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HomeMy WebLinkAboutKenyon Noble Oak Street Facility KENYON-NOBLE OAK STREET FACILITY - UZ �S CONSTRUCTION IMPROVEMENTS NOVEMBER,2004 o� wpY1p VICINITY MAP ixa33Ni'ja, NOT TO SCALE z o • zmm° J: at ` :o �6 e \ PROJECT LOCATION 1I O'°f"L •a:" -m,a,nl: as ycn c-,w eo•enorosm „-x smm vsicm wlsevn+ s� `"�c�o anrt-,aa .b'a,0err OeNM e•Ll •OIaWr,IVc.) �OR OE1NIar �cu�r_-' - � 1e vrn coMe pziao-, •�-"' w « _- - -_ x•sraw oaw,.Lc, 1r v ,r son x . . - -- - _ aw rw I�ac e�i-�.nxn /�r xv - m.w• s,o,r oa.n m 1e _.;=.>o PATRLCK STREET .`"�•,� ° W g e acv �.mMe V U K aosm,rnn.e�orwn `�sor oartp rcal - r.000• Wow<s�amC wwtd ww_" ( a) m.aorto-a_n z o OUTDOOR z tw wMl am tt�nwsv e--ear-.0 OI'I'N y STORAGE til'A('1; wvrmcre �.ec sr saI-s n� sL ulcra,rn,wc.ours —�r,vs,r.c w ola«t WARIA IOI ItiI. naaw`a ountr. - �� '" Sr;e pcaia.°u,wos ,FEfNRI.rsrnN6lrrvi + OPEN os aH R o-1m m+ sl° csnlaao �/ PLANT SPAC'I: °0a'«°.nc mimes i -'aNURSERY x .,or.L raI or,.•s V € GENERAL NOTES: 1r•a. • y ��\t �_`A aooa. � ar,a�—,—I 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS, STH EDITION, AND THE LATEST EDITION OF THE COB MODIFICATIONS TO MPWSS. •�n.asn.ewroP) i WAREHOUSE >a rca 4 Trs i 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. (� ) s,nrarc crosin g 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A = �; ss ar sralas ur< +,,,,,,eoueicscw. - -£ MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. I-. n gmcr a,.aiOAs 3� 1. � k s � 910'""""`/� n� � 4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING •'"°'o'x "E °r"`"' I'I rrc au.1v snn+v _ UI CONNECTIONS. rnacasfu �a o.m - MOsna>r od --4 »�a ns nc wCONCu.. ' 5. ALL BACKFILL ON THIS PROJECT SHALL BE TYPE A TRENCH UTDOOR« »� ame annxL mraouu ursm !~n aT s'•""""` III 1O°`�°n"m a nos BACKFILL, EXCEPT THAT THE UPPER 2 FEET IN LANDSCAPED AREAS - SHALL BE TYPE B TRENCH BACKFILL - euanwtge.)�ji, urnri moo as,e raven ru, / 1 ' ryl .s• Tm � o: a¢o:YaL sm nw u,am urn 111��! a-a mr INDEX TO SHEETS ON N SPAC'I•: s,crT noa� _ � s,a.`s°i�. a 3 re s sI l NOBLE KENYON NOBLE `• 1 a SHEET NO. DWG N0, TITLE Q'oR'Ss 'BULL.)LNG g : tit IL Y,NSII,NI BUILDING ¢ Q E GENERAL SHEETS ,-I �, ' c , a _x 1 I-1 INDEX SHEET _ T__I n. Q FEE:4735,50 n s,a�o n� sn nra • r0i) F- 2 I-2 MISCELLANEOUS LEGEND AND NOTES Z.— _Z73 I-3 STANDARD ABBREVIATIONS ANO NOTES o � a¢ °COr�O -0 Q 0 ROAD-WATER PLAN AND PROFILE IMPROVEMENTS _ � ` \ mE au _ _ $�G..�,� �` 4 RW-1 NORTH 14th STREET ��� b �A �' .-� er. A A -•'F s -y, s i OPEN ~ 0 5 1 PATRICK STREET '0 �s-: r� \� �r - �, d SPACE W '^ 6 1 OAK STREET — - 1,2 '0 7 FP-1 FIRE LINE PLAN & PROFILE {��. °11 L - F-- _ SEWER PLAN AND PROFILE IMPROVEMENTS = OPEN .m (4e.1 —r `y ' _ `u*«'�r Y N 8 S-1 SEWER SERVICE PACE T l�� Q I rss saL xort+e M--wo x crow ww, O w 1 urusc+r nw -r p n GRADING PLAN - - - - -- - - °i) "' r o w.TE) J 7 9-13 C101-C104 SITE GRADING PLANS ,wi, - - - - - -- - -.r.•na�x CT] c-,as �r•sr sa bs.l Y - O a 14 D-1 SIGN PLAN _ _ - - - - ---_""-�Wars s Z N 15 D-2 STRIPING PLAN - —�— -'� O w 16 D-3 ROAD DETAILS - - -- --' - Z -- /1s�as w�sao�w�saaw°ai aswL 4•Iarrrna[om sa a�v�iw.,a `1 w OAK STREET S juwms r,osr.,r,Iva m Q PROJECT NO. m ttw<g' 3900.001 RECORD DRAWING p SHEET NUMBER O M DRAWING NUMBER 11 w3p mo >W V Z MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS PLUMBING FIXTURE INDENTIFICATION z ww? GENERAL PIPING NOTE5 DOUBLE LINE S!NgI F I INF g 60 Lo tea— GATE � BOUNDARY AND/OR PROPERTY LINE EXISTING PIPE(SCREENED) NOTE: ALSO SEE LEGENDS �¢� O� _ CONCRETE I.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION NEW PIPE KNIFE GATE S IN GROUP 10 DRAWINGS WI �� POINTS. MINIMUM COVER SHAII BE 6'-6'UNLESS OTHERWISE x x FENCE LINE SHOWN_ EXISTING PIPE TO BE ABANDONED �11--- BUTTERFLY €m DF DRINKING FOUNTAIN 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND x*-r-r.ac-x EXISTING PIPE TO BE REMOVED GLOBE EEW EMERGENCY EYE WASH - CMU PLAN EASEMENT LINE TO ADJACENT STRAIGHT RUN Of PIPE,UNLESS OTHERWISE KSK KITCHEN SINK �8331V'J' INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE WELDED JOINT BALL LAV LAVATORY SECTION LINE OR DLC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. VEE-BALL SH SHOWER =4 owa W2���• GROOVED END JOINT- FLEXIBLE SK SINK SEAT PORT S91 SAFETY SHOWER r m CENTERLINE O 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS CMU SECTION Y SHOWN 15 ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS - - GROOVED END JOINT-RIGID ECCENTRIC PLUG W/REQUIRED S9( SERVICE SINK SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE SEAT LOCATION BT BURIED TELEPHONE ENGINEER PRIOR 10 INSTALLATION. MAXIMUM SPACING SHALL FLANGED JOINT PLUG OR COCK NC WATER CLOSET s MH WATER HEALER _ BE AS SPECIFIED. TILL PORT PLUG WS WASH STATION R ROAD (EDGE OF EXISTING PAVEMENT) -- - El MECHANICALJOINT UR URINAL Y..YN FIXTURE LEGEND METAL STUD WALL PLAN 4. APPROPRIATE STANDARD WALL PIPE DETAIL SMALL BE USED �3� NEEDLE VC VANITY CABINET N0.IN SPEGRCA71pIS WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. E HUB&SPIGOT JOINT r] DIAPHRAGM m EXISTING CULVERT (RUBBER GASKET PUSH-ON) 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL PINCH 41 HORIZONTAL/VERTICAL CONTROL POINT BE PROVIDED WITH THRUST TIES,BLOCKS.OR ANCHORS.UNLESS ( BALL JOINT N SWING CHECK STUD WALL PLAN OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEOUATE FOR o ® CONTROL POINT TEST PRESSURES SPECIFIED. 0 FLANGE COUPLING ADAPTER DOUBLE DISK CHECK BALL CHECK 6. SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN FLEXIBLE COUPLING F SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER HOSE VALVE COORDINATE POINT o MASONRY VENEER + APPLICABLE ALL OF THE VARIOUS APPLICATIONS ARE NOT x, FLEXIBLE COUPLING WITH NON FREEZE HOSE VALVE BORING DRILL HOLE LOCATION AND NUMBER, NECESSARILY USED IN THE PROJECT. - �� THRUST TIES X=N0.IN SPECS B-1 SEE SPECS FOR BORING LOGS. NON FREEZE HOSE VALVE WITH HOSE RACK g 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. _ STEEL BELLOWS X=NO. IN SPECS N 32+00 ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT ~ - EXPANSION JOINT VALVE ACTUATOR SYMBOLS w SURVEY HUB AND TACK WITH STATION $a- SAMPLE GYPSUM WALL BOARD WELDED,GROOVED END OR SCREWED PIPING,SHALL BE ELASTOMER BELLOWS PROVIDED WITH THRUST PROTECTION AT ALL DRECTION EXPANSION JOINT MUD 0 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND 1-3. P PNEUMATIC w/POSI110NER NOTES ON DRAWING pF ELBOW UP � PRESSURE RELIEF i RIGID INSULATION BBM-2 BENCHMARK LOCATION AND NUMBER T AIR AND/OR VACUUM RELEASE 8. WHERE A GROOVED END CO THEE IS E SHOWN,D.SHALL RE THE Q / ELBOW DOWN P PNEUMATIC SOLENOID RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A � 'w/ NN N O POINT OF INTERSECTION, SET 5/8"x 18" FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE REGULATED SIDE �N REBAR SHALL BE JOINED TO THE COUPLING ADAPTOR. -.,�— TEE UP ---A-�' PRESSURE CONTROL w 3 q �P-3 PIEZOMETER LOCATION AND NUMBER �p� ELECTRIC BATT INSULATION 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE 1Y MULTI-PORT VALVE wv�iNa K P �g TEE DOWN IY (BALL VALVE SHOWN.FOR OTHER VALVE X 1000 EXISTING GRADE 10,NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY TYPES, APPROPRIATE VALVE SYMBOL SHOWN. m �� APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE 1 LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT Pg2�S ELECTRIC w/POSITIONER 5 g PLYWOOD ®1000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. i-� --3 �� I�5TI ARE IMPLIED BY INDICATED FLOW PATTERN. 9d fd 11.