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HomeMy WebLinkAboutSundance Springs Subdivison Southeast Z TION IMPROVEMENTS FOR CONSTRUCTION 9 I � wow= PHASE 1 SUNDANCE SPRINGS SUBDIVISION SOUTHEASToo , PHA E 2 J a A IRACT OF LAND LOCATED IN NORTHWEST 1/4, SECTION 30, TOWNSHIP 2 SOUTH, - SUNDANC RANGE 6 EAST, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SPRINGS Te SUBDMSI N c. ----- SOUTHER - LANDOWNER:SUNDANCE SPRINGS DEVELOPMENT,L.L.0 POTTER CLINTON DEVELOPMENT,INC..ADMINISTRATIVE MEMBER 4135 VALLEY COMMONS DR.SURE A BOZEMAN,MT 59715 _ loz -� RECORD DRAWING vi c 1� r - U N NOnm Ir109 K K PHASE 1 I M � 24 19 T2S NN L - _- � - - -- - - -- -- -- - -- - --_ - - -- - 1467 ----- - - - - -- - 25 30 - n \\\ I ILOT 101 IOi 96 L01 95 LOT 94 TE LOCA TION MAP L. RT9) 5 3 SCALE I" = 400 lLF. °'10° toT 9a LOT 91LOT (�O OT 99 LOT 105 c�9 P\,� ,1zr LOT 12 LOT tze LOT 92 I chi^ Q�PO — / �w s LOT lob �O 1_011v \tl. / / LOT 12) LOT 10 I LOT to) �p /%/ / t � ° . LOT 90 I _ °T,2b a SHEET N0. DRAWING N0. TITLE ° 2 �/ 1 / / m LOT 120 � �/ LOT 129 � IUI b9 I GENERAL 0�1. 1 G-1 COVER SHEET LOT la LOT la1 2 G-2 GENERAL LEGEND O,10 LOT n9 LOT III f ,,I L // �\ I 3 G-31 GENERAL ABBREVIATIONS AND NOTES Lo,la4\\ LOT Lu l li � � `\ LOT u, 1 0 I' _- LOT n o SANITARY SEWER WATER & ROAD IMPROVEMENTS °'I° SEARLOT b III 4 I I I � I LOT tas ROCKING C) 1 I o 4 S-1 SANITARY SEWER IMPROVEMENTS l - to 1 I g W-i WATER IMPROVEMENTS LOT"x 1 1 LOT I, I Q a o o W 6 P-1 ROAD IMPROVEMENTS I -- _. l I LOT Lw LOT IT' \ 7 C—I NASH CR. RE—ALIGNMENT I 1 1 .oT ue LOT II LOT n ' IB C-2 NASH CR. RE—ALIGNMENT `— LOT ax °' a \ - � 1 11 LOT u1 LOT ua 11 9 E-1 GRADING/DRAINAGE SHEET LOT n _ C o,114 1 LOT'.a ~ a 10 D-1 DETAIL SHEET --- — \ L �'lY`f� p115 I I OT ao Q Q LOT zl LOT zz — — _ f/ _ I�°T 1 = O LOT 29 T /) LOT a9 LU,40 I LOT 20 LOi N LCr as LOT Jb OT a L.J9 / I I O LOT 29 �� LOT bl \ /LOT 19 LOT 82 'IUI ., tOT 2) f ! Z \, /LOT 1b d1J 9 O Loi xb � , Y 13 aQ(�y Op I /Q' /LIT 11 J= W/ ruG� / W t.T III LOT se O _ I _ LOT 24 \ �p LOT 1. / _ / ( m (� LOT S> N LOT 5r/ d (n W COMM LOT 2 lm Is -/Lo,56 / / N A Ln O _° for H SU1 \DIL 1- f LOT ss or bb I L / U Oi b T 1J OT II \ - cr CL IOT 4 °,,° UT EAST , .1N o, Z ,,1j�MORRISON f �\ I o e w CI1MMERLE iK. °,2 \ 9 LOT 5a U (DUALITY ASSURANCE / \ \� ° a c� LOI 9 \ LOT sx ° s LOT w LOT s1 ILOT Q Q o)e� M9mger / 1 LOI b / COMM LOT 1 1I � LA,45 \ ° µO.Nead a rKe Mar,99er I// I LOT LOT. - /LOT 10 Oe4� (/1 m °I I LOT 47 P e.w.er II' I i Li 48 LOT 4 — LOT s LOT ! PROJECT NO. 0 pd PriOdptl V� - - 1 -- -- -- --- '- -- -- --1— -- — -- --——-- — -- --._— — — -- -- -- —_— — — --.— __—� -- — - SHEET NUMBER uL ' f 2336.0 .0310 DRAWING NUMBER GOT e 1 Project III: IIJ� 3 m0� ES SL GATE i?o N DDUDLE LINE IJ LE ur RECORD DRAWING �kAL PIPING NU rG - IL EXISTING PIPE (SCREENED) K nww �o BOUNDARY AND/OR PROPERTY LINE 1.LAY PIPE TO UNIFORM GRADE HE IALEN INDII_A_I II f A[ION Da KNIFE GATT POINTS. MINIMUM COVER SHALL BE 6' 0'LINI FS,1'"HI ROSE NEW PIPE rc �a FENCE LINE SHOWN. EXISTING PIPE TO BE ABANDONED —T -- BUTTERFLY ���o oo 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHA'.I COLRE SPOND pT� x x x x x X EXISTING PIPE TO BE REMOVED 0'0 GLOBE - ---- EASEMENT LINE TO ADJACENT STRAIGHT RUN OF PIPE, UNLk55❑': !WSE WELDED JOINT --Il BALL (:MU PLAN INDICATED. TYPE OF JOINT AND FITTING MARK `IAI_,. BE A SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT li.lII 0( PIPE �- GROOVED END JOINT- FLE%IBLC SEVIE ©ALL J 1' /SEAT PORT 3. LOCATION AND NUMBER OF PIPE HANGERS AN)I'LL SUPPORTS GROOVED END JOINT - RIGID —ilk ECCENTRIC PLUG W/REOUIRCJ moo CMU SECTION —' -—-— CENTERLINE (?) SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT RI OUIREMEN TS -c- T - SHALL BE DETERMINED IN THE FIELD AND AP:'I D BY THE SEAT LOCATION _ ET BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM 10AC'ING SHALL -$- FLANGED JOINT PLUG OR COCK -F DRINKING FOUNTAIN BE AS