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HomeMy WebLinkAboutStoneridge Minor Subdivision No.2 i CONSTRUCTION DRAWINGS J �s 3 FOR a5z= /-go STONERIDGE MINOR SUBDIVISION NO . 2 enxrRLN N E LN. - THISPROJECOAk� ST SEWER , WATER , & ROAD IMPROVEMENTS o;3y BOZEMAN, MONTANA OCTOBER 1998 DURSTON RD DURSTON RD l t z GARDNER- w � m � z MAIN 51. xn I I SYBI\I'., i p - --, --I �---BASE-��t�nl -� 36 Vicinity Map 0 No Scale 'EXST 36"x54" RCPA i �--• �. - NOTES \ \ F CONSTRUCTION ACCESS IS PROHIBITED I FROM N.19th AVE, USE BARTER LANE FOR I \ \ ACCESS. a r b CITY OF BOZEMAN BENCHMARK INSTAit A' MEN[ USED WAS 1258 LOCATED AT 201h AND DURSTON EL=4770.095. NAIL IN EAST SIDE OE N = POWER POLE1TBM #9) EL_=4715.81 Z ul Z I- O w _> 'o Z C) a F — m g LLJ u� Q 7 O I_,J Z GRAPHIC SCALE w T ' SHEET N0, DRAWING NO. TITLE 2WQ N Lv GENERA --- 40 T G--I COVER SHEET ( IN FEET I - n w 2 C-2 MISCELLANEOUS LEGEND AND NOTE'= I inch = too It w 3 C-3 STANDARD ABBREVIATIONS & NOTES z N O SANITARY SEWER. WATER & ROAD IMPROVEMENTS 4 D-I DETAIL SHEET 5 E--I SITE GRADING PLAN --- 6 S-I SEWER IMPROVEMENTS R/R SPIKE 7 W-t WATER IMPROVEMENTS FL-4723.48 PROJECT NO. B P--, ROAD IMPROVEMENTS SET NUMBER 2W50D8 0IO D310 - -.v., SIDEWALK IMPROVEMENTS-BARTER LANE ♦, _- SHEET NUMBER DRAWING NUMBER - ---------------------- G- 1 REEO� se! i MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS` TOPOGRAPHIC LEGEND �Va�N MATERIAL SYMBOLS D B F IN SINGLE LINE - - GATE m v GFNFR _PIPING HQIE;e EXISTING PIPE(SCREENED) -I,Ao-- KNIFE GATE BOUNDARY AND/OR PROPERTY LINE- 1,LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION - __ NEW PIPE er u o CONCRETE POINTS.MINIMUM COVER SHALL BE 6--0'UNLESS OTHERWISE -�11--- BUTTERFLY 1 _ - EXISTING PIPE TO BE ABANDONED FENCE LINE SHOWN_ .. -tA-- GLOBE 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND EXISTING PIPE TO BE REMOVED EASEMENT LINE TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE �� WELDED JOINT BALL d - CMU PLAN -- __-�p.__ 3 N 6 INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE VEE-BALL �U ✓�i y SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. --�---- GROOVED END JOINT- FLEXIBLE SEAT PORT PLUMBING FIXTURE INDENTIFICATON =gam Ulu 3.LOCATION AND NUMBER IM PIPE HANGERS AND PIPE SUPPORTS � GROOVED END JOINT- RIGID -"NI--' ECCENTRIC PLUG W/REWIRED (}---E( __-__-- CENTERLINE (?) SHOWN IS ONLY ETE APPROXIMATE.FINAL SUPPORT APPROVED BY ---� SEAT LOCATION I'Il'IFF-II'tt'll CMU SECTION SHALL BE DETERMINED IN THE FIELD AND APPROVED 8Y THE PLUG OR COCK Df DRINKING FOUNTAIN I BY BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL -ter- FLANGED JOINT EEW EMERGENCY EYE WASH13A�/�I y -ti BE AS SPECIFIED. --llFJ -n� FULL PORT PLUG KSK KITCHEN SINK -2} ---El MECHANICAL JOINT -�3F- NEEDLE �+ - - - - ROAD (EDGE OF EXISTING PAVEMENT) 4,APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED LAV LAVATORY ? Nzwp�,6�' - METAL STUD WALL PLAN WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKRLL, e'�Y--� --E HUB h SPIGOT JOINT ��--- DIAPHRAGM SH SHOWER SK SINK '�: 1• - -< EXISTING CULVERT (RUBBER GASKET PUSH-ON) pq PINCHZ 5 ALL FLEXIBLE CONNECTORS OR RANGED COUPLING ADAPTERS SHALL •�-�}-.1}--� SSH SAFETY SHOWER INK BE PROVIDED WITH THRUST TIES, BLOCKS,OR ANCHORS,UNLESS (�J\}_�-_0 - --- BAIL JOINT �F-- SWING CHECK $$K SERVICE SINK* p HORIZONTAL/VERTICAL CONTROL POINT OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR `--1k� --n� DOUBLE DISK CHECK WC WATER CLOSET EXAAMPLE,. STUD WALL PLAN TEST