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HomeMy WebLinkAboutRose Park Subdivision K l ¢O O Q1 =2 aF Q CONSTRUCTION PLANS FOR 3w� o �Q =o O =�Q ROSE PARK SUBDIVISION �a�mp oa ��o?oia'o �p�3A m L; d 0 JANUARY 1999pROFE DEVELOPER: _ o ROSE PARK HOLDINGS, L.L.C. w " 2111 HIGHLAND COURT P.O. BOX 1799 BOZEMAN, MT 59771 O W� Rawhide Ridge Cit. �� _ mI W S N i J�� Boothill C-- 00o g _iaxter Ln. o � 3 < 5 -C m a SUBJECT PROPERTY z Ook St. t .Maplewood St. al F Z i o, �iJRRISO MA E LE NC. O_ Z Stevens 1 QUALITY SA SURANCE Z u. St. I Q� W -i Windsor St ,�kQ .O •4 e��,, m a- Ll�SHEET N0. DRAWING N0. TITLE . Project Manager Z GENERAL 9�'e S. � Q o u) oc�. �' 4•.. I- 1 G-1 COVER SHEET r YI' ,terrace Ave. Discb Ine Head or Office noger Y �JJU vi!� L - 2 G-2 GENERAL LEGENDIII 7 ) 3 G-3 STANDARD ABBREVIATIONS & NOTES C- Durston RD. - Feet Reviewer Z SANITARY SEWER, WATER & ROAD IMPROVEMENTS _ / 111 O (n U 4 -1 INDEX SHEET L h III « �'I mo--Projec��pal C) 5 E-1 SITE GRADING PLAN t o _ 6 E-2 DRAINAGE STRUCTURE DETAIL SHEET rv, o mOffice—Manager tJ in III OA No, 7 P-1 ROAD IMPROVEMENTSm{ Approval 8 P-2 INTERSECTION GRADING Z z z z z -� z z z 9�0S. 9 S-1 SEWER IMPROVEMENTS - — _ — Date: 2-�-•}� 10 W-1 WATER IMPROVEMENTS 11 W-2 WATER IMPROVEMENTS [Project No.: 1754.036/010/0310 PROJECT NO. 1754.036 010 1 BEING LOT 4, ANNIE SUBDIVISION, PHASE II SHEET NUMBER SITUATED IN THE NE 1/4 AND THE SE 1/4 OF SECTION 2, T.2S., R.5E., P.M.M. (9.642 ACS.) I CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA DPAWNG NUMBER REC_oe.D 8/Z5/99 G-1 G-i.DM4 MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS � >���=<�N GENERAL PIPING NOTE$ DOUBLE LANE SINGLE LINE ,., m_o_o u w BOUNDARY AND/OR PROPERTY LINE EXISTING PIPE(SCREENED) ter— GATE -— W s a 1 9 CONCRETE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION z_�n � H-- POINTS.MINIMUM COVER SHALL BE 6'-0"UNLESS OTHERWISE NEW PIPE - KNIFE GATE w i�" a x—x FENCE LINE SHOWN. ~ z$9 z rc z EXISTING PIPE TO BE ABANDONED BUTTERFLY = 2.SIZE OF FITTINGS SHOWN W DRAWINGS SHALL CORRESPOND x x x x x EXISTING PIPE TO BE REMOVED -�^� GLOBE w 3 i a -i EASEMENT LINE x F W o z z o - CMU PLAN TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE d a w u INDICATED. zo ICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE WELDED JOINT BALL z F a N N w w SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. _ -� GROOVED END JOINT- FLEXIBLE VEE-BALL OU CMU SECTION CENTERLINE (?) 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SEAT PORT PLUMBING FIXTURE INDENTIFICATION ��gffi SHOWN IS ONE APPROXIMATE.FINAL SUPPORT REQUIREMENTS -� -- ( GROOVED END JOINT-RIGID I$'- ECCENTRIC PLUG W/REWIRED i o?`�i z o SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE SEAT LOCATION ELT BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL ,v— PLUG OR COCK �3n I BE AS SPECIFIED. - - E FLANGED JOINT iP OF DRINKING FOUNTAIN - FULL PORT PLUG EEW EMERGENCY EYE WASH - ROAD(EDGE OF EXISTING PAVEMENT) EI MECHANICAL JOINT NEEDLE KSK KITCHEN SINK O - - METAL STUD WALL PLAN 4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. �3F— LAV LAVATORY vi z N oc�6 p EXISTING CULVERT - E HUB 8 SPIGOT JOINT C1 DIAPHRAGMSH(RUBBER GASKET PUSH-ON) ..,_ SHOWER Q =o y G 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL PINCH SK SINK e BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS 0 BALL JOINT HORIZONTAL/VERTICAL CONTROL POINT SSH SAFETY SHOWER m Pd SWING CHECK STUD WALL PLAN OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR SSX SERVICE SINK CONTROL POINT TEST PRESSURES SPECIFIED. .- I FLANGE COUPLING ADAPTER 10 DOUBLE DISK CHECK wC WATER CLOSET EXAMPLE- --- A I— BALL CHECK MH WATER HEATER 6. SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN FLEXIBLE COUPLING --{ HOSE VALVE WS WASH STATION FIXTURE LEGEND + COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER UR URINAL MASONRY VENEER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT _ FLEXIBLE COUPLING WITH NON FREEZE HOSE VALVE -�% VC VANITY CABINET NO.IN SPECIRCATKINS o BORING LOCATION AND NUMBER. SEE NECESSARILY USED IN THE PROJECT. ��-'-- THRUST TIES X= N0.IN SPECS W rc a �B-1 SPECS FOR BORING LOGS. w 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. _ STEEL BELLOWS —OBI NON FREEZE HOSE VALVE WITH HOSE RACK z i �.+ W - ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT So- SAMPLE IN SPECS VALVE ACTUATOR SYMBOLS w N kN o N c 32+00 EXPANSION JOINT GYPSUM WALL BOARD SURVEY HUB AND TACK WITH STATION WELDED,GROOVED END OR SCREWED PIPING,SHALL RE ELASTOMER BELLOWS U.S. GOVERNMENT BOUNDARY MARKER. PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION -- —'�'— EXPANSION JOINT MUD CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. PNEUMATIC w/POSITIONER BM-2 BENCHMARK LOCATION AND NUMBER OR - ELBOW UP PRESSURE RELIEF _ MENEM RIGID INSULATION EASEMENT CORNER REBAR B. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE Q AIR AND/OR VACUUM RELEASE r O MONUMENT BOX 4 RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A C L PNEUMATIC w/SOLENOID ELBOW DOWN I � FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE REGULATED SIDE _ SHALL BE JOINED TO THE COUPLING ADAPTOR. -- PRESSURE CONTROL W o TEE UP Q PENT OF INTERSECTION, SET 5 B x 18' ELECTRIC Lj - - y GATT INSULATION OO �" 9.VALVE BOXES REWIRED FOR ALL VALVES IN A BURIED SERVICE. TEE DOWN � REBAR W/L.S. CAP STAMPED C-329" —�- MULTI-PORT VALVE In,P-3 PIEZOMETER LOCATION AND NUMBER 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY } ALL VALVE SHOWN.FOR OTHER VALVE �I - APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE YPES,APPROPRIATE VALVE SYMBOL SHOWN.) QII ELECTRIC w/POSITIONER LATERAL UP A - RROWS INDICATE FLOW PATTERN.SEAT PORTS I - PLYWOOD X 1000 EXISTING GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ARE IMPLIED BY INDICATED FLOW PATTERN. 11, THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR - - �� LATERAL DOWN SOLENOID 4 HYDRAULIC 1 0 ®1D00 FINISH GRADE THE COORDINATING AND PERFORMING THE CONNECTION OF THE .. ~N~ PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS _ {X CONCENTRIC REDUCER STEEL 42.6 ELEVATION ORIGINAL GROUND CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND T MANUAL N TO THE WORK OF OTHER CONTRACTORS.AS NOTED. MISCELLANEOUS PIPING SYMBOLS EDGE OF TREES,BRUSH ^I ECCENTRIC REDUCER 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE STRAINER O E THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, 4 �1 WOOD, ROUGH CONTINUOUS FLEXIBLE(ELASTOMER)PIPE CONNECTIONSOLENOID12" EXISTING TREE W/APPROX. TRUNK DIAMETER THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR �I~ UNION SIGHT GLASS o STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. I BAND FLANGE a © BUSH AND INVERT ELEVATIONS. PLUG GAUGE WITH COCK �- -- � � WOOD. ROUGH NON-CONTINUOUS NEW TREE AS SPECIFIED - E CAP THERMOMETER a v-a SIGN, ONE POST OR TWO POST PIPING DESIGNATION l ANCHOR ROTAMETER _ WOOD, FINISHED ® EXISTING MANHOLE EXAMPLE ELBOW 90 DEGREE 1 A 1--x GALVANIC ANODE PIPE AND FITTING END PATTERNS 16 RW - `J S BELL ® NEW MANHOLE CROSS XX� AIR SET SPIGOT RW' %X= SUPPLY PRESSURE-PSIG F FLANGE w- T PIPE. USE FLOW STREAM IDENTIFICATION LEGEND,ON pS (SEE I INSTRUMENT SYMBOL w GROUND SURFACE '� EXISTING UTILITY OR TELEPHONE POLE DWG.GUS SEE PIPING SCHEDULE A THE SPECIFICATIONS. �T�- �E 26_1-p (SEE k C LEGEND) PE PLAIN END NEW UTILITY OR TELEPHONE POLE NOMINAL PIPE DIAMETER _mayT GE GROOVED END m m m e ELBOW 45 DEGREE f WATER BLOW OFF VALVE MJ MECHANICAL JOINT ; ACOUSTICAL TILE DITCH SHOWING DIRECTION OF FLOW { a o VALVE DESIGNATIONS �i FIRE HYDRANT PO PUSH-ON CREEK/RIVER W/DIRECTION OF FLOW ---Fir--- LATERAL 0-\-/ CATHODIC PROTECTION TEST STATION ARCHITECTURAL LEGEND __ OR CATHODIC PROTECTION ANODE F CONTROL VALVES: ACTIVE 1000 EXISTING CONTOUR XCV ALLI VALVES AS �- EXAMPLE: MJ PE �/_\ INACTIVE SHOWN ES PVARI FILTER y \C �1000�� NEW CONTOUR FLOW DIRECTION %=PROCESS VARIABLE NIT GATE SYMBOLS INDICATES PAIR OF DOORS 1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE -VALVE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN EXISTING STRUCTURE TO 8E REMOVED • SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING �VIE PLAN N W DOOR NUMBER MANUAL VALVES SPECIFICATIONS. MISCELLANEOUS MECHANICAL, EXISTING STRUCTURE • 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC F WINDOW TYPE p-Q�lr.� ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END C� SLUICE O A24 DWG. NO. WINDOW `��CF-1' CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. PLUMBING SYMBOLS ELEV. OCCURS ON 8"-V400 EXISTING A.C. PAVEMENT• 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR O BUTTERFLY z 10-3 ROOM NUMBER SIZE OF VALVE- I SCREENED AND IS NOTED AS EXISTING, NEW PIPING AND ps Q < Ljj VALVE DESIGNATION -- EQUIPMENT IS SHOWN HEAVY LINED. PRESSURE SWITCH NEW A.C. PAVEMENT• T- 01 VALVE TWO, SEE 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL rv� FLAP T-E HOSE RACK (TYPE AS INDICATED) m W NOTE INDICATOR SPECIFICATIONS- DRAWINGS. L � -� GRAVEL SURFACE EAR SAFETY SHOWER AND EYEWASH Y <v J • SHEAR SSH-% ACCESS HATCH X = NO. IN SPECIFICATIONS N v Q " CONCRETE WALK • F FABRICATED SLIDE Q GENERAL NOTES: x = F - FLOOR CLEANOUT O VINDICATE HINGE SIDE: SIDE WHERE LINES ^•XCO D - DECK CLEANOUT Im-� w MEET (RIGHT SIDE ON SYMBOL) 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON 0— W - WALL CLEANOUT �� Z LIMITS OF TOPSOIL AND SEEDING• STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS V - VENT CLEANOUT W J Li ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS 0 Li WALL FIRE EXTINGUISHER � ''p MAY NOT BE SHOWN ON THE PLANS. IN X" - NUMBER IN SPECS L�p''Ip I3:1�_� EXISTING SLOPE ASE NOTEDM•"T' GENERAL DESIGN DESIGNATIONS O X -HD-XY HUB D N0. IN SPECS cc FEXT-"X" Y- P WITH PRIMED TRAP SECTION (LETTER) OR ON DRAWING WERE SECTION 3;1 NEW EMBANKM T ENT OR CUT SLOPE. DETAIL (NUMERAL) OR DETAIL IS TAKEN: FD-XY FLOOR DRAIN DESIGNATION - - -- _ DRIVING NUMBER % - NO. IN SPECS SLOPE AS NOED • q X-X WHERE SHOWN ® Y - P WITH PRIMED TRAP X:X HORIZONTAL DISTANCE VERTICAL DISTANCE ON DRAWING WHERE SECTION OD-X �03W= RIPRAP OR DETAIL IS SHOWN: O OVERFLOWNO. IN SPEC`: DRAWINGNOTES: (OR SAMEN WHERE TAKEN RD-X DRAANNG) --UMBER DRAWING NUMBERS O % = NO. IN SPECS ROOF DRAIN 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. DETAIL AND SECTION DESIGNATION PROJECT NO. 2, IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE AD-XY AREA DRAIN '/5.036 01 0310 ® X - NO. IN SPECS NOTED AS EXISTING"AND ARE SHOWN IN LIGHT LINE Y - P WITH PRIMED TRAP SHEET NUMBER WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- STANDARD DETAIL NUMBER-- XX%XX ---- STANDARD DETAIL DESIGNATION 2 URES ARE