SPECIFIED. —r:,1— FULL PORT PLUG H- EMERGENCY EYE WASH - - MECHANICAL JOINT •'.h: Tr ldIE'I --INK ROAD (EDGE OF EXISTING PAVEMENT) 4. APPROPRIATE STANDARD WALL PIPE DETAIL SIIA(l 'IF USEDEIV —Ib� NEE DLF - YFTAI STUD WALL PI AN WHEREVER PIPING PASSES FROM A STRUCTURE TO HACKILL. _ DIAPHRAGM - JW_R E - YUB&SPIGOT JOINT - — — -( EXISTING CULVERT (RUBBER CASKET PUSH-ON) --- ,NK 5. ALL FLE%ISLE CONNECTORS OR FLANGED COJPL N;.ADAPTERS SHALL ---•ate PNCH p HORIZONTAL/VERTICAL CONTROL POINT BE PROVIDED WITH THRUST TIES,BLOCKS OR er;CHOHS.UNLESS (a BAIL JOINT N- SWING CHECK ,nFFTY SHOWER u OTHERWISE NOTED. THRUST PROTECTION SHAH [11 ADEQUATE FOR SERVICE SINK TEST PRESSURES SPECIFIED. 141 FLANGE COUPLING ADAPTER �" DOUBLE DISK CHECK hl WATER CLOSET LXAMF'U� CONTROL POINT —�� BALL CHECK (•I' LATER HEATER _ I•-6. SYMBOLS.LEGENDS,AND PIPE USE IDENTIF ICIIIJFI'_;SHOWN __ FLEXIBLE COUPLING —� HOSE VAL Vf WASH STATION FIXNRE LEGEND { COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT DIE DRAMr;S, WHFREVFR URINAL MASONRY VENEER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS A.RF NOT FLEXIBLE COUPLING WITH —� NON FREEZE HOSE VALVE ,+�II!v r:nD'yLI N0.IN ECI T'A'I'I o X= FREEZE IN SPECS N NECESSARILY USED IN THE PROJECT. �� THRUST TIES g �B_1 BORING LOCATION AND NUMBER. SEE —Q�� NON FREEZE HOSE VALVE WITH HOSE RACK 1. SPECS FOR BORING LOGS. 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWNGS. -EIWA -0 - SIEEL BELLOWS X = NO. IN SPECS E%PANSION JOINT ..32+00 SURVEY HUB AND TACK WITH STATION ALL BURIED PIPING SPECIFIED TO BE PRESSURE. TLSL D,EXCEPT a- SAMPLE GYPSUM WALL BOARD WELDED,GROOVED END OR SCREWED PIPING, SIAII BF 'LASTOMER BET',OWS o PROVIDED WITH THRUST PROTECTION AT All DDe C11ON EXPANSION JOINT MUD t7 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED.SEE IIRU`il OF"AILS AND Ir rl!•r.I �,. II",-I_ FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. - p+- ELBOW UP PRESSURE RELIEF z BENCHMARK LOCATION AND NUMBER OR I BE THE Q AIR AND/OR VACUUM REU ASF Pl C10 'NS.J'.A II)N S EASEMENT CORNER REBAR 8.WHERE A GROOVED END COUPLING IS SHOWN,11 SF•A', ELBOW DOWN LLB I Ir Im I `I.I RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. 'WHERE A C+ �-RFGUI ATED SIDE O POINT OF INTERSECTION, SET 5(8% 18" FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE WFmm REBAR W/L.S. CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. ��..--- TEE UP PRESSURE CONTROL I,r In RATT INSULATION P_3 PIEZOMETfR LOCATION AND NUMBER MULTI-PORT VALVE m 9. VALVE BOXES REQUIRED FOR ALL 'JAL FEE DO VES IN A H.IRICD SERVICE. FWN - AS VALVE SHOWN FOR OTHER VALVE �� a N X 1000 EXISTING GRADE 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ES, APPROPRIATE VAI VF SYMBOL SHOWN APPROXIMATE. PROVIDE ALI. UNIONS NECESSARY 10'ACEITATE a-�1-`- -) � LATERAL UP ARROWS INDICATE FLOW PATTERN. SEA[ PORTS q ®1000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANIC'A_EQUIPMENT. (_-¶-�I _D ARE IMPLIED BY INDICATED FLOW PATTERN. _r LATERAO SOLENOID PLYWOOD L DWN 11, THE CONTRACTOR FOR THIS CONTRACT IS RF SPONSIHLE FOR 6� IE U 42.6 ELEVATION ORIGINAL GROUND /-� h'-' 2 THE COORDINATING AND PERFORMING THE CON^T=GLOW OF THE .. PIPING AND ASSOCIATED APPURTENANCES INYTA,.IFJ TINDER THIS CONCENTRIC REDUCER '8 " : G EDGE OF TREES. BRUSH CONTRACT TO BOIH THE EXISTING PIPING AND I A.LITIES AND SILL O THE WOR K OF OTHER CONTRACTORS AS N)7ED � q__�t= _ - ECCENTRIC REDUCER may_ STRAINER ~( �a.xT 2" EXISTING TREE W/APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR AL. ILA'PIPE L_B_ - �l J THAT IS TO CONNECT TO AN LXISLING PIPL R SI �LRE, { �I�- UNION SIGHT CLASS w M d BUSH THE CONTRACTOR SHALL E'.<POSE DIE FYISTIN(1 11 OR ___.1v+_- FLEXIBLE(ELASTOMER)PIPE CONNECTION BLIND FLANGE O Q WOOD, ROUST• cON TINUOUS STRUCTURE TO VERIFY ITS FxaC7 IOCAt Ov :I_T, M9rER1AL5. - --il ` AND INVERT ELEVATIONS GAUGE WITH COCK NEW TREE AS SPECIFIED - —Q PI UL � CAP 4 THERMOMETER O E� -WOOD, ROUGH NON-CONTINUOUS a a-v SIGN, ONE POST OR TWO POST T I�--ry�7� ANCHOR ROTAMFTFR F]I�Un ® EXISTING MANHOLE ' �' � � I 1 NEW MANHOLE XA P ELBOW 90 DEGREE 1 A I--� GALVANIC ANODE _ WO�, FINISHED 16.