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HomeMy WebLinkAboutSundance Springs Subdivision Phase 2B U N 4 PHASE 1 a' oho T moon\zs ' A IRACI 01 AND LCI ,d IL IN NUR HLAS. 1/4, SFC-ICN 25 TOWN,I,IF 2 SOUIIH, RANGE 5 EAST, AND z s NOR'''AI /4, SFCTION 30, TOWNSHIP 2 SOJ'H, RANGE 6 EAST, P.M.M, �� �' N R _ III OF B07CMAN, GALLATIN COUN Y, MONTANA LANDOWNER:SC\O PC DEVEUNDANCE 4 GS LOPMElP,LLC 135 VALLEY COMMONS DRIVE ° BOZEMAN.MT 59715 PHASE 1 I � � z ---- - — -- — - -- -- — -- - — ---_ _ pow -- - -- - - - - - - - -- - - -- - — -- -- - — 25 30 - 1 ILI N ,n2 \\� / \V/ LU'96 Lot 95 or LOl,03� / LOT 97 A SI 1 E LOCATION MAP � L SCALE: 1" = 400 or,00 TO,9a LOT 93 - / Z LOT,D4 s,;NDANCE DRIVE III // Ol,05 gg SHEET N0. DRAWING N0. TITLE TOI GENERAL LOT Lm,m Lo,06 J T u3 / ,m LOT 1 G-1 COVER SHEET T / 2 G-2 GENERAL LEGEND I Lor in 'y- LOT 3 G-3 GENERAL ABBREVIATIONS AND NOTES - -- McLEOD PARK LOT 1. / LOT 121 �7 LOT,za\ Ra SANITARY SEWER WATER & ROAD IMPROVEMENTS LOT / iO9 L°,120 4 S-1 SANITARY SEWER IMPROVEMENTS 5 S-2 SANITARY SEWER IMPROVEMENTS ,o — r/ 6 S-3 SANITARY SEWER IMPROVEMENTS _ _{ L011Q / / ` O"� o w 7 S-4 SANITARY SEWER IMPROVEMENTS II III I o LOT u.\\ LOT 132 l)I'I�I';)N °,n Lor r rn 8 W-1 WATER IMPROVEMENTS 1 1 - - LOT�,� r Y 9 -2 WATER IMPROVEMENTS ;� - I L, ,., SC W IM Z 10 W-3 WATER IIMPROVEMENTS V ') 11 W-4 WATER IMPROVEMENTS I 1 L0T+36 LOT a6 3 K 1 P-1 PAVING IMPROVEMENTS ,� a 2 13 P-2 PAVING IMPROVEMENTS 11 ilcli I ICI h LOT 32 LOT 33 Lo 3 LT , 1 '1 oT3 LOT i / o a m o 14 P-3 PAVING IMPROVEMENTS \ IF 1 LOT,.� LOT uo LOT es 15 P-4 PAVING IMPROVEMENTS �II�LI:I,.fK'J LO1}1 16 E-1 GRADING SHEET _--�\� PI• �! ,n,so - - -- s, , Lm u 1 11 LOT'39 `m /\ m Z 17 E-2 GRADING SHEET _ - _ a 18 D-1 DETAIL SHEET \ °r z ����_- -_ --- — - ----. J ' L.-I O 19 D-2 DETAIL SHEET MINOR Nt�BDl1%ISIC\r�' Lot zs LG�n _ 7�r_.- \ Q 0 20 D-3 ` DETAIL SHEET \ `,,._,/ OT LOT 39 I N0. 35A /: LOT 20 La,ss .or 36 Lor ST LOT 3a LOT 40 21 D-4 DETAIL SHEET W-2 - WATER PLAN AND PROFILE SHEET ' \\ of z, / m.+ o,az l LOT ez Z LOT 60 / O LOT 26 (� J \ LO1 LO,83 ` ' '•�1 LOT A' S-3 = SEWER PLAN AND PROFILE SHEET 43\ - -� /� > = PAVING PLAN AND PROFILE SHEET IT 1 O 16 / Lor fia / LOT m CD L.L - .MMFS P_&CEB�4 9ANO6 1 - +� as 0. ,nM n I 1n, cn B0Z LOT 52 r 65 "' N COMM LOT 2 EM41 T LOT LOT U) -• 111 14 AMENDED MINOR SUBDIVISION NO. 85 LOT 1. LOT C r? `` v��G �'_ _ - �� i, ,♦ ,7°3 w}OINvC[MV YPrEt,T / LOT 55 1 I LL LOT Z BOZEMAT cn 1 I y MORRISON /L LOT 5. LOT a MAIERLEdc. � v /�� � � �� I w QUALITY ASSURANCE / \ v 1 �� _ J LOT 53 I LOT 6e U \]\�\\ LOT LOT zs Z L 'n \\ LOT \ \ LOT 52 • I Q Z \\Y11\11 TO'511 I Q p Project Yoneger - — /, , 1 OT J p TH0I—G.&BETH M.wUBER LOT 50 I � U COM'' I� O,n `L\ _OUS H LxE H.SPMN J Hf�IF BNOAy 38O9 \ \ I /LUT 7U Lot 74 Z �/L I O,� L .n"�4�E_ M, pac PI ne Hewa or af—Monoger ,l L L - - U71 m a oT e 22 n� i — r4 II oT ITQ Peer Rm2eeer LOT 46 LOT es' LOT n Lo,2a L PROJECT NO. ?336.015.040.0310 'n Pro'cl Pnnc of mil - SHEET NUMB ER a No DRAWING NUMBER —GOWENSIEIN�19NE_2 5^ 3 - S Project No.:233601___,__$(-U/eO31O G-1 m0� MLU IANiCAL LLoLI,L r L) N:�,_I PIPS AND FIl PING SYMBOLS �3 GENERAL PIPING NOTES DOUBLE LINE SIN F LINE ?o� a cV ---- EXISTING PIPE(SCREENED) wl—�— GATE BOUNDARY AND/OR PROPERTY LINE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION 4— KNIFE GATE POINTS.MINIMUM