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE -- LATERAL DOWN --uZ— SOLENOID 4 HYDRAULIC $ ¥ 42.6 ELEVATION ORIGINAL GROUND THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, F THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR T> CONCENTRIC REDUCER EDGE OF TREES. BRUSH STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE.MATERIALS- "Wzi MANUAL STEEL AND INVERT ELEVATIONS. MISCELLANEOUS PIPING SYMBOLS 2" EXISTING TREE W/APPROX. TRUNK DIAMETER -T ECCENTRIC REDUCER f STRAINER ® SOLENOID EXISTING BUSH -�I�— UNION -�- SIGHT GLASS 4 WOOD. ROUGH CONTINUOUS 0 BLIND FLANGE FLEXIBLE(ELASTOMER)PIPE CONNECTION Q g EXISTING CONIFER PLUG Q GAUGE WITH COCK f e a va WOOD, ROUGH NON-CONTINUOUS SIGN, ONE POST OR TWO POST -ff=7E]- 1 CAP 4 THERMOMETER 771 S6 I g OMH EXISTING MANHOLE PIPING DESIGNATION li- ANCHOR ROTAMETER 711❑ - WOOD, FINISHED eMH NEW MANHOLE EXAMPLE ELBOW 90 DEGREE I n GALVANIC ANODE PIPE B AND BE IITTING END PATTERNS EXISTING UTILITY OR TELEPHONE POLE �jJ 16"RW CROSS XX►—/ AIR SET S SPIGOT a T RTWy %X=SUPPLY PRESSURE- PSIC F FLANGE GROUND SURFACE NEW UTILITY OR TELEPHONE POLE `PIPE. USE FLOW STREAM IDEN IIFICAiION LEGEND,ON TUE ZB 1 2 SEE I&IC EGEND)UMENT SYMBOL DWC.G-3. SEE PIPING SCHEDULE IN THE SPECFCATIONS. PE PLAIN END GE GROOVED END m m d DITCH SHOVING DIRECTION OF FLOW NOMINAL PIPE DIAMETER / FIRE HYDRANT —41 ELBOW 45 DEGREE MJ MECHANICAL JOINT x a F -sY�I I I, ,11•$- ACOUSTICAL TILE CREEK/RIVER W/DIRECTION OF FLOW �/ CATHODIC PROTECTION TEST STATION c� a o VALVE DESIGNATIONS -� CATHODIC PROTECTION ANODE PO PUSH-ON � UIERA�1ppp�� EXISTING CONTOUR XV �- FILTER F Z ARCHITECTURAL LEGEND CONTROL VALVE EXAMPLE: ������ ACTIVE �1000�� NEW CONTOUR ALLI VALVES AS MJ PE � O1 NACTIVE SHOWN ON PVARI F- Z v? X=PROCESS VARIABLE MATES: O °i INDICATES PNR OF DOORS EXISTING STRUCTURE TO BE REMOVED • FLOW DIRECTION 1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE GATE SYMBOLS J VALVE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN _ o SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING EL. VIEW PLAN VIEW U (N I O DOOR NUMBER � EXISTING STRUCTURE • MANUAL VALVES; SPECIFICATIONS. MISCELLANEOUS MECHANICAL Q L,3 2.SYMBOLS SHOWN HERE FOR SINGLE UNE FITTINGS ARE GENERIC L` O WINDOW TYPE ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END SLUICE Z e EXISTING A.C. PAVEMENT• CONNECTIONS FOR SINGLE UNE PIPE AND FITTINGS. PLUMBING SYMBOLS ~ p A24 DWG. NO. WINDOW I� W O .n DETAIL OCCURS ON XXX-YYY-ZZ 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR IIIIIIIJJII O BUTTERFLY W Z ZNEW A.C. PAVEMENT• AREA DESIGNATION-1 T SCREENED AND IS NOTED AS EXISTING- NEW PIPING AND PS PRESSURE SWITCH Q EOUIP./PROCESS DESICNATIgN J� EQUIPMENT IS SHOWN HEAVY LINED. HOSE RACK TYPE AS INDICATED O r O NEW CONCRETE WALK • NUMERICAL DESIGNATION 4 DRAWNG�S�ND PIPING MAY BE SHOWN DASHED ON MECHANICAL @ �� 1-f ( ) W NOTE INDICATOR SAFETY SHOWER AND EYEWASH Y CO ® SHEAR SSH-% Q J X N0. IN SPECIFICATIONS ACCESS HATCH V) U 1 FABRICATED SLIDE X = F - FLOOR CLEANOUT w INDICATE HINGE SIDE: SIDE WHERE LINES LIMITS OF TOPSOIL AND SEEDING GENERAL NOTES: X�CO D - DECK CLEANOUT J O MEET (RIGHT SIDE ON SYMBOL) L STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON W - WALL CLEANOUT m Z 3;7 EXISTING EMBANKMENT. STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS O - VENT CLEANOUT OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS Z Q WALL FIRE EXTINGUISHER SLOPE AS NOTED ' --I MAY NOT BE SHOWN ON THE PLANS. HD-%Y HUB DRAIN � w AS SPECIFIED 2. COMPONENTS AND PANELS SHOWN WITH A �) ARE GENERAL DESIGN DESIGNATIONS O X = NO. IN SPECS z O 3;1 NEW EMBANKMENT OR CUT SLOPE ( Y - P WITH PRIMED TRAP V) F.E. SLOPE AS NOTED • SPECIFIED UNDER SECTION PROCESS INSTRUMENTATION SECTION (LETTER)OR ON DRAWING WHERE SECTION O AND CONTROL SYSTEM. ( OR DETAIL IS TAKEN: DETAIL (NUMERAL) �\ FD-XY FLOOR DRAIN X;X HORIZONTAL DISTANCE VERTICAL DISTANCE 3. COMPONENTS AND PANELS SHOWN WITH A DOUBLE DESIGNATION �� DRAWING NUMBER X = NO. IN SPECS Z Z ASTERISK ('•) ARE PART OF A PACKAGE SYSTEM; SEE X_X WHERE SHOWN ® Y - p WITH PRIMED TRAP W Q z RIPRAP EQUIPMENT SPECIFICATIONS. `1 w a NOTE: ALSO SEE ARCHITECTUAL ON DRAWING WHERE SECTION O O OD-X OVERFLOW DRAIN fV DRAWINGS FOR SPECIAL NOTES: OR DETAIL IS SHOWN: X = NO. IN SPECS m DRAWING NUMBER DRAWING NUMBER S a LEGENDS AND SYMBOLS. 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. WHERE TAKEN RD-X a (OR SAME DRAWING) ROOF DRAIN 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE RECORD DRAWING O X NR N SPECS PRQIECr No. p NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE 3900.001 AREA DRAIN SHEET NUMBER WEIGHTS, OR AS SCREENED BACKGROUND, NEW STRUCT- AD-XY X = NO IN SPECS 0o TARES ARE SHOWN IN HEAVY LINE WEIGHTS. ® Y - P WITH PRIMED TRAP 2 rn M DRAWING NUMBER S 1-2 Lw THRUST BLOCK NOTES AND DETAILSTHRUST BLOCK NOTES ABBREVIATIONS _ BEARING AREA OF THRUST BLOCKS IN SO. FT. 1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. 80 (HORIZONTAL BENDS) iTEE, WYE, 90' BEND TEE 2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINSTAB ANCHOR BOLT FB FLAT BAR, FACE BRICK PNL PANELFITTING PLUG, OR PLUGGED PLUGGED BEND ANGLE UNDISTURBED EARTH. ABDN ABANDON FC FLEXIBLE COUPLING PRCST PRECAST SIZE CAP CROSS RUN 3. REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE ABV ABOVE FCA FLANGE COUPLING ADAPTER PREFAB PREFABRICATED Al 45' 22 1/2' 1 I/4' AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN �03�1"II AS INDICATED HEREIN, ADJUSTED, IF NECESSARY, TO CONFORM PRELIM PRELIMINARY _^{1 N/ 4 1.0 1.4 1.0 - - TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING ADDL ADDITIONAL FDN FOUNDATION PREP PREPARE. PREPARATION 6 2.1 3.0 1.6 1.0 - ADJ ADJACENT, ADJUST F. EXT FIRE EXTINGUISHER PROP PROPERTY STRESS(ES) STATED BELOW. FOR PIPES LARGER THAN SHOWN, ADP TR ADAPTER FF FINISHED FLOOR PRV PRESSURE REDUCING VALVE zmn N¢': 8 3.9 8.3 4.6 2. 1.0 CHECK TM2UST BLOCK SIZING WITH ENGINEER. AFF ABOVE FINISHED FLOOR FG FINISH GRADE PS PRESSURE SWITCH, PIPE SUPPORT � +010 5.9 8.4 1.6 2.4 1.24. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD AHR ANCHORFH FIRE HYDRANT PT POINT, POINT OF TANGENCY, PRESSURE TREATED12 8.5 12.0 6.6 3.4 1.7 RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG ALUM ALUMINUMFL FLOOR, FLOW PVC POLYVINYL CHLORIDE 14 11.5 16.3 . . 8.9 4.6 2.3 AND THE WEIGHT OF CONCRETE = 4050 LBS/CU YD. TO COMPUTE ALT ALTERNATE FLEX FLEXIBLE PVMT PAVEMENT 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FLG FLANGE RAD RADIUS 18 19.0 27.0 38.0 27.0 14.6 7.6 VOLUMES FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING 3.B APPROX APPROXIMATE FIN FLOW LINE RC REINFORCED CONCRETE 20 23.5 33.3 47.0 33.3 18,1 9.4 4.7 EQUATION VOLUME = (TEST PRESS./150) x (TABLE VALUE). APVD APPROVED FIN. FINISH � RCP REINFORCED-CONCRETE PIPE 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 5. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE ARCH ARCHITECTURE. ARCHITECTURAL FLR FLOOR RD ROAD, ROOF DRAIN 30 53.0 75.0 106.0 75.0 41.1 21.5 11,0 BASED ON TEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL ASPH ASPHALT FOC FACE OF CONCRETE RDCR REDUCER w 36 76.5 108.0 153.0 108A 59.0 30.6 15.3 BEARING STRESS OF 2000 LBS/SQ FT. TO COMPUTE BEARING AVG AVERAGE FRP FIBERGLASS REINFORCED PLASTIC REBAR REINFORCEMENT BAR 42 1 104.0 147.0 208.0 147.0 81.0 42.0 21.0 AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING O AT FSTL FABRICATED STEEL REF REFERENCE BD i STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR BOARD FT FOOT, FEET REINF REINFORCEBETW BETWEEN FTG FOOTING, FITTING RELOC RELOCATE, RELOCATION g (13.33RP1/S I), WHERE- PI = ACTUAL TEST PRESSURE, PSIG F TO F FACE TO FACE REQO REQUIRED b BF BOTTOM FACE _ VOLUME OF THRUST BLOCK Sb = ACTUAL SOIL BEARING PRESSURE, PSF. BLDG BUILDING GA GAGE, GAUGE RO ROUGH OPENING IN CUBIC YARDS BILK BLOCK GAL GALLON RST REINFORCING STEEL (VERTICAL BENDS) 6. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD BLW BELOW GALV GALVANIZED R/W RIGHT-OF-WAY, REINFORCED NTH BEND ANGLE RESULTANT THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BM BEAM, BENCHMARK GALVS GALVANIZED STEEL SAN SANITARY FITTING BENDS. o BOT BOTTOM GND GROUND SCHED SCHEDULE SIZE 45' 22 1/2' It 1/4' BRG BEARING GRTG GRATING $OVA SIDEWALK 6 4 1.1 0.4 p,2 7. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS BRIT BRACKET GSKT GASKET SECT SECTION 6 2.7 1.0 0.4 SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD. CHAN CHANNEL GSP GALVANIZED STEEL PIPE SHT SHEET B 4.0 1.5 0.6 B. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN ID CHK CHECK GVL GRAVEL SIM SIMILAR 10 6.0 2.3 0.9 SO Fr CI CAST IRON GWB GYPSUM WALLBOARD SLP SLOPE 12 8.5 3.2 1.3 9. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME CIMJ CAST-IRON PIPE MECHANICAL JOINT HAS HEADED ANCHOR STUD SP SPACE, SPACED wR i 14 It.!! 4.3 1.8 CIP CAST-IRON PIPE FLANGED JOINT HB HOSE BIB SPEC SPECIFICATION 6 EXCEEDING 5 CUBIC YARDS REQUIRE SPECIAL BLOCKING DETAILS. CIPC CAST-IN-PLACE CONCRETE HO HUB DRAIN SPG SPACING n 1 14.8 5.6 2.3 SEE PLANS FOR VOLUMES SHOWN TO LEFT OF SOLID LINE IN CIRC CIRCULAR HDW HARDWARE SPRT SUPPORT ^e TABLE, CJ CONSTRUCTION JOINT, CONTROL JOINT HDR HEADER CJ FITTING ROD SQ SQUAREI0. TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE IN THE CL CENTER LINE HK HOOK SO FT SQUARE FOOT ,� ¥ SIZE SIZE EMBEDMENT CLDI CEMENT UNED DUCTILE IRON HM HOLLOW METAL SO IN SQUARE INCH 2' AND LESS Y6 30' SPECIFICATIONS. o CLG CEILING HORIZ HORIZONTAL SST STAINLESS STEEL 4• - l6' •8 36' IL ALLOWABLE SOIL BEARING STRESS IS 1000 LBS/S0. FT. PER O w LL CLR CLEAR, CLEARANCE HP HORSEPOWER STA STATION FOOT OF DEPTH UP TO A MAXIMUM OF 4000 LBS/SQ. FT. CMP CORRUGATED METAL PIPE HR HOSE RACK, HOUR STD STANDARD o CMU CONCRETE MASONRY UNITS HT HEIGHT, HEAT TRACE STIF STIFFENER W CO CLEANOUT HV HOSE VALVE C)Ira 1 STAINLESS STEEL RODS OVER COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STRUCT STRUCTURE 4 FITTING AND EMBEDDED COMB COMBINATION HWY HIGHWAY SYM SYMMETRICAL 888 IN CONCRETE (SEE TABLE A/ la rrlw; 2 m a�u91113A�I1 CONC CONCRETE OR CONCENTRIC ID INSIDE DIAMETER T&B TOP AND BOTTOM FOR SIZES) ° CONN CONNECT, CONNECTION IE INVERT ELEVATION `I�uE CONSTR CONSTRUCTION IF INSIDE FACE TF TOP FACE g _�Ip) III CONT CONTINUE, CONTINUED, CONTINUOUS IN, INCH TEMP TEMPORARY, TEMPERATURE a IBII IE �MBII il6" IE II III 1 THK THICK 3n IV9Itl CONTR CONTRACTOR INFL INFLUENT THRU THROUGH ]/4' PLYWOOD COORD COORDINATE INSTL INSTALL, INSTALLATION T.O. TOP OF TEE PLUGGED CROSS ■ WYE OVER FACE CORR CORRUGATED INSTR INSTRUMENT TOC TOP OF CONCRETE, TOP OF CURB < an dllEtll II II Ogllk OF BOLTS CP CONTROL PANEL INSUL INSULATE TST TOP OF STEEL ILL p I�Dr L CPLG COUPLING ANT INTERIOR FRS dl 311_ u I I= =1llc�nAd Il�uk w TOP of wqu 1 I At C TO C CENTER TO CENTER INVT INVERT TYP TYPICAL ■ EACH AREA CTR CENTER UBC UNIFORM BUILDING CODE m NTS ua . - _A -- IDil JB JUNCTION BOX �015 II 91! (A/2) IS 1/2 OF CTSK COUNTERSINK JST JOIST m III=_i i- =I 9u I 10 II�II alle CuCUBIC UG UNDERGROUND P11I_ IIgl15 an IGTABULATED JT JOINT ULT ULTIMATE3aq2 X511oIlc tli TOTAL AREA CU FT CUBIC FEET L ANGLE LINO UNLESS NOTED OTHERWISE o u o ma BEND PLUGGED CROSS PLUGGED TEE CU IN CUBIC INCH LBS POUNDS V VALVE, VOLT CULV CULVERT LF LINEAR FEET VCP VITRIFIED CLAY PIPE THRUST BLOCK DETAILS CU YD CUBIC YARD LNTL LINTEL VERT VERTICAL z E C/W CONNECT WITH LONG LONGITUDINAL VOL VOLUME Q o NTS D DRAIN LP LOCAL PANEL VRFY VERIFY }- Z N d PENNY(NAIL SIZE) LR LONG RADIUS VTR VENT THROUGH ROOF _� 0 DBA DEFORMED BAR ANCHOR LVL LEVEL W WIDTH _I CONSTRUCTION NOTES DBL DOUBLE LVR LOUVER WD WOOD U DET DETAIL MATE MATERIAL W/ WITFT L.O DI DUCTILE IRON, DRAIN INLET MAX MAXIMUM W/o WITHOUT Lam L- 0 1.ALL ITEMS OF WORK UNDER THIS CONTRACT WILL BE COMPLETED IN ACCORDANCE WITH THE MPW 12. ALL DISTURBED AREAS SKkL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH THE DIA DIAMETER MB MACHINE BOLT O 0 STANDARD SPECIFICATIONS(FIFTH EDITION)AS MODIFIED BY THE PROJECT SPECIAL TECHNICAL SPECIAL TECHNICAL PROVISIONS. WE WATER LEVEL PROVISIONS UNLESS OTHERWISE INDICATED. DIAG DIAGONAL MCC MOTOR CONTROL CENTER WM WIRE MESH Z ( / / ) MCP MOTOR CONTROL PANEL WS WATERSTOP, WATER SURFACE W 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTLTTY PHONE POWER CATV DIM DIMENSION Li Z "> 2. WATER MAIN PIPE MATERIAL S/Wl BE AS SPECIFIED IN THE SPECIFICATIONS. ALL WATER MAIN INSTALLATION WITH LOCAL UTILITY COMPANIES. DIMJ DUCTILE-IRON MECHANICAL JOINT MECH MECHANICAL WSTL WELDED STEEL, WROUGHT STEEL E' Q SMALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO FINISHED GRADE o 14, THE CONTRACTOR SMALL NOTIFY ONE CALL O I-BOO-424-5555 FOR ONSITE UTILITY LOCATION. DIR DIRECTION MFD MANUFACTURED WT WEIGHT Z 3. MAINTAIN IS-(VERT.)SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. ON DOWN MFR MANUFACTURE, MANUFACTURER WTR WATER N o w 4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN 15, THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UnUnES, IF SAID SERVICE IS DR DOOR MH MANHOLE WWF WELDED WIRE FABRIC Z 00 EXISTED PRIOR TO EXCAVATION,AS DETERMINED BY OWNER AND THE ENGINEER- DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE. DW DRYWELL MIN MINIMUM L.J - WWM WELDED WIRE MESH Y S. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. 16. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE OF MANHOLE TO DWG DRAWING MISC MISCELLANEOUS XFMR TRANSFORMER Q w THE COMPACTOR 5/4ALL FIELD VERIFY THE EXISTENCE,LOCATION,DEPTH,SIZE, LINE AND GRADE Of EDGE OF MANHOLE. THE DISPLAYED PIPE Lf REFLECT THE ACTUAL PIPE LENGTH TO BE INSTALLED. EA EACH MJ MECHANICAL JOINT YD YARD O J EXISTING UTILITIES CONNECTIONS PR KKt TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY FOR ESTIMATING PIPE PAY QUANTITIES,CENTER OF MANHOLE TO CENTER OF MANHOLE DISTANCES ARE EF EACH FACE, EXHAUST FAN MO MASONRY OPENING YH YARD HYDRANT (n n RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE USED(LF ♦ 4'). SEE MEASUREMENT AND PAYMENT RI THE SPECIFICATIONS. NIC NOT IN CONTRACT W „j PROPER PROTECTION WHEN LOCATION IS KNOWN. EL. ELEV ELEVATION 6. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES,CURB BOXES,AND MANHOLES TO FINAL 17. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO LOT LINES UNLESS NOTED OTHERWISE ELB ELBOW NO NUMBER NOTE: J O ELEC ELECTRIC, CID W GRADE UPON COMBED BY OF ALL CONSTRACTRUCTINR. ANY BOXES OR MANHOLES DAMAGED D 1I& THE CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY ENCL ENCLOSE ELECTRICAL NOM NOMINAL 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR O Q r OTHERWISE DISTURBED By THE CONTRACTOR OR ANY SUBCONTRACTOR SMALL BE REPAIRED AT THE BGS BSTCEBTMALE USE OIJ DRAWINGS AND TEXT', PUBLISHED BY THE EXPENSE OF THE CONTRACTOR.THIS WORK SHALL BE INCIDENTAL TO THE PROJECT,SEPARATE J PAYMENT WILL NOT BE MADE. ENGR ENGINEER OD OUTSIDE DIAMETER AMERICAN NATIONAL STANDARDS INSTITUTE INC. AN Z a 19. ALL UTILITY CONDUITS FOR IRRIGATION,ELECTRICAL,GAS, PHONE,CAN, ETC.,. SHALL BE BURIED (ANSI) w A MINIMUM 36'TO TOP OF PIPE FROM FINISHED GRADE WITH TYPE A BACKFIELD, UTILIZING TYPE 1 EP EDGE OF PAVEMENT OF OUTSIDE FACE OR CONTACT THE ENGINEER. a 7.ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE 'A',UTILIZING TYPE I BEDDING UNLESS BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. EDE EQUAL. EQUALLY OPNG OPENING Z N DIRECTED OTHERWISE ENGINEER.SPECIFIED BEDDING SKILLBE FROM BENEATH THE PIPE 70 6' EQL SP EQUALLY SPACED PddD PROCESS AND INSTRUMENTATION DIAGRAM 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT O }4i ABOVE ME TOP OF PIPE(SEE MPW55 STD 02221-1), THEECOST Of IRIS IS ADDITIONAL BEDDING 20. SI:NS TO BE INSTALLED WITH A TWO(2) FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE FACE EQUIP EOUIPMENT PC POINT OF CURVE ALL ABBREVIATIONS ARE USED ON THE PLANS. Z 1 SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER,SANITARY SEWER,AND STORM SEWER MAINS. OF CURB AND A SEVEN (7)FOOT VERTICAL CLEARANCE MINIMUM. 12'. 18'R7-1 NO-PARKING SIGNS Z 7o BE INSTALLED AT 36 TO TRAFFIC FLOW EOUIV EQUIVALENT PCP PLANT CONTROL PANEL 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS LAJ Q / 8. ALL VALVES SF4LLL BE INSTALLED WITH THRUST BLOCKING.AND VALVE BOXES IN ACCORDANCE EW EACH WAY PE PLAIN END WITH MPWSS. g 21, CRUSHED BASE COURSE SMALL BE 3/4'MINUS AS PER MPW SECTION 02235. (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE Y L.J E%C EXCAVATE PEN PENETRATION N 0.5 9. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES,TEES AND PLUGS 22. REFERENCE ALL SURVEY MONUMENTS,SECTION CORNERS, 1/4 CORNERS AND PROPERTY EXH EXHAUST PERP PERPENDICULAR SHOWN ON OTHER LEGEND SHEETS. O SHAL WAI L BE THRUST BLOCKED IN CONFORMANCE WITH DETAILS ABOVE,OR MUST HAVE MECK-NW CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. REPLACE ANY MONUMENTS AND CORNERS EXP EXPANSION CID PH PIPE HANGERQ RESTRAINED JOINTS AS INDICATED ON THE PLANS. THAT ARE DISTURBED DURING CONSTRUCTION. U EXP JT EXPANSION JOINT PI PRESSURE INDICATOR, POINT OF INTERSECTION 10. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION 23. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. EXST, EX EXISTING PJF PREMOLDED JOINT FILLER PROJECT N0. AT HIS EXPENSE STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. p 24. STREETS TO BE ROUGH GRADED PRIOR TO INSTALLATION EXISTING, REPLACE PC PLATE, PROPERTY LINE 3900.001 TION OF UTILITIES TO ASSURE 6.5 FEET OF SHEET NUMBER / 11. ALL PROFILES REPRESENT EXISTING GROUND(DASHED LINE)AND FINISHED ASPHALT(SOLID LINE) MINIMUM COVER. EXT EXTENSION, EXTERIOR PLYWD PLYWOOD 0 ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE FINISHED ASPHALT ELEVATIONS. F FLANGE PMP PLANT MONITORING PANEL RECORD DRAWING 3 n FAB FABRICATE DRAWING NUMBER 1-3 w3p mO HYDRANT INSTALLED 14.0 FT WEST (A.B,) am�� �wzrc ��ayy >-^zzo rz INSTALLED 12" & 18" INSTA 50 LF OF 8" SD 35 PVC zJ ! INSTALL SOLF OF 8" SO R 5 PVC NOTES: � z a HOPE UTILITY CONDUIT O 0.407. W/CAP IE=4720.61'(A.B.) MAXIMUM FILL LIMITS O 0.40Y. W/CAP awWi o0 (A.B.) A.B.) 2FT SECTION OF 8" DIP 4:1 SLOPE FROM BACK h��rc i< INSERTED IN MAINLINE OF SIDEWALK TO EXISTING (A.B.) 1. ALL CONSTRUCTION WORK ON THE PROJECT SHALL BE o STA 1+00.0 GROUND ELEVATIONS COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC �p OAK STREET i - -- WORKS STANDARD SPECIFICATIONS (MPWSS) FIFTH EDITION, CENTERLINE 00+61 STA 2+84.2-3+44.1 MARCH 2O03 WITH CITY OF BOZEMAN MODIFICATIONS TO MPWSS INTERSECTION KENYON NOBLE DRIVEWAY FIFTH EDITION, MARCH 2O04. APPROACH (COB STD 02529-11A) STA 6+26.6-7+07.6 4718.82 (A.B.) KENYON NOBLE DRIVEWAY 2. ALL EXISTING ASPHALT TIE-INS SHALL BE SAW CUT TO PROVIDE .wa B" WATER STUB (A.B.) APPROACH (COB STD 02529-11A) 4 A CLEAN VERTICAL EDGE TO BEGIN NEW PAVING, SAW CUT -Q gym^ W�: TA. 9+50 BEGIN THIS SHALL BE A MINIMUM OF 0.5' FROM THE EXISTING EDGE OF Won a' HYDRANT I STALLED 25.5 FT SOUTH (A.B.) /--STA 6+91 8" WATER PROJECT I.E. 18.23 PAVEMENT. STUB W/CAP (A.B.) INSTALL H.;" OF B" �� z P r- ^� _ SDR 35 PVC O 3. DOUBLE GUTTERS AND FILLETS TO SHALL BE CONSTRUCTED + — I o Tr o � - W/CAP. ACCORDING TO COB MODIFICATION DETAILS 02529-1 AND cR " $ 0- ___. _ 0 -__ O NORTH 14TH AVE 00 0 m 02529-2 " - — _- 0 0 00+OZ _ 0 0 o 4. ALL BACKFILL FOR THIS PROJECT SHALL BY TYPE A TRENCH w -,Cit - - q1.