� - - 16"RW - XX , AIR SET - EXISTING UTILITY OR TELEPHONE POLE _ CROSS XX=SUPPLY PRESSURE - PS,!, o pS TYPICAL INSTRUMENT SYMBOL NEW UTILITY OR TELEPHONE POLE PIPE. USE FLOW STINGS IDFN FI i ,lr I T. -EGECIF A TEE P6_1_p (SEE &C LEGEND) GROUND SURFACE DWG.C-3. SEE PI�1NG SCHEDI)I�IL. Fi IF SPCCIF ICAT10N5. Y r r _ l --DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER ��fL f WATER BLOW OFF VALV I:•. I' _-:�II .I o w a w -� J6 ELBOW 45 DEGREE o .�y 3 ,.I PCOUSTI('nl TILE v ✓CREEK/RIVER W/DIRECTION OF FLOW P I, i /a(y FIRE HYDRANT _-� i� EXISTING CONTOUR ���IU4, �4a��J'- LATERAL -\_� CATHODIC PROTECTION TEST STA110k a m 1000 xk -�� CATHODIC PROTECTION ANODE .I.I 1r CONTROL VALVES: cv DF ALrI ION h F ACTN ��1000h NEW CONTOUR - III ',A1 F. AS �— ER Q 11 J'7lIJ ON P&10s, - :'. INACTIVE EXISTING STRUCTURE TO BE REMOVED ' -�Ip- FLOW HRI(iION 1. ONLY FLANGED END CONNECTIONS ARE SHOWN NERF FOR DOUBLE 0 - INOK;hTES PAIR OF DOORS I-VALVE 'H .,S VARIABLE NOTES--SYM801 LINE FHTINGS, FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING EL.N� PLAN VIEW F SPECIFICATIONS. :i•OI: NUMBER EXISTING STRUCTURE ' MANUAL VALVES: O 2, SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC O SLUIC: (n ONLY.REFER TO WINDOW TYPE EXISTING A.C. PAVEMENT ' CONNEC110NS FOR ISINGLEPLINIEI PIIPE AND FFIITINGSFIC END Try A24 DWG. NO. WINDOW III BUTTER -- FI EV. OCCURS ON �8"-V4O0 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LICH i-LINED AND/OR IIIJI NEW A C. PAVEMENT • SIZE OF VANE J SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND L_ EQUIPMENT IS SHOWN HEAVY LINED. I"I 'ROOM NUMBER VALVE DESIGNA TION� FLAP _ I ::, �✓_ W GRAVEL SURFACE VALVE TYPE, SEE 4 DRAWINGS. PIPING MAY BE SHOWN DASHED ON MECHANICAL L w 'I"' INDICATOR SPECIFICATIONS-- m $HCAFi CONCRETE WALK • (� ACCESS Al [ . III 0 FABRICATES ',..I L Z 00 - I• • • • •"•"•"• LIMITS OF TOPSOIL AND SEEDING MEETA.(R HINGE SIDE: SIDE W'r.[HC LINES N 1, STANDARD SYMBOLS AND ABBRE VIATI O'JS ;;u-� SFIOWN ON \ MEET (RIGHT SIDE ON SYMBOL) Ty STANDARD LEGEND SHEETS. 111FREF ORE. SOrf 1. `iYMDOIS rn IT= EXISTING EMBANKMENT- OR ABBREVIATIONS SHOWN ON THE STAN]AtiII IEGENbS 3.1 SLOPE AS NOTED ` MAY NOT BE SHOWN ON THE PLANS. ILL- II II C/0 y ✓r•".I I FIRE EXTINGUISHER p,l'I f •' vI "X' = NUMBER IN SPECS NEW EMBANKMENT OR CUT SLOPE. w 31 ON DRAWING WHERE SECTION O FEXT-'X' SLOPE AS NOTED ' SECTION (LETTER) OR OR DETAIL IS TAKEN: DETAIL (NUMERAL) � r- DESIGNATION A DRAWING NUMBER Z a X:X HORIZONTAL DISTANCE VERTICAL DISTANCE Tx X WHERE SH..I.ti'1 �i RIPRAP - N N ON DRAWING WHERE SECTION N Z OR DETAIL IS SHOWN S NOTES, DRAWING NUMBER DRAWING NUMBER 5)l a WHERE TAKEN (OR SAME DRAWING)--v 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. - - ffOR-AWING 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES AREOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE .040.0310 WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- NUMBER URES ARE SHOWN IN HEAVY LINE WEIGHTS. STANDARD DETAIL NUMBER xXxXX lSTANDARD DE DIi ESIGNDAT103 NUMBER AT END OF DRAWINGS G-2 s Tn al:r. moo ABBREVIATIONS GENERAL NOTES �-zo I_ 0o �oN �< AB ANCHOR BOLT FB FLAT BAR, FACE BRICK 1. All construction work on this project shall be completed in o ABDN ABANDON FC FLEXIBLE COUPLING PL PLATE, PROPERTY LINE accordance with Montana Public Works Standard Specifications, Fourth Edition, January, y,ABV ABOVE FCA FLANGE COUPLING ADAPTER PLYWD PLYWOOD y, 1996 with May, 1997 C.O.B. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PMP PLANT MONITORING PANEL Modifications to MPW and Addendums NO.1 & NO.2 to C.O.B. PNL PANEL Modifications dated February, 1998 & March, 2000 and these ADDL ADDITIONAL FDN FOUNDATION Y' w PRCST PRECAST Contract Documents. =Q' a ADJ ADJACENT, ADJUST FES FLARED END SECTION 2 m ADPTR ADAPTER FET FLARED END TERMINAL PREFAB PREFABRICATED -Q AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PRELIM PRELIMINARY 2. The Contractor shall restore all roadway surfaces to equal, or fJ better condition than existed prior to excavation and determined mw AHR ANCHOR FF FINISHED FLOOR PREP PREPARE, PREPARATION P P s. PROP PROPERTY by Owner and the Engineer. z ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE `4* PR A ALTERNATE F FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT 3. The location, depth and size of existing utilities shown on these ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FLL FLOOR, FLOW plans is approximate. The Contractor shall verify the existence, APPROX APPROXIMATE FLEX FLEXIBLE PT POINT, POINT OF TANGENCY location, depth and size of the utilities prior to construction. APVD APPROVED FLG FLANGE PVC POLYVINYL CHLORIDE The Contractor shall be solely responsible for any damage to m PVMT PAVEMENT the existing facilities due to failure to locate or properly ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE 9 pro erl provide ASPH ASPHALT FIN. FINISH RAD RADIUS proper protection when location is known. RC REINFORCED CONCRETE AVG AVERAGE FLR FLOOR — ® AT FOG FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE 4. A list of representatives to contact for information regarding BD BOARD FR RD ROAD, ROOF DRAIN P FIBERGLASS REINFORCED PLASTIC facilities is as follows: BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL RDCR REDUCER o REBAR REINFORCEMENT BAR Montana One Coll System Dispatcher 1-800-424-5555 REF REFERENCE BETW BETWEEN FT FOOT, FEET R P BE BOTTOM FACE FTG FOOTING, FITTING Montana Power Co. Chuck Busta 582-4612 n REINF REINFORCE TOCoblevision 1-800-316-9644 BLDG BUILDING F TO F FACE TO FACE uI BLK BLOCK GA GAGE, GAUGE RELOC RELOCATE, RELOCATION US WEST(including Fiber Optics) 585-2350 $' 1B REOD REQUIRED CLW BELOW GAL GALLON RST REINFORCING STEEL M BEAM, BENCHMARK GALV GALVANIZED ' TT BOT BOTTOM GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY 5. All asphalt, concrete curbs and sidewalks shall be saw cut or z BRG BEARING GND GROUND SAN SANITARY neatly cut by method approved by the Engineer. BRKT BRACKET GRTG GRATING SCHED SCHEDULE v+ CHAN CHANNEL CSKT GASKET SDWK SIDEWAI K 6. Maintain 11' horizontal and 18" vertical separation between mow m SECT SECTION water mains and all sanitaryi CHK CHECK GSP GALVANIZED STEEL PIPE SHT SHEET sewer mains. Cl CAST IRON GVL GRAVEL - cw-i n i CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD Sim SIMILAR 7 All valves shall bit inSt011ed with thrust protection, in w '^ CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLIP .SLOPE accordance with C.O.B. modifications and C.O.B.ectidetail ?718-1. CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SIP SPACE, SPACED SPEC SPECIFICATION CIRC CIRCULAR HD HUB DRAIN SPO ACING B. All fire hydrants shall be installed in accordance with C.0.8.CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE J� Z& CL CENTER LINE HDR HEADER SPIRT SUPPORT details 2718-3, 2718-4, and these plans. ^-� CLDI CEMENT LINED DUCTILE IRON HK HOOK SQ SQUARE o 6 CLG CEILING HM HOLLOW METAL SO FT SQUARE FOOT 9. All fittings including bends greater than 11-1/4 d � degrees, tees � CLR SO IN SQUARE INCH CLEAR, CLEARANCE HORIZ HORIZONTAL SST and plugs shall be thrust protected in conformance with C.O.B. STAINLESS STEEL 1-,--1 CMP CORRUGATED METAL PIPE HP HORSEPOWER modifications and MPW detail 2713-1. CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR SS SANITARY SEWER w a CO CITY OF STD STANDARD Y BOZEMAN HV HOSE VALVE T HT HEIGHT, HEAT TRACE STD STATION COB CITY OF 1O. Datum used is the USGS datum. Conversion to Cit of � g 888 a COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER Bozeman Datum USGS-15.44' �v COMB COMBINATION HWY HIGHWAY STL STEEL