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HomeMy WebLinkAboutDurston Road Sewer Extension w30 m0 w?�QQ ¢�¢ Nz Nz JO Q o O O a� CONSTRUCTION DRAWINGS .,,,�,., 2,_ -Q W FOR �� Z P � D U R SJ - L - 'r ' E X T E N S 10 N CITY OF BOZEMAN, MONTANA 0 AUGUST 1999 0 0 U O Z w VIOw m >Z UK Z DURSTON ROAD A� - -------------------------- -- ze 7 $ - -- � - — - - - - - - - - - - - - - - - - - PROJECT I w AREA Q I I I Q , i W i0 ' I z o a N d I0 I I Iw � N m o, ® —D a VICINITY MAP I I z NO SCALE O Z 0 z L�LMORRISON X MAIERLEJNC. W QUALITY ASSURANCE w w 3 = w to n O_' Project Manager m w Q > O O TITLF Oe v Discipline Head or Office Manager Z O COVER SHEET 7 MISCEI LANEOUS IFGEND AND NOTES Peer Reviewer Df TANDARD ABBREVIATIONS & NOTES WFP IMPROVEMENTS GRAPHIC SCALE Project Principal z OA No. Office Manager Q Approval :m w IV 99-111 Date: 8/23/99 O ( IN FEET I m 1 inch = too fL. (PRIOR TO REDUCTION) Project No.: 2128-011ZO40ZO310 , ,I SHEET NUMBER 1 DRAWING NUMBER G- 1 RECORD DRAWING m �o �0z yUa ABBREVIATIONS GENERAL NOTES aoW 188 U U K a OO U NQNo 1< C� AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PNL PANEL 1. All construction work on this project shall be completed in "�a33Nj�i� ABDN ABANDON FC FLEXIBLE COUPLING PRCST PRECAST accordance with Montana Public Works Standard ABV ABOVE FCA FLANGE COUPLING ADAPTER PREFAB PREFABRICATED Specifications, Fourth Edition, January, 1996 with AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PRELIM PRELIMINARY June, 1998 Addendum No. 1 and May, 1997 C.O.B. ADDL ADDITIONAL FEN FOUNDATION PREP PREPARE, PREPARATION Modifications to MPW with February, 1998 Addendum No. 1 t t D t C and these Contract Documents. ADJ ADJACENT, ADJUST F. EXT FIRE EXTINGUISHER PROP PROPERTY a ADPTR ADAPTER FF FINISHED FLOOR PRV PRESSURE REDUCING VALVE 2. The Contractor shall restore all roadway surfaces to equal, AFF ABOVE FINISHED FLOOR FG FINISH GRADE PS PRESSURE SWITCH, PIPE SUPPORT or better condition than existed prior to excavation and __AHR ANCHOR FL FLOOR, FLOW PT POINT, POINT OF TANGENCY determined by Owner and the Engineer. ALUM ALUMINUM FLEX FLEXIBLE PVC POLYVINYL CHLORIDE ALT ALTERNATE EEG FLANGE PVMT PAVEMENT 3. The location, depth and size of existing utilities shown on ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FEE FLOW LINE RAD RADIUS these plans is approximate. The Contractor shall verify the APPROX APPROXIMATE FIN. FINISH RC REINFORCED CONCRETE existence, location, depth and size of the utilities prior APVD APPROVED FLR FLOOR RCP REINFORCED—CONCRETE PIPE to construction. The Contractor shall be solely responsible ARCH ARCrITECTURE, ARCHITECTURAL FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN for any damage to the existing facilities due to failure to ASPH ASPHALT FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER locate or properly provide proper protection