- _ — 50 LF (A.B) BACKFILL. N y i PROPOSED KENYON 0.92% (A.B.) o f PROPOSED K YON_,- PROPOSED - .,��NOBLE..ENTRANCE 00 NOBLE ENT ANCE NOBLE INRVICE - s STA 9+08.3 � w - I f PATRICK STREET a c PROPOSED KENYON , CENTERLINE F INTERSECTION d c� Y NOBLE BUILDING _ X (4 STA 8+89.8 OO+IZ F 1 I A ! DOUBLE GUTTER z I I WITH FILLETS o PROPOSED KENYON _ 00 9fl z - NOBLE FIRE SERVICE ----------y ! FI z OO+ZZ II�� I 00 L GRAPHIC SCALE Q 50 25 50 Y f�T cn I IN FM l 1 I. - (t wwA NO. TH 14TH AVE (35' TBC-TBC, 60' ROW) stm w mo ' O1 d4 S£ 8 4750 PVI STA = 2+72.74 4750 PVI ELEV = 4733.31 A.D. = 2.21 PVI STA = 3+99.35 0 m s o K = 45.23 PVI ELEV = 4732.30 NORTH 14TH AVE + A.D. _ -0.20 r ro n 100' VC II d + r K = 375.00 d d 4745 > II u n —75' VC ^ � w N M a 5 N w + CENTERLINE ASPHALT m o m o N ci m 'P N FINISHED GRADE 0- a Ijj I:i { cn n 10 �! ^ 0 4740 o i� uu < > > M d M d h m 0 M r < O E Z pOK -7.Opy, m m cwi Gi w d d d n_ 0a m N rn '01X w `�' m m v °+� n m II u n d CONNECT TO Q u, 4735 ----_ _ w w d J d > II n PATRICK STREET ,o Z w (RW-2) costa^ 4735 ~ Z O EXISTING OAK - _ -0.8ox 5 5 N w m J O I STREET PARTIALLY - - m a a 5 5 CONSTRUCTED - rn.ty 1.00% a s a vt f Q 0 4730 N?wr L_ (A co" O a V) - --- _ -0.50% 4730 z _ _ -0.75% w n O GUTTER FLOWLINE <3 0 -. _ _ LLJ I- 0 FINISHED GRADE Zoo > w 4725 STA 6+91 8" WATER ^^^ F— > C � STUB W/CAP (A.B vvmQ 4725 Ln d m ^ 18" STORM DRAIN co Y v v co c D a Q w lUf 0 0 <e a O _ 4720 417.9 LF OF 8^ II II u u � SDR 35 PV ® 0.40% A.B.C 3 rn z 4720 W ZD Elf N N ZD 3 e a z z z J 0 Of I I MAINTAIN MIN. 1.5-FEET VERTICAL - m 3 SEPARATION BETWEEN WATER AND O Q n' 4715 c7> .y Q. ., 4i Li _ SEWER LINES Zch a z 3 z ,'O., m m m m- w _m m m m m c m 4715 z 30 < < Q Qti,y m«ym < a < J> ti Q I Z g - _ 0 J >�J > V 3v O W O a O O Q Ww ^ m N r W O w - W W w vm J r�i N N ry mQ� m F ON �� ~ N 4710 dx� �i o y T i Sr =� a e N3 m�i m� 7 qZ< T -� �m u1 W Q z ridmm o 7ry W m m Nxa rx 3�rx 3 .� ��_ � d do 1 4710 > om0Nx u: oo� m> m m 6mo mm>wo�m ri > u. oa �mm CLLe Y w a �Q3m ± mac H g <e++ J + J• +Jcn� +w3$+w3 g, Roa + +� IV H wp Qm d a 'nQa 5 '�< Na a o0 m'U Oil m Q FNw� <NJTQ < v~i <Hrr�� <rN �Nw rN�aa N4J < <zw a aFm Q ; N m y N N V1V1 3 f~/lN N OU V1 f/1 2 C!N N 1U- '~/� �!N N v z; w O1r7mMr Onr mnr nd rrr�'d� tMr0"d� OMr'� rnN rr7"ot rM"� nr"/ nrn r" r,"1 r1"� Mr M er7� MrNM N1�7 Nr M'� NM� Nr 1�7 Nr OM NhO NMO rN M Nr OM Nr�N Nr�N Nr rnN Nr�n Nr dmN Nr ON N N o4705 z N O 1. 0 0 w 4705 O 3900.001 m m m o OO N SHEET NUMBER O m p Nm e7 Of� m m m mO m m m RECORD DRAWING NNmNmNm NmN r r r r DRAWING NUMBER dd d d^ d^ d^ d dr dr do dr dr d^ d^ d^ d^ dr dr ^dr do ^dr do dr ^dr ^dn d^ d^ d d^ d^ d d^ d d^ d^ dr d^ d d d d d d d d d d d d d d d d d d d d d d d d a d d d d < d d d d d x D,A/ 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 D 1'1c— I mJo - csi i imz3 STA 0+00.0-4+30.5 STA 4+62.8 ILI.1 u FUTURE PATRICK STREET NORTH 14TH AVE MAXIMUM FILL LIMITS O 'a^ CONSTRUCT TO SUBGRADE a CENTERLINE INTERSECTION 4:1 SLOPE FROM BACK 'i g �o ou NW CORNER OF TRACT 3A OF SIDEWALK TO EXISTING Como �< GROUND ELEVATIONS13 COS 1215E INSTALLED 12" & 18" HOPE STA 4+30.5-13+82.8 INSTALLED 19LF 8" STUB NORTHAIITH GAVE rc UTILITY CONDUIT (A.B.) CONSTRUCT PATRICK STREET MEGALUGGED A.B. CENTERLINE INTERSECTION 8" WATER STUB (A.B.) ( ) NE CORNER TRACT 3A� HYDRANT INSTALLED 25.5 FT EAST (A.B.) \ COS 1215F� _={z a33N ,L, ti — -- II oNa oW W W - ? I r z mo 0o N as o 9 00 W -�'I o o"•r o .__—W, _ W_ Y R PATRICK STREET o o w 1 5. I ••• . 9 _ >6 to o STA 13+60.9 DOUBLE GUTTER b EXISTING NORTH 15TH AVE QO WITH FILLETS a a n ^7 Z (BRIDGER PEAKS VILLAGE) y PROPOSED KENYON I a a NOBLE WAREHOUSE ^l I a > 2 1 z t.,, 3 PROPOSED KENYON I I s z t*i I NOBLE SEWER - m �> SERVICE (S-1)� 7 00 EE£7 �o NOTES 1. ALL CONSTRUCTION WORK ON THE PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC Z r' WORKS STANDARD SPECIFICATIONS (MPWSS), FIFTH EDITION, MARCHED003 WITH C CITY OF 2O04 BOZEMAN MODIFICATIONS TO MPWSS O Y o PATRICK STREET (35' TBC—TBC, 60' ROW) GRAPHIC scAle ��' - 2. ALL EXISTING ASPHALT TIE-INS SHALL BE SAW CUT TO PROVIDE 50 A CLEAN VERTICAL EDGE TO BEGIN NEW PAVING. SAW CUT RECORD DRAWING SHALL BE A MINIMUM OF FROM THE EXISTING EDGE OF ( 1x FEET) w �� PAVEMENT. I inch - so it. 3. DOUBLE GUTTERS AND FILLETET S TO SHALL BE CONSTRUCTED HALF s¢e t'-too' Q€ a IL ACCORDING TO COB MODIFICATION DETAILS 02529-1 AND : 02529-2. 4. ALL TRENCH BACKFILL FOR THIS PROJECT SHALL BE TYPE A S 4745 BACKFILL. LJm�I U 8 4745 PATRICK STREET 4740 d N 4740 M M r; a. a N+ r ✓a m d 4735 STA 4+62.8 II II 4735 + n N. 14TH AVE. wAn ai o a INTERSECTION a STA 4+30.5 vt w FINISHED GRADE01— L II II PATRICK STREET 5 5 CENTERLINE ASPHALT no _ ROAD CONSTRUCTION -_ Z< FUTURE PATRICK STREET ) (CONSTRUCT TO SUBGRADE) 4730 �4730 BOUNDARY � a 0.50% _ --- 0._50% U m 50 H 4725 AO 4 725 Z o FINISHED GRADE J N w M CURB AND GUTTER J\< w FLOWLINE a 3 o LLJ o STA 0+00.0 a ck� ? 4720 FUTURE N. 15TH AVE. � 0 w INTERSECTION EXISTING 12" STORM DRAIN 4720 (n � o GRADE — N Y Q � Y Q :mr) U FP a 4715 b 3 4715 LAJ C Q m 3 p z rV) Q Q _ _ > Z n' 4710 JQ �; � �~ mJ3 m x ma�" ni m m J3a1 Jai w a oQ o� w o > _ 4710Q d wo c ? Z �F>w f O ID U ._.� o f N ry <f~ <^ Q a P m O m U m f o o t 5 T 8 ��rn> Nam Z z 4705 +� + +�o¢+� +m� zQ , o aD N mm W Iw. LL +�oN +�m> w z aF an d�m a JN a d = 00 m > M�ip< M J\ - Y F < 5Q2 am oa 44 + �• + d Q .-Q <3 c6 w g < <tn�Ftn-1��1n T�rn� c�a T + N $ <N�� <Nw� 4105 N d NZ 3 Nz 3 N?OD tl tnZ NZ ; Qr F H� \ O - - < - Zw N F N N\ < < ` < tAz 3 m V N H= N N N Z ; y N U w N N < 4700 x z PROJECT NO. w w 4700 O 3900-001 O d M SHEET NUMBERw O M N w n O ^N OI n �O m � dWI M O r O ON n m O! O N ;0 m m .0 .0 d 0 61 `N r� � o� om � vm N^O D O ^ ^ ^ nNn^ <^ 6m <mvm 6m mm � ;� nm N,1N16 IN r N DRAWING NUMBER M n n r r n n n n n r n an ar an ar an do yn an an an d ar do an do an ar an ar an a^ a^ a^ a^ a^ a a^ a^ a^ a^ a^ a^ d^ a^ d^ d^ a^ an an do ar ar an a a n d a a a a d a a a a a a a a a a d a a a a e a d a a a a a a a d a a a a d a a a a a a a a a a d a a a d a a a d O+DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 R W_2 w3� m0� & - SD �- � _ V I I N z?z9 EXISTING NORTH 15TH AVE .0 (BRIDGER PEAKS VILLAGE) I 3 00 PROPOS KENYON - - EXISTING NORTH ��� � PROPOSED NORTH NOB SITE 11TH AVE €� o 14TH AVE (RW-1) O �IIy{I � I a jg Z I y Y STA 16+54.8 Q o a CURB AND GUTTER 2 STA 16+49.3 END OF EXISTING (BY OTHERS) BEGIN NEW ASPHALT ASPHALT TAPER 00 III CONNECT TO EXISTING PAVE APPDX. 13.5 > ASPHALT TAPER FEET WIDTH STA. 19+25.8 (39.0' LT) STA 27+79.1 BEGIN NEW CURB ; -, END NEW ASPHALT a AND GUTTER I CONNECT TO EXISTING ASPHALT TAPER w j5 54 W 8 zl I O+ I o I + I + No N 9�T 3919 qd �' i o g p 0 I 1 00 + I + + + N ti a 0 o I g 1 00 OAK STREET o + I + o 0 o I o I o I I Z o p i STA 19+72.1 NORTH 14TH AVE CENTERLINE INTERSECTION D WNjn Z _ STA 28+82.6 NORTH 11TH AVE CENTERLINE NOTES: INTERSECTION eOR S Y 1. ALL CONSTRUCTION WORK ON THE PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC 0 w OAK STREET (78' TBC-TBC, 140' ROW) WORKS STANDARD SPECIFICATIONS (MPWSS), FIFTH EDITION, RECORD DRAWING MARCH 2O03 WITH CRY OF BOZEMAN MODIFICATIONS TO MPWSS � FIFTH EDITION, MARCH 2O04. o 2. ALL EXISTING ASPHALT TIE-INS SHALL BE SAW CUT TO PROVIDE GRAPHIC SCALE A CLEAN VERTICAL EDGE TO BEGIN NEW PAVING. SAW CUT �,:1;_ $SQ s SHALL BE A MINIMUM OF 0.5' FROM THE EXISTING EDGE OF I p1 p I f+ PAVEMENT. 5 1 inee= np n � € S 71� OAK STREET 476C d HIGH POINT ELEV= 4739.27 4/Sa HIGH POINT STA = 24+15.97 a a PVI STA = 23+96.77 475^ PVI ELEV= 4739.62 A.D. _ -0.96 K = 312.17 Q 4750 Z 300' VC 4750 J Z O o r rn o m (� n m m n a °° d ao n LL N n + n g 4745 N v N a m a 4745 Z N EXISTING OAK STREET N N N W p EDGE OF ASPHALT Ji cwi N v PROPOSED II II W " > > CURB FLOW > W Lu ELEVATION > > w w > i m m w LINE GRADE N w 0 E 4740 a 5; 4740 N 0- 1.v - - - ° __ - _ __- _ - -- -_ -.