F GONG CONCRETE OR CONCENTRIC HYD HYDRANT STRUCT STRUCTURE 11. Sewer service stubs shall be 4" and be installed as shown on �,--„--, CONN CONNECT, CONNECTION ID INSIDE DIAMETER SYM SYMMETRICAL these plans and extended 6' into lot. See C.O.B. STD. DWG. NO CONSTR CONSTRUCTION IF INSIDE FACE T&B TOP AND BOTTOM 02724-1. TB THRUST BLOCK CONT CONTINUE, CONTINUED, CONTINUOUS IN. INCH TBC TOP BACK OF CURB 12. Water service stubs shall be 3 CON TR CONTRACTOR INFL INFLUENT 4" and be installed as shown on/ COORD COORDINATE INSTIL INSTALL, INSTALLATION TF TOP FACE these plans and extended 6' into the lot. See C.O.B. STD. TEMP TEMPORARY, TEMPERATURE DWG. NO. 02719-1 0 CORR CORRUGATED INSTR INSTRUMENT o CP CONTROL PANEL INSUL INSULATE THK THICK o CPLC COUPLING TNT INTERIOR THRU THROUGH 13. The pipe grades shown are calculated from actual distances C TO C CENTER TO CENTER INVT INVERT T.O. TOP OF between invert in and invert out to illustrate actual slope. m Mo TOG TOP OF CONCRETE, TOP OF CURB CTR CENTER JB JUNCTION BOX Measurement and payment shall be per specification. (Center of _ o w CTSK COUNTERSINK JST JOIST TST TOP OF STEEL manhole to center of manhole). CU CUBIC JT JOINT TW TOP OF WALL a m n CU FT CUBIC FEET L ANGLE TYP TYPICAL , UBC UNIFORM BUILDING CODE 14. The contractor shall place crushed stone base course, CU IN CUBIC INCH LEIS POUNDS UG UNDERGROUND compacted to thickness specified, under all sidewalk. See Q CULV CULVERT LF LINEAR FEET C.O.B. STD. DWG. NO. 02729-11. Cu YD CUBIC YARD LNTL LINTEL ULT ULTIMATE C) F D DRAIN LONG LONGITUDINAL UTIL UTILITY c`VOLT V VALVE, 15. The contractor shall adjust all valve boxes, curb boxes, Z W d PENNY(NAIL SIZE) LP LOCAL PANEL. monument boxes, and manholes to final grade upon completion O DIBA DEFORMED BAR ANCHOR LR LONG RADIUS VB VALVE BOX of all construction. Any boxes or manholes damaged or x VERT VERTICAL otherwise disturbed b the contractor, or an subcontractor, H OBL DOUBLE LVL LEVEL Y Y DET DETAIL LVR LOUVER VOL VOLUME shall be repaired at the expense of the contractor. vT DI DUCTILE IRON, DRAIN INLET MAIL MATERIAL VRFY VERIFY VTR VENT THROUGH ROOF 16 All water main shall be laid with a minimum of 6.5 cover from CA C O DIA DIAMETER MAX MAXIMUM . ' l DIAG DIAGONAL ME MACHINE BOLT W WIO finished grade or insulated with extruded polystyrene. All water C) z DIM DIMENSION MCC MOTOR CONTROL CENTER WOODD main, including fittings and valve boxes, shall be wrapped with h-I ;;H44 DIMJ DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL W/ WITH W/0 NITHOU' polyethylene encasements.DIR '-+ ON DIRECTION MECH MECHANICALWIL WATERLINE 17. All backfill for utilitytrenches shall be Type "A", utilizingType 1 O ON DOWN MFD MANUFACTURED WM WIRE MESH, WATER MAIN bedding unless direted otherwise b Engineer.i F DR DOOR MFR MANUFACTURE. MANUFACTURER 9 Y0 DWG DRAWING MH MANHOLE WS WATERSTOP, WATER SURFACE EA EACH MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL 18, Sidewalk, 5' widq z 4" thick, shall be constructed along all I EF EACH FACE, EXHAUST FAN MISC MISCELLANEOUS WT WEIGHT streets unless o9 erwise shown on the plans. The back of walk CA W o EL, ELEV ELEVATION MJ MECHANICAL JOINT W'TR WATER shall be 1' inside the R.O.W. C/) 94 WV WATER VALVE o ELB ELBOW N WWF WELDED WIRE FABRIC NO] IN CONTRACT HA 19. For oil elevations depicted less than four 4 whole digits, add ENCL ENCLOSE NOM NOMINAL � ELEC ELECTRIC, ELECTRICAL NOO NUMBER WWM WELDED`IRE MESH P 9 n ENGR ENGINEER NTS N07 TO SCALE XFMR TRANSFORMER 4900 feet. is. XXX.xx + 4900' (USGS Datum) In EP EDGE OF PAVEMENT OC ON CENTER YD YARD CA �yy EQL EQUAL. EQUALLY OD OUTSIDE DIAMETER NOTE: EQL SP EQUALLY SPACED OF OUTSIDE FACE U C7 rn 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR a EQUIP EQUIPMENT CHIP OVERHEAD POWER EOUIV EQUIVALENT OPNG OPENING USE ON DRAWINGS AND TEXT", PUBLISHED BY THE (ANSI) Z EW EACH WAY P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. Q /rn EXC EXCAVATE PC POINT OF CURVE OR CONTACT THE ENGINEER. Z EXH EXHAUST PCP PLANT CONTROL PANEL W g 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT n1 a EXP EXPANSION PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. CA o EXP JT EXPANSION JOINT PEN PENETRATION caj EXST EXISTING PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS j EXT EXTENSION, EXTERIOR PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE PROJECT N0. 