COVER SHALL BE 6'-0'UNLESS CTHERWISE NEW PIPE - SHOWN. --- EXISTING PIPE TO BE ABANDONED � - BUTTERFLY ^ �0 x FENCE LINE � -- 2, SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND x x x x x x EXISTING PIPE TO BE REMOVED ^'-- GLOBE �% EASEMENT LINE TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE —�--- WELDED JOINT .83 BALL 2 �8 3/v 11, ' INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE - - VEE BALL SECTION LINE OR DLC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 0 GROOVED END JOINT - FLEXIBLE SEAT PORT 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS ECCENTRIC PLUG W/REQUIRED )- Boa' ---— CENTERLINE GROOVED END JOINT- RIGID SEAT LOCATION A m Z' CMU SECTION (') SHOWN IS ONLY APPRO%IMAIE.FINAL SUPPORT REQUIREMENTS \- SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE — ^---- PLUG OR COCK B7 BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION, MAXIMUM SPACING SHALL FLANGED JOINT OF DRINKING FOUNTAIN h z° BE AS SPECIFIED. --):i}— FULL PORT PLUG FEW EMERGENCY EYE WASH - -- MECHANICAL JOINT —�bl-- NEEDLE KSK KITCHEN SINK METAL SLUD WALL PLAN --- - — ROAD (EDGE OF EXISTING PAVEMENT) 4, APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED r LAV LAVATORY WHEREVER PIPING PASSES FROM A STRUCTURE 10 BACKFILL E HUB&SPIGOT JOINT C'J DIAPHRAGM SH SHOWER EXISTING CULVERT (RUBBER GASKET PUSH-ON) •--• SK SINK m 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL —��-- PINCH HORIZONTAL/VERTICAL CONTROL POINT WITH THRUST TIES,BLOCKS.OR ANCHORS, UNLESS Ca BALL JOINT PF SWING CHECK SS SAFETY SHOWER BE PROVIDED w SSK SERVICE SINK STUD WALL PLAN OTHERWISE NOTED. THRUST PROTECTION SHALL HF ADEQUATE FOR lo- DOUBLE DISK CHECK WC WATER CLOSET EXAMPLE. TEST PRESSURES SPECIFIED. FLANGE COUPLING ADAPTER WH WATER HEATER CONTROL POINT A BALL CHECK LAy' W5 WASH STATION _1 6.SYMBOLS, LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN �— R F%IBLE COUPLING �. HOSE VALVE UR URINAL FIXTURE LEGEND � + COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS. WHEREVER o APPLICABLE.FOLLOWED OF THE VARIOUS APPLICATIONS ARE NOT FLEXIBLC COUPLING WITH —QX NON FREEZE HOSE VALVE VC VANITY CABINET NO,IN SPEGFlCAiIONS— MASONRY VENEERALL X= NO. IN SPECS z BORING LOCATION AND NUMBER. SEE NECESSARILY USED IN THE PROJECT. —- -�— THRUST TIES a B-t SPECS FOR BORING LOGS. �jI NON FREEZE HOSE VALVE WITH HOSE RACK STEEL BELLOWS X=NO.IN SPECS 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. — � EXPANSION JOINT - - N 32+00 SURVEY HUB AND TACK WITH STATION ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT Sa— SAMPLE GYPSUM WALL BOARD WELDED,GROOVED END OR SCREWED PIPING, SHALL BE ELASTOMER BELLOWS I PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION -- �— E%PANSION JOINT � MUD 0 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES.UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND PNEUMATIC w/POSITIONER PRESSURE RELIEF FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. pH ELBOW UPF BM-2 BENCHMARK LOCATION AND NUMBER OR Q AIR AND/OR VACUUM RELEASE z RIGID INSULATION EASEMENT CORNER REBAR 8. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE ,+ ELBOW DOWN PNEUMATIC w/SOLENOID RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED- WHERE A EGULATED SIDE O POINT OF INTERSECTION, SET 5/8"x 18" FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE uo�i V'a REBAR W/L.S. CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. _-Ho TEE UP PRESSURE CONTROL ELECTRIC BA TT INSULATION pP-3 PIEZOMETER LOCATION AND NUMBER 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. MULTI-PORT VALVE 4 �� TEE DOWN I1' (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.) ELECTRIC w/POSITIONER APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE LATERAL UP ARROWS INDICATE FLOW PATTERN.SEAT FOR CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. l}-I ARE IMPLIED BY INDICATED FLOW PATTERN. I PLYWOOD ®1000 FINISH GRADE _ 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR — — l3-I LATERAL DOWN SOLENOID ® HYDRAULIC U � 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE I o CONCENTRIC REDUCER PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS �� _ J T MANUAL EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND �L�I JI✓._. '`L. 'v J - dl�`, STEEL TO THE WORK OF OTHER CONTRACTORS,AS NOTED. I I _ _ _. v.., �_I-•� ECCENTRIC REDUCER STRAINER �••V� 2" EXISTING TREE W/ APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE -- [ SOLENOID Y••�•N THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, —���— UNION SIGHT GLASS r•� �� 10 BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR —e/\,F— FLEXIBLE (ELASTOMER)PIPE CONNECTION ® WOOD, ROUGH CONTINUOUS 1 ± STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE.MATERIALS. BLIND FLANGE ,� g T AND INVERT ELEVATIONS. GAUGE WITH COCK NEW TREE AS SPECIFIED _— —Q PLUG THERMOMETER CAP WOOD, ROUGH NON-CONTNUOUS ° oo SIGN, ONE POST OR TWO POST ''PNG DESIGNATION *" ANCHOR � ROTAMETER EXISTING MANHOLE __ _ -. - (J NEW MANHOLE Ex 1-LE ELBOW 90 DECREE (A 1� GALVANIC ANODE 8 BELL - WOOD, FINISHED XX�l AIR SET II S . SPIGOT 1 —16"RW 1 EXISTING UTILITY OR TELEPHONE POLE —*}T+-- CROSS XX= SUPPLY PRESSURE - PSIG F FLANGE RW Tarp ry�L�- Z PIPE. USE FLOW STREAM IDENTIFICAl10N LEGEND,ON p$ TYPICAL INSTRUMENT SYMBOL PE PLAIN END w GROUND SURFACE ' NEW UTILITY OR TELEPHONE POLE TEE pg_1_4 (SEE &C LEGEND) iIL-ilr,>7� DWG.GUS SEE PIPING SCHEDULE IN THE SPECIFICATIONS. a GE GROOVED END f � r NOMINAL PIPE DIAMETER m < DITCH SHOWING DIRECTION OF FLOW WATER BLOW OFF VALVE MJ MECHANICAL JOINT u ELBOW 45 DEGREE � � ACOUSTICAL TILE tiCREEK/RIVER W/DIRECTION OF FLOW VALUE DE`�':-•I .I( I.,•-. ,,// FIRE HYDRANT PO PUSH-ON o u a o � � EXISTING CONTOUR --F/� LATERAL �'\� CATHODIC PROTECTION TEST STATION F c 1000 %V CATHODIC PROTECTION ANODE MJ of Q OR• EXAMPLE: m Q CONTROL VALVES: XDY DESIGNATION FILTER N —�1000�� NEW CONTOUR ALL VALVES AS — ,�� ACTIVE SHOWN ON P&IDs, I'�n��INACTIVE x=PROCESS VARIABLE NOTES: GATE_ �IYP.��O W Z Y 'C`C EXISTING STRUCTURE TO BE REMOVED • FLOW DIRECTION 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DWBLE - V INDICATES PAIR OF DOORS VALVE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN PLAN VIEW Q m SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING ELN.EW1' DOOR NUMBER EXISTING STRUCTURE • MANUAL VALVES: SPECIFICATIONS. 2 SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC II ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END Illl O SLUICE WINDOW TYPE EXISTING A.C. PAVEMENT + CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. 