PRESSURES SPECIFIED. - F-- FLANGE COUPLING ADAPTER ---KF- BALL CHECK WN WATER HEATER E CONTROL POINT WS WASH STATION 6.SYMBOLS.LEGENDS,AND PIPE USE IOENTIFlCA TIONS SHOWN ---{�-- FLEXIBLE COUPLING ----� HOSE VALVE UR URINAL FlXNRE LEGEND ^ } COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER NON FREEZE HOSE VALVE VC VANITY CABINET N0.W SPEGRCAIN]NS � - MASONRY VENEER APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT e-¢}�1 _ FLEXIBLE CWPI LNG WITH ---0X X= NO.IN SPECS w - BORING LOCATION AND NUMBER. SEE NECESSARILY USED IN THE PROJECT. (___'_ =-D -' -' THRUST TIES __-0-LI NON FREEZE HOSE VALVE NTH HOSE RACK z " SPECS FOR BORING LOOS. STEEL BELLOWS X=NO IN SPECS VALVE ACTUATOR SYMBOLS N a z 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWNGS, _� ----'�`---- EXPANSION JOINT o-- SAMPLE 32+00 SURVEY HUB AND TACK WITH STATION ALL BURIED PIPING SPECIFIED TO BE PRESSURE BESTED.EXCEPT ELASTOMER BELLOWS 4 - GYPSUM WALL BOARD ( WELDED.GROOVED END OR SCREWED PIPING,SHALL BE -�-Q+-- EXPANSION JOINT MUD o PROVIDED WITH THRUST PROTECTION AT ALL DIRFC110N PNEUMATIC w/POSITIONER 0 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND ELBOW UPI- PRESSURE RELIEF FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. Q AIR AND/OR VACUUM RELEASE ,Y PNEUMATIC w/SOLENOID .e T--"""C""'-"' SVi- RIGID INSULATION SBM-2 BENCHMARK LOCATION AND NUMBER OR 8 WHERE A GROOVED END COUPUNG IS SHOWN,IT SHALL BE THE - ELBOW DOWN Y -�,;Sy�;,t".�5, EASEMENT CORNER REBAR RIGID,PINT TYVE,UNLESS OTHERWISE SPECIFIED, WHERE A ( --d C-" REGULATED SIDE L' 0 POINT OF INTERSECTION, SET 518"x 18" FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE �.�./�� REBAR W/L-S. CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. y WI11� --+Oa- TEE UP -�- PRESSURE CONTROL y ELECTRIC C� ` GIP-3 PIEZOMETER LOCATION AND NUMBER �-a'�Rl - --- MULTI-PORT VALVE ~7 F �- BAIT INSULATION 9. VALVE BOXES REWIRED FOR ALL VALVES IN A BURIED SERVICE, _ TEE DOWN +Y (BALL VALVE SHOWN.FOR OTHER VALVE �+ ~_•.., • -�-^ TYPES, APPROPRIATE VALVE SYMBOL SHOWN) [ ELECTRIC w/POSITIONER E X 1000 EXISTING GRADE 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE'ONLY LATERAL UP ARROWS INDICATE FLOW PATTERN-SEAT PORTS I CONVENIENT ALL VALVES UNIONS NECESS D MECHAR) TO FACILITATEANICAL EWIPMENT. -w�W�' - [g ARE IMPLIED BY INDICATED FLOW PATTERN. rn ®1000 FINISH GRADE ---t7o---- SOLENOID O HYDRAULIC V�+1 S PLYWOOD LATERAL DOWN Ii THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR -lviF-" 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE CONCENTRIC REDUCER T MANUAL N y--�1 PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS _ —a--- MISCELLANEOUS PIPING SYMBOLS EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND STEEL � TO THE WORK OF OTHER CONTRACTORS,AS NOTED. _- _ ECCENTRIC REDUCER STRAINER--�- OS SOLENOID w 2" EXISTING TREE W/ APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE UNION --3-- SIGHT GLASS I THAT ISTO CONNECT TO AN EXSTING PIPE OR STRUCTURE, III- -- --- FLEXIBLE(ELASTOMER)PIPE CONNECTION 4 © BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR O BLIND FLANGE WOOD, ROUGH CONTINUOUS STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. --�I Y GAUGE'VAIN COCK AND INVERT ELEVATIONS. _� PLUG NEW TREE AS SPECIFIED —ATHERMOMETER Ei-_ F_ CAP DTH 3 VY000, ROUGH NON-CONTINUOUS O v v-a SIGN, ONE POST OR TWO POST LL.