1O F FLANGE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. 2336,016,040.0310 FAB FABRICATE PJF PREMOLDED JOINT FILLER RECORD DRAWING SHEET 3UMBER n N DRAWING NUMBER 2 G-3 I I I mw° SCALES: I I �. ', z-o NOTE: CONTRACTOR SHALL HAVE 1"=5' V CITY OF BOZEMAN C.O.B., AT THE CONTRACTOR'STELEVISE ALL LOT OPEN SPACE MAIN EXPENSE. UPON COMPLETION OF+ALL LOT INFRASTRUCTURE AND BACKFILL 1 1 (PRpP�Nq H WORK AND CORRECT ANY 2 LOT S DEFICIENCIES FOUND. 20' TRAIL EXST. 34 LF OF 3 SPRIVG EASEMENT 8" SDR-35 PVC CR ff$ W/8" END CAP. SLOPE=0.9419 �INSTALL SADDLES ON INV.=4987.27 EXISTING 8" SEWER & EXTEND 4" SERVICES EXST. SSMH #40 LOT STA 1+76.67/+84.17 6' BEYOND R W. EXST. 0.62' ADJ STA 3+96.67/4+04.17 L-', JOINT SERVICE TRENCH DETAIL _ RINGS 8 4' INSTALL SA ES ON p-1 SCALE N.T.S. I EXISTING SEWER I I I w & EXTEN 4" SERVICES 6' BEYO D R/W. OPEN Sr)Nq Sh SPRANG STA 6+ 7.81/7+05.31/ I I I I o SPACE C8 C - STA 9+1 .14/9+24.64 zo -. LOT Rff INSTALL YES ON 5 NEW 8" EWER & PROPERTY OWNER I - / 5 EXTEND SERVICES LOT LOT I I \ LOT LOT LOT 6' BEYON R W. 9 10 ASSOC. OPEN SPA E EXST. SSMH #39 \-\; 6 EXST. 0.54' ADJ. � y EXST. SSMH #42 7 8 $, RINGS ng \ EXST. 0.61' ADJ. - S 28 l I I I W RINGS J W LOT \ FIELD BORE & -g STA 15+93.73 IRA ST..= WNp� a i Q 62 �\ GROUT INVERT <� +,^; STA 10+02.78 MORNING SUN DR a y. / STA 0+50.20 \ 10, P.0 EXST. 4" SERVICE LOT \ I b 167* QSTA 1+98.37 LOT EXST. 4" SERVICE 64 �8 \ IVE f MORNING PP.UE N DR STA 36+43.99 PEACE PIPE DR. STA 3+08.37 EXST. SSMH #41 r R-\. SSMH N42A 8 SSMH yy426 t I w m o STA 0+00 MORNING SUN DR. EXST. 4" SERVICE EXST. 0.63' ADJ 8 - ` O ^ / RINGS SiA +17.36 �8 I EXST 4" SERNCE 1 I /-- b STA 4+18.37" LOT LOT OPEN LOT LL a I I 0� £ I LOT EXST. 4 SERVICE 65 O SPACE 50 oN _�I I I I I 61 =� FIT LOT q 0 0 5020 J 5020 a - o a m a o mo < I O 1 U a o m o w - 5015 5015 Y a 5010 W z o - a 5010 W O FIN1 ED-� G AGEI�- ak „v'1a - -125. 2 LS EXISTING _ 50 o +,11 OZ5005 0.6 9 wII ci -- � o• m u xi 5000 C] 3 5000 v w w _ Q 10 SQR-35 PVC 5 - a o :I / m AT A Sl PE OF b ! 0.953% W 4995 N m 4995 I _ o0 O> > r1 WWa • 4990 N v 4990 ? 6- O Z a <? z- -- -- 4985 w 4985 INV-OUT- 4986.85 II - > - _ _ N PROJECT N0. j 4980 : - - 4980 2336.016.040.0310 SHEET NUMBER Ir N O M O� Ol O� O O O N N N N N O O O O O O N 4 p O O O O O O O O O O O N O O O O O O O DRAWIN G NUMBER o 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 4 INUTt �I .;i i'r i_i'r r�ULEMHIV —�ALES e?E. a IA'1f) a4l)r I E V 'OPEN JPHC,t ALL WATER SERVICES TO i -5, iP FLryATc_�v �� s�,)�� INJTALLLU W/ A MINIMUM 6,t' 1"-5' \/ T L LOT \ BURY. INCLUDING DITCH SECTION. 1 - 0 \ _ II "" ALL CURB BO � � 20' TRAIL_FROEXISTINC A" EASEMENT IIWATER IT'A:AI,5T"6 - INSTALL CURB BOX FROM EXISTING WATER MAIN 6 3' / +` e.9 �7 EYOND R.O.W. `\ JOINT SERVICE TRENCH DETAIL LOT ^�-� �-�`\ _ - 1,-I SCALE N.T.S. OPEN y y� � v SPACE _ • v o IT �8 5 wo.,' u PROPERTY'\nWNERS Lr_) / LOT ASSOC. OPEN} SPAI"E 7 I ��I LOT T Al a \ I /ioa3a1iDU 10 i/�I\Q/\/r J.`♦�I 4�/�l'/1.—1/ip/I—--.-II. -/p_��}I!�Q l-(�/tiZ-�-/-�+�-/�p{I---R-----L}1iIO--\T P g e ,`�—\---,-—�--------.�_t�IIli--�- _o�+I—------.---I�I -- --`�yA---�O'--I�-` --- _--—_--•IiII!n�-l( _—�mi II�ia-4a�--_-�- __II!