG DETAILED: CAG CHECKED: FMB APPROVED: FMR DATE: FEBRUARY 2014 0�1 IF THIS BAR DOES NOT MEASURE 1. THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 175033 149 u° CONFORMED TO BID DOCUMENTS 12 SHEET 141 - A I B I C I 0 1 E I F I G I H I I I J I K I L I M l N I O I P 1 \\ ;vRI'.11: ■"r -�� 'ult 10 10 \ � 11 ■\\ TAUNA I! 9 cm of \ Ell 41 9 9 ■ ■ — — �1 i ..� I , 1■�\ifsili `� 1W4 pus anwly •le■■ 11111111 1:re!∎ `1 wi■■ n �nly_ —� - - s liii: 2111VV 411 III'VI 8 �� =�f/i��ah::rpm ®1 - - tiE!I1 as ��. 4�� Oh 11111 �r:i ••.•. diu m ii va 1t' NIC) — 10112.2.,..- 1-0�II ■, . 1 vlor. 'XIII= lineno 'Majerriatsa a lop tlillll■ NM in Indiparg El i I 7 I I� �■ ��/: ■ 111 _.9..8: —41i , 1 : ish. moms FA 1==..:inilmorkrillow; 1.4 ,::: • Nom zwrj olos irmAttliElt 11111■ ik. - : 1 • . fri1111 Me .��■� Iflh[♦■11flhUi Jan[Pi 111 mi or • NA' ii irlu. IIII 111111•VO ■ . IL=1111 ....%_ 4.4. i Ora Imola 111/1111ii 111■1* V. 1114, • 5 0 500 1000 VICINITY MAP 5 1-aoo. N ` — \ BPS • It -0 \ — 4 FWP 41 $ #, (DISCHA GE) 4 - — FWP 470 I FWP 320 \ 3 (DISCHARGE)J\ (SUCTION) \ - SW BONITA ROAD \` — SCHEDULE FWP(NIC) 1 ■ 2 ii. 0 100 zoo AREA MAP - I%` 1'=+00' uNEIS2NJCHE3 REVISIONS I MILTON COURT FINISHED WATER PIPELINES R+tNME is xorr AT i i, n REV. DESCRIPTION By APP. \'1'A•.�E.�ED PROF( CONFORMED TO KENNEDY/MKS PROJECT RUINER 1 di ._� 8265340::: BID DOCUMENTS GENERAL +ts,o+a.zo Kennedy/Jenks Consultants DESIGNED Lake Oswego•Tigard ,cam kg § 200 SW MARKET,SUITE 500,PORMNDOREGON91201 DRAWN: , DRAWINGS re Water Partnership VICINITY AND AREA MAP �, ,,,, „ oRecaN CHECKED: TPAI ��.N 1�� sharing water•connecting communities MC-FW P-O 1 CHECKED: am 4 RON E�F'� Cj W APPROVED: I DsrtAaa w1C 12/31/13 I 130 OF 141 SF� A I B I C F D I E I F I G I H I I I J I K I L I M I N I 0 1 P A I B I C I D I E I F I G I H I I J K i L M N I 0 I P SECTION IDENTIFICATION CIVIL SYMBOLS 10 (1)SECTION CUT ON DRAWING 3-0-01- - 11 EXISTING ASPHALT SURFACE PB - CENTERLINE --SECTION LETTER r 1 ❑ NEW PULL BOX NEW STRUCTURE OR FACILITY I I j�Y !r rE�°I1 EXISTING GRAVEL SURFACE Q •. • O P54 POTHOLE LOCATION ®• EXISTING CONCRETE SURFACE EXISTING STRUCTURE OR FACILITY S ;19/ IC,V- �4� B-3 BORING LOCATION �-DRAWING ON WHICH ;�KA.1,2�L�I_�PMINT.�I�I_� EXISTING BRICK SURFACE I l FUTURE STRUCTURE OR FACILITY SECTION APPEARS UTILITY POLE EXISTING WETLANDS �� x X NEW FENCE(CHAIN LINK) 9 P�ltjaIS���iira��L�� EXISTING SENSITIVE AREA A BENCH MARK 9 --.-40— TEMPORARY FENCE (2)ON DRAWING 3-0-01 THIS SECTION IS IDENTIFIED AS: 111.—ft—WL— EXISTING WETLAND DITCH FLOWLINE Q ROUND OR DIAMETER CTV—CTV EXISTING CABLE TELEVISION O O --- EXISTING FENCE . SECTION LETTER SQUARE r -—COMM—COMM EXISTING COMMUNICATION 1 15 EXISTING GRADE CONTOUR — SECTION A --W-W--w- EXISTING WATER<38• © AT 100 FINISH CONTOUR SCALE. 114"=1'-O' 3-D-01 --/--W-,-f W/--f-W-1- ABANDONED WATER \ —E—E E— EXISTING ELECTRICAL L ANGLE ® 30 2 8 \30.2 FINISHED ELEVATION �-SECTION SCALE `-DRAWING FROM WHICH CL OR CL CENTER LINE 8 SECTION WAS TAKEN E(OH) EXISTING OVERHEAD ELECTRICAL X 30.2 EXISTING ELEVATION —FIBER FIBER— EXISTING FIBER OPTIC ATS NEW CATHODIC TEST STATIONS DETAIL IDENTIFICATION r I i CUT SLOPE FP FP EXISTING FIRE PROTECTION a NEW DEEP ANODE WELL —FS FS FS— EXISTING FIRE SERVICE Q FILL SLOPE GROUNDWATER ELEVATION (1)DETAIL CALLOUT ON DRAWING 3-C-01: —G—G—G— EXISTING GAS n- -FM—FM—FM— EXISTING FORCE MAIN R NEW FIRE HYDRANT NEW AC PAVING DETAIL NUMBER 7 SD-1-1211 SD EXISTING STORM DRAIN<38" I® NEW CATCH BASIN EP— EP— EXISTING AC PAVING 7 EXISTING SANITARY SEWER<36" FLOW DIRECTION DRAWING ON WHICH EXISTING UTILITY PIPE 2 38" DETAIL IS SHOWN DITCH CENTERLINE WITH FLOW DIRECTION - -CS CS EXISTING COMBINED SEWER _ —T T—T— EXISTING TELEPHONE W-..*W— NEW PIPELINE(CIVIL SHEETS)SMALLER THAN 24"DIA (2)ON DRAWING 3-C-01 THIS DETAIL IS IDENTIFIED AS: I I I I I I I I I I I I I I I I EXISTING RAILROAD TRACKS I' - j NEW PIPELINE(CIVIL SHEETS)24"DIA AND LARGER DETAIL NUMBER -TV TV EXISTING TELEVISION 6 DETAIL 1 -UT1L UTIL EXISTING UTILITY Y - -f-11 NEW ACCESS MANWAY 8 SCALE 318"=1'-0" 3-C-0l -- WA WORK AREA BOUNDARY `-DETAIL SCALE DRAWING ON WHICH - -—PE— PERMANENT EASEMENT iL - NEW DRAIN R DETAIL IS CALLED OUT - .- TCE TEMPORAY CONSTRUCTION EASEMENT - ----j NEW COMBINATION AIR VALVE(CAV) - - - - - - OTHER PERMANENT EASEMENTS LIMIT OF GRADING OR - NEW BUTTERFLY VALVE 5 EXISTING GRADE LINE 5 — - - - ---- PROPERTY LINE OR RIGHT-OF-WAY �T/ I� NEW GATE VALVE \\\\\\\\ DEMOLITION SYMBOL ElIK)( NEW PLUG VALVE EXISTING CURB NEW CURB T NEW STORM DRAIN MANHOLE -- X X EXISTING STOCK FENCE O SURVEYED TREE(DECIDUOUS) SL SL STREET LIGHTING ,g Ci` 4 / ` Y `' SURVEYED TREE(EVERGREEN) 3 2 t a m a1( Ik F. UNE IS 2INCHES REVISIONS W,Z 'I REq Of 11oTO182aMC+H 2 AT FULL SIZE 9 1F. PR fSS CONFORMED TO MILTON COURT FINISHED WATER PIPELINES or NOTY-SCALE ACCORDINGLY) REV- DESCRIPTION BY APP. .,GIN[, /Oy KBIEDYAEKKB FRO,ECT NUMBER RR ¢�� 82853 • y� BID DOCUMENTS GENERAL 119101820 1 Z:-' Kennedy/Jenks Consultants DESIGNED: ELN ----- / , Lake Oswego •Tigard SCALE ar) 200 SW MARKET,SUITE 500,PORTLAND OREGON 97201 DRAWN: SEL DRAWINGS Water Partnership LEGEND AND SYMBOLS �,,,,AS SHOWN I to i 44 CHECKED: TRM 9*Dr.01 W�+% sharing water•connecting communities MC-FWP-02 A CHECKED: BRM gRON CO". d ' APPROVED:AME I MOUTON DATE 12/31/13 J _ _ _ 131 OF 141 A I B I C I D I E I F I G I H I I I J I K 1 L I M I N I 0 I P A I B I C I D I E I F I G I H I I 1 J I K I L I M I N I 0 1 P ABBREVIATIONS GENERAL NOTES & AND DIAG DIAGONALS) INSUL INSULAT(-E,4O14) R RISER t APPROXIMATELY DIM. DIMENSIONS) INN INVERT R,RAD RADIUS 1. OREGON LAW REQUIRES CONTRACTOR TO FOLLOW RULES ADOPTED BY THE 10 A DEFLECTION D.I.P..DIP DUCTILE IRON PIPE IPS INTERNATIONAL PIPE STANDARD RC REINFORCED CONCRETE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 10 DEGREE DN DOWN RCP REINFORCED CONCRETE PIPE 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH OAR 757-541 THROUGH OAR 757571 = EQUALS DNF DID NOT FIND JB,J-BOX JUNCTION BOX RD ROAD PRIOR TO COMMENCING CONSTRUCTION. • FOOT DWG(S) DRAVANG(S) JT JOINT REF REFERENCE > GREATER THAN REINF REINFORC(-E.-ED,-ING,-MENT) 2. CONTRACTOR SHALL ALSO FIELD VERIFY DEPTHS OF EXISTING UTILITIES TO ' INCH E ELECTRIC,EAST KIP ONE THOUSAND POUNDS REOD REQUIRED IDENTIFY POTENTIAL CONFLICTS AND AS REQUIRED FOR CONNECTIONS TO _ • LESS THAN EA EACH REOT REQUIREMENT EXISTING SYSTEMS. # NUMBER EC END OF HORIZONTAL CURVE L LENGTH;LITER REV REVISION % PERCENT ECC ECCENTRIC LAT LATERAL RH RIGHT HAND 3. PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN AS AN AID TO DESIGN ONLY EF EACH FACE;EXHAUST FAN LB POUND(S) RIPS RIVER INTAKE PUMP STATION THEY DO NOT IMPLY LEGAL OWNERSHIP BOUNDARIES AND THERE IS NO A AREA ny. FOR EXAMPLE LF LINEAR FEET R/W RIGHT-OF-WAY GUARANTEE,EXPRESSED OR IMPLIED.WITH RESPECT TO THEIR ACCURACY. 9 AB ANCHOR BOLTS) EGL ENERGY GRADE UNE LG LONG RTE ROUTE 4. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WATH 9 ABAN ABANDON(-ED) EL,ELEV. ELEVATION LH LEFT HAND RT RIGHT TRAFFIC CONTROL PLANS INCLUDED WITHIN THESE DRAWINGS.THE CURRENT AC ACRE,ASPHALTIC CONCRETE ELB,ELL ELBOW LOC LOCATION RR RAJLROAD EDITIONS OF"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES',AND OREGON A C ASBESTOS CEMENT EL&C EPDXY LINED&COATED LONG. LONGITUDINAL RHO ROUND DEPARTMENT OF TRANSPORTATION(ODOR"MANUAL ON TRAFFIC PRACTICES NC ASPHALT CONCRETE ELEC ELECTRIC(-AL) LP LOW POINT RWP RAW WATER PIPELINE HANDBOOK FOR LOCAL ROADS AND STREETS IN OREGON'. . - AGG AGGREGATE EMERO EMERGENCY LT LEFT S SEWER,SOUTH,SLOPE ALT ALTERNAT(-E,-IVE) ENCL ENCLOSURE LW LOW WATER SCHED,SCH SCHEDULE 5. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE; ANSI AMERICAN NATIONAL STANDARD INSTITUTE ENGR ENGINEER LWL LOW WATER LEVEL SD STORM DRAIN LAW,INCLUDING OR-OSHA REQUIREMENTS AND LOCAL ORDINANCES. APPROX APPROXIMAT(-E,-LY) EP EDGE OF PAVEMENT SE SOUTHEAST 8. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE ASPH ASPHALT EQ EQUAL({y) (M) MODIF(-Y,-IED) SEC SECONDS,-ARTY) RESPONSIBILITY OF THE CONTRACTOR. THE WORK AREA AND APPROACH ASTM AMERICAN SOCIETY FOR TESTING EQUAL.,EQ. EQUALIZATION MAX MAXIMUM SECT SECTION(S) 8 8 ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM AND MATERIALS EQUIP EQUIPMENT MECH MECHANICAL SHT,SH SHEET OBSTRUCTIONS AND HAZARDS. ATM ATMOSPHERE(14.7 LB/IN SO) EST ESTIMATE(-D) MFR MANUFACTURER SI SIDEWALK INLET AWWA AMERICAN WATER WORKS ASSOCIATION EXC EXCAVATE NH MANHOLE SIG SIGNAL 7. ALL PIPE JOINTS(INCLUDING VALVES AND FITTINGS)SHALL BE RESTRAINED. AVE AVENUE EXIST.,(E) EXISTING MIN MINIMUM;MINUTE SIM SIMILAR EXP EXPANSION MISC MISCELLANEOUS SPCD SPACED 8 MAINTAIN ACCESS TO ADJACENT PROPERTIES. - BC BEGINNING OF HORIZONTAL CURVE EXP JT EXPANSION JOINT NJ MECHANICAL JOINT SPCNG SPACING 9. DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE WORK BF,B.F. BLIND FLANGE EXT EXTERIOR,EXTENSION MODIF MODIFICATIONS) SPCS SPACES AREA BOUNDARY SHALL BE PERMITTED(EXCEPT PIPELINE APPURTENANCES BFP BACKFLOW PREVENTER EVC END OF VERTICAL CURVE MON MONUMENT SPEC SPECIFICATIONS SHOWN BEYOND THESE LIMITS AND FOR TEMPORARY TRAFFIC CONTROL SFV BUTTERFLY VALVE EW EACH WAY MPH MILES PER HOUR SO SQUARE FACILITIES).IF A WORK AREA BOUNDARY IS NOT SHOWN,THEN THE WORK AREA BHP BRAKE HORSEPOWER EW/EF EACH WAY EACH FACE MTG MANUFACTURER SO FT,SF SQUARE FEET BOUNDARY SHALL BE TO THE EDGE OF THE EXISTING PAVEMENT OR NO 7 BITUM BITUMINOUS SQ IN SQUARE INCHES FURTHER THAN 8 FEET FROM THE CENTERLINE OF THE PIPELINE UNDER 7 BLDG BUILDING 'F DEGREE FAHRENHEIT N NORTH SS SANITARY SEWER CONSTRUCTION,WHICHEVER IS FURTHER.EXISTING LANDSCAPING AND OTHER BLK BLOCK(-S) FT FEET,FOOT (N) NEW SSMH SANITARY SEWER MANHOLE IMPROVEMENTS,IF DISTURBED,SHALL BE RESTORED TO EXISTING CONDITIONS. BM BEAM,BENCHMARK FAB FABRICATE(-0) N/A NOT APPLICABLE SS 304 STAINLESS STEEL TYPE 304 UNDER NO CIRCUMSTANCES SHALL DISTURBANCE EXTEND BEYOND THE PUBLIC B.M. BENCH MARK FC FLEXIBLE COUPLING N.C.,NC NORMALLY CLOSED SS 316 STAINLESS STEEL TYPE 318 RIGHT-OF-WAY OR EASEMENT BOUNDARY. - BO BLOWOFF FCA FLANGED COUPLING ADAPTER NE NORTHEAST ST STREET BRG BEARING FDN FOUNDATION NGVD NATIONAL GEODETIC VERTICAL DATUM STA STATION BTWN BETWEEN FE FIRE EXTINGUISHER NIC,N.I.C. NOT IN CONTRACT STD STANDARD FF FAR FACE,FINISH FLOOR NO NUMBER STL STEEL "C DEGREES CELSIUS(CENTIGRADE) FG FLAP GATE NORM NORMAL STORM,SO STORM DRAIN C CONDUIT FH FIRE HYDRANT,FLAT HEAD NTS NOT TO SCALE STRUCT STRUCTUR(-E,-AL) SUBM SUBMISSION 6 CAV COMBINATION AIR VALVE FIG. FIGURE NW NORTHWEST SUPP SUP ORT(S)(SUBMIT) 8 CB CATCH BASIN FIN. FINISH(-ED) CC CENTER TO CENTER FIN.GD FINISH GRADE OA OVERALL SURF. SURFACE UTILITY POTHOLE DATA CEM CEMENT FL FLOW LINE OC ON CENTER SW SOUTHWEST;SWITCH CF CUBIC FEET FLEX FLEXIBLE OD OUTSIDE DIAMETER SM/ SIDEWALK . CHAN CHANNEL SYM SYMMETRICAL FLG,FL FLANGE(43) OF.,OF OVERFLOW CHKR CHECKERED FLR FLOOR ON OVERHEAD POWER T TIMER,TIME,THERMOSTAT POTHOLE DATA TABLE CI CAST IRON FM FLOW METER,FORCE MAIN OHWM ORDINARY HIGH WATER MARK T/ TOP OF Pothole Number Size(in) Utility Type Depth(IN)To Top of utility Drawing Number CIP CAST IRON PIPE FOB FLAT ON BOTTOM OPNG OPENING TAN. TANGENT(-IAL) BV1 12 Storm 66 MC-FWP-04,05,06&MC-R-01 CIRC CIRCULA(-R,-TION) FOT FLAT ON TOP OPER OPERATOR TB THRUST BLOCK BV2 12 Storm 62 MC-FWP-04,05,06&MC-R-01 5 CIRCUM CIRCUMFERENCE FRC FLEXIBLE RUBBER COUPLING 5 OPP OPPOSITE TBM TEMPORARY BENCH MARK CISP CAST IRON SOIL PIPE FT FEET ORIG ORIGINAL T&B TOP&BOTTOM P1 12 Storm 52 MC-FWP-04,05,06&MC-R-01 CJ CONSTRUCTION JOINT FT 3 CUBIC FEET P2 4 Gas 34 MC-FWP-04,05,06&MC-K-01 CL PIPE CLASS OS&Y OUTSIDE SCREW&YOKE TC TOP OF CURB FT 2 SQUARE FEET (RISING STEM-VALVE) ICE TEMPORARY CONSTRUCTION EASEMENT P2A 16 Filer Duct 35 MC-FWP-04,05,06&MC-R-01 CLR CLEAR(-ANCE) FTG FOOTING OZ OUNCES) TBM TEMPORARY BENCH MARK P3 4 Gas 36 MC-FWP-04,05,06&MC-R-01 CMC CEMENT MORTAR COATED FWD FORWARD TEMP TEMPERATURE TEMPORARY P3A 16 Fiber Duct 30 MC-FWP-04,05,06&MC-11-01 CML CEMENT MORTAR LINED FWP FINISHED WATER PIPELINE p PIPE TERM. TERMINAL;TERMINATION P4 12 Water 48 MC-FWP-04,05,06&MC-R-01 CML&C CEMENT MORTAR LINED&COATED PC POINT OF HORIZONTAL CURVE TEL TELEPHONE CMP CORRUGATED METAL PIPE G GAS P5 (3)2 Power 32 MC-FWP-04,05,06&MC-R-01 PCC POINT OF COMPOUND CURVE TOC TOP OF CONCRETE CMU CONCRETE MASONRY UNITS) GAUGE PCF POUNDS PER CUBIC FEET TOS TOP OF STEEL P6 24 Water 71 MC-FWP-04,05,06&MC-R-01 CO CLEANOUT GAL GALLON(S) P7 12 Water 81 MC-FWP-04,05,06&MC-R-01 CONC CONCRETE GALV GALVANIZE(-D) PE PLAIN END,PERMANENT EASEMENT T.O.P. TOP OF PAVEMENT 4 GOL GROUND LEVEL POLY POLYETHYLENE TOPO TOPOGRAPHY P8 4 Power 36 MC-FWP-04,05,06&MC-R-01 CONN CONNECT T(-ION) GEN GENERATOR PERIM PERIMETER TOS TOP OF STEEL TOP OF SLAB P9 12 Storm 33 MC-FWP-04,05,06&MC-R-01 CONST CONSTRUCT HON) PF PROFILE T.O.W. TOP OF WALL CONST JT,CJ CONSTRUCTION JOINT GENL GENERAL P10 24 Water 75 MC-FWP-04,05,06&MC-R-01 GLV GLOBE VALVE P.I. POINT OF HORIZONTAL INTERSECTION TYP TYPICAL P10A 12 Water 81 MC-FWP-04,05,06&MC-R-01 CONT CONT1NU(f0,-0US,-ATION) P/L PROPERTY LINE TP TELEPHONE POLE CONTR CONTRACTOR GND GROUND P PLATE P-SDI (3)2&(1)4 Power 32 MC-FWP-04,05,06&MC-R-01 COORD COORDINATE GR GRADE,GROUND,GRAM AN GS GALVANIZED STEEL P.O.C. POINT OF CONNECTION UG UNDERGROUND P-MS (8)1.5 Poly-Empty 79 MC-FWP-04,O5,06&MC-R-01 COR CORNER CORR CORRUGATED GV GATE VALVE P.O.T POINT OF TANGENCY 11GE UNDERGROUND ELECTRIC P-M1,812 (8)1.5 Poly-Empty 102 MC-FWP-04,05,06&MC-R-01 COUP.,CPLG COUPLING PP POWER POLE LINO UNLESS NOTED OTHERWISE CPP CORRUGATED PLASTIC PIPE H HIGH PR PAIR UPR UPPER CTR CENTER HE HOSEBIBB PRESS. PRESSURE 3 CTS CATHODIC TEST STATION HDD HORIZONTAL DIRECTIONAL DRILLING PRFV PRESSURE RELIEF VALVE V VOLT CU COPPER HOPE HIGH DENSITY POLYETHYLENE PRV PRESSURE REDUCING VALVE VAR VARIABLE CV CHECK VALVE HEIL HYDRAULIC GRADE LINE PROP. PROPERTY VC VERTICAL CURVE CWT ONE HUNDRED POUNDS HOT,HT HEIGHT PS PUMP STATION,PIPE SUPPORT VCP VITRIFIED CLAY PIPE CY CUBIC YARD HORIZ HORIZONTAL PSF POUNDS PER SQUARE FEET VERT VERTICAL HPT,H.P. HIGH POINT PSI POUNDS PER SQUARE INCH VPI VERTICAL POINT OF INTERSECTION D,DR DRAIN HR HOUR P-SL PIPE SLEEVE DBL DOUBLE HT HEIGHT PIRA. PUMP STATION W WIDTH;WDE;WEST p DEG DEGREES) HWY HIGHWAY PT POINT W/ WITH a DEMO,(D) DEMOLISH PV PLUG VALVE WA WORK AREA OET,DTL DETAILS) ID INSIDE DIAMETER P.V.C. POINT OF VERTICAL CURVE WM,W.M. WATER METER 2 DI DUCTILE IRON IE INVERT ELEVATION PVC POLYVINYL CHLORIDE W/O WITHOUT• DIA DIAMETER I.F. INSIDE FACE PVI POINT OF VERTICAL INTERSECTION WS WELDED STEEL,WATER SURFACE 1 i IN 3 CUBIC INCHES PVT POINT OF VERTICAL TANGENCY WT WEIGHT q NOTE IN2 SQUARE INCHES MIT PAVEMENT WTR WATER ? THIS IS A GENERALIZED ABBREVIATION SHEET.THIS IN INCH(-ES) P PRESSURE ZONE YD 3 CUBIC YARD CONTRACT MAY NOT USE ALL INFORMATION SHOWN. INSTR INSTRUMENT YD 2 SQUARE YARD UNE IS 2 INCHES 11F lair TaFUL AC o�woln { REVISIONS W cl.,l�RED PNOFESSO CONFORMED TO MILTON COURT FINISHED WATER PIPELINES 119101820-MC-FWP-03 AT REV. DESCRIPTION BY APP. IIEINEDY/JENNS PROJECT MJNBER NO :wR �� 62653�jy> BID DOCUMENTS GENERAL 1191018.20 1 Ism Kennedy/Jenks Consultants DESIGNED: EW i, t Lake Oswego.Tigard - sc 3a 200 SW MARKET,SUITE 500,PORTLAND OREGON 97201 DRAWN: 3E1 , �OREEN, DRAWINGS 4 Water Partnership ABBREVIATIONS, GENERAL DRAWINGFBXX°NUIABER iCHECKED: TRB 9 4..09 II sharing water�connectingcommunities NOTES AND UTILITY MC-FWP-03 a; CHECKED ARE Ro"E° POTHOLE DATA APPROVED:ARE °MOO1 DAZE: 12/31/15 e ( I 132 OF 141 A I B I C I 13 I E I F I G I H I I .-I J I K I L I M I N 1 0 I P • A I B t C I I '''''5.4t7 ) F J K L M ( N I 0 I P r Of '''. ' i li) / - .''''': ,��cc� i -- \ (s t --- __-, \� _•\ O I-, 4 r iltT a r 1 ' SEE MO c3 FOR - /\ 1. 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' Val/ I STA2480.33 Pe: 'V �� I 44■■ SW M SD RELOCATED 12'0 SD E „ 1 . (N)24"0 FWP(PZ 410) 11.25°BEND �`_ V�... -��1� ✓: - SEE DWG MC-FWP-06 (15.BS'DEFLECTION) SEE DYW PAC-R-01 ,��q � �' .. .,• ''PI / 1Y STA1.31.15 191u°'-�� •e�� �.t7 •, : 22.5°6 11,25°BENDS (N)24"0 FWP(PZ 470) SS- ®�•� SEE DWG MC-FWP-0B SSA• \ IJ�' (30.08°DEFLECTION) ... :, @ A j1 7 - SEE 17A13 02 9 r 7q! 1.4;: - 10 20 30 PLAN ' 1"=2D' 6 • 1!A 3 3 180 gl: it-1i1 llii‘ ::11,1 . • , lie! go : :mn, ti.•• 7..., ! :! IN.12:” • • i I •i E ! i 111.• a 140 • . • : • • : -.:1110017\ RI - 4 • . : i :: : . • I - .� I I 136 • •• : e.... i -... V r •� i i i -- -- _ r-,Tar •i • SONS 1.0.00% p — 3O'0 S.A311L: - _ __�. ._.. ( .