when location is AVG AVERAGE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR known. o ® AT FT FOOT, FEET REF REFERENCE o 4. A list of representatives to contact for information BD BOARD FTG FOOTING, FITTING RUNE REINFORCE regarding facilities is as follows: BETW BETWEEN F TO F FACE TO FACE RELOC RELOCATE, RELOCATION N BE BOTTOM FACE GA GAGE, GAUGE REDO REQUIRED Montana One Call System Dispatcher 1-800-424-5555 0 BLDG BUILDING GAL GALLON RST REINFORCING STEEL Montana Power Co. Chuck Busto 582-4612 BLK BLOCK GALV GALVANIZED R/W RIGHT—OF—WAY TCI Cablevision Scott Riis 586-2089 BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY US West Phil Westfoll 585-2350 0 BM BEAM, BENCHMARK GND GROUND SCHED SCHEDULE (including Fiber Optics) BOT BOTTOM GRTG GRATING SDWK SIDEWALK BRG BEARING GSKT GASKET SECT SECTION 5. All asphalt, concrete curbs and sidewalks shall be saw cut BRKT BRACKET GSP GALVANIZED STEEL PIPE SHT SHEET or neat cut by method approved by the Engineer. W o CHAN CHANNEL GVL GRAVEL SIM SIMILAR u 6. Maintain 11' horizontal and 18" vertical separation between a W CHK CHECK GWB GYPSUM WALLBOARD SLP SLOPE m water mains and all sanitary sewer mains. r Cl CAST IRON HAS HEADED ANCHOR STUD SP SPACE, SPACED CIMJ CAST—IRON PIPE MECHANICAL JOINT HB HOSE BIB SPEC SPECIFICATION 7. All valves shall be installed with thrust blocking, and of CIP CAST—IRON PIPE FLANGED JOINT HD HUB DRAIN SPG SPACING valve boxes in accordance with C.O.B. modifications and CIPC CAST—IN—PLACE CONCRETE HOW HARDWARE SPIRT SUPPORT C.O.B. detail 2718-1. CIRC CIRCULAR HDR HEADER SQ SQUARE It CJ CONSTRUCTION JOINT, CONTROL JOINT HK HOOK SO FT, SF SQUARE FOOT 8. All fittings including bends greater than 11-1/4 degrees, O E 84 CL CENTER LINE HM HOLLOW METAL SQ IN SQUARE INCH tees and plugs sholl be thrust blocked in conformance with w 8 C.O.B. modifications and MPW detail 2713-1. ✓�I—� CLDI CEMENT LINED DUCTILE IRON HORIZ HORIZONTAL SST STAINLESS STEEL �I CLC CEILING HP HORSEPOWER SS SANITARY SEWER 9. Datum used is the City of Bozeman datum, as noted on Control Plan. w � CLR CLEAR, CLEARANCE HR HOSE RACK, HOUR STA STATION �y o CMP CORRUGATED METAL PIPE HT HEIGHT, HEAT TRACE STD STANDARD 10. Contractor shall implement an erosion control plan in accordance with the 0 CMU CONCRETE MASONRY UNITS HV HOSE VALVE STIF STIFFENER "Montano Sediment and Erosion Control Manual". This document can be CO CLEANOUT HVAC HEATING, VENTILATING. AND AIR CONDITIONING STL STEEL reviewed at the office of Morrison Maierle, Inc., 901 Technology Blvd., COL COLUMN HWY HIGHWAY STRUCT STRUCTURE Bozeman, Montana, during business hours. The contractor shall submit an COMB COMBINATION ID INSIDE DIAMETER SYM SYMMETRICAL erosion control plan to the engineer for review prior to the start of the work. CONIC CONCRETE OR CONCENTRIC IE INVERT ELEVATION T&B TOP AND BOTTOM CONN CONNECT, CONNECTION