_ —--b�ii♦II ,�--------1r1I!I �---�0--' �_7"�—♦II 8 62 ICCr/ l i1iL T CIIN DRIVE $ LOT �� _—♦j I II I,_c� 64 r8/ LOT^ SPACE LOT {ib ~ 1 SO 1' 61 lLOT 65 LOT 60 49 5020 , 50 _- I III QWdWz�� II�1C0Lc_a�P"- �I o�WzZso 5010 FINI�HED q GdADE 0ExISTIN, `� 5UU5 GROUND bout, z t5000 5000 > n4& 3d<sz ma 4995 — 995 94 4990 4990 z z 4985 4985 1-4 4980 4980 RO 2336.016-U40.03 , 1-= U-- p m I w--- - - r` G V �� n _ y �� SNEE! NUMBER 10 (O o Of O O .V N (V N - N d ul f <O (0 (D 1 00 O N S M 01 o of O O O O O O O _ O G O O O p O O O O M 6 .T Qi O O O - O p - O O p G O G O O O C G DRAWING NUMBER N a{ Y O i(] �fl `_ -1 o+oo 1 +oo 1+00 3+00 a+no 54-on �,��o 7+00 s+oo 9+00 10+00 11+00 12+00 �l�l 3p - � SCALES: mg 1`50' H I - CITY OF BOZEMAN 1 v I z_� N � N a �o OPEN SPACE � � � ���z o� > yjJp LOT LOT 2 REMOVE E STING �p 1 SAWCUT AND REMOVE REMOVE STD. C.O.B. ROp� {X2133/Vl EAST CUL RT. PLUG N EXISTING PAVEMENT g810-2 BARRICADE AND GRO T OPENING. SAL VAG TO OWNER. LOT SpR�N\ - 20' TRAIL CREEk / ti/ _ EASEMENT �� ASPHALT TRANSITION DET L 0~( 08'30'46" D-1 scut N.T.S. R - 150.00 / = 22.29 \ (EkS _ \ STA 0+00. NING SUN LOT '�NASH m STA 36+43.92 PEA E _ LOT \ LOT o Jo'p >8 5 — �-- SA UT AND REMOVE I o \ \ El NG PAVEMENT - z / L0I \ N z \ 6 STA -12+00-STA 9+65 LOOT \ LOT LOT Z Z y' \ (4) OVERLAY DETAIL 8 \ 9 10 ASSOC.O OPETY ON PACE 11 O I \ D-1 scu[xss. . ARE E1VE STD. C.O.B. 9810-2 ARRICADE 1 7"R NIS SUN a _ S7A 15+93.73 GRAFIST.- SOUTH \ = 32'11'25" R = 150..000.00 R = 300.00 L �-38�05 ~ _ 111 w z z LOT 1p'p U E REMOVE EXIS N 24 OF a w \ L S1ft8.55i EAST/WEST 1 " CUL Ril 6 2 8 ---- A�7D-STORM-Dd IN. _ °�" \ SALVAGE TO O E I LOT INSTALL 6' F.E. 0 NOIR TH 5n R OPEN \ �� 63 �� 5-1 .� \ U SPACE Q 41 OVERLAY DETAIL Q D-1 scus N.T.S. ` r 10_ Sr-10- K v - Q LOT x rg / Q 64 OPEN 5 ASP ALT TRANSITION DETA� g I, / LOT `` SPACE D-1 = .,.s. � 25'R I I LOT LOT �` 65 % Q �$$+ LOT n STA 12+ 3.93 M rlNc SUN / 61 L O T 5O orylIF I STA 36—I QT49.48 GOIDENSTEIN G G -- rn 110.00' VC PW STA = 11+00 voi o0 PVI ELEV 5010.43 n m II 5020 5020 A.D. 186 > I o a a o K 1 2.713 7w m m o 0 0 0 > a o u < a o m n 5015 - _--_ f w 5015 u — -- — - — > 6 2 00 o m w m z63 N z M V Q �M rrj > Q � o > a Lv 5010 5010 = O -- -- - - - -- it z a ;- FINI SHED G ADE c O v W o N a n EXISTING 445 — z 5005 " _ _ 5005 z O J F W - - O (n la1 H a _ - - - a a. o afi Z w a 5000 - l' _ _ - _ -_ Z J - N 5000 p > O N Oo �// - --- -- m V N Z N 0O Cn o < (J \'0 4995 / ++ o r ! 4995 o o z ---- - --- a Z 0 O N I rn z � rn < CL s 0 4990 4990 N n W J 1JL_ j Z Q W E E a U z Q a m 4985 o M zo - - - 4985 0 w z o+o O m o aa� Q N N Z PROJECT NO- i 4980 _ I 4980 2336.016,0400310 ,tea nm oa �T na �Ol a 00, as Ol �N �v �,O NO, MM �� �m MO m0) ma �t0 SHEET NUMBER / a a n a .m 0 m �N �n .m `".N .m n o �� �n N rn n �n n o M Otm mom' mo oi 00 00 00 O� Op Op ON ON ON OM O°� O� OD op oo Ol op oQ op o� O NM 6 co Oo oo �O oo oo oO o0 00 'O 'O NO �o DO �O o0 �O �O �O �O �O �O DRAWING NUMBER as as as N� N� N� N �N N ON �J) N N itl Jl N �� N i(1 N - - - - - P-1 0+00 1 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 I ll' � ,• •xI-'�_ - / '. I O I \ \ - CROSSIN¢ i ttEMP # g I WNERS SPACE LOT 6 ,- �N r 1 CURRENT FEMA 100 YR OOD BN4\� \ \ Lnrr 1 O (PENDING(CURRENT) FL00[�LAN REVISION) �. 'per e �_ o - - �� _ _ LOT T WT -� LOT 5 o� SEE• -- �E-t l! -_ �l �,�" '�,, o _ v- L� / •6 �� -- - - - - — N_ 56 —LLL-) _ s• 1 _ Cl LOWgOW c FI LO 2 '�Ck LOT 1 STA 4 18 C. SEE DE TAy�' \\� ` �..F I w o w m GRADE CONTROL SECTI N: - gTi z�Z 12" DEPTH- GRADE CONTROL MA 'L L. FLOOD CH NNEL lll\ i - wILL, z TO 3' MIN ABOVE FLOOD CHAN L SEE ETAIL C- -� / -- - 1 C2 o CITY OF ZEMAN o Est g OPEN SP CE O I 1 PROPOSED FEMA / 1 YR FLOODPLAIN 41, O�d3y a J/ 1 V A ­0 _ NASH-SPRING JRK RE- ALIGNM'T `.,01510 - -tt - •-- - ---- - - - -_ - - 501_0 p005 i%Em X� 1,_ ENS z - - - z � AN•EL - U 4995fk­ 4990 N _ - N — - - -- - Lu -. __._ - - 4585 w 4985 _ _ _ - I}( _ _ - - 3 — — - U - - z - - - - - - - Z 4980 - -- -_ Z - W i _ r PROJECT N0. „ 2336.016.040.0310 40.OJ1 0 4975 SHEETNUMBER `G cN D o 0 �O Lm 0 16OO U NO O 00 O 0 O � O DRAWING NUM ER o N m 6; l 1 1� pO N 3+00 14+00 C-17OOn 0+ 1+00 2+00 3+00 4+00 5+00 6+00 00 8+00 9+00 10+00 11+00 12+0 VIE SOD OR EROSION