SHOWN IN HEAVY LINE WEIGHTS. PAWING NUMBF STANDARD DETAIL DESIGNATION RE'_cD� �2a�Iy� g�zsf99 —� ABBREVIATIONS GENERAL NOTES T,a ' PERP PERPENDICULAR �o`Sww AB ANCHOR BOLT IEXISTING 1. All construction work on this project shall be completed in [i PH PIPE HANGER ABDN ABANDON EXT EXTENSION, EXTERIOR accordonce with Montana Public Works Standard Specifications, O a i o b PI PRESSURE INDICATOR, POINT OF INTERSECTION Fourth Edition, January, 1996 with May, 1997 C.O.B. w a 3�' ACV ABOVE F FLANGE I PREMOLDED JOINT FILLER Y } J i o ii o AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FAB FABRICATE Modifications to MPW and Addendum N0.1 to C.O.B. d i �- ADDL ADDITIONAL FB FLAT BAR, FACE BRICK PL PLATE, PROPERTY LINE Modifications dated February, 1998 and these Contract O o w o o a- PLYMIO PLYWOOD Documents. ADJ ADJACENT, ADJUST FC FLEXIBLE COUPLING U �^u W n a m n PMP PLANT MONITORING PANEL ADPTR ADAPTER FCA FLANGE COUPLING ADAPTER a o- AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN PNL PANEL 2. The Contractor shall restore all roadwaysurfaces to equal, or o o u o z g so o?o za.^ AHR ANCHOR FDN FOUNDATION PRCST PRECAST better condition than existed prior to excavation and determined ALUM ALUMINUM FES FLARED END SECTION PREFAB PREFABRICATED by Owner and the Engineer. ),3A ALT ALTERNATE FET FLARED END TERMINAL PRELIM PRELIMINARY PREP PREPARE, PREPARATION 3. The location, depth and size of existing utilities shown on these O ANSI AMERICAN NATIONAL STANDARDS INSTITUTE F. EXT FIRE EXTINGUISHER PROP PROPERTY plans is approximate. The Contractor shall verify the existence, Nz dW�6 APPROX APPROXIMATE FF FINISHED FLOOR location, depth and size of the utilities prior to construction. C J PRV PRESSURE REDUCING VALVE F '4A o m vd APVD APPROVED FG FINISH GRADE The Contractor shall be solely responsible for any damage to _ Q PS PRESSURE SWATCH, PIPE SUPPORT the existing facilities due to failure to locate or properly provide m � —ARCH ARCHITECTURE, ARCHITECTURAL FHYD FIRE HYDRANT 9 P P y p x � ASPH ASPHALT FL FLOOR, FLOW I POINT, POINT OF TANGENCY proper protection when location is known. �(v p AVC AVERAGE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE PVT POINT OF VERTICAL INTERSECTION B AT FLC FLANGE F,EN PVMT PAVEMENT 4. A list of representatives to contact for information regarding BD BOARD FILL FLOW LINE RAD RADIUS facilities is as follows: BFVLV BUTTERFLY VALVE FIN. FINISH BETW BETWEEN FLR FLOOR RC REINFORCED CONCRETE Montano One Call System Dispatcher 1-800-424-5555 ,mow„z rn e BF BOTTOM FACE FOG FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE Montano Power Co. Chuck Busto 582-4612 z BLDG BUILDING I FIBERGLASS REINFORCED PLASTIC RD ROAD, ROOF DRAIN TCI Coblevision Scott Riis 586-2089 w u a i g{ v� u, BLK BLOCK FSTL FABRICATED STEEL RDCR REDUCER US West Phil Westfall 585-2350 BLW BELOW FT FOOT, FEET REBAR REINFORCEMENT BAR (including Fiber Optics) S BM BEAM, BENCHMARK FTG FOOTING, FITTING REF REFERENCE BOT BOTTOM F TO F FACE TO FACE REINF asp REINFORCE 5. All halt, concrete curbs and sidewalks sholl be saw cut or BRG BEARING GA GAGE, GAUGE RELOC RELOCATE, RELOCATION neat cut by method approved by the Engineer.BRKT BRACKET CAL GALLON REOD REQUIRED 5{ BVCE BEGIN VERTICAL CURVE ELEVATION GALV GALVANIZED RST REINFORCING STEEL 6. Maintain 11' horizontal and 18" vertical separation between BVCS BEGIN VERTICAL CURVE STATION GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY water mains and all sanitary sewer mains. �> CHAN CHANNEL GND GROUND SAN SANITARY Z w s SCHED SCHEDULE 7. All valves shall be installed with thrust blocking, and valve CHK CHECK GRTG GRATING SDVA< SIDEWALK O - Cl CAST IRON GSKT GASKET boxes in accordance with C.O.B. modifications and C.O.B. detail CIMJ CAST-IRON PIPE MECHANICAL JOINT GSP GALVANIZED STEEL PIPE SECT SECTION 2718-1 CIP CAST-IRON PIPE FLANGED JOINT GVL GRAVEL SHT SHEET V 1 CIPC CAST-IN-PLACE CONCRETE GWB GYPSUM WALLBOARD Sim SLIP SLOPE 8. All fire hydrants shall be installed in accordance with C.O.B. CIRC CIRCULAR HAS HEADED ANCHOR STUD details 2718-3 and 2718-4. CJ CONSTRUCTION JOINT, CONTROL JOINT AB HOSE BIB SIP SPACE, SPACED SPEC SPECIFICATION % CL CENTER LINE HD HUB DRAIN 9. All fittings including greater than 11-1 eees, tees SPG SPACING 9 9 bends 9 /4 dr t 71, CLDI CEMENT LINED DUCTILE IRON HOW HARDWARE and plugs shall be thrust blocked in conformance with C.O.B. _ CLG CEILING HDR HEADER SPRT SUPPORT modifications and MPW detail 2713-1. W S CLR CLEAR, CLEARANCE HK HOOK so SQUARE SO FT SQUARE FOOT Q a CMP CORRUGATED METAL PIPE HM HOLLOW METAL SO IN SQUARE INCH 10. Datum used is the City of Bozeman datum, established CO CLEANOUT HP CMU CONCRETE MASONRY UNITS HIP HORIZONTAL HORSEPOWER SST STAINLESS STEEL w/HYD#258, EL=4770.095 feet. Conversion to Standard USGS >§ COB CITY OF BOZEMAN HR HOSE RACK, HOUR SS SANITARY SEWER Datum=C.O.B. +15.44'. COL COLUMN HT HEIGHT, HEAT TRACE STA STATION 11. Sewer service stubs shall be 4" and be installed 15' upstream COMB COMBINATION HV HOSE VALVE STD STANDARD from downstream property line and extend 6' into lot. See a CONIC CONCRETE OR CONCENTRIC HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER C.O.B. STD. DWG. NO 02729-1. CONN CONNECT, CONNECTION HWY HIGHWAY STL STEEL CONSTR CONSTRUCTION HYD HYDRANT STRUCT STRUCTURE 12. Water