-� PIPING DESIGNATION —�- ANCHOR -i� R°rAMErER PIPE AND FITTING END PATTERNS EXISTING MANHOLE _ I ELBOW 90 DEGREE GALVANIC ANODE B BELL � ® NEW MANHOLE XX AIR SET S SPIGOT, - WOOD, FINISHED ---16 RW ---- i GROSS ► %% = SUPPLY PRESSURE - PSIC F FLANGE qi EXISTING UTILITY OR TELEPHONE POLE i6, RW "� TYPICAL INSTRUMFNT SYMBOL PS \ PE PLAIN ENOPIPE USE FLOW STREAM IDENTIFICATION LEGEND,ON TEE � 2fi��-2 (SEE &C LEGf ND)NEW UTIUTY OR TELEPHONE POLE DVS, G-3. SEE PIPING SCHEDULE IN IHE SPECIFICATIONS. GE GROOVED ENDGROUND SURFACE / f WAF[R BLOW OFF VALVE MJ MECHANICAL JOINT NOMINAL PIPE DIAMETER --{]DITCH SHOVING DIRECTION OF FLOW EMIN 45 DEGREE FIRE HYDRANT PO PUSH-ON i v -- v ti CREEK/RIVER W/DIRECTION OF FLOW ACOUSTICAL TILE _ VALVE DESIGNATIONS �_, CATHODIC PROTECTION TEST STATIONF —a LATERAL 1000 EXISTING CONTOUR -c CATHODIC PROTECTION ANODE MJ FL t NTR LVA V cv ExAMPLE — - ---- N ARCHITECTURAL LEGEND }� 1., A'I"" p— FILTER O w ��IOOO� NEW CONTOUR AC, VAi VE',AS ACTIVE ,II',wl+ ON PMDs. GATE SYMBOLS INACTIVE X=PROG.FSS VARIABLE I ONLY z ~ -�!S--VI* OW DIREC iION I ONLY FLANGED F71D CONNECTIONS ARE SHOWN HERE FOR DOUBLE EXISTING STRUCTURE TO BE REMOVED ' VALVE °YMBOI LINE FITTINGS. FITTINGS WTH OTHER END PATTERNS ARE SHOWN PLAN VIE Bn G', INDICATES PAIR OF DOORS SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING LL.OfIN Z SPECIFICATIONS. MISCELLANEOUS ME HANICAL/ Lo Lo z EXISTING STRUCTURE • `I DOOR NUMBER MAN�.A VALV `;_ 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC 3 ONLY REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END f� SLUICE PLUMBING SYMBOLS Ul �`' Q _.. WINDOW TYPE EXISTING A.C. PAVEMENT • CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. j' �_ � Q (/� F U E_� BUTIERPL Y ps - Q n_ F- C-] A24 DWG. NO. WINDOW a'-V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR PRESSURE SWITCH ELEV. OCCURS ON _ SCREENED AND 15 NOTED AS EXISTING, NEW PIPING AND m � Z �_ 1 NEW A.C. PAVEMENT • SIZE OF VALVE EQUIPMENT IS SHOWN HEAVY LINED. 103 ROOM NUMBER VALVE DESIGNATION I� FLAP T-T HOSE RACK (TYPE AS INDICATED) I D Q Lu 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL Q O -� GRAVEL SURFACE • VALVE TYPE. SEE DRAWINGS SAFETY SHOWER AND EYEWASH G W I NOTE INDICATOR SPECIFICATIONS C� SHEAR SSH-% m - J % = NO IN SPECIFI�1.?il iN=. �V Z CONCRETE WALK ' - X = F - FLOOR rIfAN011T _z 'V Q u� • FABRICATED SLIDE XCO Z D ACCESS HATCH IWII 0 - DECK C. EANU-iT LIMITS OF TOPSOIL AND SEEDING ' GENERAL NOTES: W - WALL C FAN r w LA O INDICATE HINGE SIDE: SIDE WHERE LINES V - VENT CLLANJUTL_LJ z MEET (RIGHT SIDE ON SYMBOL) 1 STANDARD LEGENDS EE , TH VIANOFJ n) ;MOWN LS 0 N 7 STANDARD LEGEND SHEETS THEREFOHF IMF SYMBOLS HO-%Y HUB DRAIN I � O 31 EXISTING EMBANKMENT OR ABBREVIATIONS &TOWN ON T14F S1AN1 Nn IFGFNDS �\ SLOPE AS NOTED MAY NOT BE SHOWN ON THE PLANS. GENERAL DESIGN DESIGNATIONS V X NO T SPECS U ui m WALL FIRE EXTINGUISHER Y - P WI PRIMED TRAu W �•� "X" - NUMBER IN SPECS 3 1 NEW EMBANKMENT OR CUT SLOPE. SECTION (LETTER) OR ON DRAWING WHERE SECTION m W W I� FEXT-"A' SLOPE AS NOTED • DETAIL(NUMERAL) OR DETAIL IS TAKEN: FD-XY FLOOR DRAIN Li DESIGNATION DRAWING NUMBER O X = N0. IN SPECS P WITH PRIMED 7F+AI' X.X HORIZONTAL DISTANCE : VERTICAL DISTANCE 'X-XC WHERE SHOWN V - O OD-X LJ OVERFLOW DRAINON DRAWING ~ RIPRAP OR DETAINS SHO •1 SECTION I-S (n % - NO IN 51'Fi.S DRAWING NUMBFR S ?O-X ROOF GRAINNOTES. DRAWING NUMBER WHERE TAKEN � .`rl (OR SAME DRAWING) 0 X = NO. IN SPECS 1. • SYMBOL USED ONLY WHERE REWIRED FOR CLARITY FIFTAII AND SECTION DESIGNATION PROJECT NO. 