• 3 125 i .... .... - __-_ - ___-_. __------- _. _ ...... _ �2a Mi : 0 : 5; $;. ai-§r �n # �d It!! �3 w nr " 4oi : a w w : i Y av 0.20 ' 2.00 3400 5460 5400 8460 A_ 0 10 20 30 0 1 2 3 4 5 _ lesisIsi PROFILE I....p1 P 1".20 HORIZ. VERT 1•=5• FILENAME I.. LINE IS2INCHES i REVISIONS a) EOPROrF MILTON COURT FINISHED WATER PIPELINES 119101620-MC-FWP-04 AT FULL SIZE 1.1 G s CONFORMED TO OF Nor T-SCALE ACCORCONG.n REV. DESCRIPTION BY APP. G I N E' O I KENNEDYME KS PROJECT WISER f B2853f ��, BID DOCUMENTS CIVIL 1191016.20 1 RS' KennedylJenks Consultants DESIGNED ELM �� , Lake Oswego •Tigard SCALE DRAWINGS FINISHED WATER PLAN AND PROFILE AS SHOWN 200 SW MARKET,SUITE 500,PORTLAND OREGON 97201 DRAWN: SD. .' Water Partnership. ORAwMdFIGURE NUMBER ORE. A- CHECKED TRN -0y.os 1l•- sharing water.connecting communities FWP 320 SUCTION 31 44RONE.0-Ck 8 B MC-FWP-04 CHECKED: BMA APPROVED AA,E I DBIRA11ON DAN: 12/31/15 I STA 1+00.00 TO 4+95.00 133 OF 141 A B C D E F G H I J K L M N 0 1 P '' A I B -� C I D E F _ H I J K 0 P !L. :iritsiL-----ss_____[,__,,L!_____:-„,-,...,____,,,�- —-STA 1.00.00 / i / " 1 ' __ - -I BEGIN 24'FWP - _ 41-Plir /f• 10 SEE DWG C3 FOR CONNECT TO BPS PIPING — I __� t o 10 de �OOHfINUA7I,ON y f: _ t_ _` ` I yy /I ,t . / / f �.�n- ii - 3 ���s`�=�.� `N / / 2 8 1 � / /' /) /j': i/ - 3 0 O .0 1�t`55��� Tal ]" / TAX LOT 1600\ �� 1' I ^ l I I ' V / `1 ,4 ‘511e-T ��__�_ _ '1 ` STA:4*66... `�• / o I / / r �r�'���ff--yy �`l�lifi%y1�_� w °° R9.N' „, � _ 4� ``.• 45'BEND 1 /�e / /'• - _ � �0 ...413,';...w.- 1141: * / - �w�w`w — 1,_ (45.00°DEFLECTION) ` \4 '/ a � ' !\` �.` (N13011 FVYP(PZ 320) - - -- - -� �� - _ \ / �� •` 9 0l �� ��I''V�wPa4 �— 2400 u, (t 1O _� "�at�w �`, a 'a �! o r3 N,%/ W/ : !i 9•N 45•BEND •N)24.0 FWP(PZ 470) ` •— 'r_�� �• /I, !3 w ~1 •-a:r j, CONSTRUCTION NOTES: ,� (46.50•DEFLECTX) II41 w _ � �-- , f$ s: liorkma N� 5 D SD SD 50 SD • _ - ,„- _ SO _ ��� _ � r7 EXISTING B EMPTY 1.5-INCH POLY CONDUITS.REMOVE CS ---- °f �� ' -_� - - -�_ ��� � �dw ,, J�� � / AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP. sD SW µ1L r�_� •. �:' w •'. i , ,..„411 _ ��►. �1 �� `fir 7 STA 1+36 94 (N)24"0 FWP(PZ 410) f .•.'•; mil♦—�'° f Q4 8 22 5°d 11.26°BENDS SEE DWG MC+YJP-0a STA:2M6.9B �; =�S- ='? 8• (30.06'DEFLECTION) 11.25°BEND _f '•'f �' w / - (N)24"O FWP 470) (15 65° RELOCATED 1Z•0 SD `,-:-'4 '• P j•�`` %� r.(N)12.0 SO SEE DWG MC-FWP-08 SEE DWG MC-R-01 _F `_ r.� �\'f' -•— _ SEE DWG C2 \` 1° '4. / ��,.,,,}/ i -- L.,3� � �' \.\\ VI` sue' � i� 7 ti ,, STA 4407 85 7 „ 1r o � r CONNECTION TO 4 t�,;7,-,i0 (E)12"WATERLINE /' // 4 �- CONNECTION AM ''` STA:4477.98 \/, /` •/� y DETAIL SEE =7 BEND A / 7 1 (44.63'DEFLECTION) 1 'D —. C•^,ti 10 20 30 1....e.a.mom PLAN =z . D 6 6 i ; ; � ; — !. i i I 1 1 I 1 1 I ! ! i t I 1 1 1 1 • I i..........j I i 1 ( I 1 • I 1 • } i !... , !• •. 1.1 t ! ! 1 1 1 1 1 1 1 1 1 I--•- •I t i f t 1 f 1- f F ! ! i I' •••••! I f { '�•150 ; e yA i i i i ! r 1 isd•Y i• ce` i 1 1 1 1 1 ! E ! i i ! ! { �� i I•f 1 I 1 1 , "'F 1 I i 1 f I i 1 i I €W W W Z<- I 1 I 1 1 I I t 1 1 1 j......•-•i i i .-V ! I I i i r ��jj'' (± 1 ! 1 f i 1 j ...... ..-.. G;.. .iglu...{ Quay i i ( E i 1 1 5 1 [ I 1 1 1 ! ! 1 i t t 1 1 I 1 1 - , i 1 I 1 1 I 1 f 1 r- 1 _ • 146 -- -- t t o f i. f 1 /• W i i i t I 1 i 1 1 1 F t F t f 1 1 1 I 1 1 I ! 1 1 I•' I �m 1 1 1 1 - i ! t 1 1 1 F S ! F I t F I 1 ••-i 1 1 1 I 1 !•• •2 ! g )r L)"3--g 1 1 1 1 1 - -'• i ..... - �I I ' 1 1 1 1 i i i i i i i 1 - •--I i 1 1 ! I- -b - i••--•••'1 1 I 1•• 1 1 i I F I t i t 1 i F 1 t 1 1 I [ •••••i i t 1 1-• - 1•••••••-' M 1 1 I 1 r ......i.-•... -'i 1 t t ! I t f••r i t t� I A�.-.-.-.•{ ! i 1 t i I 1 !.• ' j.. ... i, i 1 i••.•••.••I i i i ......:....... 1 1 t 1 1 I 1 i ..! 1 ! i 1 ! • ....i ... ........ ........i. ! .. ... t 1 ! 1 ! ... 1 .. ... ..i.........i i I ' i — \_—_--■ ■ t 1 1 1 f- 1 1 ... .......- !. _}.r« _ �.�r--1:...... 1 1 ■ 1 4 i i i �--_.___-"- .t..--i---•*. ......1---i-:I-- --r—.��----- 1--1 I . 1 ------t -1 r.--.i-4--T.--i-.rt...-.1'. i -r..-. ......�i� ■ _.. .. i ■ ■ • 196e,_, - -_ I i i i i i : i i i : — j... ... ..1 i I 1..................i i 1 ! 1 i L f i i • 1 ! !.. ....i "Lt t....r...l ... t 1 ! 1 ........! i................j............ • j. .. ! I i i i........-1 3 I f. 1 1 1 t.j j ; iIf y x's'a Dw s-moos osivi _ • _ — —•-- — 3 •031% e ; e (. i. i e i i - ) t i ,.....! I I r L......i i i........j.. : i i i. i........i i -i i i... !._ ... e • 120 1 _ _—_ - Bp2 . Q ! B ell S j I ! .. .. Y♦_1 O I : ! ! m Y I I 1 ,..`� 1 1 1 t 1.... .i ... ..-•................. .. '=C7.r ' ' ft.: I I I. ! ` N ... t7 r 1 ! • { 1 1 f.! I 1 1 1.. I. 1 1 1 I I ! <'1 r.. G d c7 d w ! ►r. . F d N 8� i i i i i al •p !GI • • S 4!t i A 0+50 1400 2+00 3+00 4400 5100 5440 0 10 20 30 0 1 2 3 4 5 fig{t IIi0SiSiIi PROFILE 1.....1 i1'•.20'HORIZ. VERT 1"-5' RLENPME UNE IS 2 INCHES REVISIONS / I AT FULL SIZE I .29- RED PROFt,,p� CONFORMED TO 119161°zaMC-FWP-05 MILTON COURT FINISHED WATER PIPELINES (IF NOTT.SCALE ACCORDINGLY) REV. DESCRIPTION BY APP. 01N[' 103DEDYNBK6 PROJECT NUMBER i 5z6s3eli BID DOCUMENTS CIVIL 1191015.20 gR Kenned /Jenks Consultants DESIGNED: FIN - —� , Lake Oswego•Tigard x i 200 SW MARKET,'SUITE 500,PORTLAND OREGON 97201 DRAWN: 5EL IF r off DRAWINGS Water Partnership FINISHED WATER PLAN AND PROFILE DRAVAN�cMIRENUIMER SHOVVN S @ CHECKED: TRN , 444r,0j LAO sharing water.connectingcommun{ties FWP 410 (DISCHARGE) MC-FWP-05 S n CHECKED am 4RON E�� 8 j APPROVED:Af4E oanss DAM t2 ' STA 1+00.00 TO 4+98.30 134 OF 141 A I B i C 1 D I E I F 1 G i H I I J K I L I M i N i 0 I P ,___/ ........_I B I C D I E F G _ H L M N 0 P _ 0 '•R+ ibip.__------- _rani- ___-'-=�,_ ='�\ '�► � 11 `� _ y �: / 11 ra— ° f 1 /l 7__ _ / .)O �O ————— CONNECT TO BPS PIPING �� / •;:•••.7.l o I / I� I cowTUNUATwN –,_ y ev – ` ®� — — _ ss —�'�j----- 1 \ 28„2A6 �/ al 11 r. a/ e„,A,,, Imo_ �C ."-..---4,;� �w �' �-}' >i//7Ig'1i/ /\ -,��, 45 BEND � W 24O FWP • 470 3�-- v .._ / '►�•�' ° 4P BED ,' y r.; C1� CPOLY CONDU REMOVE ATE CONSTRUCTION OF FWP...' // / ''''i°''''. SE 24"0 FWP(PZ 410) STA2+96 23 e���_ ` ��%.•���n A A`C6 6 BTir1+40.41 SEE DWG MC-FWP-04 11.25°BEND _`��__ (4.-2.,..' -�I-_` r,•' l 6 • 22.0'11116'MB (15.65*DEFLECTION) _'�_ � ` �w �- . .- • — — (70.00'D (N)24"0 FWP(PZ 470) RELOCATED 12'0 SO `�m6-_ P •� } . SEE DWG C2 SEE DWG MC-FWP-05 SEE DWG MGR-01 , `` . . ,� �.� W�— :�` 7 S+ \,.......,,)■„,....:.....;_ 87A, .72 STA.4+59.76 '1;,: N ! I (45.D0°DEFLECTION) 7 7 45°BEND �,•r;i o fi ,,`r. /�- (45.00°DEFLECTION) - // SJ, '- `\�i , STA 5+07.27 I 7 CONNECTION TO '� ST A4+BEND f� Y/ WITM 24"WATERLINE 45°MJ BEND&THRUST BLOCK 45°BEND �L — ((45.00°DEFLECTION)/ A L J 3'SPOOL OF 24"DI&24"FC -.. 0 10 20 30 / s 1"■p, 6 6 150 :• • 100 c • v r 5 i • ���Y :^°' ? tV�... h` :I ? ti.,.„k 5 �.. i .—• y ” ill : • L • Y• 176 ,• • 0 . --. .. IlL • • • Al) • a • ill 130 i i r ' : - 24'goas�0arx . _ ® _ Mtn • 2raaPeto.o0x I :....... ..........:....,<. ..... - -- - - r' 1�—'� M 3 •z s 120 • • • € 1120 812 118 ;I I ...... ...... a m �� � � 1� p t r : N J J $ pW .:e. 1 .0 fol . (1) Oi Ci' W.�ajJ cif r iiy$qq v car 0+50 1+00 2+00 3+00 4+00 • 5+00 0+70 0 10 20 30 0 1 2 4 5 ,— PROFILE 6 1".20'HORIZ. VERT 1"=5' LINE IS2INCHES REVISIONS MILTON COURT FINISHED WATER PIPELINES FILENAME AT FULL SIZE I REV DESCRIPTION BY - APP •�,, E,RED PROFFSf' CONFORMED TO • 119101520-MC-FWP-06 IF NOT r-SCALE ACcoRdNOCh G I N ee KENNEDYIJEN(9 PROJECT NUMBER ,� 62653 � BID DOCUMENTS CIVIL 1191016.20 Rte Kennedy/Jenks Consultants DESIGNED: ELN i / `/ , Lake Oswego -Tigard SCALE Ia 200 SW MARKET,SUITE 500.PORTLAND OREGON 97201 DRAWN: SEL DRAWINGS FINISHED WATER PLAN AND PROFILE AS SHOWN �ORE(O11� Water Partnership DRAWINOIFKIURENUMBER CHECKED- TRM _ �wOk 011+V, sharing water-connecting communities FWP 470 (DISCHARGE) MC-FWP-06 3& CHECKED: 9roa 9RON to= APPROVED:AME I EMPRAIIGN DAZE 12/31/16 I STA 1+00.00 TO 4+98.30 135 OF 141 A I B I C I D I E I F I G I H I I I J I K I • L 1 M I N I 0 1 P A _I B I C I D l E I F I G I H I I I J I K I_ L I M I_ N I 0 I P SAW CUT -. ii_�,. . .. =ti=1 ,nvll ii i 10 SURFACING AS REQUIRED IN DETAIL 4 �I �g��.1��,I °~• 111 CONNECT TO(E) •r� I-+:l 7E@SL 3'SPOOL-24•DI I�Y�1 24"W WITH 24'FC 5NW. r - g PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP a. 4t�a. ' 24'SPOOL I 8E R 45°BEND 314"-0 CRUSHED ED ROCK W I I ' 6 THRUST BLOCK-34.9 SF < ' ` ' ` a t 9 \C‘ - (E)12 W . _ .- - _ 9 ( I REMOVE CONNECT TO(E) LATERAL PLUGGED CROSS TEE (E)24"W 1 1r IN IMTH 1r FC (E)1r so {I I . I 11 ' . 1 CONCRETE THRUST BLOCK SCHEDULE I 3 saooL-1r q - } :.. I ��' •,, (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 16"x12"FLOzMJ 2/"15°MJ \ 1 _ u� B FITTING 90TdEND, TEE,OR 45' 22 1/2' 11 1/4' BEND I I �� REDUCER % f O w Q SIZE(INCHES) PLUGGED CROSS BEND BEND BEND �� I '°r"�a AlILw 4 01.0 01.3 8 /A.0011 II�IIr�II�II � THRUST BLOCK-28.4 SF a.v., 8 04.0 02.1 01.3 -- 8 ( 6 07.1 03.1 02.0 -- . .' 