service stub shall be 1" and be installed at the center of CONT CONTINUE, CONTINUED, CONTINUOUS ID INSIDE DIAMETER SYM SYMMETRICAL the Tot and extend 6' into the lot. See C.O.B. STD. DWG. NO. CONTR CONTRACTOR IF INSIDE FACE Tara TOP AND BOTTOM 02719-1 w COORD COORDINATE IN. INCH TS THRUST BLOCK 5 TBC TOP BACK OF CURB CORR CORRUGATED INFL INFLUENT TF TOP FACE 13. The pipe grades shown are calculated from actual distances m - CP CONTROL PANEL INSTL INSTALL, INSTALLATION between invert in and invert out to illustrate actual slope. m m d CPLG COUPLING INSTR INSTRUMENT TEMP TEMPORARY, TEMPERATURE Measurement and payment shall be per specification. (Center of p u d C TO C CENTER TO CENTER INSUL INSULATE THK THICK manhole to center of manhole). o CTR CENTER INT INTERIOR THRU THROUGHT.O. TOP OF CTSK COUNTERSINK INV, IE INVERT ELEVATION 14. The contractor shall TOC TOP OF CONCRETE, TOP OF CURB place crushed stone base course, CU CUBIC JC JUNCTION BOX TST TOP OF STEEL compacted to thickness specified, under all curb and gutter and CU FT CUBIC FEET JST JOIST sidewalk. CU IN CUBIC INCH JT JOINT TW TOP OF WALL TYP TYPICAL CULV CULVERT L ANGLE 15. The contractor shall adjust all valve boxes, curb boxes, and CU YD, CY CUBIC YARD LEIS POUNDS UBC UNIFORM BUILDING CODE manholes to final grade upon completion of all construction. D DRAIN LF LINEAR FEET UG UNDERGROUND Any boxes or manholes damaged or otherwise disturbed by the d PENNY(NAIL SIZE) LNTL LINTEL ULT ULTIMATE contractor, or any subcontractor, shall be repaired at the DBA DEFORMED BAR ANCHOR LONG LONGITUDINAL UTIL UTILITY expense of the contractor. DBL DOUBLE LP LOCAL PANEL V VALVE, VOLT Z DET DETAIL LR LONG RADIUS VB VALVE BOX 16. All water main shall be laid with a minimum of 6.5' cover from DI DUCTILE IRON, DRAIN INLET LVL LEVEL VERT VERTICAL VOL VOLUME finished grade or insulated with extruded polystyrene. All water CO V1 U) DIA DIAMETER LVR LOUVER main shall be wrapped with polyethylene encasements. Z W DIAG DIAGONAL MATL MATERIAL VRFY VERIFY �_ Q DIM DIMENSION MAX MAXIMUM VTR VENT THROUGH ROOF Q J W WIDTH 17. Handicap sidewalk ramps shall be provided at all intersections 0_ 0 DIMJ DUCTILE-IRON MECHANICAL JOINT MB MACHINE BOLT WD and where directed by the engineer, m z N DIR DIRECTION MCC MOTOR CONTROL CENTER WTH0 ZQ O WO DR DOOR MECH MECHANICAL / Sidewalk, 5' wide x 4" thick, shall be constructed along all - ON DOWN MCP MOTOR CONTROL PANEL WITHOUT 18. J F DWG DRAWING MFD MANUFACTURED W'L WATERLINE streets unless otherwise shown on the plans. The back of walk LU Q EA EACH MFR MANUFACTURE, MANUFACTURER WM WARE MESH, WATER MAIN shall be 1' inside the R.O.W. IV Y 0 LLB EF EACH FACE, EXHAUST FAN MH MANHOLE WS WATERSTOP, WATER SURFACE EL, ELEV ELEVATION MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL m` z ELB ELBOW MTSC MISCELLANEOUS WT WEIGHT ELEC ELECTRIC, ELECTRICAL MJ MECHANICAL JOINT WTR WATER UJ 00 0 ENCL ENCLOSE N 0 NOT CONTRACT WV WATER VALVE ENGR ENGINEER NOO WWF WELDED WIRE FABRIC NUMBER WWM WELDED WIRE MESH EP EDGE PAVEMENT NOM NOMINAL XFMR TRANSFORMER EOL EQUAL,, EQUALLY NITS NOT TO SCALE YD YARD NOTE: EQL SP EQUALLY SPACED OC ON CENTER EQUIP EQUIPMENT OD OUTSIDE DIAMETER YPC YELLOW PLASTIC CAPP 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR EQUIV EQUIVALENT OF OUTSIDE FACE USE ON DRAWINGS AND TEXT", PUBLISHED BY THE EVCS END VERTICAL CURVE STATION OHP OVERHEAD POWER AMERICAN NATIONAL STANDARDS INSTITUTE INC. ANSI EVCE END VERTICAL CURVE ELEVATION OPNG OPENING OR CONTACT THE ENGINEER. EW EACH WAY P&D PROCESS AND INSTRUMENTATION DIAGRAM 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EXC EXCAVATE PC POINT OF CURVE EXH EXHAUST PCP PLANT CONTROL PANEL ALL ABBREVIATIONS ARE USED ON THE PLANS. EXP EXPANSION PE PLAIN END 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS _ EXP JT EXPANSION JOINT PEN PENETRATION (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE NUh' SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. } NUMBFb RCC09 o DRa WAA SIZ499 G-3 �.mx rc s�o ROSE PARK SUBDIVISION � �=w�o �OF rn mz�?�o i�m�wmo>j INDEX SHEET D_ m6j<LNNU" SURVEY CONTROL PLAN �m 3Ab o� _ C 0 N nJ BM-2 nil Ym FOUND YPC MKD SS&G ENG. BM- / - T IN 1"PIPE YY �r CENT CORNER OI v- - -m /OAK STET- F.E + SECTION 2 A �' yyyy�Egg�� O 0 :7 O O O O N N O W'S26-37-E 0 pp r-42.50' cpRp DA-rX 8/zS/99 _ »s9,>.: _ x •T - os - - - LL N N N89'35'12"E,469.42' �w w NAME DESCRIPTION NORTHING EASTING ELEVATION - s u t-_,-. -- ------ ^25' DRAINAGE -------------- BM-1 5/8" REBAR w/ YPC 6823.2078 41937.3496 -4934:86�fiP^s} - _______---_ _EASEMENT -� f BM-2 NW BONN. NUT- FHYD 6817.9090 42375.0380 4735.39 _ oq REMOVED BM-4 5/8" REBAR w/ YPC 6158.1740 41958.1993 4740.00-(GPS) LOT 2 > LOT 3 " LOT 4 LOTSLOT 6 j LOT 1 I N 6610.3756 Lj 3M-5 ARRW BONN. NUT-FHYD - - 4736.33 _ E 42502.5022 Z, d BM-6 ARRW BONN. NUT-FHYD - - 4738.27 C4 BM-7 ARRW BONN. NUT-FHYD - - 4737.05 • WA-S BAhb oox �1 'I of .oxo W v BM-8 ARRW BONN. NUT-FHYD - - 4739.79 ro cN • 00'Ll+O- S-1 + 7�p-�1�i + - -_-_ Io0d+0 BM-9 ARRW BONN. NUT-FHYD _ _ 4740.96 ' 1i -1 I WFEEi�i DF1VE .• _ _ 1.