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE O KY AREA DRAIN _2605.008 01010310 NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE X = NO IN SPECS WEIGHTS. OR AS SCREENED BACKGROUND. NEW STRUCT- Y - P WITH PRIMED IviAP SHELi NUMBFR S ARE SHOVM IN HEAVY LINE WEIGHTS. STANDARD DETAIL NUMBER XxXXX - STANDARD DETAIL DESIGNATION URE SEE DRAWING D-1 THRU D-33 DRAWING NUMBER `v AT ENO OF DRAWINGS ♦� STANDARD DETAIL DESIGNATION G (� 1 I , 4 7_;w� ABBREVIATIONGENERAL NOTE AS ANCHOR BOLT FB FLAT BAR, FACE RICK = ABDN ABANDON FC FLEXIBLE CDUPLII� PL PLATE, PRUPE.RTY LINF 1. All construction work on this project shall be completed in 0(- „ ARV ABOVE FCA. FLANGE COUPLINd ADAPTER PLYWD PLYWOOD accordance with Montana Public Works Standard AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FO FLOOR DRAIN PMP PLANT MUNIIORING PAN!.L Specifications, Fourth Edition, January, 1996 with a- � ADJ ADDITIONAL FDN FOUNDATION PNL PANEL May, 1997 C.O.B. Modifications to MPW and Addendum N0.1 O o n i r•'�_,�. �, ADJ ADJACENT, ADJUST FES FLARED END SECTION PRCST PRECAST to C.O.B. Modifications dated February, 1998 and these X ADPTR ADAPTER FET FLARED END TERMINAL PREFAB PREFABRICATED Contract Documents. r iFilj' AFF ABOVE FINISHED FLOOR F. E%T FIRE EXTINGUISHER PRELIM PRELIMINARY i son F.z< AHR ANCHOR PREP PREPARE, PREPARATION 2. The Contractor shall restore all roadway surfaces to equal, 1( FF FINISHED FLOOR r ALUM ALUMINUM VC (FINISH GRADE PROP PROPERTY or better condition than existed prior to excavation and S 'rg ALT ALTERNATE FHYO FIRE HYDRANT PRV PRESSURE REDUCING VALVE determined by Owner and the Engineer, p tT7I_ ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PS PRESSURE SWITCH, PIPE. SUPPORT 3. the location, depth and size of existing utilities shown on 2 ,dww W 6'4 w PT POINT, POINT OF TANGENCY g =n � APVD APPROXIMATE FLEX FLEXIBLE these plans is approximate- The Contractor shall verify the FLG FLANGE pVMT PAVEMENT CHLORIDE existence, location, depth and size of the utilities prior ;O ymo �� ARCH APPROVED r ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LANE p to construction. The Contractor shall be solely responsible t I" ASPH ASPHALT FIN. FINISH RAD RADIUS G `_ RC REINFORCED CONCREIF for any damage to the existing facilities due to failure to AVC AVERAGE FOR FLOOR Y AT FOC FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE locate or properly provide proper protection when location is 1 SO BOARD FRP FIBERGLASS REINFORCED PLASTIC RD ROAD, ROOF DRAIN known. --' BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL RDCR REDUCER ,a I' 4. A list of representatives to contact for information a Now - A � RETW BETWEEN FT FOOT, FEET REBAR REINFORCEMENT BAR w, rn I L I BF BOTTOM FACE REF REFERENCE regarding facilities is as follows: p' FIG FOOTING, FITTING BLDG BUILDING F TO F FACE TO FACE RFINF REINFORCE Montana One Call System Dispatcher 1-800-424-5555 BLK BLOCK RELOC RELOCATE, RELOCATION Montana Power Co. Chuck Busto 582-4612 GA GAGE, GAUGE � S I - BLW BELOW GAL GALLON READ REQUIRED TCI Cablevision Scott Riis 586-2089 i.