1 12 16.0 08.8 04.5 023 24"SPOOL I 1 II 18"x12 FLG x MJ 8"MIN BEDDING BELOW 8"MIN •• r uN 16 28.4 15.5 08.0 04.0 I OUTSIDE OF PIPE BELL o I 1 SF ALVEU I I N REDUCER C2 i 24 84.0 34.9 18.1 09.1 24'MJ WYE 1 8F VALVE • 3'SPOOL-12"DI 3: 25�n "6 6 w ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN 24"x18"PExMJ REDUCER �' 16"SPOOL SRS CONNECT TO(E) !^�4• •. m�� ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 12"W VNTH 12"FC 'Piece. -_•� w 9 COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING PLUG(E) TRENCH FOUNDATION 4:4.4-•8• `�' a`a¢ 7 24"W _ (E)12"V,1 STABILIZATION,AS REQUIRED �J���• �.+� a iS SIESSES, USE THE FOLLOWING EQUATION (E)24"W TO i `�`~A•`C� Cj�' f BEARING AREAS- (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS) X(TABLE VALUE) BE ABANDON '44 4A`�AV�XV4 '•• WM& 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 8 NOTES: 2. STRADDLE BLOCKS REQUIRED WHERE UNES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 - 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH ASPHALT RESURFACING DRAWING. 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON FWP 410(DISCHARGE)CONNECTION DETAIL 0 E 2 JOINTS T O BE TACK AND SANDED. °' 6.IF NOTASHOW ON5PLANS,, REQUIRED SQUARE BEARINFG AREAS B E A R I N G FITTI G SHAILLE BE AS INDICATED ABOVE. 0 3 6 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPALT EMULSION. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 6 0 7.BEARING AREAS ANDNSPECI LP BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIOENCE OVER 6 1/4".l'-0" CITY OF TIGARD co BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF WATERLINE TRENCH BACKFILL DETAIL 0 8 THRUST BLOCKS ARE IN SQUARE FEET. NOT TO SCALE S STANDARD THRUST BLOCK el - NOT TO SCALE 4•'HMVE AD REPLACE AC(MILTON COURT) 5 6°HMAC(BONITA ROAD) FULL STREET WIDTH 5 SEE LIMITS ON MC-FWP-08 c 4- 2%SLOPE 2%SLOPE -► %1:. ' :f1ff. 4 1 az1 i z. %i�o41T44.0.1 '.. 1.. : .Ii1o1z_-u 1 1.1 IaIg."Po. I_IIIIII=111111=11 ..a I.'.' . .•.. I • 111=111111_1 (E)BASE ROCK 111111=111111E . .I 1• .. 1 I. ▪ =111111= ,1 - O 1 O O BACKFILL DETAIL TRENCH NOTES: J 1 • • 3 1. BLANKET PATCHES TO BE CONSTRUCTED WITH LEVEL 2,1■2-INCH,DENSE,PG-84-22 HMAC IN DRY PAVEMENT CONDITIONS,WHERE EXISTING PAVEMENT IS AT LEAST 80°F AND RISING. 2. SAW CUT AND TACK ALL PAVEMENT JOINTS. - 3. SAND AND SEAL PAVED JOINTS WITH HOT PAVING GRADE OIL(PG64-22 OR EQUIVALENT). 4 PERMANENT RESTORATION SHALL NOT BE COMPLETED UNTIL AFTER TESTING AND START UP p OF THE PUMP STATION. 1 4 6 CONTRACTOR TO MAINTAIN TEMPORARY GRAVEL SURFACING DURING CONSTRUCTION. 2 g PERMANENT SURFACE RESTORATION DETAIL 4 Ia NOT TO SCALE - ■ LINE IS 2 INCHES I REVISIONS 29 no PROFS 110101620-AIC-FWP-07 AT FULL SIZE I• Fsjjy CONFORMED TO MILTON COUR7 FINISHED WATER PIPELINES RLew4E (IFNDT2'-SCALE A000RPIOLY> REV. DESCRIPTION BY APP. OIN f O KENNEDYIJB/03PROJECTMAYEA '. , k 62653 AT; BID DOCUMENTS CIVIL 1191016.29 1 c° Kennedy/Jenks Consultants DESIGNED: eu+ 411117 , Lake Oswego •Tigard SCALE DRAWINGS PIPELINE CONNECTION, TRENCH BACKFILL - A98HONM 200 SW MARKET,SUITE 500,PORTLAND OREGON 97201 DRAWN: SBL " ,. �•, Water Partnership ner5 h i p ORAW1N0�1(1URR NULBER CHECKED 1R++ q�0y o11+`'� sharing water•connecting communities AND SURFACE RESTORATION DETAILS MC-FWP-07 ar CHECKED eraA gRON ESE ri a APPROVED:AMR I DeKA1I(I oPIE 12/31/13 138 OF 141 A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 1 P - F / K M l N O P � 1_� ice. !Ng% :.ham ,�J_ _ I :.-• iiiiii 10 ,_42mL \ ��9 / 1_ /\ " - y 1 , Z r TAX LOT 1800 ` \ /T w– \- �I L �� – – –=1_ i ! \ SEE \ . , / _ CONS?��} /l �l� – – --___ _ NOTES i �' �\i _ \\ — 1 . �_ --_ C's`' vV. .-.--�/ Al% GENERAL NOTES. /� �_–` / �' -�6 �ti, _ irJ . /� 9 ^ 1. ALL MANHOLE FRAMES/COVERS AND UTILITY BOX 9 V7-119141. I v t�� _ -- T--== -- _ -t` - __�_ - _ (m- ' ,,,f f�2�ifit i �, - COVERS SHALL BE ADJUSTED TO FINISH GRADE. --•- �� _ _ �`�T -- �.�-�_ _ - LL--- --- '„ �`- -'�'�_ 5 •'' ;:;MF:: ASPHALT REPCEMENT // J SEE SHEET EC-20 � � ---^ - -- - - __ (!� _ . _.... "'-....- , ��it-:_. 8 ` } � �J__- i "_^-_ REPLACE DOUBLE YELLOW LANE LINES. 8 \tiSO�GI 1 y_ - - - - _ _ - /'� CONSTRUCTION 3� REPLACE WHITE BIKE LANE LINE. !A ' �� e ! iyr 1 NOTES o Sv4 /- PROPOSED STORM DRAIN _ _ _ ` f � REPLACE WHITE STOP BARS. 4/ ` ` ! PROPOSED WATER LINES SEE _ \ 7 �\ ���� REPLACE WRITE TURN LANE LINE — CONSTRUCTION ®� •� J NOTES©© �T� F '' ` SEE ^�7 [2:>• REPLACE WHITE RAILROAD CROSSING MARKING. CONSTRUCTION O I : . -------- SEE SWEET NOTES 0©© ,. I */ggi°i SEE SHEET CD-8 FOR ADA RAMP IMPROVEMENTS 7• 1 `I ADJUST SSMH TO FINISH GRADE(LOWER APPROX.0.15). 1 STRIPED .•(ilk ] EXISTING CATCH BASIN-r7- Thl— 1 1 © INSTALL BIO-FILTER BAG INLET PROTECTION -- I (TYPE 4)PER DETAIL 920,SHEET EC-30 0 10 20 30 PLAN © INSTALL FILTER FABRIC INLET SACKS(TYPE 5)PER 1-•20' DETAIL 920,EC-30. 6 6 LEGEND: - O INLET PROTECTION(TYPE 4 OR 5) 5 5 4 3 I 4 2 Im — P ' MILTON COURT FINISHED WATER PIPELINES RENAME I LINE IS 21NCHES REVISIONS J 16 NOT AT FULL SIZE ACCORDINGLY) I REV. DESCRIPTION BY APP. \,�,q S\�,, I1NOf�SfjOy CONFORMED TO 119,01eB PRD CT 't X T ,14 62653,r BID DOCUMENTS CIVIL 119101620 AMER 1 ilKennedy/Jenks Consultants DESIGNED EU jr Lake Oswego •Tigard srxE 200 SW MARKET SUITE 500.PORTLAND OREGON 97201 DRAWN: SEL — I� ! DRAWINGS Water Partnership PAVEMENT RESTORATION, SHOWN CHECKED TRY q-4.it%"- sharing Water connecting communities STRIPING PLAN AND MC-FWP-08 CHECKED: SRN RON E� APPROVED:NM EROSION CONTROL PLAN DIPIRA /2OAIE ,2/71/15 137 OF 141 A I B I C I D I E I F I G I H I I I J I K I L I M I N ! 0 1 P A I B _i C I D I E F G H I K M N 0 P•7 - ,./i !it/ 9 '101 1 la 46 A ...,.. ,_ 10 ` _ _ -� �� t•'// / //' 10 0 0 �p �]' /I 29 TAX LOT 1880 \ \ 4 i. k , •! ..,... -15)--- MI r- ___. ____ / . ,i,-.. _ _ ______ J.__ -, - , / t? 4 /.., . a--- _ /` _ ft, ' caw `1-� ,E,4 �' STA ft) \\ / VI / 411// --- � 0_ �a 5;t:%�-,� " w -��w w t-,� CONNECT N848887.88 `� < / - ‘1/4....71,'A. W -// on so B FWP(PZ 320) - - - --``w�� �_ Rte• ` / Et GEERAL OEE SHE -02 FOR CLEAN WATER SERVICES TORM RTAILS.SW M1LtON �, ��.� - - - (N)72. a '`��� w A.,;ti.: !/, , _ - C ©� '�I, ,-_�J Z / 2. ALL MANHOLE FRAMES TO BE SUBURBAN TYPE - _ (N)30'0 FWP(PZ 320) STA 1+0000 - - �� I ." `\� -`'- Zc��- b ■:V :• / L? T SEE DWG MC-FWP-04 gpNH4 -E (v •7 �1' ►tea - �s PER CW5 DETAIL 110.SEE DETAIL 4 ON DWG $ ON(E)12"SD STA 1.80.00 �.. ��CBD� _N �,P''C' \ _� , •� MGR-02. 8 .:' "~ •w�i N845725.82 4' 1` 4r�. �W / -S 24'0 DWG MC -05 E 7823418 35 N 645872 CIQ. - I . - ;� 'i . E 7623422 99 1+77 -.......f,-..______....., '.' _ - (N)24'0 FWP(PZ 470) ii SEE DING 1.4C-FMIP-0! STA 1+77.30 ° it - N 645848.78 _ss SS ©r� `' /.)#,,,,,,,-,,,, I CONSTRUCTION NOTES: E 7823422.92 STA 1+77.29-4.77 FIT STA 2+28.87 CONNECTION TO EXISTING 12-INCH STORM DRAIN • CATCH BASIN SDMH J ,.. o ss pT # PIPE IE 131.001,INSTALL 8.5 LF 12"PVC PIPE AT 7 E 7823422.81 .-..y o N 845599.39 7 IE OUT:132.00 ° 'A / 0.47%TO SDMH-2.ws INSTALL 3 LF 12'PVC ` PIPE TO SDMH-3 // `\' 2�CONNECTION TO EXISTING 12-INCH STORM DRAIN N 845648 78 - 4S 7 \�; 0 E 7823418.16 / PIPE-IE 132.30±,INSTALL 10 LF 12"PVC PIPE AT b G{ a 2.3%TOSDMH-4. - / - I Ali'' / ABANDON IN PLACE,REMOVE AS REQUIRED TO /// FACILITATE INSTALLATION OF WATERMAINS.CAP 0 102 PLAN - AND GROUT WATERTIGHT ALL CUT ENDS OF 1~207 - EXISTING STORM DRAIN PIPE. •$ CONNECT TO EXISTING CATCH BASIN-IE 132.01, 6 INSTALL 5 LF 12"PVC PIPE AT 8.2%TO SDMH-4,• !• f ! 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I I I I I i ! 1 1•••••••••1 ! • 1 ( t 1 l II I t f 1 ! 1 ! 1 1 I 1 E 1 I... 1 I 1 •■ I I I 120 ; - r 1 + i j i i i 4 'r , 120• i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i ••i i i 1 i i i i•. i i• i i i i i i i i . i i i i' i i i i i i j i i 1 i i i i ' '4 ' i 2 i i i i i i i i I i i g i 0+00 1+00 2+00 3400 4100 6000 5+20 0 10 20 30 0 1 2 3 4 5 O PROFILE 1'=20'HORIZ. VERT 1"=5' LINE IS2INCHES REVISIONS r J PR MILTON COURT FINISHED WATER PIPELINES MLEN E I AT FULL SIZE • ,1'Z ,vREc Of. CONFORMED TO 119101620-MGR Ot 11F NOT 1•-SCALE ACCORDMGLYI REV- DESCRIPTION BY APP. >I)d G E N EF O,f- KB1017Y1,�L8 PROJECT NUMBER 52653. BID DOCUMENTS CIVIL 1191016.20 1 ".� Kennedy/Jenks Consultants DESIGNED Et - `%1 Lake Oswego•Tigard SCALE ;ia 200 SW MARKET,SUITE 500,PORTLAND OREGON 97201 DRAWN SE - `- ..