� - - - 4739.81 N 6606.1761 �' ARRW BONN. NUT-FHYD E 41908.4367 „I H0-4BM-10 o ry 8 I I 0 g I, CITY OF BOZEMAN DATUM J/ LOT 12 LOT n LOT 10 LOT 9 LOT 6 I �,'. I �OT 7 0 l� C7 EST'D w/E D4 70 095 000 _DESCRIPTION NORTHING EASTING ELEVATIO - _ IO { I P'°'VV LOCATED AT DURSTON k 25th STREETS, NW BONNET BOLT BM-1 57 RE PCB 6823.2078 41937.3496 a732.86 (GPS) a2 ACCESS E;y BM-2 NW BONNET NUT- FHYD 6 423750380 4733.17 (GPS) ..I qA-1/ _ BM-3 5/8" REBAR w/ YPC 6162.94W- 425SP 4736.78 (GPS) xcr z BM-4 5/8" REBAR w/ YPC _ 8168.1740 41958.1993 4740.0�'(5(iS}� I I ~I HI,�)CK 2 �a N NOTE: PRIOR T NSTRUCTION ALL GPS SCE P-mmop DpTf►(A-44e) Y I s I I I m a BENCHMA 0 BE VERIFIED BY DIFFERENTIAL LEV -- LOT I LOT 2 LOT 3 LOT 4 -_ LOTS I OAT I LOT 6 - �' BM 8 - P_t +o + 1i E1 00*96 x t Irx,oao t;' z N 6310.1786 o o DAMS DRIVE o o m' E 41909.8288 q � 7 z N 6314.2547 > Q _J E 4Q486.4440 .- Q 2 d O I �g� � � Z 1e1a Q O ♦- �„ I 1q-• = WATER PLAN AND PROFILE SHEET T' t'J- LOT 6 LOT 7 7 Y W O LOT 12 LOT 11 - LOT 10 LOT 9 _ SEWER PLAN AND PROFILE SHEET Q 0 ch U • I -> r✓� = PAVING PLAN AND PROFILE SHEET uj O � [ _ _ - - _BM-3 D V) BM-4 GRAPHIC SCALE I IN FEET 1 ''OJECT NO. 1 inch= 50 M PRIOR TO REDUCTION 1.�4.036 10 0310 SHEET NUMBER 4 DRAWING NUMBER RED ,a/Zsls� I-1 ROSE PARK SUBDIVISION Cn ����_ �� rn �z�=Un�� F zg<<s8x<' GRADING AND � � EROSION CONTROL PLAN D_ �'-`""Uwx �n O STA 7+05 CONN. TO EXST CATCH BASIN OUTLET STRuci. Q w W J Ol • - - - (COORD. w/ADJACENT OWNER/ENGINEER) INSTALL 12 LF 6'HDPE rn INSTALL 20.7 LF 12" RCP - IE I OUT 31. E-2 Y m p Q / IE OUT=31.45 IE IN=31.24 / \ 5=0.4Cx (ln * �w d � IE OUT=29.74(APPROX)- (MIN. SL0.45X) N m STORM MHa1 / 1111 }. 1 OD SMTFA�rET + RIM=47345 + -�OAK - -- -+ o21TH AVE. off OUT=3}�; 0 0 0 1 11 0 „ e 11 (2)E%ST = .40 ® w n O w e so.of PL) o d1•IL�A• o 0 o m 11 WEST-IE=29.40 w W z - K r.rr 5 1NSTAlI AST-IE=29.62 � ray/CHASE. , ¶, - - 11. /- J 1 1 } - _ \�K 1 ' e DE T. \ 1 I. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING ALL f 2.. _ r- _ I 'x ___ ____ __ __ ___ _ _ i EROSION CONTROL MEASURES UNTIL FINAL ACCEPTANCE OF WORK AND THE SEEDED AREAS ARE WELL ESTABLISHED. -ol1LET�TrtuCT E 2 ------- �Bp2 0 Rfl0W� ry INSTA 4735 va-'M = O � -� DRAINA 1.5 a %0 INV OUT=31.30 2. PERTINENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR IE OUT-31.e4 EASEMENT 0=t.o' TO COMMENCEMENT OF OTHER CONSTRUCTION. CONTRACTOR SHALL REMOVE D=1.o' E-2 S-2.5% E 2 EROSION CONTROL UPON FINAL ACCEPTANCE BY ENGINEER. 4 LOT2 LOT3 LOT LOT5 LOT6 "� 3. CONTRACTOR SHALL REMOVE ALL MUD, SILT OR DEBRIS TRACKED ONTO �n Lon FF-37.5 FF=37.0 0-36.5 ovERFLO 25TH AVE. AS DIRECTED BY THE ENGINEER. FF=37.5 FF=3Z5 _ I FF=37.5 FG=36.5 FG=36.5 FG=36.5 FG=36.0 =35.5 a'w.D. 'D � F 46 FG=36.5 ,� '� _ _ 4 35 INV OUT=31.07 4. ALL PONDS SHALL HAVE A DESIGNATED OVERFLOW STRUCTUREcli Q w E72- O (RIP-RAPPED BROAD-CRESTED WEIR) TO PROVIDE A DESIGNATED OVERFLOW f y 5 Z _ _ _ -. _ _. I '. PATH TO REDUCE EROSION TO PONDS AND BANKS. ALL POND BANKS SHALL 1 1 _ 9 zs I d BE IMMEDIATELY RE-SEEDED WITH NATIVE GRASS MIX. ALL SEDIMENT AND ~~ x « e .+ r•mcj/ EROSION CONTROL SHALL CONFORM TO THE MONTANA SEDIMENT AND EROSION g -� STA 6128.26(142'RT)` CONTROL MANUAL. w 01 INSTALL CURB CHASE 11� ET P6O5NoDp3 v ourEr sucT.N4�DFE 5. ALL POND SIDE SLOPES SHALL BE 4:1 H/V UNLESS SHOWN OTHERWISE ON `- E EIOT=4732 5 INSTALL(2)12 LF 6"HOPE 0.E- 0-1.0' IE IN-32.50 PLANS. �. IE OUT=32.36 S=1.205 E 12 6. FINAL GRADE ON INDIVIDUAL LOTS SHALL INCORPORATE NOTED FINISH ___4d _ 473 NQ FLOOR ELEVATIONS AND SHALL BE SUBJECT TO FURTHER LOT SPECIFIC SITE INSTALL 316 LF REVIEW. THIS PLAN DOES NOT INCORPORATE SPECIFIC STRUCTURE OR PARKING g SILT FENCE LOT DESIGN WHICH SHALL BE THE RESPONSIBILITY OF THE ARCHITECT OR E-2 BUILDER. LOT 12 LO7 n LOT D LOT 9 LOT 6 40T 7 FF=37.5 Ff-37.5 FF=37.5 FF=37.5 Fr-37.0 F�jF FG=36.5 FG=36.5 FG=36.5 FG=36.5 FC=36.0 (iG=36.5=35.5 BLOCK 1 L'I�';: ---ENT IN,ItI.iCNT10h POND' w __ DESCRIPTION POND VOL- OUTLET STR T R a BLOCK 2 fcly (CF) m m Rer.PONOpA POND 1A 1,226 RETENTION x a . SOT-473 CF T h, - POND 1B 588 RETENTION z D=0.8'36.00 POND 1 548 1-6" HOPE ® 1.60% D=o.e' LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 _- FF=4t.0 FF=a0.5 FF=a0.0 LOT6 POND 2 308 1-6" HOPE ® 0.40% POND 3 2.850 2-6" HOPE A 1.20% FF=41.0 FF=41.0 - FF=38 POND 4 1,690 1-8" HOPE ® 1.887 FG=40.0 FG=40.0 FG=39.5 FG=39.0 i` FG=40.0 FG=3715 ... YIIII Z OVERFLOW IN DUT=34.72 Q 4'W x I.5'D SE E-2 J SILT FENCE _- 7lop lr== CURB CHASE O 1 STA 6+05 % ARROWS INDICATE THE DIRECTION OF 4p 1 _ _\ Z INSTALL CURB CHASE-4==;- F� (DDRAINAGE DURING CONSTRUCTION DA1N8 DF�VE � Cn z_ Cl) �_2 _t oun6r STIR CT. RETENTION/DETENTION PONDS � Q � DET.IPONDp4 '' �^ INSTALL 12 LF 8"HOPE O `4 J 0 - RET.PONDp1B e - --- - - - VOL=(590 CF IEE=35.02 BOT-4735.25 VOL-586 CF 1 IEW=35.25 W D�o.B'739.Oo p - -- D=t.0 4� 5=1.eex FF = FINISH FLOOR ELEV. Z Z z 1 ,�i E-2 FG = FINISH GRADE ELEV. Q C) Q ( r�E"2 4740� p 4� ® EXISTING TREE Lu j (n LOT 12 LOT p 1.- LOT 9 LOT B LOT 7 \ 1V O 'I ^y EXISTING CONTOUR Q Q Loin FF=39.5 � 4748 PROPOSED CONTOUR m F 41 0 FF=40.5 FF=40.0 FF=41.0 Ff=41.0 FG=38.5 W O W G=40.0 FG=40.0 FG=39.5 FG=39.0 FGq=40.0 -� NoTE'. DETEr•LT loss � QETeKc1p•1 GRAPHIC SCALE - _ ____ ___ _ _ Po.ns Ase x,� ws1+lAxcxep L - - C TH1S T1ME.I PEN DI�[� G PJtf1l01�.1(. Co++Sca..xcrw�. < IN Beer) - - p�x.�c a ehe .t`S6i-1 PI' 1 1 inch = 50 fL 1A 1B 1C 2 3 �A F �sT,� c,,��o­oawi �,Tr PRIOR TO REDUCTION of Cho26'-jW" AREA= 1.256 cc AREA= 0.692 cc AREA= 0.332 cc AREA= 16.864 cc AREA= 0.702 0c AREA= 4.329 cc AREA= 2.254 cc 8/zs(99 PROJE:.' r- Tc (PRE-DEV.)