� BM BEAM, BENCHMARK GALV GALVANIZED RST REINFORCING STEEL US West Phil Westfoll 585-2350 Y ROT BOTTOM R/W RIGHT-OF-WAY (including Fiber ,.l-�r,rfi� GACVS GALVANIZED STEEL (� g Optics) BRG BEARING CND GROUND SAN SANITARY 9{ r 'I BRKT BRACKET SCHED SCHEDULE GRTG GRATING 5. All asphalt, concrete curbs and sidewalks shall be saw cut T CHAN CHANNEL SDWK SIDEWALK or neat cut by method approved by the Engineer. fi !J I✓ GSKT GASKET u € 3 �IL r CHK CHECK GSP GALVANIZED STEEL PIPE SECT SECTION ClCASs IRON G SHT SHEET 6. Maintain 11' horizontal and Y8' vertical separation between �. — ,bq , SIM SIMILAR water mains and all sanitary sewer mains. �--r ' P CIMJ CAST-IRON PIPE MECHANICAL JOINT CW GRAVEL GYPSUM WALLBOARD mainsZ CIP CAST-IRON PIPE FLANGED JOINT SLP SLOPE 7. All valves shall be installed with thrust blocking, and O w rr �•.L HAS HEADED ANCHOR STUD SP SPACE. SPACED CIPC CAST-IN-PUCE CONCRETE HB HOSE BIB valve boxes in accordance with C.O.B. modifications and CIRC CIRCULAR HIT HUB DRAIN SPEC SPECIFICATION 7 C.O.B. etail 218-1. 1—� :G CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SPG SPACING rN�CL CENTER LINE HDR HEADER SPRT SUPPORT 8. All fire hydrants shall be installed in accordance with CLDI CEMENT LINED DUCTILE IRON HK HOOK SQ SQUARE k C.O.B. details 2718-3 and 2718-4. w PI1 o , - CLG CEILING HIM HOLLOW METAL SO FT SQUARE FOOT O CIA CLEAR, CLEARANCE SO IN SQUARE INCH 9. All fittings including bends greater than 11-1/4 degrees, Id HORIZ HORIZONTAL SST STAINLESS STEEL tees and plugs sholl be thrust blocked in conformance with CMP CORRUGATED METAL PIPE HP HORSEPOWER S i CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR SS SANITARY SEWER C.O.B. modifications and MPW detail 2713-1. f¢ CO CLEANOUT STA STATION 10. Datum used is the City of Bozeman datum. Conversion to L 1 TIT HEIGHT, HEAT TRACE �11 COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD Y COL COLUMN STIF STIFFENER Standard USGS Datum=C.O.B. +15.44' HVAC HEATING, VENTILATING, AND AIR CONDITIONING rIJI41: I COMB COMBINATION HWY HIGHWAY STL STEEL 11. Sewer service stubs shall be installed 15' upstream from n�n CONC CONCRETE OR CONCENTRIC HYD HYDRANT 1 STRUCT STRUCTURE downstream property line and extend 6' into lot. See C.O.B. ^ R CONN CONNECT, CONNECTION ID INSIDE DIAMETER i SYM SYMMETRICAL down DWG. NO Property Ond extend L I} fir CONSTR CONSTRUCTION IF INSIDE FACE T&B TOP AND BOTTOM 1-1 CONT CONTINUE, CONTINUED, CONTINUOUS IN. INCH IS THRUST BLOCK 12. Water service stub shall be installed at the center of the lot _ CONTR CONTRACTOR INFL INFLUENT FBI TOP BACK OF CURB and extend 6' into the lot. See C.O.B. STD. DWG. NO, 02719-1 �y� l IF TOP FACE CORRD COORDINATE INSTL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE 13. The pipe grades shown are calculated from actual distances ; CORR CORRUGATED pip g INSTR INSTRUMENT 5 V �r�yVrr CP CONTROL PANEL INSUL INSULATE THK THICK between invert in and invert out to illustrate actual slope. v ++ CPLG COUPLING INT TERIOR THRU THROUGH Measurement and w C TO C CENTER TO CENTER It T.O. TOP OF payment shall be per specification. INVT I VERT (Center of manhole to center of manhole). m < TOC TOP OF CONCRETE. TOP OF CURB CTR CENTER JB JUNCTION BOX CTSK COUNTERSINK JST JO15T TS1 TOP OF STEEL 14. The contractor sholl lace crushed stone base course, compacted o 1_ P CU CURIE JT JOINT TW TOP OF WALL to thickness specified, under all curb and gutter and sidewalk. - CU FT CUBIC FEET L ANGLE TYP TYPICAL P - `� CU IN CUBIC INCH LEIS POUNDS UBC UNIFORM BUILDING CODE CULV CULVERT LF LINEAR FEET UG UNDERGROUND 15. The contractor shall adjust all valve boxes, curb boxes, and CV CU YD CUBIC YARD LNTL LINTEL ULT ULTIMATE manholes to final grade upon completion of all construction. D DRAIN LONG LONGITUDINAL UTIL UTILITY Any boxes or manholes damaged or otherwise disturbed by the W yr, d PENNY (NAIL SIZE) LP LOCAL PANEL V VALVE, VOLT contractor, or any subcontractor, shall be repaired at the 7 DBA DEFORMED BAR ANCHOR LR LONG RADIUS VS VALVE BOX expense of the contractor. In O } VERT VERTICAL Z I DBL DOUBLE LVL LEVEL C� Z OFT DETAIL LVR LOUVER VOL VOLUME 16. All water main shall be laid with a minimum of 6.5' cover from I'I d. "{•i., DI DUCTILE IRON, DRAIN INLET MAIL MATERIAL VRFY VERIFY finished grade or insulated with extruded polystyrene. All water U) <L ��..