- • tl ' DRAWINGS 0 Water Partnership RELOCATION EXISTING DRAWM0S,FIGURE NUMBER #= CHECKED. TAM q F.as 1� sharing water-connecting communities 12-INCH STORM SEWER MC-R-01 CHECKED: NW g?ONEOE PLAN AND PROFILE 5 t APPROVED AME I oPMA110N DATE 12/31/15 I - 138 OF 141 A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 1 P A I B 1 C I D I E I F I G I H I I I J I K I L I M I N I 0 I P LOCATE FRAME AND ai COVER OVER LEDGE OF • AT LEAST 12 IN WIDTH ��le._` NOTES: RUBBER GASKET lb, 1.ALL JOINTS AND RUBBER GASKETS SHALL CLASS "B" CLASS "A" r MIN.BETWEEN FLAT TOP PRE )S ITARY CONFORM TO THE REQUIREMENTS OF NOES(2)SWTARY �Q � KNOCKOUTS ASTER C-433. MOUND EXCESS NATIVE MATERIAL 10 • 1 ; 2.ALL MANHOLE SECTIONS SHALL CONFORM (OPTIONAL) SURFACE RESTORATION DYER,REVISER TO ALLOW L' AS SPECIFIED TO THE REOUIREMENTS OF ASTM C-47e FOR SETTLEMENT AND MANHOLE.DNA G NO.O O.OF STANDARD MANHOLE,UIRED NC NO.010. jei�T= 3.STEPS REQUIRED ON FIAT TOP MANHOLES 6i OA. DEEPER 7HAN SIB•. `•��'"17Y«-:. . Al �,,,,VA' 14..,` $TA1�ARO FRAME AND 25' r` ..IV ,it\� Y ��111 OF MAXIMUM 2Y COVER OR WATERTIGHT r 1 `//`•C:iFi: •-' •• lt•/I'.O l.��.WtN1!v'I ` ' FROM TOP OF PRAISE AND COVER.SEE •'/� •- F TOP SOIL EXISTED • O 0 FIRST F STEP TO SID.ERASING NO. y° � 95S COMPACnON 9Dx IXMPAC1E21 PRIOR TO EXCAVATION. TOP OF CASTING 110-SA/ST OR NO.120 • WITHIN 48.OF _ NOTES: SET FRAME IN SURFACE 9 1 NCH-SHRINK GROUT -2-UNDISTURBED 1. ALL PRE-CAST MANHOLE SECTIONS SHALL . '� 9 CONFORM TO THE REOUIROIENTS OF AST// '�• NARVE EARTH C-47fl �j �ORADE RINGS(2•.4•.OR 8•) UNDISTURBED �907D COMPACTION MAIERUL 2 AU.POURED N PLACE CONCRETE SHALL HAVE yy MAXIMUM I2'SET IN EARTH - A 28 DAY STRENGTH OF 3000 P.S.I.AND SLUMP ®l NON-SKINK GROUT NORM GASKET 48•d • Of Y TO 4•. // \ 3. AU.JOINTS SHALL BE SEALED 14TH PRE FORMED 4 GASKETS SUCH AS KENT-SEAL NO,Z AM-NECK STANDARD RUBBER GASKET FLAT TOP - * OR AN APPROVED EQUAL CONFORMNG TO ECCENTRIC 38' REINFORCEMENT DEPTH • 4'.-.0').'.� vARIES A �POTAZ: SANITARY FEDERAL SPECIFICATION SS-500210. v� CONE OR O•OA \ '•:.� If 2h3/4' ,J 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE STANDARD MANHOLE FLAT TOP ;'•, :-., WATERTIGHT. MANHOLE STEPS REINFORCEMENT »�.• 5 b.. PIPE CONNECTIONS OF 24.OR GREATER SHALL SEE STD DRAMNG �•_.:4 •' REQUIRE A MANHOLE AND CHANNEL DETAIL. NO.100 /AVn/ ami anu/ • T71[�IHiYFASAMOBV AVIIII ///I�%//7/SEAS,01•8. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES MANHOLE SECTION de BAR AROUND OUTSIDE OF OPENNO �/ /� 3/4•-0 CRUSHED .'�t�••• • { Y�77�-�-7i yl SHALL REQUIRE A MANHOLE CONNECTION AND ARIAOLE 1'-4' _ T/2 PIPE TT I 7/ FE 8 8 N ) H/0 DIAGONALS BOTH SIDES OF OPENING VI CHANNEL DETAIL �� ��� D.PLUS 7. PROVIDE A MINIMUM OF B'OF INTACT z Ij� /8 8 O.C.BO1H WAYS PIPE ZONE :•T, (UNDISTURBED)MANHOLE WALL BETWEEN PIPE S • 4y 2S- -•' •..'..• ,• 2Y BREAKOUTS AS MEASURED ON THE INSIDE FACE y a 1 =I 25" OF THE MANH . I�8. BREAKOUT OF WALL FOR PIPE SHALL BE 2 ' NU .- MINIMUM AND 4 MAXIMUM CIFAR OF PIPE WALL. _ O \' % 9" Y- 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP .°,2. ..?°°43 o° o °° °BDc,( °b8 7%�/OF 24•FOR SANITARY CONNECTION AND 48- °:. o a .:8�q'• ,'' �j FOR STORM CONNECTION. / ° °° ° •- 10.WATERTIGMT/TAMPER PROOF MANHOLE FRAME 48MIN. /C'i „,„,.LO:',,,,.,�.„.,.,.,..,AND COVER SHALL BE USED IN ALL EENT 1Y 2 MIN.FROM TOP �'AND OFF STREET ARE . TRENCH STABIUZATTON:(ONE OF PIPE TO HN Off gg 7 REQUIRED)i/FT. SECTION g 1/2 PE OD.PLUS 4•MIN.FOR PPE SMALER THAN 1r IF REQRED TRE�NCJI STABNZATION SLOPE 1/2 PIPE O.D.PWS 6•MIN.FOR PIPE 18"AND LARGER SHALL A SDEOFIEO O SEPERATELY ME I 4AND PLACED PRIOR TO PUC£AIENT F OF BEDDING MATERIAL 24-1 2 `, °` ALL CO TACT ON REQUIREMENTS 00405, 52 �/ O =III1�r• �1Ils ° - SMOOTH FINISH CHANNEL TO �' MINIMUM CONCRETE U NOTES: o {`�� TRENCH BACKFILL DETAIL 0 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 3/4 VERTICAL HEIGHT OF PIPE L.; _ - co - 72•MINIMUM . -J FLAT TOP MANHOLE NOT TO SCALE R I 2. COVER AND FRAME SHALL BE GRAY CAST IRON ABEA A-4e ALL ND• BASE MINIMUM MATER OF�.'-0'COMPACTED .. . . - Q 4. NOTCH LID FRAME TO 1 GBH MACHINED TO A TRUE BEARING ALL AROVND. (.) BASE MATERIAL .• NOT TO SCALE � 6 V B FRAME AND COVER.WING NO.320 FOR U 6 STANDARD MANHOLE 411I • SUBURBAN AND STANDARD NOT TO SCALE ; MANHOLE FRAME &COVER SANITARY 0 a11[ Two •IItIUlP■ NOT TO SCALE 1 RECORD SEVEN NO.3 BARS zr 'gill - N0.• NO.3 A-1 AAA AT6 D.D. A ` A LIAR BARS Ill -- ,111 . al - • ar _J i --• A•■IIIIIII.IIIN■III■III■I.IIIIIIIII.IuIII I TK 6/e•X Y Boos -.- ,fir • A. • .IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , ?Ad O16 4 - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • 2 1/2".1/2. • 17 I >n EDGE MT IM SECTION A-A - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PLAN VIEW RECESSED CURB INLETS ■I■1■III.I.IIIII■1111 • III IIIIIIIII■IIII■4 4 TO BE REINFORCED Y A 2 1 A 3 IN CONCRETE INSTALLED IN wlNlo TO MATa 3/4.TYP AANGLE ACCORDANCE NTH MR Tow . E3 PLAN �CIMI DRAWING NO.310 SEE STD DftA'MNC NO.320 �1 TOP OF 6-S A FOR FRAME AND COYER. ■ ■I-T :PAVEMENT // \\` 4 „/2' Nnsw. 3' PLAN I (1111} . . ' 4 - . -�-��� 3•WEEP / Na61u SOPE ` _�� Ip. ■ r1 ,a, , �= I HOLES -- II ° / - O PA1EmENT sl 1'` I IIU. T3, El a.------- - . B "le'7/r a/111.1 E M1AriI amass ®S ,r 2' Iii____ISEISEIIrI ISEISEISEISEIiI�!LI� �+ O1-r �IIIIIIIIIIIIIII IIIICiil111i11� @ ® °" � h c 1111111111111 IIIIII�i11l11 a WCE IN FOR ADDITIONAL STORM DRAIN 3 6-TOR N°,I•, ��.' a ' �, 11111111111111 1111111111111 IT DETAILS SEE SHEET CD7 GPRON:COOT.ANT. /3 or SRFAE AREA 111111111111 11111111111111 ' . FOR PRECAST --,•..v-,co 954.1,/2. 11111111111 1111111111 •a • 2B 2r sEE Roos 1111111111111 111111111111111 SECTION A-A SECTION B-B BAR°TA 11111111111111 11111111111111 0 1. CATCH BASH SHALL BE CONSTRUCTED N ACCORDANCE WIN AsiM L-474 r ■ICI/I�I�IIII�i i�l.i�l/III%I�i m 2. NSIALL 57m5 WEN DISTANCE FROM TOP OF GRATE TO FLOW LME Of PIPE IS GREATER THAN 4r.SEE STANDARD SPADING NO.100.SET FIRST 515W lr FRCFI TOP OF GRATE q� pg SECTION A-A HOOK BAR Q 9 ]. WSTN1 STRUCTURE ON MINIMUM a B•a Ri'-0•COMPACTED BASE MAlET6AL I 1- 1�� DETAIL R O 4. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTII A-615 GRADE 60 OR MELDED MOUE N N 3/6'X Y MT TYPM.LL 50111 DOI Q MEETING ASTIR A-497. 2 MG WS AND F 3. ALL POURED INPLALE CONCRETE SHALL HAVE A 2B DAY STRENGTH OF 3000 P.S.I.AND A SLUMP OF Y TO 41. �a MRS FAON Do PLAN •/1I'IYFa1 SECTION B-B co 4 .}1.1410.REWIRED II FLOW TINOUW APPUCATIONS.AS APPROVED.ALL OTHIGE APPUCATICNS REGURE AN IC SUMP RELOW LOWEST g (($1 6•REIt But 0 7. ,ILL CURB E%PPI06DIRE,REQUIRED CA BLOT BE LOCATED N BOEWAUI RAMPS OR RAMP 11N0S U U GUTTER AND CURB INLET , GUTTER AND CURB INLET CATCH BASIN CATCH BASIN FRAME GRATE fit _ S CATCH BASIN (CG-2) (CG-2)REINFORCEMENT GRATE FILENAME I, LINE IS 2 INCHES I REVISIONS 5 1 REp PROOF MILTON COURT FINISHED WATER PIPELINES 119,0182044e-R-02 AT FULL ACCORDINGLY) RE:V. DESCRIPTION BY APP. �.Z �E' INP S`f/O CONFORMED TO �Y��,r ,, IN NOrM-sGLLE ADODRDINCLY) �82853f yr BID DOCUMENTS CIVIL 11B101e.20 TF Kennedy/Jenks Consultants DESIGNED ELN / ��, M Lake Oswego •Tigard AS SHOWN 200 SW MARKET,SUITE 600.PORTLAND OREGON 97201 DRAWN: SEL /, ERR( • DRAWINGS ' Water Partnership CLEAN WATER SERVICES STANDARD DRAWVGRO(E RIMER y CHECKED: TRU ��•F.D,,��� sharing water-connecting communities DETAILS -STORM DRAIN MC-R-02 Si. CHECKED: ORM 4RON EpC" It ' APPROVED:AMP - _ _ IEXPIATO DDAE: 12/31/IS IDAE: T2/31/IS I 139 OF 141 A 17 .-.7".. ."1- C D E I F I G 1 H I I----7 J 1 K 1 L 7 M N O I-- P A I B I C I _D I E I F I G I H I I . ..I. J I K I L I It I N I 0 I P • 10 10 • 9 9 11 pop ' M–T-04 AND - I '. M–T-05 8 O 0 •LANDMARK LN e 1 (� / try 1 0 111 \ , Q 7 � . o i , e____i ________„___. \ , . _ , , z cs.1 ...., I i. CD BONITA RD 0 0 �_ ::..\::—5--6 0—__. Q _ 6 VIOLA ' I 5 0 I ST. N 5 I i • \ M_T_02 0 — • AND • M–T-03 4 3 ff 9 r 1. LEGEND — �� SCHEDULE M WATER PIPE ALIGNMENT GENERAL NOTES .1 1. REFER TO OREGON STANDARD DRAWINGS TM200, TM670, TM671, ( ) SEE SHEET M–T–(XX) FOR TRAFFIC CONTROL PLANS 2 M–T XX ( ) TM676, TM681, TM687, TM688, TM800, TM820, TM821, TM840, NTS TM841, TM842, TM844, AND TM850 FOR ADDITIONAL TRAFFIC r 1 TRAFFIC CONTROL SEGMENT a CONTROL DETAILS. L J — LINE IS2BkHES i REVIStONS QED PR4fF CONFORMED TO MILTON COURT FINISHED WATER PIPELINES fi"— r2osww srexs�sao � r r,r s ACCORDINGLY) cR BY ' DATE APP. a°� e TRAFFIC CONTROL ors 11130.000� BID DOCUMENTS Lake Oswego•Tigard SCALE DESIGNED: hm_ 0 D I\S I 4 ` DRAM ,� DRAWINGS Water Partnership FINISHED WATER PIPELINE R„ AWR „y,.,,, ,co,,, CHECKED: rm e9"D4 r,p, •°`�?O sharing water connecting communities DRAWING INDEX M-T-01 CHECKED: MIL ��N K. APPROVED: mac MEl 140 OF 141 A' 1 B I C I D I E 1 F 1 G I H F 1 I J I K I L I M I N 1 0 1 P A I B L C I D 1 E I F I G _I H I I I J I K I L , M N I 0 I P �p W3-4 LEGEND I.