CONEROL 06W 0 30' TOP OF FROM LOW NEL O KS(L TO I OHHNN_eKc 26 TOP OF R000 CIMNNEL R.wKS(RODS - - SIDES)I DREG ED W ENOINEER. - - PPS I" CiW EL 20' `_ MF:WI O AVER-E%wVniE(TT'DEPTH) _EsIA'MISIMUMGENIER, REPI I WIM CH/JIHR RFD N(L - MATERIRL AS OIRFCTEO BY ENCR. of NP GM a�M� GR TO DRPI4 NELW 2{ ( TO DANN la't MfN ENO�NEERI-- - (SEEMTaBI£ABOVE) 2i WUI) V� ----------------- MA) / / I FLOOD CHANNEL SECTION (TYP.) SCALE: 1 =4 - 1 / MATERIALS SPEFICATIONS: PRIOR TO REDUCTION - ) CHANNEL BED MATERIAL � 0 APPROVED ON-SITE MATERIAL, 4" MINUS, AS DIRECTED BY EDGE OF LDW FLAW - z,,Q E-POOL (TY}' ENC NITR. cwwNEL-wnroHr iO eoiraM ac R000 PWN 4,N o i 2.GRADE CONTROL MATERIAL: _C? _ C_2 'N2 APPIOVED ON-SITE MATERIAL, Noz m gj i7' B" MINUS, AS DIRECTED BY z� CREEK SE ACK Oy \ ENGINt.ER. } n i 3. EI.2.OSION CONTOUR REIAI CONTROL BLANKET: To cweDE c x HIOU!.(;RADABLE EROSION 2•EIEV. now -- CONTROL BLANKET, BON-TERRA ,,,S C`9 COCONUT FIBER GRID, AS C.L BCHANNII MANUFACTURED BY SYNTHETIC i-L L k "JAIL INDUSTRIES INC., OR - - C) !NCI NF ER-APPROVED EQUAL. 7771 i� _ o C-2 2 _ 4. sou RFk 'E ON-SITE GRASSES AND 1 IN PLACE AS DIRECTED e SECWN—12'DEPTH �-� a—OfCONTROL 15� 50.H M.ERP �— '�5, V a GNASH—SPRING CRK RE—ALIGNM'T_ — -4-77 F Y oss f,t - I OPE CONTOUR REEII ELEV DO =LOW FLOW CEMNNEL ELEV. SESEE FITL ER PERPVN— rwr Q 711ILW E oETnuLNIL oN z � O > � > Lu TYPICAL RIFFLE-POOL (PLAN) a g SCALE: 1"=4' U L. PRIOR TO REDUCTION J m z zr _V/--RITSIE SE R POOL SECDON 3 Z o-lO as ensE Flow O=io crs B . ROW I L.I; CR�OE CONTROL SPOOL DEPTH—MPRox.i r DEPTH=WPPROM.0.2' Iz] ! SE"0 2• w w DEPTH of cRrDE U a COMROI WTERIaL -- Ca s• W O\\ m SHEE' NJUEE1 3 1 TYPICAL RIFFLE-POOL (PROFILE) Fj� II H SCALE: 1"=4* -�.w+Nr. PRIOR TO REDUCTION __ C-2 1 TY'P. EXST 5' CONTOUR - � L v 3,ti'i i 1 _ D a� ESTIMATED 100 YR. y FLOODPLAIN (PENDING ` FEMA APPROVAL) L - . CT -Y OF B07FMAN / • • ~ ��� OPEN SPACC �0`�7-0, LOT t Fi-so02.00 LOTN� -5002.00 • } ` 3H SPRING CREEK \ ` FO NASH LOT 1 \• • 5 _ • l' 50 ✓ \ OPEN o i ASP CE T-5ooa.00 9 LOT _ �s l �, LOT l L9T 5°°eoo / EXISITING LOT C� DETENTION �° 6 8 10 ti \ POND I O o ; ii-sooa.so FF-500&oo --o sn iF-son.00 A�OCR 0 EON SNAG �f-5o _ y r Q r �1( v ° LOT � � — —.� Q 63 -, '- •-- -v '' ° MORNING SUN DRIVE . 0 _ ° t o o LOT OPlN 6 r LOl ° •- ° LO ° 65 6T *ACE 50 Q 61� d _ LOT F- H w z x o E~ � O z 0 r jli > as — NOTES TO ARCHITECT AND BUILDER: 1. NOTED MINIMUM FINISHED FLOOR (FF) ELEVATIONS ARE INTENDED TO ILLUSTRATE GRAPHIC SCALE COVENANT COMPLIANCE AND TO SERVE AS A GUIDE FOR GENERAL DRAINAGE PURPOSES ONLY. PLAN GRADING ASSUMES FINISHED GRADE TO BE 1.5 FEET LOWER THAN NOTED �-,•i 120 1. FINISHED FLOOR ELEVATIONS. 0� a 2. THIS PLAN DOES NOT INCORPORATE SPECIFIC BUILDING LAYOUTS, FOUNDATION � V] 4 ( IN FEET) DESIGN OR ANALYSIS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT AND/OR w BUILDER TO UTILIZE THESE MINIMUM ELEVATIONS TOWARD FINAL BUILDING LAYOUT AND I inch = Bo ft. FOUNDATION DESIGN. FINAL POSITION OF LOT ACCESS TO BE DETERMINED DURING (PRIOR TO REDUCTION) SITE PLAN REVIEW BY CITY PLANNING AND BUILDING DEPARTMENTS. Q z FINISHED GRADE V) m CONTOUR INTERVAL: 1 ET 0 gym= IJ'a�aO �Q ~ H W IY� i ="RUSHED m 2' GRAVN 5FF Fan'k LOFL Q' a IT o U _ -Fi !. wGgw z biz w C3 00 0 000 000 00 J - -- oo 000 o_o 0 0� uo 00000 ° o _ 0 0 0 0 0 0 0 00 000 00 0Q) 00p00 000 O00 00 0 (30 OC) 0OO f O O _ 0 � 0 00 0 00 0000FT O° °° ° ° O o ° 0° o ° 0° ° ° 0 0 0° o Q 0 0 °o 0 0 ° °o 0 0°0 °Oo0 �0r40 �° °0OO° °° \J 0 D QO 00°0 0 0 °0 0° °°° 0 0 ° 0 0 0 00 z 00 O° O 0°0 0 0°0 0 ° 0 ° ° ° 0 0 ° 0 0 0— 0 o _ ° 0 o ° 12" 12" d 3" 12" 12" 0 . 0 00 000 00 O °QO O O O OO O O o O O ri) ° � 0 0 ° 43 ° °Q OO o O 0 O OO O 0 O O O D OO O O O '00 O O O 00 O 0 O O m 00 0 O O 00 O O O O O 0 0 O OO O O O O O 00 O 0 � O O a _ O 0 0 O O O p O OO O O O O O - O O:2o 00 p000 0¢ 000000° 0000 O .'. _ 3 O 01 0 Q o 0 0 0 0/00 0 0 0 0° 0 ° 10 0 a o ,° O o_ 0 0 010 / o U p M N1 2 I _