} DW DIAMETER MAX MAXIMUM VTR VENT THROUGH ROOF main shall he wrapped with polyethylene encmt - DIAG DIAGONAL MIS MACHINE BOLT W WIDTH ase ens. ' yr " DIM DIMENSION MCC MOTOR CONTROL CENTER WD WOOD I > Q 17. Sanitary sewer laterals shall be 4" diameter at 1/4' per toot slope 0 �_ � O yI t i. DIMJ DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL W/ WITH unless otherwise shown, and shall be of the some material as the m z ? _DIR DIRECTION W/O WITHOUT main. All sanity manholes shall be 4' diameter and have watertight C, C) " 7. I MECH MECHANICAL I fin; DN DOWN MFD MANUFACTURED WL WATERLINE ry }�I DR DRAWING MH MANHOLE DOOR WM WIRE MESH, WATER MAIN connections at oil pipe openings. (/) 4 Q ,I MFR MANUFACTURE, MANUFACTURER O Z DWG WS WATERSTOP, WATER SURFACE r WSTL WELDED STEEL, WROUGIrt STEEL 18. Handicap sidewalk ramps shall be provided at all intersections and LL1 1"tt U EACH MIN MINIMUM . EF EACH FACE, EXHAUST FAN MISC MISCELLANEOUS YfT WEIGHT where directed by the engineer, 7 <� EL, ELEV ELEVATION MJ MECHANICAL JOINT WIR WATER 1 a` ELS ELBOW NIC NOT IN CONTRACT WV WATER VALVE 19. Sidewalk, 5' wide x 4 thick, shall be constructed along all streets _ ELEC ELECTRIC, ELECTRICAL NO NUMBER WWF WELDED WIRE FABRIC unless otherwise shown on the plans. The back of walk shall be 1' _ F I�>; m ENCL ENCLOSE NOM NOMINAL WWM WELDED WIRE MESH inside the R.Q.W. Lit < N %FMR TRANSFORMER �) Q ENGR ENGINEER YD YARD 0 (Y LY NTS NOT TO SCALE d T EP EDGE OF PAVEMENT OC ON CENTER T EQL EQUAL. EQUALLY OD OUTSIDE DIAMETER NOTE, Lit dl EQL SP EQUALLY SPACED OF OUTSIDE FACE ` Q EOUIP EQUIPMENT OHP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SFE "ABHkF ra l a�� FOR �J LLJ 0 INC UIV EQUIVALENT OPNG OPENING USE ON DRAWINGS AND TEXT', PUBL ISHEU NP P . EW U AMERICAN NATIONAL STANDARDS INSTI Tl1TE EACH WAY P&ID PROCESS AND INSTRUMENTATION DIAGRAM ;AN I) Q- 0 � C OR CONTACT THE ENGINEER EXC EXCAVATE PC POINT OF CURVE EXH EXHAUST PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. TrQ:It:ORE, NOT C/-) fl.-+ EXP EXPANSION PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLAN', EXP JT EXPANSION JOINT PEN PENETRATION EXST EXISTING PERP PERPENDICULAR LAR 3. ADDITIONAL ABBREVIATIONS FOR SPEGALIZEU w�b'-. UMSIONS Y '1 EXT EXTENSION, EXTERIOR PH PIPE HANGER (INSTRUMENTATION AND CONTROL, I ECTRIC FTC j ARE PRUJEC' Na -I F FLANGE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APFII"AH_F q'f IIrI FAB FABRICATE PJF PREMOLDED JOINT FILLER 26p5.008 010 0310SHEET NUMBER I 4 ' DRAWING NUMBER rt I �za Q_ ip• i 3L�' C� ooz���rcx 11-5' 18.5' 18. . . _. �,,. T 5 I� 3"- AsIµwr PMiAWwr o LL o i PLACE SPOIL AGAINST -2fM z o?o z a o PA VEMEN 7, TYPICAL 3A 5.5' 2' 16.5 16.5• _ S.5' 5' k* _ St"ALK _��BOULEVARD �'.�`-� 3"- HOT PLANT MIX ASPHALT CONCRETE SURIACE COURSE 3"OF 1.5-MINUS CRUSHED BASE COURSE HOUI[VAI�'. SIDEWALK �A--4A0@-6fIfJ6RETE- yea 2,0% ,+w•..w. owl q.,o 00o b'o '•oo;0•oo9;c o'."b;:'.,�o;o, o,b,QovG,q°o oo•.. I fy g •oo"o., o.. 'o 0 o'o'Q•o.o° :o 0 0'0 0•, :.bf:o••o•,, p•. I \ '* �_ ° .o P.O o o'••°r'•�' — U C�� v 5T 4" DEPTH TYP •�r° °•Qo °. aq° _0.6 ;700 0.0°o•:o '°o o'o`p: o°o o o°o:'o'o° 0 09i:_ :•o'o°q•:'o o° '�o[ .