\• . .!6.-„z,..' BE 10 UNDER TRAFFIC ° ��'191�'�1, �it` PREPARED 10 • �• ROAD �, r1�1 X11 a \TO STOP ' UNDER CONSTRUCTION WORK o � TURN OFF TRAFFIC SIGNAL ��1�l�'d't;R111�> DURING FLAGGING. COORDINATE AHEAD �, '`'y�``' 1 WITH CITY OF TIGARD AND - T TEMPORARY SIGN ON TEMPORARY SUPPORT \ IlltI I1�`�1i` I W20 1 0 W20-7 WASHINGTON COUNTY SIGNAL • • • 28" TUBULAR MARKERS ON 20' MAX SPACING ° �� 36 r36 TECHNICIANS 36"x36' a 0 0 o TEMPORARY PLASTIC DRUMS ON 20' MAX SPACING w ��. 9 9 FLAGGER 0, ,V' 8'-B(III)lR Z TYPE III BARRICADE L. R, LR o I -Q G20-2 C -�• ,Ln�D t 0'± DIRECTION OF TRAFFIC II I J,•; - I �p 36"x18"• — SEE DETAIL • w 1 END 1 THIS SHEET G20-2 WATER PIPE ALIGNMENT CENTERLINE * II i�I ROAD WORD ��WORK 36`x18" ® PORTABLE CHANGEABLE MESSAGE SIGN �� I •V? 50'• G20-2 l 1 3 2-9'-6 IU m I.i 36 x18" 0 MN IMMO \_ `i I�III 11 �_ m UM ®� Q Ififififill �ec�eel• n` SW BONITA RD ii4tci*. r I° ° • . W — . ,`_ :.I:•�.` `i _ . . . -=-4 4 44 ; .:i ;= �: Willmirailliimall lo.oi Eli MEN arm Y: N 7 300'± 300± 300 300 300 100' TAPER �_ 125' TAPER ^ 125' BUFFER 2-g'-B(III)R 2-8-B(III)R •� — GENERAL NOTES: 5. WORK TO BE DONE DURING NIGHT TIME ONLY. PROVIDE FLAGGER LIGHTING STATIONS. SEE SPECIAL W3-4 ROAD 1. SEE SPECIAL PROVISIONS FOR LANE CLOSURE 36"x36" 6 LEFT RESTRICTIONS. PROVISIONS FOR DETAILS. BE 6 WORK ;'� 6. DO NOT PLACE TAPERS ON RAILROAD TRACKS OR 4149+HEAD 2 NOTED. SHALL BE TYPE "04" UNLESS OTHERWISE THROUGH INTERSECTIONS. P •+• •` 8 CLOSED BE : • PREPARED 7. "BE PREPARED TO-STOP" (W3�4} AND "FLAGGER 0_ 41> C�1 3. FLAGGING CONTROL SHALL BE PROVIDED FOR ANY SYMBOL" (W20 7 SIGNS SHALL ONLY BE PLACED ' • • W20-7 — RESIDENTIAL�COMMERCIAL ACCESS THAT IS / yy2Q-1 ROADWAY TO STOP REMAINED OPEN WITHIN THE WORK ZONE. ON ROADWAY WH N FLAGGERS ARE WORKING. - J°o 36"x36" 36"x36" CW23-13 * ADD "ROAD WORK AHEAD" SIGNS (W20-1) ON SW 1J1 4. SEE SPECIAL PROVISIONS AND OREGON STANDARD 36"x36" W20-7 DRAWING TM844 FOR PEDESTRIAN ACCESS 72ND AVE 300' IN ADVANCE OF SW BONITA RD. 2' ' 5 CW11-1 W3-4 36"x36" REQUIREMENTS DURING CONSTRUCTION. (BOTH NORTH AND SOUTH OF SW BONITA RD). ON I ` ` 5 W1-4L ROADWAY CW11-1 WORK 36"z36° 36%36" 36"x36" /' 36"x36" ti Tr SEE SPECIAL PROVISIONS FOR \ • — RAILROAD REQUIREMENTS \ AD/' 50' TAPER 50' TAGENT 125' TAPER 70' TAPER SHOULDER 175± 175'± 300'± 300'± 300'± SEE S SHEET IIV I /1V m W20-1 �I w 36"x36" x 4 _ m m 1tt1(L�, H\ i 0 I U. <1�1 SW BONITA RDSIMI ° . . ° . . .°:`�` a . . . .���. . . . .' 4 4 4 4 Y M.M. �� Q re 1 441,S CD WIOIN{ ., - E2 r.-�� 4Y r x .I.1 INCIDI z miiWsitlf�z — �,—i� �---.--- - _--_-_-____- WORK ZONE 12 MINEm vs .-.o..••" �� diil --m _ ltpi _ �-" — - - q - E�. _ ►PI. — ,� m Ma � mom 3 NMI __ ` 0=1.7 i�_ TRAVEL LANE r /\ SECTION A-A _ PR PARE iST 125'± TAPER 150'± (NOT TO SCALE)P. FLAGGER PRRED ROAD�\ A AHEAD TO TOP ' - . WORK STOP END \HEAD 2 ROAD WORK GRAPHIC SCALE PORTABLE CHANGEABLE MESSAGE SIGN W3 4 '° " �" (SUGGESTED MESSAGE) W20-7 36"x36" G20-2 W20-1 if (LOCATE AS DIRECTED) 36"x36` 36"x18" 36"x36" finch = 30 ft. UNE IS 2INCHES - REVISIONS AT FILL SIZE 'I REV. DESCRIPTION �� APP. S�QFD PRO{fJ�i CONFORMED TO MILTON COURT FINISHED WATER PIPELINES I px5 PR0 ELT NUMBER V. 720EWWUI* Street,sm.soo I►NDT2-ar.iEA0c0Iar21n ° 14.10; + BID DOCUMENTS TRAFFIC CONTROL 11130-000 1 Pti D KS Q,�110 on • Lake Oswego •Tigard SCALE III �(`r`— DRAW{p�1�S_ SW BONITA RD/SW MILTON CT AS SHOWN 14,4Y„-q_____..-ap,,, CHECKED: rn Wager Partnership. DRAWING/FIGURE YUAIBER +`°e.,a. ��',rC sharing water connecting communities INTERSECTION 1 C"E 1RIL �"K.C�+ (NORTH SIDE CLOSURE) M-T-02 Q / APPROVE: ow 171.1tE4 DEC.31,20151 141 OF 141 A T B I C 1 D I E I F I G I H 1 I I J I K I L I M I N 1 0 ( P A I B I C I D I E I F I G i H I I I J I K I L 1 M I N 1 0 1 P 10 SEE DETAIL l 1 125TAPER J W3- PRER ED ; 0 6"x6 TO STOP 36"x18" ^300'± 1/300'± — r SW BONITA RD o - _ MO - MIME - __ Wnif • •. •, •; . , ' . . , , . . . , . . . • - e « , ' I m•. LI � l � J .i,• .4 . =.r . . i t- .70' SHOULDER ii —=I I• 300'± 300'± 30 X300'± ^280'± TAPER 125' TAPER ,� *« +I Il J� ;.�• ••t o ° 100' TAPER 8 LEGEND , - if 125' BUFFER 8• ROAD ��� LE WT-4L [ UNDER TRAFFIC ROAD Wes} a / WORK TURN LANE 33"x33" G20-2 l CM1 CLOSE. �%j�%�� UNDER CONSTRUCTION 36"x18" +I ! AD ROADWAY ' . llllll/L o W3-4 0 36"x36" W20-1 /CW11-1 CW23-13 \\ -.- TEMPORARY SIGN ON TEMPORARY SUPPORT 7 36"x36" 36"x36" 36"x36" \ ;y.. + .;.CW11-1 7 ROAD • • • 28" TUBULAR MARKERS ON 20' MAX SPACING I 'Q W20 7 BE 36"x36" W20-1 0 0 o TEMPORARY PLASTIC DRUMS ON 20' MAX SPACING = 36'"x36'" W20-1 WORK 36"xis" PREPARED 36°x36,. CD * ■`( ,�< ,' \ AHEAD, � FLAGGER PREPARED ,TO STOP. - , TO STOP, o 11i�� I 1 ` i W3-4 TYPE III BARRICADE L, R, LR V) y , _ \� AD / ROAD lt:11111011111111.i �lf�1•I \36"x36.. 36 x ROADWAY BE $ TEMPORARY- SIGN SUPPORT (TSS) ROAD / , WORK PREPARED'' DIRECTION OF TRAFFIC WORK AHEAD 6 6 �fi!Olil�iil�!! i11 TO STOP ' \AHEAD I- 11111 I1II�!YM ��� WATER PIPE AUGNMENT CENTERLINE W20-1 _ SEE DETAIL _ Z Ii�113i I�� ® PORTABLE CHANGEABLE MESSAGE SIGN ��/ 36"x36" 36"x36"O THIS SHEET -H I- I,'` II II I W20-7 TURN OFF TRAFFIC SIGNAL DURING 25' 12-8'-B(III)R _°o - I'.I'.11 36x36` FLAGGING. COORDINATE WITH CITY I« I OF TIGARD AND WASHINGTON M N. 100' TAPER 125' TAPER 200'± 250't 300'± 300'± 300't 50'± 5 5 ! ' COUNTY SIGNAL TECHNICIANS O \ ., I� 1 ___ __ (1 I SW BOMfT9k RD `� 0 w i�li!!!!!!!!�� `I I1I I -----:'1010— .�a1�1��,� 1111 11111 ism - Fail ■ ►1 t._. ;I I I (n. ,t-►- �. .�...�.,.�� r Y NM Far Y , . ,mein z P.-"Xl . •, ISIVRIManesulaimmont, '. . . _ lm ® 0301 � _ � L_'ii� i _i A �1� — .a= st _ iii _ _ s _ jRO: ORK} A 2 8' B(III)L FOR 1 125± BUFFER o 150±f 0 1 RAILROAD REQUIREMENTS re. tf END G20-2 I' 1\ WORK 3 PI 36"x18" m € D M CC END ROAD WORK I '' GENERAL NOTES: c20-2 c� ? ` 14-:. • ` .' °o W20-7 5. WORK TO BE DONE DURING NIGHT TIME ONLY. 36"x18" 36"x36" 1. SEE SPECIAL PROVISIONS FOR LANE CLOSURE PROVIDE FLAGGER LIGHTING STATIONS. SEE SPECIAL PREPARE N m G20-2 I+ RESTRICTIONS. PROVISIONS FOR DETAILS. _ FLAGGER TO X cp 36"x18" SIMS I'' 12' MIN. 2' WORK ZONE - �� 0 2. ALL SIGNS SHALL BE TYPE "04" UNLESS OTHERWISE 6. DO NOT PLACE TAPERS ON RAILROAD TRACKS OR AHEAD NOTED. THROUGH INTERSECTIONS. STOP I 1- BE CiJ'.'IIy tf ROAD 3. FLAGGING CONTROL SHALL BE PROVIDED FOR ANY 7. BE PREPARED TO STOP" (W3-4) AND "FLAGGER PREPARED .'. .'.I', WORK RESIDENTIAL/COMMERCIAL ACCESS THAT IS SYMBOL" (W20-7 SIGNS SHALL ONLY BE PLACED 2 PORTABLE CHANGEABLE MESSAGE SIGN — TO STOP REMAINED OPEN WITHIN THE WORK ZONE. ON ROADWAY WHEN FLAGGERS ARE WORKING. TRAVEL LANE AHEAD ' GRAPHIC SCALE (SUGGESTED MESSAGE) W3-4 * W20-1 4. SEE SPECIAL PROVISIONS AND OREGON STANDARD * ADD "ROAD WORK AHEAD" SIGNS (W20-1) ON SW 3 °; N (LOCATE AS DIRECTED) SECTION A-A 36"x36" 36'x36" DRAWING TM844-FOR PEDESTRIAN ACCESS 72ND AVE .300' IN ADVANCE OF SW BONITA RD. ` ME y t I (NOT TO SCALE) REQUIREMENTS DURING CONSTRUCTION. (BOTH NORTH AND SOUTH OF SW BONITA RD).ct) I inch = 30 ft LINE IS 2INCHES T I "s Alga PKQ�rf CONFORMED TO MILTON COURT FINISHED WATER PIPELINES AT FULL SIZE REV B, DATE APP S a,N� BF NOrr-aC<1 ACCORDINGLY) M t DRS PROJECT NUMBER R ` NAM + BID DOCUMENTS TRAFFIC CONTROL „130.300 1 SCALE my D ICS >a MA Lake Oswego•Tigard 1503and,Oro0 DAB CAD i ` ..✓. DRAWING& i SW BONITA RD/SW MILTON CT "�S"nENU Water Partnership ,,�,,, ,p,,, CHECKED: ,,,,L B4/h.,�.••��1� shoring •connecting communities INTERSECTION M-T-03 CHECKED: "" tH K.c� (SOUTH SIDE CLOSURE) e LL A I B I ArCrrso�o- D I E I F j G I 1 I I J I K I L I M I N I O r 142 OF 141 • A I B I C I D I E l F I G I H I I I J I K I L I M I N I 0 I P GENERAL NOTES: W20-1 36"ROAD I _ I SW 74TH AVE 10 1. SEE SPECIAL PROVISIONS FOR LANE CLOSURE LEGEND WORK �cm��I���� 10 RESTRICTIONS. jj Mtn, 2. ALL SIGNS SHALL BE TYPE "04" UNLESS OTHERWISE ' 9 * . ' G�eiIlii�ari 36"x35" NOTED. UNDER TRAFFIC oM r1C■��1�1Iw� ABED 3. FLAGGING CONTROL SHALL BE PROVIDED FOR ANY ��%�� ��CG RESIDENTIACOMMERCIAL ACCESS THAT IS J UNDER CONSTRUCTION. III 111/111r1111 REMAINED OPEN WITHIN THE WORK ZONE. W20-7 -H II TO � 9 4. SEE SPECIAL PROVISIONS AND OREGON STANDARD T TEMPORARY SIGN ON TEMPORARY SUPPORT 36"x36" b I I 0 9 DRAWING TM844 FOR PEDESTRIAN ACCESS II II v REQUIREMENTS DURING CONSTRUCTION. • • • 28" TUBULAR MARKERS ON 20-MAX SPACING 5. WORK TO BE DONE DURING NIGHT TIME ONLY. ^ FLAGGER N Fa PROVIDE FLAGGER LIGHTING STATIONS. SEE SPECIAL I 1 Z PROVISIONS FOR DETAILS. [ TYPE III BARRICADE L, R, LR I 0 — 6. DO NOT PLACE TAPERS ON RAILROAD TRACKS OR DIRECTION OF TRAFFIC I I m THROUGH INTERSECTIONS. +1 _ I CO L WATER PIPE ALIGNMENT CENTERLINE o 8 7. "BE PREPARED TO STOP" (W3-4) AND "FLAGGER I i M 1� 8 SYMBOL" (W20-7) SIGNS SHALL ONLY BE PLACED 1 JJ ON ROADWAY WHEN FLAGGERS ARE WORKING. * I ��' i f � c20-2 . ..