-�3 - __.T _ _ -0.42" __ Q W 0.54% - O cr v 4735 STA. 24+83.6 (39.0 LT) STA. 25+49.6 (39.0' LT) 4735 W U n STA. 20+10.9 (39.0' LT) WEST SIDE OF KENYON EAST SIDE OF KENYON 3 BEGIN 25' TOP BACK OF STA. 28+36.0 (3AC LT) J O NOBLE DRIVEL A4739.19 IR PP H NOBLE DRIVE APPROACH CURB RADIUS (FOLD 4737K78F m N CURB RADIUS TO EAST ( ) (FL=4738.96') ) O Q Y SIDE OF 14TH AVE. Z n' 4730 STA. 19+25.8 (39.0' LT SEND 25'6TOP 1.0 (BACK L(T 4J30 E.. (FL=4737.53') Z BEGIN 25' TOP BACK OF Z - N STA. 15+34.3 (39.0' LT) CURB RADIUS TO WEST J CTOE XISTDIING 11 TONNECT H AVE. 0 CONNECT TO EXISTING SIDE OF 14TH AVE. 3 >_ w (FL=4737.11') w ASPHALT TAPER (FL=4737.07') o Z Z N 0 W Q 4725 n m 4725 Y w o0u N � O g Zw U a 4720 N Z PROJECT N. o w 1 4720 3900.001 p Oi rnh mM M 'hp n n anl n Mn n n n M OM M ON m M ON Ip 'Mq /1 No ^N Nn n M N N m Or On!n On OM SHEET NUMBER 0 rM O M D nOh M mn mp n m M n O O mh0 m m 0m p mm m w m m l aD r 60W n n n n n n r r n nn r nn n nr n nn n nn n nn n nr r nn n nn n nn n nn n nn n rn n n r r rn r rr r rr n rn n n DRAWING NUMBER � a a a a a a a a a as a as a as a as a as a as a as a a,� a as a ay a as a as a as a as a as a as a as a as a as a as as 1 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 R W-3 3 CONNECT FIRE Laiw,o Ni SERVICE MAIN TO z o LUMBER YARD nwwi -0 MECHANICAL PIPING opo 0 )Ii4 @bIl Q Om� FIELD LOK w�-1I ALL 8XB" T y'FLXM .V. zW ., V.B. 8" TEE INSTALLED W/8"(L E ARD II GATE VALVE TO NORTH & EAST (A.B.) IRE sERv A B NOTES T RD w m jI I 1. All construction work on this project shall be completed in � q6 I accordance with Montana Public Works Standard Specifications, o 0 T II F LID LOK Fifth Edition, Morch. 2003 with May, 1997 C.O.B. IY ry Modifications to MPW w/ Addendums No. 1 & No. 2, City of Bozeman Fire Service Line Standard, and these Contract FIELD LOK Documents. i o FIELD LOK 2. The Contractor shall restore all roadway surfaces to equal, 0z o _ or better condition than existed prior to excavation and - INSTALL 8"X8" TEE determined by Owner and the Engineer. J rc w N 3. The location, depth and size of existing utilities shown on & 8" FLXM) W.V. _INS'�ALL RB STOP BOX _ P 9 W/ T.B.. V.B. w o FO 2 WATER SERVICE _ - - these plans is approximate. The Contractor shall verify the (RETAIL STORE v existence, location, depth and size of the utilities prior to m FIRE SERVICE) II construction. The Contractor shall be solely responsible for _ I AND LUMBER YARD INSTALL 2"-COR 8" FIRE SERVICE any damage to the existing facilities due to failure to locate FIRE SERVICE (A.B.) STOP FOR WATE ftRVIC AND 2" WATER them or properly protect them when their location is known. SERVICE TO RETAIL 4. A list of representatives to contact for information - / STORE regarding facilities is as follows: m - CONNECT FIRE SERVICEL L MAIN TO Montano One Call System Dispatcher 1-800-424-5555 F Northwestern EnergyChuck Busto 582-4612 IZ N MECHANICAL PIPING 5 o Ystem P Bresnan Comm. Scott Riis 1-800-316-9644 p1 F+ j OWEST Dave Smith 585-2350 (including Fiber Optics) GRAPHIC SCALE /v �' U e i 5. All asphalt, concrete curbs and sidewalks shall be saw cut or x $s f IN FEET neat cut by method approved by the Engineer. Contractor shall 1 1 I (1 inch 90 ft obtain a Street Cut Permit from the City of Bozeman. E = � 6. All bockfill for this project shall be Type A Trench Backfill, except �N7 that the upper 2' in landscaped areas shall be Type B Trench r~V F•+-"t d� Backfill. w 7. Maintain 11• horizontal and 18" vertical separation between KENYON NOBLE BUILDING water mains and all sanitary sewer mains. Full lengths of pipe �g PP-SCALE 8" FIRE LINES & 2" DOMESTIC WATER SERVICE shall be centered at all crossings in compliance with WOB2 38.32 � PROBABLE OUANTITY ESTIMATES and W081 8.6.3. = HORIZ: 1 = 50' 8. All valves shall be installed with thrust blocking, and valve boxes S6 VERT: 1 = 5' 1. INSTALL 8" CLASS 51 DUCTILE IRON PIPE 862.9 LF in accordance with C.O.B. modifications and C.O.B. detail S - - - 2. INSTALL 2" CORPORATION STOP 1 EA 2718-1. 3, INSTALL 2" WATER SERVICE 476.8 LF 9. All fittings including bends greater than 11-1/4 degrees, tees LUMBER YARD 4. INSTALL 8"xB" TAPPING TEE w/ VALVE 2 EA and plugs shall be thrust blocked in conformance with C.O.B Modifications and MPW detail 2713-1. [RETAIL FIRE SERVICE 5. INSTALL 8" OS&Y FL X FL VALVE AND ASSEMBLY 2 EA 10. 8" fire service line shall be installed in accordance with C.O.B.�s Al45 4745 FIRE SERVICE 4745 �mJ�I o -- --- --AND UMBER (A. -F - -- - - - 6. INSTALL 8" GRIFFIN PIPE'S FIELD LOK 350 GASKETS 5 EA Fire Service Line Standard. These plans are for construction I n � FIRE ERVICE (A.8) of the 2" domestic water service and a 8" fire service from I _- the propoesed C.O.B. 8" main to the OS&Y valve in the m d w•,�..�.® �.. „�" '"a�'�'• ND building. See Architectural/Mechanical plans for fire service 1740 /��R line beyond this point. ; i i k 4740 -.04STAL1 Y VALVE, -- 4740 -- VAC<11� $nANCEo os&r wive u $ o �`o 1' MIN. ABO11E FINISHED *a�m;;"°d+�, oouae cNrcx vALrE 11. The fire service line shall be installed, chlorinated and tested to a FLOOR / §M. REauRcwrNr) minimum of 200 psi by a single Contractor. Morrison-Maierle, Inc. F NaN sr Ez,�s Npc�rEa oR shall provide construction observation and prepare the record FINISHED j SITE (>•51 �'�"`"�'` eef�xau RIAN(s) drawings. Z 4735 EXISTING INSTAL OS&Y VALVE, JGADING ,• •- - -• -,- _ _ 1. V 47_35 473_5 - 12. City of Bozeman to operate all valves and shall make tap of Q AECMweCN 3/.-WN.Rwx ROE,.S AaEa N E FINISHED TE FL XISTIN JONr NA1F ar]NE AVAxAeu.w.l. existing B" main. Contractor shall expose main, provide and Z GRADING GRAD NAIN� ear Noun 0�1 install tapping tee and valve. J O am 13. Datum used is the City of Bozeman datum. Q __ 14. A preconstruction conference shall be required prior to the start V1 0 4730 -- _. _4730 4730 r„pgr�Ta:&vavE aw a NM-ea]Oeocws FOR NsauroR a of construction. No changes may be made to these pions oR Nsuu v w A, oolac aN]rr ww sower without the approval of the City of Bozeman Water/Sewer w J nRORFRIY uNE(]rnrx Superintendent LLJ -E Fay ALL arsER aaaFx:uRA]pNs1 + r+. ram.:.w..."°. .ra...'w`°..c.`»: 15. All estimated quantities ore approximate and are to be used W j u O N ]. w owEr awe wr A.,Ew wr k only(a) as a basis for estimating the probable cost of the workQf O Of o o\ 4725 4725 RRowa ru:xffia +"�"'"�"`°`j,d°' and (b) for the purpose of compering the bids submitted for the Of 4725 "'P"A„�",,,,�^„p," work. The actual amounts of work done and materials furnished to a_wxrFR Hart coNNFcrxN under unit r o 'o FOR Au wAu OR Ro01t E�'.`� .�:,m,,,,.,N,�,,,,E p,,,,. price items may differ from the estimated quantities. Y :F Z 2 - arRE RErIrrRA]roNs- 3, ♦�,.w.ERe.a.r.r,r r wErrE w,,,CM Q o +N..R,.www/mm, 16. Mega-lug or approved equal restraints shall be used on oil bends. Q w o wee r i w w.r.�rr�rwE�M,b.aa...o�,w J + 4720 oww o.rrnl.uwa www .,e.r 17. Griffin Pipes Field Lok 350 Gaskets or approved equal shall be O o ~ W F 4720 4720 w."+iw FrooR ww...� E used on all pipe connections 5' from building, under building, and W U Z N +'_E at the first pipe joint on both sides of all bends. J a 3 0] yay11 In Fm> w arvww,n. ZOQA. XwR r Z z Z LwJ 4715 + mm a p 4715 o x w 0 O afoaD O O 0, od 6 U RuSI° +mo i O + o F +Z +Q or n w:,0 O j o Q4710 co W 1 N z > N In 4710 4710 Y � e rn m I�Dm ,S'. �"..e.+� '.r„'.,71'L'Z..S'e.., Iw.l m cL� 4700 -__-_ _ 4700 4700 O - _. _ ` a, ra ,a d N O Ch oe ♦ tD W a1 m .6 ai ai o 0 0 0 o 0 of rn 9 STANDARD FIRE SERVICE 39SHEET.NUMBS 10 N ^ ^ ^ M M M r'l M rl M M n n rl M h h h TD w] N N RECORD DRAWING SHEET NUMBER 'I a e a a r r n n r n n n n I n n '� "� L OF BOZEIIAN SCALE: N0. 02719-3 n n n n LINE INSTALLATION a a v a e a a a ♦ a a a a •r a s a a ARD DRAWING NONE Revised _ DRAWING NUMBER FOR CUSS I, II,& III SYSTEMS Jan, 2000 -- - FP- 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+00 0+50 1+00 STA 5+17.2 30 CONNECT TO EXISTING mo INSTALL CLEAN-OUT /�8' SEWER STUB � z� INVERT=4721.6T (A.B.) / (AS-BUILT$ INDICATE A (-"nzc i PIPE LENGTH OF 30.5 LF z OZ L� AND SLOPE OF 0.40%) PROPOSED KENYON NOBLE BUILDING / , \ INSTALL CLEAN-OUT INVERT=4722.22' (A.B.) `a EXISTING MANHOLE 2 owa b RIM EL.=4727.81 v I I INVERT IN(S)=4721.49 on a' INVERT IN(E&W)=4721.49 Y g 4 0, INVERT OUT=4721.39 _? INSTALL CLEAN-OUT `• I y`rrr"�������""`�"�: INVERT=4723.03' (A.B.) p m am W O N INSTALL CLEAN-OUT 1. INVERT=4723.84' A.B. 01 INSTALL CLEAN-OUT ( ) SLOPE OF ALL SEGMENTS OF SANITARY INVERT=4724.88' (A.B.) o o I SEWER SERVICE LINE ARE 0.90X. (A.B.) 49 3 = d � 5 D o Z y V,ygS Pg ? EXISTING MANHOLE O RIM EL=4730.26 5�. Z INVERT IN(E)=4724.11 yD 9 01 INVERT OUT=4724. INSTALL CLEAN-OUT QQ�+; � INVERT=4725.78' j a Z At KENYON NOBLE SEWER SERVICE o m` o Odg & ALIGNMENT ADJUSTED SO CLEANOUTS : f 4745 LANDED IN ISLANDS (A.B.) 8 KENYON NOBLE SEWER SERVICE 60 0 30 60 s 4740 4740 (IN FEET) yI 4735 NOTE: PROPOSED SITE 4735 m PLAN FINISHED SLOPE= 0% 1. EXISTING SEWER INFRASTRUCTURE IS BASED P o GRADE EXISTING 15.6 B. ON AS-BUILT DRAWINGS FOR NORTH 11TH GRADE SLOPE=1.04R -35 PVC AVE BY C&H ENGINEERING DATED 6/17/02. 