-1i --1 __ — _ R pF. 3/4" ROADMIX 'r. ( II=1 s '1• I Is L I III— I IICI I I I I I I II=1 ' T I'I—I I—1I1= —III-1I I I�I ,III, III -! i UB 7 =- aof Eh j ' =1 111=17f�11'-1 I ril I11�1 I 1=1 I A,I I- '' —1 I-1 I-1 I—1 I I— —I i I_-III III 1 i _;uBGRADC — M n — {IhIII�III =1II III__III 1.5"MINUS BIN POINT �P o m 1.5"MINUS HINGE POINT DEPTH OF 3•MINUS SELECT BORROW SHALL 4 I,'MINUS CRI MF -,F �ECL'R`.F - VARY,BUT SNAIL HAVE A MINIMUM OF 12". - - - u OVER EXCAVATE TO NATIVE GRAVEL AS MN�.W JV DFP1H 6" COMPACTED 3/4" ROADMIX ON STRIPPED INSTALL TYPAR 3301 WEED w i !$tom DIRFCFD RY FNGINFFR AND COMPACTED SUBGRADE. PREVENTIVE FABRIC OR EQUAL. n .r o r NOTE-EXCAVATE NI ROADS Pd NATIVE 1 YPIC�A!_ 1 i I' "'J C.O.B. 60' HOW 1 YPICAL I RAIL SECT ION — — — D-1 (NO SCALE) D 1 (NO SCALE) U " Iz I w � ,. RIP RAP ! CURB a ,;I1111 R a J I R UNDEF; L I lr FT IT �­AVLVLNT ' o CENTER LINE i Q------------------------------ -----,T---------%------- T z -- -- — m w CURB & r_',IiTE11 > O o - n l W low W M I i — — 4' IIiICI' X 4' JvID'e T 7 E*'PUDFD VSULA'IOr; 0 'BOARD 8 LI1dGTH M'N, Y � _I S� u'XAF F J `Sl YRLNL M230 70; ILI F— L J m [TIC L J W CRANULAR W 50' — s I �q- WnTER FAAna n 7. 5' SIDEWALK ��r j I-- L�1 anti z WATER MAIN INSULATION [3ETAIL PRO�ECINO X D-1 CURB CUTTER TERMINUS DETAIL (NO SCALE) -- D-1 (NO SCALE) z�o5.o08 D1D Gala SHEET NUMBER .IF1 .' �. _- 1 .��... Ir 4 •I�N4� DRAWIN, NUMBER D - 1 1 - I N0 ESCREPT ONNS DATE BY t8,n��7 MIN. DEPTH=4D • I AS-BUILT I/OO TJE o0 �---- 5 D r <~_ HEAVY o SD RIPRAPw U �o� map 1'o�?6za'o I 40' -- I v INSTALL SILTFENCE 20' I-3D I AROUND INLETS RO X BUILD 6" 20'x4O' fr FE, ;n CONSTRUCTION ENTRANCE RIPRAP END OF v CURB AND GUTTER 6" DEPTH OF CRUSHED STO`.` D cn SEE DETAIL SEE DETAIL o In I EMERGENCY OVEFf I O'Jd®- w E-1 D-1 a 8 CONSTRUCTION ENTRANCE OUTLET PROTECTION E-' - - - c NO SCALE E-1 NO SCALE E-1 EMPORARY OUTLET `-,I�'LCTURE a�oe WITH OU;LE1 PROT ,'TION, \ „ z � 20 LF OF 15' RCP, S 1.'%, w/FES- 03 \ PROPOSED FINISH GRADE IEE=4702.EL & IEvJ-a701.78�� 6 EXISTING GROUND Q w 5 MINUS CRUSHED cRAVFL SFL DETAILS \ll 2 4 ° \ s 3" MINUS RIP-RAP L -1 E-1 E-1 \ I y! 3 SLOPE = 1.43%\ \ Q Q •IVA AKZO - ARMATER GEOMATRIX OR AN PLACE SILTFENCE \ \ a APPROVED EQUAL ALONG STREAM EDGE (ONLY IF BERM IS \ \ ��Q _ USED AS A TRAIL) /� SECTION A-A_ , �' ��•"o •�,2 NO SCALE FUIURE 61,/50 FT-3 STORMWATFR POND FOR STONERIDGE MAJOR SUBD VISION 7 \ \ s INSTALL 26,622 FT-3 (HATCHED AREA) FO THIS PROJECT 3" MINUS RIP-RAo �� \ R '�� °S c�i a a a OUTLET PIPE \ •71• -- ELL= 4702 10'- EXISTING ELE.= 4704 -- - I . __-A /--a 24" CMP N SEDIMENT IRA 0 o EROSION CONTROL_NOTES: o 6 - 1 � o�0 0 . CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING ALL ,��b�� z z EROSION CONTROL BERMS AND CTHER MEASURES UNTIL FINAL ACCEPTANCE O � OF WORK AND THE SEEDED AREAS ARE WELL ESTABLISHED. (n > z Q Of Q _I 2. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO 0- � d EMERGENCY OVERFLOW STRUCTURE ® COMMENCEMENT of OTHER CONSTRUCTION. ,sue— m - oz 0 E-1 3. CONSTRUCTION ACCESS IS PROHIBITED FROM NORTH 19th AVE., USE cn o � o NO SCALE I BAXTER LANE FOR CONSTRUCTION ACCESS. z Q OEr BERM 6'-8' 4. CONTRACTOR SHAI L CLEAN OFF ALL MUD, 'SILT OR DEBRIS TRACKED ONTO \ z D Q CD BAXTER LANE AS DIRECTED BY THE ENGINEER. w _ �o a N w EMERGENCY OVERFLOW ARROWS INDICATE T-1E DIRECTION OF DRAINAGE DURING CONSTRUCTION O F=- I OUTLET PROTECTION J ' m U1 _-_ POND DEPTH VARIES _ E-1 0 W 3 D W N BTM 5 f Z 0.5' O I- 0 SEDIMENT TRAP GRAPHIC SCALE PROJECT NO 2605.0 010 03 08 10 TYP. POND OUTLET STRUCTURE 1 SHEET 5UMBER� NO SCALE ( IN FEET) DRAWING NUMBER m h = too rc. 