* . 13 I CI j 0 36"xT8" .----4'------- I -=- I: t ss v _ , � _ __i7i�Si7 n� I , . 7 A i s s —I /il/L1l csN�ti llrw.W t l '- ��j%.iiir4� --- rza.--tea m= II s•' /��iY�I_�_/mar—/% ?O G .VAril is•.%i I+fl1iPti� $ ...- ,.„„.„„,.‘,..:,...- 1440,--744ballr---- 2-8,_BooL ....-- ',......- - 41.0,-;----*---"ke----- .-- roe,- --- _----- .'' mai- 1 11•1 [ END - j, .� f i�/ �� I i i ROAD wOws, i�. I A G20-2 , 4 1 ^X%- — 36"x18" ; �° ,//' �" END I +, �� a 5 ROAD WORK f °o 5 / � t*p •� G20-2 5 -i ,' Y / ON' 36"x18"36"x18" W20 7 -1 36"x36" — 36"x36" .' O �PQ� I 5 0 ROAD ': _ N; :�' PREPARED g� �iB♦ M 4 WORK TO STOP Nom o w2o-1 W3-4 o ROAD 36"x36" W20-1 HEAD NOCI5 m 36"x36" 36'x36" . WORK 3 435' 0 a Z. • 4. • • . . • . / R. cp w O� 10' MIN. ,2' WORK ZONE •\•-• 1 BE f ��� STOP TRAVEL LANE ^ �' 2 W3-4 SECTION A-A GRAPHIC SCALE i1 , 36-x36" (NOT TO SCALE) 'D GRAPHIC " 1 t 1 Inch-, 30 tt I LINE is 2 INCHES I r T SCALE gn I � BY DATE 2..k.,.0 PROf?�/ CONFORMED TO MILTON COUi2T FINISHED V1tATER PIPELIPIES DM PROJECT NUMBER R_ T20 SWw StreaL Subs 500 � 1.ow BID DOCUMENTS TRAFFIC CONTROL 11130-000 1 Lake Oswego•Tigard 130- (so3)24a3soo DRAWNr. 003 CAD DRAWINGS TYPICAL SINGLE LANE CLOSURE D K S s Water Partnership ,,„, , ,.� B4f't a6°7,�v shoring water-connecting communities WITH FLAGGERS (WEST SIDE) M-T-04 Oil K. SW MILTON CT ' APPROVED: stc - 143 OF 141 A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 1 P A I a I c I D I E I F I G I K I I I J I K I L I PA I N I 0 I P GENERAL NOTES: i , ' 10 1. SEE SPECIAL PROVISIONS FOR LANE CLOSURE LEGEND I ,�, I N io•RESTRICTIONS. M t•' . • pi;• 2. ALL SIGNS SHALL BE TYPE "04" UNLESS OTHERWISE N I • II II NOTED. UNDER TRAFFIC 'I I•3. FLAGGING CONTROL SHALL BE PROVIDED FOR ANY •„•`'„• •II RESIDENTIAL/COMMERCIAL ACCESS THAT IS LLLL.LI�LG- UNDER CONSTRUCTION • f '•., REMAINED OPEN WITHIN THE WORK ZONE. I N :•: •,�' :n T TEMPORARY SIGN ON TEMPORARY SUPPORT r • 4. SEE SPECIAL PROVISIONS AND OREGON STANDARD •• ,• II I ' 9 DRAWING TM844 FOR PEDESTRIAN ACCESS W20-7 • ., I O 9 . REQUIREMENTS DURING CONSTRUCTION. • • • 28" TUBULAR MARKERS ON 20' MAX SPACING 36%36" • 4 I •5. WORK TO BE DONE DURING NIGHT TIME ONLY. FLAGGER 1 Q• . t - PROVIDE FLAGGER UGHTING STATIONS. SEE SPECIAL I I, II I Z — PROVISIONS FOR DETAILS. C TYPE III BARRICADE L, R, LR !• •II. I I 0 6. DO NOT PLACE TAPERS ON RAILROAD TRACKS OR DIRECTION OF TRAFFIC •I II {, THROUGH INTERSECTIONS. I •„• '� n WATER PIPE ALIGNMENT CENTERLINE 111 • ♦ I 8 7. "BE PREPARED TO STOP"- (W3-4) AND "FLAGGER r ____ �;•I I I 8 SYMBOL" (W20-7) SIGNS SHALL ONLY BE PLACED I ; ,'I', I ON ROADWAY WHEN FLAGGERS ARE WORKING. I _ • I J g •• •181 ;•1*,:I:: ^'' I - I riw CQ 1_7�' .r_r .1• jI 'x K ss i--- ,'! I� r II Hi:a....iirwrv_...., el = i.--.e ��/';��!=,%; w ail_ • \__ ., � i4 6 % J , ' HAD • ' t. jROADWCftj • // / I ROAD WORK ••• • • •G20-2 % Et 50 - :1: : 36"x18" / /';. /./w j ! G20-2 I • .'« 50� / �// � •.*./ 36"x18" I i i% 5 5 5 W20-7 " , ••••% j 36"x36" •• «+e ••••�• / SPQR II {• i • • •.':�: 50 ':' • 4• ROAD :•..;::';ta: i`.•• • •• • •• . WORK #•400:::AHEAD `.•, ' — W20-1 / • •ay•36"x36" •'�h ta0 Y ifro, CC 03 7 U 3 cc `•••' ' = x •••• �'y WORK ZONE 2' 10' MIN. w ►— y , PREPARED BE 1 X00 TO STOP TRAVEL LANE —` 2 W3-4 SECTION A—A GRAPHIC SCALE i 36"x36' (NOT TO SCALE) ° t ,inch- so ft. '. h LINE IS2INCfES I REVISIONS Ep PI' MILTON COURT FINISHED WATER PIPELINES AT FULL SIZE .('j CONFORMED TO Is IqT 2•-SCALE ACCORDINGLY) REV. DESCRIPTION BY DATE APP. �S•M o M[tq OKS PROJECT MI,BER = noswwesNngroGsvIN�s�.msoo _mew BID DOCUMENTS TRAFFIC CONTROL ,,,30000 1 5g PoMenaorog«,97205 DESKINFD_ Lake Oswego•Tigard SCALE D K S (503)2.3-3500 DRAWN: Da CAD DRAWINGS Water Partnership TYPICAL SINGLE LANE CLOSURE AS SHOWN wrw.CksasaDCietes.com CHECKED: rm sir°4.ra,•'�A.. sharing water•connecting communities WITH FLAGGERS (EAST SIDE) M-T-05 a CliEC1U'eD: wrL 4N K.COVs. 0 APPROVED: Iow.,�. zo,s I SW MILTON CT 144 OF 141 A I B I C 1 0 1 E 1 F I G I H 1 I 1 J 1 K I L I M I N I 0 1 P A I B I c I D I E I F I G I H I I I J I K I L I M I N I O I P EROSION AND SEDIMENT CONTROL PLANS 10 \ \ 10 ( • OWNER STANDARD EROSION AND SEDIMENT �� / �� \ LAKE OSWEGO-TIGARD WATER PARTNERSHIP CONTROL PLAN DRAWING NOTES: \ \ \ CONTACT:JOEL KOMAREK,P.E. 7 ; P.O.BOX 389 1 ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT - LAKE OSWEGO,OR 97034 PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT.(SCHEDULE AB.A) THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE \ ). PHONE'(503)697.6588 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING COMPLIANCE WITH THE 1200-C PERMIT REQUIREMENTS IN CASES OF DISCREPANCIES \ FAX:(503)534-5225 THE CONSTRUCTION PERIOD,UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL.STATE, OR OMISSIONS.THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS.(SCHEDULE A 8 C II.(1 KC)) THIS PLAN. ENGINEERING FIRM: 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC 9 CONDITIONS SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT.(SCHEDULE A.12.C.1,1) KENNEDY/JENKS CONSULTANTS 4 PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM 9 \\ CONTACT,AARON EDER,P E BECOMING A SOURCE OF EROSION(SCHEDULE A e C.II.(1)(D)) 200 SW MARKET STREET SUITE 500 5 IDENTIFY.MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND VEGETATION p �R PORTLAND,OR 97201 INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE PRESERVED BMP MATRIX FOR fc PHONE:(503)295-4811 IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS(E G,WETLANDS).AND OTHER AREAS �, � FAX:(503)295-4801 TO BE PRESERVED,ESPECIALLY IN PERIMETER AREAS.(SCHEDULE A8 C.1.11)&(2)) CONSTRUCTION PHASES - t i \ 8 PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS RE-VEGETATE OPEN AREAS WHEN NARRATIVE DESCRIPTIONS PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED 1 (SCHEDULEA 7.B.III(1)ANO A 7 B.111(3(1 n \ EXISTING SITE CONDITIONS 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE REFER TO DEQ GUIDANCE MANUAL FOR A 1 PAVED ROAD VEGETATION IS DISTURBEDAND MUST REMAIN IN PLACE AND BE MAINTAINED,REPAIRED,AND PROMPTLY IMPLEMENTED COMPREHENSIVE UST OF AVAILABLE BHP'$. FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION,INCLUDING PROTECTION FOR ACTIVE 8 -A 1 DEVELOPED CONDITIONS STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS(SCHEDULE UTILITY STREET WET WEATHER 8 \ PAVED ROAD ESTABLISH AND A.B.C) N B. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE INSTALLATION CONSTRUCTION (OCT.1-MAY 31st) WORK.(SCHEDULE A.8.C.I(8)) R elwwNrx�'"°'°N x NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE stave N.I eaAwEGE*•rxr x 1F'^ UTILITY INSTALLATION(2014) 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS DRaxlDr�rtR x STREET CONSTRUCTION 2014 GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS.(SCHEDULE A.8 C II(2)) AuucAmudTxxls _ ( ) 10 ESTABLISH MATERIAL AND WASTE STORAGE AREAS.AND OTHER NON-STORMWATER CONTROLS (SCHEDULE A.B.0 (7)) _ - \ 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS GRAVELED(OR PAVED) F PLASM x - 1 TOTAL SITE AREA=0 38 ACRES EXITS AND PARKING AREAS,GRAVEL ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT TIRE WASH THESE BMPS TOTAL DISTURBED AREA=0.38 ACRES MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES.(SCHEDULE A 7 D 11.(1)AND A.B C.I(4)) WV x x - z 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE.EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE -EM�JRAAV/FERMANBIT 9EEDnD •SITE SOIL CLASSIFICATION: (SCHEDULE A.7.D.IL(3)) RLIC4 700E i _ L • =E9 I ( 22•HUBERLY SILT LOAM 3 USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS:VEHICLE AND EQUIPMENT � COMMOL 7 30-MCBEE SLILY CLAY LOAM FUELING,MAINTENANCE,AND STORAGE.OTHER CLEANING AND MAINTENANCE ACTIVITIES,AND WASTE HANDLING SEDIMENT FENCE;PERIMETER, x x x 7 • SW BONITA ROAD 37A-QUATAMA LOAM(3-7%SLOPE) ACTIVITIES.THESE POLLUTANTS INCLUDE FUEL HYDRAULIC FLUID.AND OTHER OILS FROM VEHICLES AND MACHINERY. s=_DIMErr=ErcE(IN'ERCR: AS WELL AS DEBRIS.LEFTOVER PAINTS,SOLVENTS.AND GLUES FROM CONSTRUCTION OPERATIONS (SCHEDULE ,s.