= 11 min Tc (PRE-DEV.)= 5 min Tc (PRE-DEV.)= 5 min Tc (PRE-DEV.)= 50min Tc (PRE-DEV.)= 13 min Tc (PRE-DEV.)= 31 min Tc (PRE-DEV.)= 36 min Tc (POST-DEV.)= 5 min Tc (POST-DEV.)- 5 min Tc (POST-DEV.)= 5 min Tc (POST-DEV.)= 50min Tc (POST-DEV.)= 10 min Tc (POST-DEV.)= 10 min Tc (POST-DEV.)= 9 min 1-54.036 01 0310 010 (PRE-DEV.)= 0.48 cfs Q10 (PRE-DEV.)= 0.45 cfs 010 (PRE-DEV.)= 0.21 cfs C = 0.22 010 (PRE-DEV.)= 0.24 cfs 070 (PRE-DEV.)= 0.85 cfs 010 (PRE-DEV.)= 0.40 cfs SHEET NUMBER 010 (POST-DEV.)= 2.43 cfs Q10 (POST-DEV.)= 1.34 cfs Q10 (POST-DEV.)= 0.64 cfs 010 (POST-DEV.)= 2.67 cfs- 010 (POST-DEV.)= 0.89 cfs 010 (POST-DEV.)= 5.33 cfs 010 (POST-DEV.)= 3.07 cfs 5 Q25 (POST-DEV.)= 2.88 cfs 025 (POST-DEV.)= N/A-RETENTION 025 (POST-DEV.)= N/A-RETENTION Q25 (POST-DEV.)= 3.25 cfs- Q25 (POST-DEV.)= 1.07 cfs 025 (POST-DEV.)= 6.38 cfs Q25 (POST-DEV.)- 3.67 cfs DRAWING NUMBER C (PRE-DEV.)= 0.20 C (PRE-DEV.)= 0.20 C (PRE-DEV.)= 0.20 -(OFFSITE- PRE-DEVEL; R.SMITH PROP. C (PRE-DEV.)= 0.20 C (PRE-DEV.)= 0.20 C (PRE-DEV.)= 0.20 C (POST-DEV.)= 0.60 C (POST-DEV.)= 0.60 C (POST-DEV.)= 0.60 POST-DEV; 1/2 25TH AVE) C (POST-DEV.)= 0.62 C (POST-DEV.)= 0.60 C (POST-DEV.)= 0.62 F R6CP pQ1a� 8hs�99 `-1 ROSE PARK SUBDIVISION �wJ� of BERM �rcaacwi H ina 5wwa OUTLET PROTECTION COBBLi MAIL- 3 -6 UTA ( DRAINAGE DETAILS SEE r OR APP'D EQUAL; ' -.;:.6.,.. n - I• MIN, 4' E-2 MIN. DEPTH= 1/2 D ? o.N C. � ����&maw NON-WOVEN GEOTEXTi L_ S. SEPARATION FABRIC AMOCn /4',�-* (nc ECG �p>3A S 0 O 0."•J' TRAP) v� oiz �'L6 x�or 'f 0 Di DETENTION POND OUTLET E-1 SCALE N.T.S. FENG\ EMERGENCY D o C'VERi LUW NON-WOVEN GEOTEXI _ a? N - SEPARATION FABRIC N MIN. AMOCO #4553 (OR APE G sHLE MATT EQUAL) "3_� OUTLET PROTECTION MIN OVERFLOW WIDTH `4 E-2 SCALE N.T.S. (Broad-Crested -f 11IMENT tent•�DETEnt-I. "I rJ SE � POND •W QREQ'G 9 tj LJ J 1 7' 6.13 cfs 6.43 cfs !�n�: Z K � E_1 8' 7.20 cfs 7 35 cf '~ ?' 6.38 cfs 6.43 cf, 1;''-O" (TOTAL) PZ • .)M � - � DETENTION_ OVERFLOW DETAIL 367 cfs 3.69 cf r- AI UM GRATING , E-1 SCALE 1.T.S. 0" 1'-6' S-0. 5'-6' SIDFWA_K BOULEVARD L ^ ►.+-i a o �WB w M:.NI 1 SS -125, ALUM. BAR C R T!Ni 4 `-il .. ' ' 4 SIDEWALK JOINTR 5 ACTION m -'OPENING 2 SPAN _ B rl O rc O -. O. O O ° � 2 X1-`� SEE GLE� "/ / �i EXPANSION O GUTTER FL/BOTTOM 71,�1 INSTALL OUTLET PROTECTION / JOINT E'2 m .bF"CHASE _ o //�//�/� FQUIV. D=2`, •W�' BAS COURSF O p \/�\/� N CONTRACTION E-2 JOINTLLJ °I L 1/7" LXFANtiION�' (� 'IT ® STORM DRAINAGE CHASE SECTION A E E-2 7 w 0 STORM DRAINAGE CHASE PLAN m LLJ E-1 SCALE 1" = 20' :z P-1 PRIOR TO REDUCTIOP: Q o Y F_ N� U z CL m:n z Ewa-K � I ,ILLJ o cf) 1.00% "LOW LINE PROJECT NO. STORM DRAINAGE CHASE SECTION B SHEET °'°030 SHEET NUMBER E-2 -L 1" - 1 RETENTION POND_ BOTTOM SECTION PRIOR TO REDUCTION E-1 SCALE N.T.S. DRAWING NUMBER R6oerLD t�A �,•sc1 ofzs�99 E-2 11-6". �O32'ACCESS k3 wP.U.E.BLOCK 1 B OCK 1S ��COORDINATE STORM STRUCTURE INSTALLATIONS WEST OAK STREET "'zo�w/AUNT OWNER h ENGINEER, PRIOR TO CONSTRUCTIONBLOCK1at ZCie INSTALL STREET MARKERSTA 6+OS a �� o '� & STOP SIGN, SEE C.O.B. INSTALL CURB CHASE WDWG. N0. 09810-1 ' a Hl i1CK 1 - LOT2 aLE;® �maw REMOVE & DISPOSE LOT1 LOT 9 LOT 4 E2 LOTSII LCM 6 i a� INSTALL STREET MARKER - 470 LF OF OR INTERSECTION F.& STOP SIGN, SEE C.O.B. EXISTING FENCE U..B/FL ELEV'S "7U. DWG. NO. 09810-1 STA 5C0 8 I y,3A INSTALL PEDESTRIAN RAMPS (TYP) �' � INSTALL C.O.B. �0 FOR INTERSECTION SEE C.O.B. STD. DWG. NO. 02529-8 P'2 INSTALL PEDESTRIAN RAMPS (TYP) STD. MONUMENT -- I` CURB/FL ELE��IW LOTz Lora Lora LOTS rt FOR CUL-DE-S SEE C.O.B. STD. TALL 33 LF STD 60' DEDICATED STA 5+53.9 CURB ELEVS R-15' DWG. NO. 02529-8 - R=15' P-2 C.O.B. DBL GUTTER PUBLIC R.O.W. I STALL C.O.B. SEE 71� ��° H� ST . MONUMENT N a SEE STD DWG N0. 02529-1 & � P-2 Z P 2 STA 0+30.0 - o -I 8 I 8 DAws ONNE �7� ENG\ INSTALL o ..,„, C.O.B. STD. r.� u o cn rn MONUMENT -I-- + - —+ I --�— - -F - - - + - - - T- -- - �- --- - INSTALL 33 LF STD 0 o WHEELER DRNE 0 0 0 o Ra15' INSTALL 1247 LF C.O.B. N o 0 0 0 0 0 "� o iI S E STDBDING NO. 02529-1 60' DEDICATED � STp. SIDEWALK% PUBLIC R.O.W. INSTALL 1243 LF C.O.B. FOR CUL-DE-SAC STD CURB & GUTTER STA 0+30.0 INSTALL 1 00 LF C.O.B. '� & CURB ELEV'S SEE INSTALL C.O.B. STD. SIDEWALK R=15' STD. MONUMENT 32' ACCESS I STA 6+28.26 (14.2' RT) LOT 12 LOTH LOT 10 LOT Lore ® LOT7 r INSTALL B & LF C.0.6. P-2 - 4 i STD CURB &GUTTER & P.U.E. INSTALL CURB CHASE STA 0+16.5 �, FOR TYPICAL I I am-� BEGIN DAWS DR. SECTION SEE DETAIL( � I LOT 12 LOTH LOT 10 LOTH LOTS I I E-2 STREET CONSTRUCTION P-2 uor z C STA 0+16.5 - �1 5 '� � BEGIN WHEELER DRIVE FOR TYPICAL I HI 1:xx ,'� 9 STREET CONSTRUCTION SECTION SEE DETAIL 32'ACCESS MATCH EXST. GRADE P-2 P.U.E. i 'I CD v 5 (1 Y--�I rT, m .9 NOTE o 1) ALL STD. MONUMENTS SHALL BE INSTALLED 0_4 PER C.O.B. STD. DWG. No. 028529-1 TL = GRAPHIC SCALE 2) CONTRACTOR SHALL COORDINATE GRAPHIC SCALE SCALE o eo o » w •m INSTALLATION OF ALLN.25TH STREET HORiZ: r•-5o1 o � T 1 _ APPURTENANCES FOR: WATER, SEWER, STORM VER I 1 6-5� IMPROVEMENTS w/ ADJACENT OWNER & I IN FEET ENGINEER PRIOR TO CONSTRUCTION. IN FEET) I PRIOR TO REDUCTION 1 1 1 inch= 50 ft. 1 inch 50 tL � L HIGH P INT ELEV - 736.59 g HIGH P INT STA - +61.56STA - - - - STA +84.5 N.251h AVE. PVI'ELEV- 473 i$ WHEELERDRIVE 475D CL EV=4735.84 - ' D A W S DRIVE I HIGH P INT ELEV = 4739.21 4750 4755 HIGH P INT STA = +56.83 ! - 4755 3 j A.D. - -3.3 � l - - K - 29.87 - - - - - PVI,ELEV 47319.39 - 00.00' V - A.D. = -2.4 4745 _ _ 4745 4750_ QQ.Q 475; u $ me 0 m v1 n + �i o STA 0+00.0 in +0 1 I` 0a STA 4+80.5 N.25thAVE. n I o v .. 