IF INSIDE FACE TF TOP FACE CONSTR CONSTRUCTION IN. INCH TEMP TEMPORARY, TEMPERATURE CONT CONTINUE, CONTINUED, CONTINUOUS INFL INFLUENT THK THICK CONTR CONTRACTOR INSTL INSTALL, INSTALLATION THIRD THROUGH COORD COORDINATE INSTR INSTRUMENT T.O. TOP OF CORR CORRUGATED INSUL INSULATE TOC TOP OF CONCRETE, TOP OF CURB CP CONTROL PANEL INT INTERIOR TST TOP OF STEEL CPLG COUPLING INV INVERT TW TOP OF WALL m C TO C CENTER TO CENTER JB JUNCTION BOX TYP TYPICAL S CTR CENTER JST JOIST UBC UNIFORM BUILDING CODE i o cr uj o o CTSK COUNTERSINK JT JOINT UG UNDERGROUND CU CUBIC L ANGLE OLT ULTIMATE CU FT, CIF CUBIC FEET LEIS POUNDS V VALVE, VOLT Q CU IN CUBIC INCH LF LINEAR FEET VERT VERTICAL Z CULV CULVERT LNTL LINTEL VOL VOLUME - < GD YD. GY CUBIC YARD LONG LONGITUDINAL V VERIFY SURVEY CONTROL INFORMATION 21 o D DRAIN LP LOCAL PANEL VTRTR VENT THROUGH ROOF d PENNY(NAIL SIZE) LR LONG RADIUS W WIDTH :2 DBA DEFORMED BAR ANCHOR EVE LEVEL WD WOOD POINT NORTHING FASTING ELEVATION DESCRIPTIO N N DBL DOUBLE LVR LOUVER W/ NTH L.J DET DETAIL MATL MATERIAL W/O 'WITHOUT TBM-4 -- -- 4762.75 60d NAIL SET IN NORTH SIDE OF OVERHEAD POWER POLE ZO I— DI DUCTILE IRON, DRAIN INLET MAX MAXIMUM WE WATERLINE APPROX. 1270' EAST OF THE INTERSECTION OF O V1 Z CIA DIAMETER MB MACHINE BOLT WM WIRE MESH, WATER MAIN COTTONWOOD ROAD & DURSTON ROAD Z DIAG DIAGONAL MCC MOTOR CONTROL CENTER WS WATERSTOP, WATER SURFACE w C:) 54 60d NAIL SET IN SOUTHERN MOST GATE POST APPROX-- -- . Z DIM DIMENSION MCP MOTOR CONTROL PANEL WSTL WELDED STEEL, WROUGHT STEEL TBM-5 4788. X DIMJ DUCTILE—IRON MECHANICAL JOINT MECH MECHANICAL WT WEIGHT 2700' SOUTH OF THE INTERSECTION OF COTTONWOOD ROAU & w DURSTON ROAD, AND APPROX. 240' EAST OF COTTONWOOD ROAD (n DIR DIRECTION MEET MANUFACTURED WTR WATER � Z ON DOWN MFR MANUFACTURE, MANUFACTURER WV WATER VALVE CP-6 2385.70 1565.42 4760.65 RR SPIKE LOCATED APPROX. 1220' EAST OF THE L..I O DR DOOR MH MANHOLE WWF WELDED WIRE FABRIC INTERSECTION OF COTTONWOOD ROAD & DURSTON ROAD w Q DWG DRAWING MIN MINIMUM WWM WELDED WIRE MESH (n EA EACH MISC MISCELLANEOUS XFMR TRANSFORMER CP-16 1638.183 538.915 4?63.44 RR SPIKE LOCATED APPROX. 760' SOUTH OF THE (>j EF EACH FACE, EXHAUST FAN MJ MECHANICAL JOINT YD YARD INTERSECTION OF COTTONWOOD ROAD & DURSTON ROAD, AND Q EL, ELEV ELEVATION NIC NOTIN CONTRACT APPROX. 200' EAST OF COTTONWOOD ROAD O m ELB ELBOW NO NUMBER Q ELEC ELECTRIC, ELECTRICAL NOM NOMINAL NOTE: Z ENCL ENCLOSE NTS NOT TO SCALE 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR - O � ENGR ENGINEER OC ON CENTER USE ON DRAWINGS AND TEXT", PUBLISHED BY THE (/7 Q EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) (if O EQL EQUAL, EQUALLY OF OUTSIDE FACE OR CONTACT THE ENGINEER. C) Q EQL SP EQUALLY SPACED OPNG OPENING ~ EQUIP EQUIPMENT P&ID PROCESS AND INSTRUMENTATION DIAGRAM 2. THIS IS A STANDARD ABBREVIATION LIST, THEREFORE, NOT 1n EOUIV