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TEE w/i.B. LR - SERVICE I w <a .�r AQ —� &47 LF 8"DIP w/8" u o<s w w/6"M-L W.V.d[10 LF 6"D.I.HYD ` `� A i W g a LEAD PIPE w/T.B.,VB STA ) � \'• ENDCAP h T.8.k MARKER POST RELOCATED FROM STA 0+05 ` `. - CO i= eP OF a LOT 3 .� � far �_$! STA 2+21.39 11 55 IT,COMMERCE WAY= o J� ar av�v u• STA 2+59.86 WATER MAIN ' NI INSTALL 90'M J.BEND w/i.8. x3�mboz<o ry STA ,+35 LT k R1 \ • \ COMMERCE-\ -- INSTALL 8".8"M.J CROSS m_ - Ar tD LF 8"DIP w/8" \ t STA 5+91.52 11.45'LT.ENDCAPS&T.B.k MARKER POSTS \- — STA 4+23.39 7.10'LT. F a � INSTALL 22.5'M.J.30'PUBLIC \`\ o�� ~ - STA 3+99.23.12.50'RT BEND w/i.6, r _mo>oV• ; UTILITY EASEMENT -- - -- / 2 INSTALL 45'BEND w T.B. D A x e N 00 1a rt.}y�1 ss I ., roMMERCE WAY= _ CONNECT STA 6T04E EX B'WM. Z �� ti r n L O T REMOVE EXISTING ENDCAP k T.B. m E " j ^ .e O \ REPLACE w/8'M.J.CATE W.V. o ---- SL — o H n I , w/T.B..V.B. 1` " -- — o P INSTALL 1.0'FHYD EXTENSION I W F�o' W o = I2 001 -� �I �ETI � iu� a z STA 3+ RT. Q > C7 X STA 3+12.44 1250'Ri. 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STD DWG 1 ✓' >,3/1 1, NO, 09810-11 STA 1+40 E / 3' DEEP TRENCH W/ /p R- FRENCH DRAIN INSTALLED TO ,,, 4,T} �� N N. 19TH DITCH R.O W. // I D COMMERCE n0 -TALISTREET MARIF ER I i Im 5 °W N N a z / & STOP S GN �! / \ SEE CO-B. STD DWG / STA -0+t8 N0. 0981(-1 r / SAW CUT, TACK & I I MATCH EXISTING I Z1�17 ASPHALT EDGE EDICATED I 1�1 / INSTALL 10 LF 4-INCH FOR 7rPu.AL SEC'InN / SCH. 40 CONDUITIT PUBLIC FOR I 60' DEDICATED R,O.W SEE DETAIL UTILITY CULVERT STA -0+20 TO STA 6+82.14 PUBLIC R.0,W. L_ U INSTALL STD. C.O.B. w/ 3T B TO B CURB & GUTTER J I I ROAD - (702 LF WEST, 737 LF EAST) I �. INSTALL 70 LF OF O w ci 12-INCH HDPE UTILITY CULVERT I 1�4 3 $b I I ' GRAPHIC SCALE -Z"-+ W a n 30, EASEMENT UTILITY EASEMENT I �� ( IN FEET) Q E N: 1 inch= 50 fl. ffi II I V: 1 Inch= 5 11. ❑ §' I I - —_ II I ❑�❑ P 4 125 - - COMMERCE WA - -- 4725 ; _ — -- m m 4120 -- --- - — -.: -- -_-. 4720 o u a o 4'15 -- - — - 4715 O Z I- 4 10 - — _ _-> -- - W 0 - — 4710 (� Z > - > , — -= CL Q 4,05 - �] �_ i5 4705 Q 4700 -=- - 4700 O N U -- - F- a m Lij W � a695 - -- 4695 C w 0 W uw 4690 z — --- - _- - 4690 V) 4665 - 4685 PROJECT NO 2605.008 010 0310 SHEET NUMBER -- DRAWING NUMBER -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5400 5150 6+00 6+50 7+00 1-' 1 -_ 1 r��oac RE.[elle.D v1tAw - - I W N V J I F J J ¢ O N Q O r N w ------------ co = Z Z w O r w 0 J;SttNO¢r } Q Q y ZO O r 0 OU I ua�¢maw �a uod�r I 'I a�o?Siao W w,��'.,'�'1;' BAXTER LANE I � _ R-25' � eol INSTALL 279 LF OF J INSTAL L l J.B. STD STD.C.O.D. DEWALK INSTALL 397 lF OF I I' TN F R/W HANDICnF RAMPS INSTALL C.0.8.SIDEWALK I 1 ALL B' I'SOUTH OF R/W ASPHALT TRAI SEE DETAIL 4 _1 I � Z � GRAPHIC SCALE 0-4 (]� 0 (�� a so O 1 IREf) u w N: 1 inchh = 50 V: 1 Inch= 5/1. 4720 ; S OF: SIBEYALK a r r ,710 -- --- — 4710 0 ALw J --- - __ - - - --- j o LLJ -- I ~ L 0� : 1.700 — 4700 Vl ,10 z LLJ -- O Q 1695 - -- - - 4695 Z N J — - O Cr Q m L'i -690 - 4690 w Q - -- Li U-) �..-!685 - - -_ _ — 4685 =E80 NdI�0ai - ei - _�a v as as as as pv ae do ca as as �a �as --- _----r--- 4680 O. E9C T N0 4660 0 aD oo 2605008 010 031. 0 na0 � m SHEET NUMBER 00 6 olo to L6 11 or 1R 0of of tb 0 c o, oo oo 00 0 0 0 0 0 DRAWING NUMBER n —� — 0+00 1+00 2+00 3+00 5+00 6+00 7+00 S W- 1 ARD R f