-el•,n,.t^rGN x __ x_ a _ ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. A.7 E.1.f211 -DEw.rEnlNa / ��� ALL FILL MATERIAL SHALL BE IMPORTED GRANULAR MATERIAL 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES. sEC MEND easlry __■ !!!! J EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES.SPILL KITS IN ALL VEHICLES, CTTMER - SITE MAP RECEIVING WATER BODIES: REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,MATERIAL DELIVERY AND STORAGE CONTROLS, "'IN P'e COMT"L O x x x NOT TO SCALE PUBLIC STORM CONVEYANCE TO FANNO CREEK TRAINING AND SIGNAGE.AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES(SCH A 7 E.III) consR.x:"aa EN-RA.vcE 15. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL Pe+EIC,ON DRAIN ON PERMITTEE'S SITE INSPECTOR: THE APPLICATION ION O L S O H/AN 18 THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURERS 91FFACEBW`'31'ETWG - - - RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS EXERCISE CAUTION WHEN USING rRCeac DAMS Ty 6 - BOB MARSHALL,DAVID EVANS&ASSOCIATES.INC. TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE.(SCHEDULE A.9.9.1111 RLUIKxr eReMSIroN PHONE'.(503)499-0232 EMAIL:Dxrn�dealnc cOm 17 IF A STORMWATER TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION,FILTRATION.ETC I ION s CNAGE ( x 6 FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED,SUBMIT AN OPERATION AND MAINTENANCE PLAN O PROFESSIONAL CERTIFICATIONS: .k)),,•-,MGM x x x h K 3 (INCLUDING SYSTEM SCHEMATIC.LOCATION OF SYSTEM,LOCATION OF INLET.LOCATION OF DISCHARGE,DISCHARGE Aiii�. Li r mw rn 0001 INSPECTOR'S CERTIFICATION-CEC1444424 DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN AND FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM. s�E-A SPOL- A S S ,4 N p CPESC CERTIFIED PROFESSIONAL EROSION AND SEDIMENT CONTROL#7141 OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM.OPERATE AND MAINTAIN THE TREATMENT CONCRETE �AREA �� LL re EROSION CONTROL TRAINING: SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS (SCHEDULE A.9.0)• 1 0 CPESC TRAINING,2012 18. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS,IF NEEDED.THE • MELROSE REVEGETATION OF DISTURBED SITES.2010 REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR Ile ,� BIOENGINEERING TECHNIQUES FOR STREAMBANK AND LAKESHORE EROSION (SCHEDULE A 7.B) 19. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BMPS MUST BE CONTROL.1995.INTERNATIONAL EROSION CONTROL ASSOCIATION, # SKNIFES SNP THAT WE BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE PRACTICAL APPROACHES FOR EFFECTIVE EROSION SEDIMENT CONTROL,1996 WATERS(SCHEDULE A 7 E II(2)) INTERNATIONAL EROSION CONTROL ASSOCIATION,DESIGN PROCEDURES FOR 20 CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET 5 5 `'\ g 8 �• CHANNEL PROTECTION AND STREAMBANKS STABILIZATION,1996 WEATHER.(SCHEDULE A.7.A.0 1 21 SEDIMENT FENCE'.REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT McDONALD ST ��<<� EROSION AND SEDIMENT CONTROL EXPERIENCE(YEARS AND MONTHS)FOR AND BEFORE FENCE REMOVAL (SCHEDULE A 9 C I) \,y,. KRUSE EACH OF THE FOLLOWING: 22. OTHER SEDIMENT BARRIERS(SUCH AS BIOBAGS)'.REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE �. DESIGN-16 YEARS GROUND HEIGHT.AND BEFORE BMP REMOVAL(SCHEDULE AB.C.II) INSPECTION-1 YEAR,8 MONTHS 23 CATCH BASINS CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT SEDIMENT BASINS AND �10'A /1' BONITA _D �\ SEDIMENT TRAPS.REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT RATIONALE STATEMENT - PRO.IECT Ji .. AND A T COMPLETION OF PRECT (SCHEDULE A.9.C10&IV) INSPECTION FREQUENCY: 24 WITHIN 24 HOURS.SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE REMEDIATED A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS C�+'� INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE BASED ON DEOB GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION S1 TE O c O SITE CONDITION MINIMUM FREQUENCY DISCHARGE WITHIN THE SAME 24 HOURS ANV IN-STREAM CLEAN UP OF SEDIMENT SMALL BE PERFORMED ACCORDING AND SEDIMENT CONTROL PLAN.SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME (SCHEDULE A9.8.1) BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION DAILY WHEN STORMWATER RUNOFF.INCLUDING RUNOFF 25. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.VACUUMING FROM SNOWMELT IS OCCURRING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS(SCHEDULE A.B.B.II) PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE 4 1 ACTIVE PERIOD 28. THE ENTIRE S1TE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER,TEMPORARY CONDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY AT LEAST ONCE EVERY TWO R1 WEEKS REGARDLESS of TO THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND SEEDING.OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE.(SCHEDULE F WHETHER STORMWATER RUNOFF IS OCCURRING. THERE IS A NEED TO REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBMITTED T PRO I) O 4.5 27 PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 P�(. 3 PRIOR TO THE SIZE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER.LOOSE STRAW,OR AN ADEQUATE COVERING OF INITIAL DURHAM RD LTf IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER ANY NECESSARY COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE (SCHEDULE A.7 F.II) MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING N _ THE SITE. 28 PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. • 3 INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY TWO(2I WEEKS HOWEVER.DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, •io.p- - p,. 1111 CONSECUTIVE CALENDAR DAYS UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS.PnOPERLV DISPOSE OF CONSTRUCTION MATERIALS AND •• V- WASTE.INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS (SCHEDULE A.7.B.111(2)AND A.B.CIII) SHEET INDEX K 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL.INSPECTIONS MUST OCCUR DAILY AT A 3 INACCESSIBLE WE TO INCLEMENT WEATHER RELEVANT AND ACCESSIBLE DISCHARGE POINT OR i ' _\ j ,./� ®_- DOWNSTREAM LOCATION `\ RD. EROSION AND SEDIMENT CONTROL PLANS HOLD A• THHE EC INSPECTOR TO DISCUSS USS MEETING PROJECT CONSTRUCTION PERSONNEL MEASURES AND COVER Mix TINCLUDES LOCAL AGENCY-SPECIFIC EROSION MC-FWP-EC2 EROSION AND SEDIMENT CONTROL PLANS - VICINITY MAP CONSTRUCTION LIMITS.(Schedule AB I.(3(( CONTROL NOTES: PROJECT LOCATION: NOT TO SCALE • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 1 IF VEGETATIVE SEED MIXES ARE SPECIFIED.SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1 THE TYPE (4322 SW MILTON COURT • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEO'S 1200-C PERMIT REQUIREMENTS AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS 4 TIGARD,OREGON 87224 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY LATITUDE=45'24'58".LONGITUDE_-122°45'12" • RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP 1.(FILTER BAG). 2 TO DEQ,AGENT.OR THE LOCAL MUNICIPALITY DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS.RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT 3 ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD.OCTOBER 01-MAY 31. ATTENTION EXCAVATORS: i OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION ANOTHER LOCATION(Schedule B 2 s) e CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY #2 OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987.IF YOU HAVE ANY 4 QUESTIONS ABOUT THE RULES.YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER z. AT LEAST TWO BUSINESS DAYS.BEFORE COMMENCING AN EXCAVATION CALL 503.248-6899. F LINE IS 2INCHES .1 REVISIONS MILTON COURT FINISHED WATER PIPELINES FILENAME AT FULL SIZE REV DESCRIPTION BY APP THIS DRAWING WAS ORIGINALLY 1,s,o,szo-MC-FWP-EC-o, of NOT Z.•SCALE ACCORDINGLY, KENNEDYrJENKS PROJECT NUMBER .I .R' SEALED BY AARON EDER,A CIVIL 119101620 R= Kennedy/Jenks Consultants DESIGNED: ELI • - REGISTERED PROFESSIONAL Lake Oswego •Tigard SCALE q 200 SW MARKET,SUITE SOD,PORTLAND OREGON 97201 DRAWN: NEL ENGINEER IN THE STATE OF DRAWINGS Water Partnership EROSION AND SEDIMENT CONTROL PLANS ORAWR0FKJR NUE ER-me CHECKED: TRM OREGON.No.62653 haringwoierconnectingcommualies COVER SHEET AND GENERAL NOTES MC-FWP-EC1 a CHECKED: BRM o� CONFORMED TO BID DOCUMENTS A,� APPROVED:AMF 1Q ADDENDUM NO.1-34 SEL 3/4/2014 ANTE 145 OF 141 A i B I C I D I E I F I G I H I I I J I K I L I M I N I 0 1 P i, d C D E F G H I J K L M N 0 P Iti ,- ' 1-,N, 411. tr Pli 7 _ yy t r c :. j., is n � t r ? r` g 10•- ,s' E ., j/ ^i s v 2 Bar :t ..: +. .3 r t e � L I — • TEST PIT P6 rte. -. �+� \1:r�:$ � ��ti. 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