EQUIVALENT PC POINT OF CURVE ALL ABBREVIATIONS ARE USED ON THE PLANS. Z EW EACH WAY PCP PLANT CONTROL PANEL Q EXC EXCAVATE PE PLAIN END 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS W EXH EXHAUST PEN PENETRATION (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE N EXP EXPANSION PERP PERPENDICULAR SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. CO EXP JT EXPANSION JOINT PH PIPE HANGER EXST EXISTING PI PRESSURE INDICATOR, POINT OF INTERSECTION PROJECT Na. EXT EXTENSION, EXTERIOR PJF PREMOLDED JOINT FILLER 28.011/040/0310 F FLANGE PL PLATE, PROPERTY LINE SHEET NUMBER FAB FABRICATE PLYWO PLYWOOD PMP PLANT MONITORING PANEL 3 ixaWINC ^.�M+�� G-3 RECORD DRAWING moo TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLSm= GENERALPDOUBLE LINE SINGLE LINE kn Jo� N EXISTING PIPE(SCREENED) GATE y rc - - BOUNDARY AND/OR PROPERTY LINE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION o�� Zo POINTS.MINIMUM COVER SHALL BE 6'-0"UNLESS OTHERWISE NEW PIPE — KNIFE GATE a x—x FENCE LINE SHOWN. -�M= BUTTERFLY oU gF WKU EXISTING PIPE TO BE ABANDONED 0 EASEMENT LINE 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND Cy,`,{<<3r.' *^ _^ EXISTING PIPE TO BE REMOVED GLOBE TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE t97 BALL INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE WELDED JOINT �213A� - SECTION LINE OR DLC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. VEE-BALL T i GROOVED END JOINT - FLEXIBLE CENTERLINE (?) 3. LOCATION AND NUMBER PIPE HANGERS AND PIPE SUPPORTS SEAT PORT PLUMBING FIXTURE INDENTIFICATION CMU SECTION SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTSE4773- GROOVED END JOINT- RIGID �:I� ECCENTRIC PLUG W/REWIRED SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE SEAT LOCATION -- - BT -- --- BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL M FLANGED JOINT Y.A PLUG OR COCK DF DRINKING FOUNTAIN o BE AS SPECIFIED. FP K FULL PORT PLUG EEw EMERGENCY EYE WASH _ -- — ROAD (EDGE OF EXISTING PAVEMENT) MECHANICAL JOINT KSK KITCHEN SINK ., 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED �b�- NEEDLE LAY LAVATORY ` WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. Ch DIAPHRAGM SH -� EXISTING CULVERT E HUB k SPIGOT JOINT SHOVER 6.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL (RUBBER GASKET PUSH-ON) ---M*-- PINCH SN SINK BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS '�— BALL JOINT SSH SAFETY SHOWER - - -- 0 HORIZONTAL/VERTICAL CONTROL POINT �'J SWING CHECK OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR SSK SERVICE SINK y� 10- DOUBLE DISK CHECK TEST PRESSURES SPECIFIED. FLANGE COUPLING ADAPTER III WATER CLOSET EXAMPLE, A, CONTROL POINT �Q� BALL CHECK WH WATER HEATER 6.SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN �j FLEXIBLE COUPLING HOSE VALVE III WASH STATION y T COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER `--1 UR URINAL FIXTURE LEGEND - + APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT FLEXIBLE COUPLING WITH �( NON FREEZE HOSE VALVE VC VANITY CABINET N0.N SPECIFICATIONS i �-�-+- X=NO. IN SPECS o BORING LOCATION AND NUMBER. SEE NECESSARILY USED IN THE PROJECT. THRUST LIES �B-1 SPECS FOR BORING LOGS. —� I NON FREEZE HOSE VALVE PATH HOSE RACK 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. __ STEEL BELLOWS X= NO. IN SPECS 32+00 ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT EXPANSION JOINT VALVE ACTUATOR SYMBOLS SURVEY HUB AND TACK WITH STATION So-- SAMPLE ' '.I:• ,• NEEDED.GROOVED END OR SCREWED PIPING,SHALL BE ELASTOMER BELLOWS PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION '0 EXPANSION JOINT ® MUD 0 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND PNEUMATIC w/POSITIONER FOUND C.O.E. BRASS CAP STAMPED W/N0, NOTES ON DRAWINGS. - _ pH— ELBOW UP PRESSURE RELIEF I _ 19 BM-2 BENCHMARK LOCATION AND NUMBER OR g WHERE A GROOVED END COUPLING IS SHOWM,IT SHALL BE THE CCti Q AIR AND/OR VACUUM RELEASE z EASEMENT CORNER REBAR RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE Ai ELBOW DOWN P�PNEUMATIC w/SOLENOID Q POINT OF INTERSECTION, SET 5�8"x 18" FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE ,--�, --, m' REGULATED SIDE T REBAR W/L.S. CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. T f17W a �� TEE UP --off- PRESSURE CONTROL N a a + AP-3 PIEZOMETER LOCATION AND NUMBER `--�-�' [ ELECTRIC _6o m 9.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. `--Fvi--" MULTI-PORT VALVE 43-I TEE DOWN '7 (BALL VALVE SHOWN,FOR OTHER VALVE a cWi X 1000 EXISTING GRADE 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY TYPES, APPROPRIATE VALVE SYMBOL SHOWN.) �ELECTRIC w/POS TONFR E �^ K APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE _411`4 __ �..�_ LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT PORTS _e 01000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ARE IMPLIED BY INDICATED FLOW PATTERN. �� LATERAL DOWN � SOLENOID H HYDRAU;¢ 42.6 ELEVATION ORIGINAL GROUND 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR 4 ` 5 THE COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS _ _ _ _ p CONCENTRIC REDUCER & F T EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND MANUA; To THE WORK OF OTHER CONTRACTORS,AS NOTED. MISCELLANEOUS PIPING SYMBOLS Id ECCENTRIC REDUCER - 12" EXISTING TREE W APPROX. TRUNK DIAMETER / STRAINER 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE �~ 4 SOLENOID +"'4 THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, �I� UNION �� SIGHT GLASS w 1q u © BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR FLEXIBLE(ELASTOMER)PIPE CONNECTION STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE,MATERIALS. �1 BLIND FLANGE NEW TREE AS SPECIFIED �� AND INVERT ELEVATIONS. � --0 PLUG Q GAUGE WITH COCK WOOD, ROUGH