40.6 LF 6" E 4730 SDR-35 PVC EXISTING NORTH 4730 2. CLEAN OUTS INCLUDE BEND AND PIPE SIZE 11TH AVE GRADE CHANGE FITTINGS AS APPLICABLE. EXTEND Q VERTICAL CLEAN OUT PIPE TO FINISHED z GROUND SURFACE PER CITY OF BOZEMAN >- a SCpp- — - STANDARD DRAWING NO 2730-4, F- 0 4725 SDP'B CF 6. 3. ALL BACKFILL SHALL BE TYPE A TRENCH _ O I 3g pvC -oPEz— 4725 BACKFILL EXCEPT THE UPPER 2 FEET IN U 047[ LANDSCAPED AREAS SHALL BE TYPE B < TRENCH BACKFILL. ,0 100.0 LF g• =1.04 - - - - - Z 09,1 SdR-35 PVC 100.0 SDR-35 P6' - OBE 1.34x 4720 a n N o o N a SDR-3 PVC 4720 LAJ w nn 6 onno n a > o aodd,o odd ' o 4k = O w o � U z ��� + U '<m �nMi- V) N .. asy''a a �a �dao onn mo O o n N^ m Y w odd yz 0.6 xao r1 ° 4715 N&3o v~i&?o ry..�� M..F m o Nmolnn N� '�� 4715 Q w Ln <��w ��1�aN o add�o�d d o O V U&Ko wQio- 0"' d..�Fm+W..j� LaJ w c~ 3 ow J V7 rno-3o1n�3o rc wo m F a 4710 4710 O V) Z � n' lL i Z � O w 4705 4705 N Z z L�j z Y 5 w 0. N S 4700 700 m Q Or d n O r) n N d t0 O d d N N d N TOr RECORD DRAWING I'R0.00. 1 0 0 of of ad l r; r� oo a6 w co m -6 a6 ao lr: 3900.001 o n n n n n n n n n n n n n n n n n nn d d d d d d d d d d d d d d d d d dd SHEET NUMBER O Or ") 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 DRAWING NUMBER 1 S— I SHEET RECORD DRAWING I Siteplan/Grading Plan SEE SHEET c-tau FOR DETAILS B-z ZONE I RCP for 18"ROP7. SLOPE-075x PROTECT CULPE DETAIL 19"RCv PROTECTION PER DETAIL OO'PROPOSED SLOPE=2 ON SHEET C-103 STREET EASEMENT PROPBM OR 55 sWALE- SLOPE.t.11t SEE SHEET C-t A PROVIDE CULVERT OIIRFT 36•STORM URNN INLET BOLIFgVtY 01,P) mN DETAILS PRO Uc PER DETAI4 iRB fLDw LINE EL-4727.6e' a0rue LTI Kenyon Noble 16'RCP ENV.N-4773A5', 36•STOR DRAIN RILET RCP W.OLT-n3.A5' CURB FL LINE EL-4)25.27' PER COB/02)M-1 - - - } ;8"RCP IN-I)21.01' 19"RCP 15•SOR-35 - -- - CURB GLOW LINE EL-4725.27' 8•IW;P I OAR-l)21.04' LENON-M, LENGTH-13' GRASS WALE - 13'SDR-M ON,RN-4722.56' >8"STORM DRAIN NIFI PER Me 02)20-1 POPE-075x SLOPE-FIAT - __ WN O.Sx POPE • T FT P°16.�NV.M 472450'J i SEE RETAIL -p Ll �STD�.`!f PER COB/02720-' Is 'ELP A PORTION OF TRACT 3A OF COS 1215 LOCATED IN SECTION 1, T25, R5E, P.M.t`1. •A'RCP INV OUI-4723.70' LL�1 lug __ PER IXXe/one°-' �. '-� - - -- - - _ 5E°'"_"x CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA te' _ _ _ 10'YARD K ZONED:B-2 LENGM 9 \ _ YOPL-0 / w ao ICE 1 _ SEE°ErNI s aEr c w OUT 4: sDF SLOPES �sw1NG GTE FOR-_ e•WOOD A GRASS SwALL -..� _ Bo IL 4725.50' sNOw REMpw4 MIN 05x YOPF _ IWSONRY FENOf Le"Spt-35 PYC SEE DFTNt SNE CI DCP,N: 10' (Br OWNER) SEE ANC MFHrrL_PUNS SEE DETAIL SHEET C103 /sNOw REMOIA ENGm-106' 1'l7d T' 'I 1 SWINO GIE FOR / \ DETENTION Pow 12 ./ SLOPE-l.osx $NOW RFMOJN SNOW REMOVA I I SIDES SLOPES - \•�• OUTDOOR B OWNER) BO SLOE SLOPES Rol EL O .90 33 z4 ' B•SOR- PVC I,.. I •� ' �" T: STORAGE DEPTH: I'S OPEN � � YorF-FUT SPACf', - WLSOW FENCE ECWRxt FENCE -- - SFF ARCNRECTDRAL%.NNs F%IsnNO SEWER SNB �r GC RE(to) I SEE ARCNIrELNRN.PIANs - - -RN.OUT-4744.W -11 -t •: (0,DINNER) I WAREHOUSE PROrwE CULVERT OUTLCT �E'- AREA '�► r-� / WSTNX FWR PIE (4)BOLIRDS (FUTURE EXPANSION) w ORNOSHEIETT C-103DErAx OPEN Al f W I (4)CORNERS a PLANT ME SA ARt AND R caN Rol BOOTHS(ro)AND SPACE AS sNO_ON WHITE STRIPES / PROFILE OR DETAILS 7-Urw I F 3 • ., NURSERY fA L I 476B4T* •. ' Race I sLT'BYARD12' w Lr O (B OWNER)71w6 'I vHONDE CULYE A OFi10E bRSS S�E 9CT _•+-' 1---.. PROTECT R CD.. ',' \t :�/ F1E: 730.00 -_ YE DETAIL SHEET CIDs VICINITY MAPE \ CURB N(,SE All: `NON F smeI T S Ow) WAREHOUSE _TTE cRoswA1x / 4s TAPER _ SEE NOTE G rNls sNEET ', // 2.0' NRIG �uFT GTE(tYP.) FFE:4730.00 SEE NOTE 9 �r +�; / GRAPHIC SCALE R IS (er OWNER) THIS SHEET�, + \FptE SEEMCE LINL CONTINUED If ) IyyF50 7\ ON 4FCNANx.A PLANS f�CSOR' ._C y 0 yF .1 WNIIF STRIPw(lyp.) II1r aE1 GTE •C - ME NOTE 9 THIS SHEET I:( SEE FIRE SERv1LF fMF M 13' D PLAN AND PROFILEOF FOR h (BY DN WA1FR SCRv10E pEfNIS - r' /wmI BOLLMDS(typ. 4?S show REIAwu ( IN FEET 1 PROPOSED OWGATE 1 inch - 50 It. �' WNFEH(xXSE nRE R TTIRE sLwwcE SERVICE A _ PROPOSED LAND USE: RY FENCE 3'STORM MH e.�' -\ _ SNFMMt 60'PROPOSED D.73 x OUTDOOR R'Er°'NN°fNc w°,"uoL o� ANo INLET PER _ N 14tN AVE. EASEMENT cob/oz7zo-t N„AP°RD"1 COMMERCIAL RETAIL PROPOSED CONDENSER LMnS 0.75 x SEE STRUCTURAL RAL4)2e - /07520-13 TENSE 9N5_ 71 RAVER sERwcE��'M NUARM SEE ECHANICAL PLANS t «I �' - SITE DATA (includes future expansion) AREA GROSS = 17.70 AC OR 770,945 SF R-15 PROPER", AIECFMNICAL A ELECTRICAL - _- R va AREA WITHIN ROW 4 6 F uETE LOGT,oN - __ E 0 62 23 S eaRNaAIrr -tp I Y w1T1,BOLLARDS W- RERXfoltCED 1 DETFI RAOMNT 104 - - �I [�] RETAIL BUILDING COVERAGE - 68,950 SF �4 SEE DETJ DOCKS SEE DETAIL SHEET C104 IITIUTY LINES COMMUEO ^ B-2 20EE YF oE1Al AND COORgINIE WRN ON,ECNAIRGL PLANS(try.) sr"M IMMN fHO CAP FW OPEN StRLICtURA PLANS uECHANIEx sHEEIs `RIM_4 nePo - - - •"'� WAREHOUSE BUILDING COVERAGE = 41,250 SF ✓ s�F X1.w SHIFT C1 e\ -� YELENP/311pIG(4R) PLANT NURSERY COVERAGE = 21,606 SF SPACE - -Gm -•, SEE NOTE a w16 SLEET (.� GRASS swALE 'KENYO NOBLE T STORAGE 'e 1 �UIL LNG KENYON NOBLE 1� I (M OWNER > OUTDOOR STORAGE COVERAGE = 125.636 SF �• \\ (FUTURE E. PnNtiloNl BUILDING -.� :�-I^' wx, �..I PARKING COVERAGE = 113,938 SF .-•ti 6•ROOF DRAIN MENNOUI ( ENOV ,.T.,4 ADACEw TO COLUMR. FFE:4735.50 - .- _ �' OPEN SPACE = 187,982 SF ST• ORM DRAIN END cAP I1 ME_NFMcRMN PLANS I �y ,rG7.4 RIM 4732.95 AND -(�)- HEET C-103 FOR DETAILS It I1,17WAD (1ry_ MootknF y,.,,,R.W msrul 6•sow-3s 72_6 ^' PROVIDED PARKING = 7 DISABLED STALLS SEE Of XNL SHEET C103 I-EurtMPX west<Iwroule) SEE LANDSCAPE PLAN FOR BLIND DOWNSIRLAM OF TEE )_, sIOERMLK SCOR•C ENM:n33.2s208 STANDARD STALLS INSTAL 6ADDL INv:uze.oe `�� TR 215 TOTAL STALLS INSIAL C 4BETE STORM DRAIHAc� DN MAN DAILY Moues BUILDING GENERAL NOTES: INIEI'c KR COB/O252R-4 FOR pURll� v D INSTALL 6"SrN-YT TEE - � 1`•-I 1. Construction work on this project shall be completed in accordance with Montana Public Works Standard C R TF AAV ANO TO CU �y - RINA733.25 HALL BE OT Ai 45 ANGLE TO FF / PARxI1G SACS INY..n25,07 Specifications, Fifth Edition, March 2003, and with City of Bozeman Modifications, Fifth Edition, March 2004. I LENOTH-4p' - _ e•soa- - wow w_.• H-o5 35 _ The Contractor shall restore I roadway surfaces I r rcondition h n xi ri r z oh .- sLaPE=osx L- 'p uov 2. a Co tracto e a esto a al oad ay th aces ee equal o belle than existed prior to -,n � - excavation as determined by Owner and the Engineer. \ fie•, _ TnnEwA 7o wqE �`"sEE LANDSCAPE PLAN d d - e- LR e _ 3. The location, depth and size of the existing utilities shown on these plans is approximate. The Contractor PLR Sze u R clxe6 cur MIKE RACK Pro - d �I s'r I '�.- P�y3 - - AI - OPEN shall verify the existence, location, depth and size of the utilities prior to construction. The Contractor shoe R-m b 1.25 x A.X _ e• \- _ a - - $PACE be solely responsible for any damage to the existing facilities due to failure to locate or properly provide '2-5 x ''25 x L25 x �� T2s x 125 x -- protection when location is known. _k set LANDSCAPE PLAN l:s x _ 65'N. nm AVE, 4. Asphalt, concrete curb and sidewalk shall be saw cut or neat cut by method approved by the Engineer. p. I ) _ -� EASEMENT 5. Side slopes off of drive and parking areas shall be 3:1 max unless otherwise directed by the Engineer. rlx;-111C�- - - 6. To Back Curb Radii to be 4' unless otherwise noted on the Ions. P P 14 \1/r a SIDEWALK TER Contractor to install City of Bozeman standard pedestrian ramps at all sidewalk/curb interfaces. Slope s OPEN „nu OyP.) _6 1. I L�-CL _ _- _ * °` `SEE PLAN 7. not to exceed 1" per 1 -0 - I D ,I PACE �e DECORATIVE t] / 8. Grade elevations dictated xx.xx on Ions are +4700' to Ci( of Bozeman datum. (RP CROSSWALK(typ RCARr s1oN J `_. D Y ME NOTES 1.PLANDX -1HT_ (W DINNER) �--" Y STORM MH 9. Pavement markings within site shall be 4" white and/or yellow painted markings as dictated on the siteplar, sNav NEE and in accordance with Section 02581 of MPWSS, Fifth Edition, March 2003. Mwu tiPJ __44 - 10.Bollards shall be installed �ILAN e' oR APPROYID EaluL W/rrPE c GRATF7 per COB Standard Drawing (✓02660-8. ---- --- RIM 4731,12 11. f r_ Fencing shot have minimum openings (bottom) 0 12-x4" every 10' for surface drainage. PEOEST1WN vae _ -a'"M SICE1•Ax 0 ) 1 W.4727.52. 12.Sidewalk shall be constructed of 4" of M-4000 concrete with a minimum of 3" of washed rock placed on SEE SHEET c-1o2 compacted native material or compacted imported material meeting the requirements of Section 02230 (M.P.W. Specs., 2003 ed.) I U� 13.Road, water, sewer and storm drainage plans associated with 14th and OP Street are to be submitted with IF WIDE 9ET�AC infrastructure improvements. PAYED TRAIL 5, I 14.Fire service and sewer plan and profiles are to be submitted with infrastructure improvements. - - --- 15.See sheet L-101 for exterior sign locations. 