0 0 CL LEV=4 �65 I I o w4740 Gi W EASTINC ROUND 4740 4745 a o pII 74` m DRADE > W EXISTING dm > FINISE C ROUNDm ED 4735 4 GRADE 4735 4740 I1 / . Z a -a-- 3 - S 54 Z z F- - 1. Li > <130 4730 a7351 _ _ - 473`: m Z O _ + I _. I � Q of MAIB TAIN 18" MIN. SEPA ATION I W j 4725 - TWEEN W TER AND EWER 4725 4730 - -; - - SEE C.b. SM. D n b. i3-2 I - _ f 4,3_ 0 0it m o > 4720 — 4720 472', Q a C I 4715 4720 4T2 C: Z N - 4710 �'' _ - - ---? t.aa7j�N�< Nndv•^�ap - ta+0 rna Na - nva Nne� - drr i^Noa- - rv"ry�-�,nall rv"`,iM^na(1 ,'av`,l;}'Nn.a. -- --,",..i Yd :v y! 4710 4715 .. v I: - v n - a^,t_. . v^y _a nN v^y nv y v"-- a s ✓d;IMa ->r�a �^^a,) an�ac. .- PROJECT.NO. 1) .0 1 1 00 lo SHEET NUMBERop M q 06 ain n 1 nn h mM 'e iNC N.MRc :- aa M , — 3+00 Luc ')0 0400 1+01, + a P-1 RiECCaxJ 99L• 60' R/W LOT 5 s _�,< 30' 30 - LOT 6 a, rcoN 37' p�aarc IF- ci�was�rci _ 11.5' 11.5' I CO W; pro y 1' 18.5' 18.5' I W�oxaz$ 1 } < zoo 1 a 'Opp �� o , 1 S.5' 2' 16.5' 16.5' 2' 5.5' 5' �+ __ 1 1 U �z SID ALK ? orcoao>� B2.0% D 9. HOT PLANT MIX ASPHALT CONCRETE SU ACE COURSE 3'OF 1.5•MINUS CRUSHED BASE COURSE J 3 2.OX / 9` BOULEVARD SIDEWALK ; $ - - -. _ .� :�D oJ•!0��T�._.-l4�. #1.�� �• '-,T._#�...7�.�R-7�1[.-A��. �'- ° - '2.0% o z<o' r,:.• 0004o; op,•o,oq .o• oo •o=o� oo' 'Po.00 o 'o+.°,o,00•:;Y.. I-III III-I�-� o ° oo a *�;•: -III_III=III-III= S = 1.00% �3nb� q, 'o• °�_:o o�:o o° -•- I I I_I I I=III=III- - S=o.45% v o Wo ••° • • .; PT�'°°rr-oFri-�n'� o o_.0 0 0: o �-.r�'•}•o'o .: •6 ov ...0'0 9i:'o o '•: - -' \ ti 104.20 Z N 6 - - -- ---- - - � a _III-1 I-1 I III I I 1=1 11=1J J I 1=1-I f I I 1-1 I hI I I-I I I" N.a q 1.5"MINUS HINGE POINT y m � 1.5`MINUS HINGE POINT DEPTH OF 6•MINAS SELECT BORROW VARIES. q• MIN.DEPTH= 15. OVER EXCAVATE TO NATIVE GRAVEL AS 3 \ 'O COMPACT ASPHALT TO 97% DIRECTED BY ENGINEER. .ENG MARSHALL. COMPACT GRAVELS h tO cP DAWS DRIVE _ SUBGRADE TO 98%AASHTO T-99 + - El N N TBC ELEV.=CL ELEV +0.05' C, � �r.l z z o z o, 0 6 7 a i 9i S � s -� S=0.45% L=104.20' n TYPICAL SECTION /P-1 BCALE:N8. 2T. i U SPOT TBC FA 7 OTHER 1 37.61 37.15 PC 5+27.32 18.5' LT 2 37.54 37.08 PT 5+40.13 3 37.14 1 CHASE F L = 36.47 4 7.61 7.15 PC 5+27.32 1 .5' T. MrVyi 1-Lr_,•1 ddtl $ 37.54 37.081PT +40.1 L 6 CHASE OUT = 36.32 �+ o w 7 37.2s CEN 5+68.01 LOT 1 LOT 5 LOT 6 LOT 8 LOT 7 Q I 1 ' R DAWS DR. CUL-DE-SAC " P ❑�� c PFIOR TO FEDUCT10N) 1 - 5=0.457. 77 • L=1 18.74' a 4DET Ir + cn WHEELER DRIVE �J m - 1 - �-WHEELER DRIVE o -+ �[} - - - 7 � o ro 5 8 q ,D N 9 10 8 S=0.599. ` ..,.....,.... I - - - - -- L=89.6T 7 _ z 0 SPOT F LMOTHER �� z 1 3 .352 33.455 8 _ DAW4. DRIVE Q � W 43688. - _ - - 5 33.81 I - Q --4- - - --- +o Q L L1_1 6 33.69 0+19.50 I SPOT TBC F L om 6 CD m _ 7 33.81 0+22.50 1 1 1 34.92 34.42 PC 5+53.39 (18.5 LT 1 0 (/1 Z 9 33.98 0+19.50 1 3 34.34.09 PT 45 33.95 PT 5+66.20 r a �/ \ Q'� O 111 &a. 0+75 00 PC 046 54.92_ 1 i 4 33.22 CHASE F L = 33.68 ` W f- Q 16 34.85 � m W F- 7 CHASE OUT = 33.53 LOT 12 I a.67 cLn 5+94.oe r - - LU o LOT 8 I 1 �� // SPOT F L OTHER O W LOT 7 I( g }J 1 36.73 PT \-J 2 36.96 0+19.50 c Z WHEELER DR. / 25th ST. INTERSECTION 3 37.15 PC 0+33.54ALE - PFOOR TO FEouCTN) L� WHEELER DR. CUL-DE-SAC " 5 37.32 00+16.5500 10 P-1 £CALE�T-20• - �l 6 37.20 0+19.50 (PRIOR TO REDUCTION) 7 37.32 0+22.50 I B 37.79 PT 9 37.51 0+19.83 10 37.64 PC 0+34.59 11 37.97 0+75.00 PROJECT NO. LOT 12 1754.036 01°0310 SHEET NUMBER �DAWS DR. / 25th ST. INTERSECTION 6 P-1 8CALF:1'-20' - - DRAWING NUMBER (PRIOR TO REDUCTION) P_n P-2 DWG oT r, LOT 9 I oT LOT 9 LOT 9 I LOT 12• SS P.U.E. h BLOCK I WEST OAK STREET CO 7;a W J 2FLOCK o._ II i � w� ii3mo�s i Z I oowow&a _ _ LOT 3 LOT 4 LOT 5 4 T BLOCK t 9 _ �oTt , I LOT fig ion ois STA 5+76.63 II�A IE OUT EL=RIM 44733.iv ; .7�(A•t� � ),3A O a LOT 2 LOT 0 LOT 4 LOT 5 LOT 6 vi Za 8 LOT T 7 AETs '10"1 �4 ' eS • crn /" V� A Ym `�/� aTriCT-S @- ,� w K \ N Irn - d b o o DAWS DRNE Et,G e �.:. -ays ees �• + STA 1+25.0 o w rn q � o WHEELER DRI � $ � SSMH-7SMH-7 STA 3+00.0 RIM EL=4739.13 SSMH-6 ..,4:, " �E OUT EL=4729.46 RIM EL=43-3&e1 1�'68'9Z(A 6') IE IN EL=4729.47 IE OUT EL=473&66 q1;�•lB�A•6) ',TA H1 IE IN EL=4730.67 8 STA 5+94.08 SSMH-2 SSMH-3 SSMH-4 LOT 12 LOT 10 LOT 9 LOT e °T' _ RIM EL=473F.}7 q'135.84 C!+•m� bgi.78 \ LO7tl EI OUT EL=4728.91 IE OUT EL=4a30.31 g73o 9'1 IF OUT.32 RIM EEL 4773 IE IN EL=4728.93 IE IN EL=4730.33 LOT 12 LOT 9 LOT 10 LOT 9 LOT 4 I I LOT 7 Aj 45` b6NDS !/ �K1 r 32'ACCESS smi CA P.U.E. vl2'F_ L4�D oUE.e C1 �� 5 )L-AT. ~, GRAPHIC SCALE GRAPHIC SCALE SCALE J HORIZf 1'-50' ' VERT: 1'-5' IN FEET) ( IN FEET) (BEFORE REDUCTION) 1 inch= 50 (t. 1 inch = 50 ft. Q STA +00.0= WHEELER DRIVE DAWS DRIVE STA +84.5 N.25th bVE 4750 Cl FJ_Ev=4735.84 "" � � - -- - 4750 .t a755 'y rc - - --�-ST6 0+00.0 TO STA 5+94.0 - -TYpE 1 PIPE BEDDING j o a k o 4745 -TYPE "A" BAC ILL n 4745 4750 - 50 < o 4p -- �_- . I -- - -- STA 0+00 0 T� TA + 47 N S, ,4G STA'G+OO 0' -TYPE "1" PIP BEDDING r� .0 STA 4+80.5.N.25th AVE. -TYPE "A" BACKFILL .04 .}• CL LEV=4737.65 t1 O+ EXSTING D OD a) 90 � 4/40 11 o •1A d 'Q' 4740 4145 o�e 4745 I F u1 U) PT t = f - r Q i P FINIS ED GRADE Q - _ Y - EXISTING GROUND M. m.a735 T N LIT Ln FINISHED GRADE I N N fY _ r Z + T---- 4735 4740 _ V) 47eL. to v fY O z LLJ 0.40D% N -- 24 .OS F 6" . Q W 4730 0.400% 4730 4735 - 346.00 LF 6" SDR 5 PVC a7sr m Z,. 