NON a av SIGN, ONE POST OR TWO POST - l CAP THERMOMETER ® EXISTING MANHOLE PIPING DESIGNATION ANCHOR ROTAMETER ^ ^ PIPE AND FITTING END PATTERNS WOOD, FINISHED ® NEW MANHOLE EXAMPLE � ELBOW 90 DEGREE � GALVANIC ANODE B BELL •II, EXISTING UTILITY OR TELEPHONE POLE 16"RW XX AIR SET S SPIGOT 16" RW - CROSS XX=SUPPLY PRESSURE- PSIG F FLANGE GROUND SURFACE `L NEW UTILITY OR TELEPHONE POLE PIPE, USE FLOW STREAM IDENTIFICATION LEGEND,ON TEE 6 1 2 (SEE I INSTRUMENT SYMBOL rn DWG. G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. SEE &C LEGEND PE PLAIN END DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER GE GROOVED END ACOUSTICAL TILE CREEK/RIVER W/DIRECTION OF FLOW BBflw 45 DEGREE WATER BLOW OFF VALVE MJ MECHANICAL JOIN I ✓n i w VALVE DESIGNATIONS FIRE HYDRANT PO PUSH-ON o g g a EXISTING CONTOUR LATERAL �� CATHODIC PROTECTION TEST STATION F ARCHITECTURAL LEGEND CONTROL VALVES: CATHODIC PROTECTION ANODE MJ PL xv -� NEW CONTOUR XCV DESIGNATION ALL VALVES AS —�- FILTER EXAMPLE Z �� SHOWN ON P81Ds, Q INDICAILS PAIR OF DOORS j EXISTING STRUCTURE TO BE REMOVED -FLOW DIRECTION X=PROCESS VARIABLE NOT 1. END CONNECTIONS ARE SHOWN HERE FOR DOUBLE GATE SYMBOLS z VALVE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN O SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING EL,VIEW PLAN VIEW DOOR NUMBER EXISTING STRUCTURE • SPECIFICATIONS. MANUAL VALVES MISCELLANEOUS MECHANICAL/ cn 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC Z ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END l� SLUICE O WINDOW TYPE EXISTING A.C. PAVEMENT • CONNECTIONS FOR SINGLE UNE PIPE AND FITTINGS. PLUMBING SYMBOLS N O DWG. NO. WINDOW ITD Z Z ELEV. OCCURS ON 8"-V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR III r___I BUTTERFLY PS w NEW A.C. PAVEMENT + SIZE OF VALVE SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND ROOM NUMBER EQUIPMENT IS SHOWN HEAVY LINED. PRESSURE SWITCH w ZQ VALVE DESIGNATION FLAP 1� HOSE RACK TYPE AS INDICATED GRAVEL SURFACE • VALVE T7PE, SEE 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL ( ) [C p NOTE INDICATOR SPECIFICATIONS DRAWINGS. L.J Z A�--�,-,7 SAFETY SHOWER AND EYEWASH w l m SHEAR ffi '�' SSH-X w 000NCRETE WALK • X = NO. IN SPECIFICATIONS fN w J ACCESS HATCH p L FABRICATED SLIDE X = F - FLOOR CLEANOU I Q v) INDICATE HINGE SIDE' SIDE WHERE LINES LIMITS OF TOPSOIL AND SEEDING ' GENERAL NOTES: X•CO D - DECK CLEANOUT O � MEET (RIGHT SIDE ON SYMBOL) 1, STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON 0 W - WALL CLEANOUT 0 3:1 EXISTING EMBANKMENT. STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS Z Z V - VENT CLEANOUT OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS O Q SLOPE AS NOTED ' MAY NOT BE SHOWN ON THE PLANS. HD-XY HUB DRAIN H- FIRE EXTINGUISHER 'IL "X" = NUMBER IN SPECS GENERAL DESIGN DESIGNATIONS J FEXT-••X' 3:1 NEW EMBANKMENT OR CUT SLOPE. O X - 'I ., w 7 SECTION (LETTER) OR SLOPE AS NOTED • ( ) ON DRAWING WHERE SECTION : N DETAIL NUMERAL OR DETAIL IS TAKEN: p DR %;% HORIZONTAL DISTANCE VERTICAL DISTANCE DESIGNATION _ � AWING NUMBER FD-XY FLOOR DRAIN WHERE SHOWN Q X = NO. IN SPECS lx-x< Y - P WITH PRIMED TRAP Z RIPRAP Q ol ON DRAWING WHERE SECTION OD-X OVERFLOW DRAIN W OR DETAIL IS SHOWN: O X = NO. IN SPECS N NOTES DRAWING NUMBER S DRAWING NUMBER m 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. (OR SAME DRAW WHERE TAKEN RD-�DRAWING) - ROOF DRAIN 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE DETAIL AND SECTION DESIGNAIIGN L-I X = NO. IN SPECS NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE -�-'-- '- WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- AD-XY AREA DRAIN //--�� X = NO. IN SPECS Ir URFS ARF SHOWN IN HEAVY LINE WEIGHTS. `J Y - P WITH PRIMED TRAP STANDARD DETAIL NUMBER- XXXXX - - STANDARD DETAIL DESIGNATION SEE DRAWING D-1 THRU D-33 AT END OF DRAWINGS - STANDARD DETAIL DESIGNATION G_2 G 2- RECORD DRAWING mom NOTE: PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL I DISTANCES BETWEEN INVERT IN AND INVERT OUT TO z?oi I I ILLUSTRATE ACTUAL PIPE SLOPE. MEASUREMENT AND > g m Lo PAYMENT SHALL BE PER SPECIFICATIONS (CENTER OF So MANHOLE TO CENTER OF MANHOLE). > in� ¢ '9< �o L LJ Q O Q n W J N2 Q Lli a«R. I GROUND SURFACE o GRAPHIC SCALE o MODIFY EXISTING MANHOLE; INSTALL 52 LF LL zs � ,m2. U CONSTRUCT NEW INLET AND FLOW OF 8- SEWER PIPE TO R/W LINE. CHANNEL. SEE PROFILE THIS SHEET SSMH #1 I ( IN FEET) — — — _ LL (PRIOR TO REDUCTION) SCALE '0' H I A }G BACKFI PR ON V 1 �{ z -0 _ _ - W w owm -� Lq + r- - _- - - -- w�& N O. OO O I O O -- _ -- O+"-' C 4- THICK X Y(WIDE -' - O C EXTRUDED INSU:AIION _ 0 O_ rM T M BOARD-8 Cih MIN- - (AA a TO SPEC 6"MIN. - 12"MAX. P VSTIRENE M230-70) U 2"THICK SAND CUS�NION / i rV•^/1/��I)O +y l -ANUTAR BETXNNG u N NxN - _SEV/ER_EXTENSION @ STA 3+80q_J : T 7 4780 4780 T N m O Q 4775 A _ .0 O o O - - - — - - n 4775 V - ----- .. _ - -- - - 4775 O . - -- - _ - _ 7 0.4 In o N - --- - _--- -- - - - - - .. 4770 x� � - Q _ � CONNECT TO EXISTING MANHOLE Z- $ -— - _ __ Q_ _ 3 w - O MODIFY EXISTING MANHOLE; CONSTRUCT TOP OF WATER _ - oa _ NEW FLOW CHANNEL AND INVERT EL-4758.80 =tl - WEST TO MATCH NEW PIPE GRADES. - -- -- - BURY DEPTH-651 .I._.I; - -. _ - --- ---- --- z - -- - 4765 - - Z V) Aii - z •_WIDE x a 760 _ - _ _ OIL NG 38 ' - - - - - - - _ - - Z PTH) - .-- 4760 w w 425 LF NEW 8' CLASS 150, C900 PVC O 0.4% - w > - w O - Cr 475`, 4755 O REG E EXISTING 12" WATER P OVER NEW SEWER PIPE - - r.- 35 O Ofm 1 Ofw °i TO PROVIDE 6" VERTICAL a SEPARATION BETWEEN WATER n N e Z w $ 4750 : : AND SR PIPIN '�N n r: - O EWE N z 4750 O '^ 4745 y H H 0 - - 4745 Q ::E t O N 4740 m 4740 PROJECT 0/3/3 E128.011/04010 SHEET NUMBER 4 — - - - -- - - - -- DRAWING NUMBER t -1+00 0+00 1+00 2+00 3+00 ., - _ I. S- 1 5-1.DWG RECORD DRAWING