16.Decorative crosswalk shall be 6" M-4000 concrete reinforced with N4 bars on a 2' x 2' grid placed at 3" DI•oiiw-�0°D`AARnnreH -_ -- deep. See landscape plan for scoring and color. PER /026N-,3 YREL'IION/ I1EOf�W INSTAL.4'W/NOLE!36•STORM DRAN INLET.f MORRISON OAK STREET SEE LE1IA STEED C,02 EXTEND EXIST.1B•RCP TO MANHOLE. HA Wr4w4'"(0 &.� Siteplan/Grading Plan FxrsrNG Is-RCP- t PLUGGED AT WIN ENDS MAIERLE P,NC. Kenyon Noble ExPO%LAW Ie'RCP A pSCNARGE TO-DE gTCH. f-.. b.,Nl For I-e,c ai... YT- Ex1END PIPE I NECESWrv) �DIPS N.T PewNO CR.6�� �-1 O 1 CLIENT: 0' PLOTTED DATE: Nov/30/2006 - 04:01:05 pr. NIO'EM St. - _ _ FIELD WORK DATE:Ot/21/OS EIES�4eFT _ , DRAWING NAME: � _ DRAWN BY K. $CAL F:T"=50' _ H:\Se00\DO1\ACAD\PLANS\SENEETS\A+Ewtt.\SI1EPlAN.E.q CH I PROJ fROO,001 SHEET OF n Kenyon Noble Site - Details I /.71R IEMPpW(1'SIRAw fi4E CHE ��_ _' DAMS A MEl i0 pFF REWRED DETE OF 1250 T_ �lR1AOF-SW1kE-TOyfODCRF - _ TO MYL1D111 EIOSTRIC WATERLINE / rJ osx INSTALL g YNUS RIP RM TO PRET'TNT 1 II II SHEEP / I StORMWATER FROM WASHING W1 GRAVEL ROAD I IrY Nl SHEEP I \ 15 STOItlI DR.MIFLE 1 INSINk TEMPOR SIfUW—I CHECK YPgtART STfUW HAI�BNE I GAYS ACROSS CFMNNEL EVERY 100'TO ACHIEVE DAMS ACROSS RY JOBS O"T MHIEVE� REWIRED DETENTION VOLUME OF 12`A CFT. REIXRREp OF 2 50 CEP.. STRAW RKES SHNL RE PINNED DOWN AND B- STRAW BALE BE PINN(O D 6 RIP-RAP PlAGEO fM(5)FEET LATER BALES. RIP- ED ENE'.(5)FEET LATER n' )� I GRASS 5FE S 1 I11r sLDPE-D.sz� 1 ' 11 DETNL HEET CIO,CIOJ f lii \ r 8-1 ZONE 6-RCP OUTLET GRADED T DRAIN (A.B.) I LENCIB_N I SLOPE-1 Ca PROEC CULVERT OUTLET t6' _ PROTECT"PER DETNI 60'PROPOSED : III lE ON SHEET C-103 '— STREET EASEMENT PgRpO�►PIEpRAIry I.1 36-STORM ORARI KtT - . Fi T C L11FI WTLEI 1 PROS f�PER pETNL CURB FLDIF LIME FL-{n346[ ON S FT C-tOJ - RCP W.N-4723 S' 16-RCP 6N.OUP-♦2I 1 36' 6RA DRNN INLT PER COB/p2T2D-1 - - - CURB FL61�IFyL 1 EL-A l2h L%- - - 16- P I IN-4721.04' 16- P I OUT-4721.04 PER 1710-1 -- -PAT$LCK S ET OUTDOOR \ OPEN STORAGE SPACE \ T WAREIUSE j URE EXPA SIGN) OPEN / \ - PLANT/ SPACE NURSERS' MORRISON ,a Siteplan/Grading Plan MAIERLE,INc. Kenyon Noble RECORD DRAWING GLIENTpI � , INF),Ia11I F..,�,.1IIN C-101A FIELD WORK: DATE:01/71/OS PLOTTED DATE: Nov/30/200f'. 04:10:17 p- DRAWN BY: KDJ SCALE: DR„WING NAME. 1"=50' \JROO\OfII\nnl'.`�nvti\SHEETS\!NVINs\SITEPV'N--CIOt A. q CHECKED BY: PROJ �3900.001 SHEET - - — R Bnm.., Kenyon Noble Site - Details J? ry�ry J2 ry5 x x x 7ryti�1 JJ? SEE STRUCTURAL SHEETS JJ JJ FOR DIMENSIONS & DETAILS WAREHOUSE RAMP DETAIL QLOADING DOCK DETAL WA r RU 1$ra'WLF SM.r-V �. SCALE FU18M r-W HALF M MO' ' Of 2 2a so - J �p� 29.9 ^.Io'.vN ryry0 9 s V V WAREHOUSE RAMP SEE DETAIL THIS SHEET AND STRUCTURAL PLANS �91ryw �•$� ��cp 3z.z6 J. � ry�ry0 N`6 0° ory� ��s� `�1 INSTALL THREE (3) FLEXIBLE NOTES DELINEATORS AS SHOWN AND IN m ACCORDANCE WITH MDT DETAILED 4.40 `01a n •3.31 f� :� - 1. AREA WITHIN DIRECTIONAL MEDIAN DRAWING #619-40 JJ JJ _ RTM� 3s0 h ry �J �cP°go �� �h h SHALL BE EARTH FILL & 3"-6" ROUND 30.75o JJ.9 'tio }T.99 �}6 ' '' 3 � _ RIVER ROCK ON TOP, 11N0 DO NOT / 11a 31 39 J b JJ6 �Zpp .,?J? 2. DIRECTIONAL MEDIAN SHALL BE - I LOADING DOCK ry0 3J.05 h}1 9 FORM IN PLACE CURB AND GUTTER. - `SEE DETAIL THIS SHEET 3497 h . wow yry�ry w� ry�h - . ENTER AND STRUCTURAL PLANS 3q,J7 $$ e '. '- }.yjeb 3. DRIVEWAY APRON SHALL SLOPE AT b v 2 9 J3 3 32A°An Jq: 4_2% Lf2" PER FOOT) TO THE APRON + 33 3J.62 FLOWLINE. LAYDOWN CURB IN 35_0o s 6 J FRONT OF ENTRANG J4. E 9B 3•T JBJs$� SS}6 3 10 34.50 DIRECTIONAL MEDIAN DETAIL J J � BCAI.E FU19M T40'W1LFSM fdD' s w JJ' www 0 www o9^ ,�.� JrJ> 3}A2 J?J 9A -'a 3>5 35 3 2 3 - � LAYDOWN CURB IN �• 3�3>�� ��.b5 >z.64 34 10 3q.gg FRONT OF ENTRANCE 2"ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 97% MARSHALL ON 4" MINIMUM 1 1/2" MINUS TYPE A }2.86 JJ b3-_3. O 9� b,y� �. Os JJrJ y y. 3 ro.'''S10� CRUSHED BASE COURSE COMPACTED TO 97% RELATIVE 34 1 4 p'�1. $w J B g J:TJ - 7 w 4¢0' o mo w,r COMPACTION ON STRIPPED SUBGRADE, TOP 6" SCARIFIED ?3 3 6 0'♦ a J 3 hww AS N •n '� .�.'^r`v N v'wti"1.,�� '�$..'�'^".�i.Nh,' PLACE SPOIL AGAINST AND COMPACTED TO 95% RELATIVE COMPACTION. w w 36 ♦2 43g Jr 33.7? 33. J? 7. .s�� 'J?i- 7 's �' '•.ry' PAVEMENT,TYPICAL COMPACTION BASED UPON MSHTO T-99 g r s q 37> "� }3.gB 3 J i J60 J Jr� i JJr'�O 3�'S 325 3 32.2 3 B }}.44 w JJ •7J' w 33.04 33.14 'Oil }420 Jr`T+i ,i59 i s 60 331�w`rJ �n� 31.j} �m 3164 }704 www JJ'g0 ' ` 2 e 3 A97 •.+ J }4.`15 ?'S ti ti J ry�: O i0 �O 1 {"PER FOOT SLOPE TO DRAIN . 34 62 3� 354} bAs 7 g6 ,. q, 1sin ,196 J^' 3}}� }3. J�J 34 g3 .y57o 35 O> },039 Jq> 3}68 9 }28oA1 J�J� SU :. + ' SUBGRADE 3` J JS�Jss, 3 Jv�>> JSD}33 31 ww }}4l. 32.B3 J7�6 3/4-ROAD Mlx• 3iSOJ :dM 32'.3p 3}' 4 � }A'11 �A6 `i 9, 6.OJ s 3. sy ,P-' 32- } -. 415 `i i .�h pS J5.65 11 J O J 3 SJyp 15 J�6`6, 14� 3'3539 J`SrnJ+J� `T6 PREVENTIVE FABRIC OR EQUAL INSTALL TYPAR 3301 WEED L 1 36.g5 s 9r' J6r - - -.,xau - 3• 34�s}4g1 3! 35.62 wsmw � '' }36 p7 JJ SSJ 36 T /J9 PAVED TRAL TYPICAL SECTION TYPICAL SECTION �D,. w 697� 9�.y __ } 37,24 J - }7.24 .. .02 - ,, LEGEND: MORRISON Siteplan/Grading Plan -- - - - LBC ELEV/ASPHALT ELEV. MAIERLE,INC. OPTOP/BOTTOM ELEV. '� Kenyon Noble ADD 4700.00' FOR C.O.B. DATUM �,,,A p, .,,w....n yrr�.�e�m4m v.IW>n C-lO2 RIGHTIN/RIGHT OUT CLIENT: RECORD DRAWING SPOT ELEVATm DETAIL SHEET C103 DIRECTIONAL MEDIAN 4� SPILL CURB. SEE PLATTED DATE Nov/30/2006 - 0417 18 pm BCALERAlSMT"60'HALF r"110 KDJ SEE DETAIL THIS SHEET FIELD WORK DATE:01/2t/OS DRAWING NAME: DRAWN BY: SGAL F:1"=5D' H:\3900\001\ACAD\PUNS\SHEETS\Andrins\SITEPUN.Op CHECKED BY: PROJ :3��.001 SHEET OF (SEEDED) CULVERT AS COARSE GRASS NOTED ON PLANS Ken on Noble Site Details � R CORD DRAWING 4; MAN VARIES _ FINISH GRADE J HAND PLACED MiN �`.� CATCH ® 8"-INCH MINUS GEOTEXTILE FABRIC EX. GRND. �AS DIR. BY ENG. AMOCO CEF STYLE 0069UIk HC SIGN 0 EACH HC STALL 2002 OR APP'D EQ. SEE HC SIGN DETAIL GEOTEXTILE FABRIC AM000 CEF STYLE (ADD VAN ASSESSIBLE" TO 2' MIN 2002 OR APP'D. EQ. SWALE BOTTOM THESE SIGNS AS DEPICTED ON SITEPLAN) HC SIGN SEE �S�GRASS SWALE DETAIL CULVERT OUTLET PROTECTION HC SIGN DETAIL 1/4" BELOW TOP OF NEW FINISHED SURFACE ASPHALT HEAVY DUTY MONUMENT BOX, SIMILAR TO CAIRD ENG. NO. 50608-1 11/2" MINUS CRUSHED GRAVEL 4' WIDE YELLOW 6" COB STANDARD FOR USE ON SANITARY SEWER CLEANOUTS LOCATED IN ASPHALT PARKING STRIPES CURB & GUTTER STREET & GRAVEL SEE NOTE 9 SHEET C101 SEAL JOINT WITH RAM-NEK PARKING LOT PIT-RUN GRAVEL ' - 8" X 3' ROUND CONCRETE SLAB 3"ASPHALTIC CONCRETE, GRADE B. COMPACTED TO 97% MARSHALL ON a FOR USE ON SANITARY SEWER 8" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO NOTES: " ° CLEANOUTS LOCATED IN ASPHALT. 97% RELATIVE COMPACTION ON 12" OF 6" MINUS PIT-RUN GRAVEL SLIP HUB TO THREADED ADAPTOR, FOR COMPACTED TO 97% RELATIVE COMPACTION ON SUBGRADE, TOP 6" 1. HANDICAPPED STALL WIDTHS ARE 9' USE ON SANITARY SEWER CLEANOUTS SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. FROST LOCATED IN ASPHALT (COMPACTION HASFU UPON AASHTO T 991 EXPANSION 2. HANDICAPPED PARKING STRIPES SLEEVE THREADED PLUG, FOR USE ON SANITARY SEWER ARE 5' WIDE AND "VAN ASSESSIBLE" CLEANOUTS LOCATED IN ASPHALT PARKING LOT AND PAVEMENT SECTION DETAIL pp� py PARKING STRIPES ARE 8' WIDE. 1' 6' L) _HANDICAPPED PARKING DETAILS CLEANOUT PIPE, 6" SDR-35 PVC CUT TOP PORTION OF GRADE TO DRAIN 45' TEE SO ELEVATION EQUALS AROUND MH AS REO'D 3' - 0" MIN. FOR SEWER 1/8 BEND (OR APPROPRIATE ANGLE TO MAX WATER ELEVATION STEEL HANICAP ENSURE CLEANOUT IS VERTICAL) PARKING SIGN GROUT BETWEEN 18" RCP AND 15' PVC RIM 27.50' (WHITE SYMBOLS ANTI FOR WATERTIGHT SEAL AND SUPPORT. I cu CONTRACTOR MAY USE THE TEE ITSELF 12" LETTERS ON BLUE OR A PIECE OF 15" PVC WITH THE BACKGROUND) TEE GLUED TO IT HANDICAPPED - --- -- -- 0 MAX WATER ELEVATION 26.50' PARKING ONLY_ OUTLET PIPE 18" RCP O 0.58% T23.19' 25.50' INLET PIPE 15" SDR 35 PVC-FLAT STORM DRAIN 15.15.15 PERMIT PVC TEE REQUIRED $100 FINE SUMP 9" 27'7" 15" CAP WITH � END OF LINE CLEANOUT 5.00" DIA. ORIFICE NOTES: IF REQUIRED USE PLUG 1. SEWER MAIN CLEANOUTS TO BE INSTALL DIRECTLY ABOVE SEWER MAIN. 2. STORM DRAIN CLEANOUTS (END OF LINE) TO BE INSTALLED DIRECTLY ABOVE STORM DRAIN MAIN.. STEEL POST SET IN 3. STORM DRAIN CLEANOUTS (ROOF DRAINAGE) TO BE INSTALLED APPROX. SEVEN FEET OFFSET FROM CONCRETE BASE STORM DRAIN TOWARDS BUILDING. PLEASE REFER TO SITEPLAN AND/OR BUILDING PLANS FOR LOCATIONS 4.00' OF ROOF DRAIN CLEANOUTS. 4. STORM DRAIN CLEANOUTS SHALL BE EXTENDED 6"ABOVE CONCRETE GRADE AND HAVE A CAP INSTALLED. 