0 � o o M �I 0-1 0.400e Y �� a_ 4725 cv N ---_--'- - P MAB TWEENTAIN 6W TER AND SEWER ;r� 4725 2 23 LE 6- 47 a730 . ': - - : .-. DR 35 PVC v N s 00 r 0.400� ' S 7 Vc - v I 0SEE C.O. . STD. D G. NO. 02�13-2 PVC r m z 296.00 LF 6" SDR 35 n z / z p w _ O o - r w p w pw w_- as rr � �' Q' U O 4720 lal 4720 4725 0)Oi P j w 4 � i (.i ad p II ww 4715 pW Tr - -- - - ; - - -- --- :.- 4715 4720. w - - - - 47, STA 5+76.68 WHEEL@R DRIVE- STA 0+00.0 WHEELER TO DAWS SEWER STA 5+76.63 DAWS DRIVE z STA 2+96.0 WHEELER TO CAWS _ 4710 w -. - _ _ -_-_ _4710 - PROJECT N0. 1754.036 010 031C .: SHEET NUMBER DRAWING NUMBER - S-1 �Cecato DeAWuojcj biLS199 N w ZZ WATERLINE, PAVING IMPROVEMENTS NORT 0, o Q OO a 25th, W. OAK ST \ m z o i n, BY OTHERS \ _ 0) w z z - - -- BRENTWOOD SUBDIVISION m '� --_- ----- PRIVATE PARK w" OiE WW OAK SIfEET WAR X3 MLW9 X3 _. --�.� --��- --------- ----- - S z�mzWo?w ow��sNot ____- l orals y rc o T`z STA 54.1, 11' LT -- - -- ---- _ LOT 7 �UE W o w p Tel l -Mx8 M.J. TE1 & I° e - - LOT I STA 3+15.0, 11' LT YD ASS'Y w/6" M.J.IW.V. � -- $z a INST LL 8x6x8 M.J. TEE & & 11 LF 6" D.I. HYD LEAD STA 2+85.0 (5.0' RT - PIPE w/T.B.,'V.B. ) FH ASS'Y w/6" M.J. W.V. w/ 2' FHYD EXT �\ i INSTALL f M.J. �00A h & 11 LF 6" D.I. HYD LEAD `\ i 90'BEND w/T.B. LOT PIPE w/T.B., V.B. 1_ F- STA 0+35.0, 11' LT ygT 2 LOT 3 LOT 4 T 3 LOT 6 Io II / \� C vi w W LOT1 INSTALL 8x6xB M.J. TEE & FHYD ASS'Y w/6" M.J. W.V. \ — — BOZEMA SCHOOLN moCt & 11 LF 6t D.I. HYD LEAD n 1 0 i 0 SCHOOL Z - - - -- PIPE w/T. ., V.B. j ;• LOTS DIST, #7 A STA 6.3 T) ENG / a INSTALL . GATE .V. w/T.B., HEELER __.. o g 0 0 o N 9 n O LOT o DEl-C�cD LOTS w ^ \ _ N INSTALL B M.J. GATE W.V. w T.B. V1 LT STA 5+4 .1, 11' LT I `------- - - - --__-_- �, 11' SEPARATION STA (0+30.0), 11' LT STA 3+10.0, 1 REMOVE ENDCAP & T.B, INSTALS 8" M.I1B GATE INSTALL S" .J. GATE W.V. w/T.B., V.B. W.V. w T.B., V.B. N LOT @ LOT 11 LOT 10 LOT 9 L T 9 LOT 7 L4T 4 LOT 4 I 3 STA 5+65.7, 11' LT I INSTALL 8" .J. 90- I _ Lar� Z K > 01 s 7 x BEND w/T. ., V.B. Y'ACCESS& I P.U.E. n � w S GRAPHIC SCALE GRAPHIC SCALE SCALE °° HORIZ, 1'=50' IN VERT: 1'=5' FEETI inch 50 ft ( IN FEET) BEFORE REDUCTION) �aa 1 inch= 50 ft STA +oo.o= WHEELER DRIVE W.L. WHEELER TO DAWS STA +84.5 N.251h VE. 4750 CL EV=4735.84 - _ 4750 4750 _ 4750 F S A 0+30.0 TD STA 5+65.�INSTALL 536 LF 8" D.I.P. I-TYPE -1" PIPE BED ING I( orh STA 0+11.0 TO STA 2+85.0_ _ p $ a - -TYPE ".A" BACKFILLI ( ) 4745 4745 4745I INSTALL 296 8" D.LP. ` - - GREATER THAN 65'- -- - - -- - _nP "1" P `�, 47a5 I i -TYP "A" BACKFLL i GRE TER THAN 1.5' COVER 4740 E4STING ROUND 4740 4740 STA 0+00.0=STA 5+76.7 -- -- - - r WHEELER� .i . CL ELEV-4734.75 XISTING GROUNd FINSHED GRAD FINIS 0 CRADE i -- 4735 4735 4735 zLLJ I _ �6.5'MIN. OVER REO'D _.. .._ _..{ I II -_. _-__ - - �, I 4 ~ 4730 4730 4730 LLJ l _ _.�__ _ - - ' _ - m .-I - 0 mom® � MAINTAIN 18" MIN. SEPA ATION �m�m i � N 4725 LK - BETWEEN WATER AND EWER _ 14725 4725 �� J - - � STD. DWG. NO. 02 13-2 - -- +,i ; z a 725 w m o • ( I MAINTAIN 18E SEPARATION � Q 3' I � L1J BETWEEN WATER AND SEWER U - I SEE C.O.B. ETD. O Q 4720 I o h ff DWG. NO. 0 13-2 - _�_ m I -- - _ 4720 4720 472_ ? a _ m I s N`G m r _ : STA -0+11.0) EELER TO D WS WL= m n°o Q ? m -STA +65.7 WHEELER DRIVE 4 . o : m> 9 +7. -STA +85.0 WHEELER TO DAW WL= 4715 ; < ..i a ; -`� s m m - I 1 STA +65.7 DAWS DRIVE 90+ 4715 4715: --- a-- - -) - 6: STA 5+ 5.7 WHEELER DRIVE= - STA (- 11.0) WHEELER TO DAWi WL ? �o - - -< �a 47+0 4710 4710 411.,i �ROJECI N0. 1754.0 6 01 0 10 SHEET NUMBER co CIS _ *ao m _ V ,. N N i`•^ N i- In r - ' ^ 10 V M M o •'v v^a c d^a ..:a �,:^a '� a a v o ..'a v "a "a DRAWING NUMBER 4 2, _'Cl W-1 IZ GCo2p 'b2n.01ay 1 7z�- 2! 32'ACCESSP.U.EIBLOCK 1 k,l i>(-KBLOCK 2 SIA 5+28.0, 11' LTINSTALL 8x6x8 M.J. TEE &FHYD ASS'Y w/6" M.J. W.V.W INE & 11 LF 6" D.I. HYD LEAD B ERS i PIPE w/T.B., V.B. m I } '�^'a z o<z U-r l LOT 2 LOT 3 LOT 5 I F I LOT 8 0_ i F a "'.lw Q z rc rc sA 0+35.0, 11' LT EFHYD 11' LT Q ; maw INSTALL 8x6x8 M.J. TEE & 8 M.J. TEE & o i o i i o FHYD ASS'Y w/6" M.J. W.V. w/6 M.J. W.V.& 11 LF 6 D.I. HYD LEAD D.I. HYD LEAD: PIPE w/T.B., V.B. V.Bi }.3n O t11x+ >• _ i z 0 $ $ DAWS DFM - F.E STA 0+30.0, 11' LT STA 2+59.7. 11' LT STA 5+23.0, 11' L7 �I REMOVE ENDCAP & T.B.. INSTALL 8" M.J. GATE INSTALL 8" M.J. GATE F.� zINSTAII 8" M.J. GATE W.V. w/T.B., V.B.W.V. w/T.B., V.B.W.V. w/T.B., V.B. a i 92 � LOT 12 LOT n LOT p LOT 9 LOT B LOT 7 6 O W� o �w GRAPHIC SCALE SCALE HORIZ, 1'-50' VERT; 1'-5' 0 ( IN FEET (BEFORE REDUC710N1 1 iuch - 50 It DAWS DRIVE 4/55 rc i 4750 STA 0+30.0 To STA 5+65. m o STA b+oD.o- — INS F 8" D.I.P. - STA 4+80.5.N.25th AVE. - E "t" PIP BEDDING CL lEV=4737.65 - E "A" BA KFILL G�EATER THAN alas j6.5' COVER E)OSTING .ROUND I ... 4740 : f FINISHED GRADE II` 4740� �) cn n Z tt LLJ 4735 r� � w . n0 1co <_ z O cy- 4730 � __ _- _._ ._._ - -_ -- _ - I 473C N 111111F11111 om -mi - --- -I- - -- I W mz [if Ld Z o m Q N 0 4725 a- ,. 14725 _ o m 4720 f 4720 a i o STAJ 5+65.7 DAWS DRIVE= r= ST 2+85.0 WN ELER TO DAl',', � I u 4715 I w O - - : 4 PK0JLC1 N0. „,o m a a o �10 v� 754,036 010 0310 o o rn 10 -m rn 'rn - �w - ao - m SHEET NUMBER DRAWN.. �r-�c>rn-p D�cn�1,�y OIzs�9�'