4.67' r6-'�SANITARY SEWER/STORM DRAIN CLEANOUT DETAIL NORTHWEST DETENTION POND OUTLET STRUCTURE GRADE TO DRAIN _ 24' AROUND MH AS REO'D 'S 2" CUT TOP PORTION OF } / TEE SO ELEVATION EQUALS RIM 27.00 !' 7��) 'Q 41R ❑R FINISH GRADE WALk. �u awe TOP OF CURB MAX WATER ELEVATION I - 12". e/r w 1°Wrx V MAX WATER ELEVATION 26.00' -- - ° Pe 6. 7.5' OUTLET PIPE 18" PVC O 1.06% T21.99' 24.50' INLET PIPE 18" SDR 35 PVC-FLATCRUSHEDGRAVEL 18.18.18 _ -_ 645E - }'MIN. ��oe °CRUS ------ -----?�.........PVC TEE >'SUB-BASE 3Q.1" COURSE-12"MIN 8" CAP WITH SUMP 9"7.00" DIA. ORFICE `Q NOTES- COMPACTED SUBGRADE /�y�­\���ryY���' eer�Ee��ryu��6' X 12' CONCRETE BASE 1- Subgr prepor°tbn.n°II conform W Sxtion 022M(M.P.W.Spece.,2W3 eE.) ( N 1 1 W WIVJ'V 1 W NM\DI�/"VL 4] 2 j 0.5' conno°ti°n oint,.n°II x pl«ed m lO'mt..wm orw.non n°..°mm�m°m xptn m a.00' --I <90.Q I , p�°minim°m MORRISON Siteplan/Grading Plan�'a.p°nsion join mot,,wo eh<II p Plp pt o11 P.C.e,P.T.'e,curt retume and pt wl m 4" TO 8" COBBLE tnon 300'mtm°°1. The e,p ion m 1t 1.non<.t<nd through the full depth of tn<cv t o.d MAIERLE INC. " OR ROCK W/ GEOTEXTILE : No cvro om u<.en°n x waa eitnom o rirwl corm .rse-p....v:e... Kenyon Noble gu p n.pe°n°n br the Cq En9in o.Ne lol y1-11w C-103 4 67' FABRIC, AMOCO CER ep c° t°tNe ` STYLE 2002 OR APP'D EQ. s eon°.<t< °II n<Ca M-4DOD CLIENT: n. eruened 9r 0 base anon m<e-m<.e9vi.emem<°f S-ti.02235(MPW SPECS.2003<dJ PLOTTED DATE: Nov/30/2006 - 04:21:18 pm FIELD WORK: DATE:O1/21/OS DRAWING NAME. �1 NORTHEAST DETENTION POND OUTLET STRUCTURE RETENTION POND OVERFLOW DETAIL �CURB AND GUTTER DETAIL DRAWN BY: KD SGALE:1"=50' H\3900\001\ACAD\PIANS\SHEETS\Asb°i",\SREPLAN.d.g CHECKED BY: PROJ :3900.001 SHEET OF �p�EJ� COORDINATE W/SITE/CIVIL WARE LBE WAREHOUSE RAMP NOT SHOWN,SEE SITE/CIVIL — scJ I - SEE 9 E/CI L S GRADING PLAN FOR O I I REQUIRED SLOPING (/ S Ir SCJ 1 - 3 SLAB-ON- GRADE,TYP. L a $ - scJ ) - SEE SITE/CIVIL U GRADING PLAN FOR COORDINATE W/SITE/CIVIL REWIRED SLOPING SCJ U N N U SCJ N CRC 3 CONSTRUCTION 4 CON ACTION JOINT,(CRJ),TYP. ELECTRCALL.AND UTILITIES. MECHANICAL, JOINT,(SCJ),TYP. KM ON ON N &E BUIONG LOADING DOCK AREA, SEE SITE/CIVIL AND STRUCTURAL FOR DESIGN AND DETAILING REINFORCED CONCRETE SLAB PLAN SCALE: 1'=12'(Prior to Retlucti—) SEE MECH.FOR /5 O 10*O.C.E.W. 'IN-SLAB'HEATING CTRD.IN SLAR HAND TOOLED/ GROOVED JOINT T.O.SL, EDGE TO MATCH I VARIES.SEE CONTRACTION JOINTS I SITE CIVIL .. _ \ / B CONC. B �5 r 3'-1'LAPPED O \ SLAB EVERY-OTHER SLAB \ PROVIDE JOINT T'O'SL'• REINF.BAR / SEALANT PER VARIE SEE SPECIFICATIONS SITE/CIVIL _ CRUSHED BASE III, IIIIII- II II III I I III AGGREGATE,SEE SPEGS`� RECORD DRAWING EXISTING REOUIREMENTS NATIVE RECORD oor SOIL SEE SLAB DETAIL1 1 FOR REINF. 8' B" SEE SLAB DETAIL FOR NOTES. SUBGRADE PREP, 1.)SEE FIND.PLANS FOR JOINT LOCATION k SPACING REOUIREMENTS 2.)GROOVE SLAB WITHIN 12 HOURS OF INITIAL FLOATING. 4MORRISON Reinforced Concrete Slab Plan (__216'SLAB-0-09ADE SLAB CONSTRUCTION JONT(CRJ) ri_'),SLAB CONTRACTION JOINT(SCJ) MAIERLE,iNc. Kenyon Noble NTS NTS NTS rrq ei Y W�ou M.Nm.w,�.Iw C-1 04 CLIENT: FIELD WORK: DATE:OT/2T/05 PLOTTED DATE: Nov/30/2006 - 04:24:53 pm SCALE: DRAWANG NAME: DRAWN BY: NJM H�,\39DD\oot\ACAD\BEANS\sHEETsWwins\snerw+.a.y CHECKED BY:KWK PROD :3900.001 SHEET OF 3� STA 8+68.0 (RT 20.5') mo° INSTALL STREET MARKER STA 13+40L6 (RT SIGN SIGN PER COB 2S a STD 09810-1 INSTALL STOP SIGN z?ooi AND STREET MARKER SIGN PATRICKST PER COB STD 09810-1 aowi �o N14THAVE AND 09810-4 STOP PA7RICR ST OD p 0- -- - ° 0 0—} o I — o+ +— w Q z m rn N a: ° O O0 N �Qe� Z J z e RECORD DRAWING - m m W 0iz W Q F rc S d ♦- K 0 z 00 i zzN z N 6 00 Sg Y OWE ? st y O I � s 5+00 S INSTALL NO PARKING SIGN PER COB STD 09810-1 Nn o n � 4t00 ; u °d o INSTALL NO PARKING Q E SIGN PER COB Z e STD 09810-1 Q n n NO J O e o U STA 1+80.0 (BOTH SIDES) INSTALL NO PARKING 3+00. QLn SIGN PER COB ~ Z o STD 09810-1 Lil w GRAPHIC SCALE w Lj I IN FEET) � O ° r;Mn- TIE a0 n. -0 1— z o Of STA 1+59.5 (LT 20.5') Y a INSTALL STOP SIGN INSTALL NO PARKING Q SIGN PER COB tr Z I AND STREET MARKER SIGN p 0 STD 09810-1 PER COB STD 09810-1 O r 0 v AND 09810-4 NO W U N J Q STOP N u1H AVE I P ir m I- aA1c ~ o z � - — — — - 40 z z +W O } I + a O LLJ NO + 1 + + W i + +p p + — s 0. N ag I o 1 9' + I + m O OD Q — N PROJECT NO. a 3900.001 00 SHEET NUMBER O O DRAWING NUM FF' n D-1 ww 2 m00 UZ adWi �o PAVEMENT MARKING DESCRIPTIONS SCALE: NTS TYPICAL ROADWAY STRIPING SCALE: NTS w;; 1a 4" BROKEN 4" YELLOW €ate �Ls{' WHITE PROPOSED TBC ,-"'.8'3'3 y"j a A a Jyy/ 4" SOLID e 15 4" WHITE EPDXY DOUBLE YELLOW 2 8" WHITE 12 8" SOLID 4" WHITE SKIP WHITE 24" WHIT m Q3 w � ID, 12' N 4" DOUBLE SKIP 14' A = a 24" YELLOW Q 30 0 {'YIN. Z LLJ i NOTES: 25 4" SOLID I �I 1. ALL PAVEMENT SYMBOLS AND TRANSVERSE MARKINGS SHALL Bk 'L�+ INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. PAVEMENT DOUBLE YELLOW STRIPING SHALL BE EPDXY PAINT z ;; is 2. ROAD CONSTRUCTION TO INCLUDE FULL BUILDOUT OF SECTION �' P LT OF C.L. PER STPU 1202(3)- STA 16+49.3 TO STA 28+82.6 g= INSTALL NEW YELLOW CURB w Y'` PAINT EACH SIDE OF STREET IN CONJUCTION WITH STRIPING c o l OQ€ & `1 _ S 4}00 III�'',�I g LJ v i INSTALL NEW LANE DIVIDER o 30' a STRIPING n 6 � 34-00 INSTALL NEW 24" o i GRAPHIC SCALE I YELLOW STRIPING L ( IN FEET) Q I min= 40 n. STA 1+59.5-1+80.0 Z r INSTALL NEW YELLOW CURB - INSTALL NEW 24" Q a PAINT EACH SIDE OF STREET STOP BARS PER �. Z p COB STD 02581 Q-1 04' J O 12 NEW EDGE OF INSTALL NEW 24" C..) ASPHALT INSTALL NEW 8" STOP BAR PER 2 00 INSTALL NEW 8" INSTALL EW Li U) SOILID WHITE LINE COB STD 02581-1 STANDARD CROSS n EXISTING EDGE FROM N WHITE LINE FUTURE TOP ' WALK PER COB Z 'o OF ASPHALT TO N 14TH AVE BACK OF CURB STD 02581-1Q INSTALL NEW Q z Q NEW TOP BACK INSTALL NEW 8" TURN ARROWS 4 W SOILID WHITE LINE Lv w OF CURB FROM N 14TH AVE ©® of > u 1 TO N 11TH AVE � 0 I Q INSTALL NEW 24" 5 70 (/) _t ` STOP BARS PER f n t I + COB STD 02581-1 ][ OBLITERATE 4" + I 1 00 + CN WHITE EPDXY INSTALL NEW 4" O po I + I + I Iv ti - - N - __ - - - ----- - - - LLJ TAPER + + - J XI TING CENTER BROKEN WHITE LINE p — I I + LANE STRIPING FROM N 15TH AVE m TO N 14TH AVE T STALL NEW I INSTALL NEW INSTALL NEW 4" p I + I t I m O V) n ,�q ® TURN B WHITE LINE FROMNIN 14TH AVE p ^' w TO N 11 AVE EXISTING CENTER EXISTING Z In Ti LANE STRIPING TURN ARROWSSTA INSTALL NEW B" O OBLITERATE EXISTING TO +10.9 1 _ a STANDARD CROSS CENTER LANE STRIPING WALK PER COB Z Z V, .100 STD 02581-1 Y a Q w N o O V m Q O PROJECT NO. 39 RECORD DRAWING ��' 0 SHEET NUMBER n S DRAWING NUMBEP D-2 moo zmz� z o nWWi o PLACE SPOIL AGAINST 2"ASPHALTIC CONCRETE, GRADE B. COMPACTED TO 97% MARSHALL �o�o �� PAVEMENT, TYPICAL ON 4' MINIMUM 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 97% RELATIVE COMPACTION ON STRIPPED SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. (COMPACTION BASED UPON AASHTO T-99) ` e 1/4'PER F007 SLOPE TO DRAIN Z V 4 C Z m rya J: e o _ 4 4 d SUBGRADE d • - h �• SUBGRADE z E �- 3/4 ROAD MIX suecRADE INSTALL TYPAR 1301 WEED 0 PREVENTIVE FABRIC OR EQUAL 2 0 TYPICAL TRAIL SECTION SCALE: NTS D—3 EAST z WEST EASEMENT k LINE how 60' ROW z I �T BC CL TBC � i u�3 N Fs.o�zob I z.o .s' is.s' - 2.0' �2 E I---II( s.0' {I ' 1s f CROWN=0.03 FEET PER F00T (IYP. BOTH SIDES) AA 2 -ZU-. 8g C.O.B. SIDEWALK BOULEVARD -- - C.O.B. STD CURB & GUTTER Q MIN. CRUSHED BASE ASPHALT COURRSE UNDER GRUB CRUSHED TOP SURFACING PRRUN AMOCO 2002 3"ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 97% MARSHALL FABRIC ON 8" MINIMUM 1-1/2' MINUS TYPE A CRUSHED BASE COURSE N 1+1 o COMPACTED TO 97% RELATIVE COMPACTION ON 24" OF 6" MINUS IrN�lH PIT RUN GRAVEL COMPACTED TO 97% RELATIVE COMPACTION ON FABRIC ON SUBGRADE, TOP 6" SCARIFIED AND COMPACTED TO 95% Q Qj & TYPICAL SECTION r2 RELATIVE COMPACTION. (COMPACTION BASED UPON AASHTO T-99) 'cl i SCALE: NTS D-3 /--� — S6 >2 _ 140'R/W 50' 90' -� 7 ' 14.0' SEAL & COVI R, PRIME & TACK EXISTING 6.0, SHOULDER 12.0' TRAVEL LANE 12.0' TURN LANE 14.0' TURN LANE Z. o -La - Nor PLANT LtlX ASPHALT CONCRETE SURFACE COURSE 0.15'CRUSHED TOP SURFACE(TYPE A GRADE 2) 3 3 o a - - a c, z PROPOSED CONSTRUCTION- THIS PROTECT o 0.95'CRUSHED BASE COURSE(TYPE A,(RUDE 6) FUTURE CONSTRUCTION-NOT THIS PROJECT J � 2.00'SPECIAL BORROW U Q I TYPICAL- SECTION-OAK ST. - EAST OF 19TH 3 � 0 N SCALE: NTS D—Z J � o W W 0 C (n J U Q Y w Q c� PHALT (D cl) n 40 -f r-1 1/2' MINUS CRUSHED GRAVEL W O J � 1 m OPIT-RUN GRAVEL a � PARKING LOT I / 3"ASPHALTIC CONCRETE GRADE B, COMPACTED TO 97% O N 20 MARSHALL ON 8"OF 1-1/2" MINUS TYPE A CRUSHED BASE w N I COURSE COMPACTED TO 97% RELATIVE COMPACTION ON 24" � OF 6" MINUS PIT-RUN GRAVEL COMPACTED TO 97% Z Z w ut RELATIVE COMPATION ON FABRIC ON SUBGRADE, TOP 6" a� g SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. Y w O. 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