'L�)�V ? Z q2q DWG. NO, WINDOW LTA BUTTERFLY O ELEV. OCCURS ON 8"-V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR PS SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND PRESSURE SWITCH NEW A.C. PAVEMENT SIZE OF VALVE EOUIPMENT IS SHOWN HEAVY LINED. > �Z 103 ROOM NUMBER VALVE DESIGNATION FLAP T—F HOSE RACK (TYPE AS INDICATED) W VALVE TYPE, SEE 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL m W OO NOTE INDICATOR GRAVEL SURFACE • SPECIFICATIONS DRAWINGS. x I((lyJf SAFETY SHOWER AND EYEWASH SHEAR J -�� • ® O SSH XX= NO. IN SPECIFICATIONS F� J CONCRETE WALK ACCESS HATCH Q FABRICATED SLIDE X = F - FLOOR CLEANOUI (/7 Ld LIMITS OF TOPSOIL AND SEEDING • GENLRAL NO i L S_ /�,X�CO� D - DECK CLEANOUW - WALL CLEANOUT z T w INDICATE HINGE SIDE! SIDE WHERE LINES lJ' CD O i. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON V - VENT CLEANOUI oo MEET (RIGHT SIDE ON SYMBOL) STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS 3:1 EXISTING EMBANKMENT, OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS d m SLOPE AS NOTED MAY NOT BE SHOWN ON THE PLANS. S HD-XY HUB DRAIN (n WALL FIRE EXTINGUISHER GENE2i�L DEIGN C'E S(,N A,T.ONJ O V - POWITH PRIN EMED TRAP CS %' = NUMBER IN SPECS T NEW EMBANKMENT OR CUT SLOPE. 3;1 ON DRAWING WHERE SECTION FExi-"X" SLOPE AS NOTED " SECTION (LETTER)OR Lil OR DETAIL IS TAKEN DETAIL (NUMERAL) FD-%Y FLOOR DRAIN U X:% HORIZONTAL DISTANCE VERTICAL DISTANCE Y - P TH DESIGNATION DRAWING NUMBER ® X = NO. IN SPECS z 4 X-X WHERE SHOWN W PRIMED TRAP I Q Z of + RIPRAPOVERFLOW 0 Ld Q mOR DETAIL N S SHOWN SECTION O-X XVER NOWIN SPECS N o NOTES' DRAWING NUMBER DRAWING V) NUMBERS WHERE TAKEN RD-X ROOF DRAIN m 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. (OR SAME DRAWING)ERE X - NO. IN SPECS IAII AND SFCIION DLSIGNAIION PROJECT 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE Jf ._ No. NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE AD-XY AREA DRAIN 2336.015.040.0310 WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- 1; ® X = NO. IN SPECS Y - P WITH PRIMED TRAP SHEET NUMBER p URES ARE SHOWN IN HEAVY LINE WEIGHTS. 9 STANDARD DETAIL NUMBER XXXXX +--STANDARD DRAW DESIGNATION 2 DRAWING D 1 THIRD DD-33 SEE DRAWING NUMBER w M AT END OF DRAWINGS i STANDARD DETAIL DESIGNATION 0 w3� moo mU2 ABBREVIATIONS GENERAL NOTES =wo 4 -Jo 0 5- c� > w>>a is xw�o AB ANCHOR BOLL FB FLAT BAR, FACE BRICK pL PLATE, PROPERTY LINE 1. All construction work on this project shall be completed in rc� ABDN ABANDON FC FLEXIBLE COUPLING accordance with Montana Public Works Standard Specifications, ~ ABV ABOVE FCA FLANGE COUPLING ADAPTER PLYWD PLYWOOD Fourth Edition, January, 1996 with May, 1997 C.O.B. PMP PLANT MONITORING PANEL Modifications to MPW and Addendum NOT to C.O.B. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN ADDL ADDITIONAL DN FOUNDATION PNL PANEL Modifications doted February, 1998 and these Contract PRCST PRECAST Documents. 2 W ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED ADPTR ADAPTER FET FLARED END TERMINAL y- o Q; PRELIM PRELIMINARY 2. The Contractor shall restore all roadway surfaces to equal, or AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER better condition than existed prior to excavation and determined re �\O; AHR ANCHOR FF FINISHED FLOOR PREP PREPARE, PREPARATION PROP PROPERTY by Owner and the Engineer. ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE 3. The location, depth and Size of existing Utilities Shown On these ALT ALTERNATE FHYD FIRE HYDRANT P 9 PS PRESSURE SWITCH, PIPE SUPPORT plans is approximate. The Contractor shall verify the existence, ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT OF TANGENCY location, depth and size of the utilities prior to construction. APPROX APPROXIMATE FLEX FLEXIBLE APVD APPROVED EEG FLANGE PVC POLYVINYL CHLORIDE The Contractor shall d solely responsible for any damage to ARCH ARCHITECTURE, ARCHITECTURAL FEE FLOW LINE PVMT PAVEMENT the existing facilities due to failure to locate or properly pro vide ASPH ASPHALT FIN. FINISH RAD RADIUS proper protection when location is known. a RC REINFORCED CONCRETE AVG AVERAGE FLR FLOOR RCP REINFORCED-CONCRETE PIPE ® AT FOC FACE OF CONCRETE 4. A list of representatives to contact for information regarding RD ROAD, ROOF DRAIN facilities is as follows: BD BOARD FRP FIBERGLASS REINFORCED PLASTIC o RDCR REDUCER BFVLV BUTTERFLY VALVE, ESTE FABRICATED STEEL BETW BETWEEN FT FOOT, FEET REBAR REINFORCEMENT BAR Montana One Coll System Dispatcher 1-600-424-5555 REF REFERENCE Montana Power Co. Chuck Busto 582-4612 BE BOTTOM FACE FTG FOOTING, FITTING a BONE REINFORCE BLDG BUILDING F 70 F FACE TO FACE TCI Cablevision 1-800-316-9644 RELOC RELOCATE, RELOCATION US WEST(including Fiber Optics) 585-2350 BILK BLOCK GA GAGE, GAUGE REOD REQUIRED BLW BELOW GAL GALLON BM BEAM, BENCHMARK GALV GALVANIZED RST REINFORCING STEEL BOT BOTTOM GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY 5. All asphalt, concrete curbs and sidewalks shall l,be'saw cut or i BRG (BEARING GND GROUND SAN SANITARY neat cut by method approved by the Engineer. SCHED SCHEDULE BRAT BRACKET GRTGSKT GRATING SDWK SIDEWALK 6. Maintain 11' horizontal and 18" vertical separation between how 'm CHAN CHANNEL GSKT CASKET SECT SECTION z - CHK CHECK GSP GALVANIZED STEEL PIPE water mains and all sanitary sewer mains. z SHT SHEET Cl CAST IRON GVL GRAVEL w�m n i CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SIM SIMILAR ✓� 7. All valves shall be instilled with thrust protection, and valve .o CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE boxes in accordance with C.O.B. modifications and C.O.B. detail rz CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SP SPACE, SPACED 2718-1. T,- § 'z CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION C.J SPG SPACING 8. All fire hydrants shall be installed in accordance with C.O.B. CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE CL CENTER LINE HOR HEADER SPRT SUPPORT details 2718-3, 2718-4, and these pions. SQ SQUARE CLDI CEMENT LINED DUCTILE IRON HK HOOK SO FT SQUARE FOOT 9. All fittings including bends greater than 11-1 4 degrees, tees € CLG CEILING HM HOLLOW METAL SO IN SQUARE INCH g 9 9 / g ~+ CLR CLEAR, CLEARANCE HORIZ HORIZONTAL and plugs shall be thrust protected in conformance with C.O.B. �r o SST STAINLESS STEEL modifications and MPW detail 2713-1. CMP CORRUGATED METAL PIPE HP HORSEPOWER w SS SANITARY SEWER CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR Icy, o� STD STATION O CO CLEANOUT HT HEIGHT, HEAT TRACE STD STANDARD 70. Datum used is the USGS datum. Conversion to City o/ 13 r COB CITY OF BOZEMAN HV HOSE VALVE Bozeman Datum=USGS-15.44' J COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STE STIFFENER F,STE STEEL COMB COMBINATION HWY HIGHWAY STRUCT STRUCTURE 11. Sewer service stubs shall be 4" and be installed 15' upstream CONIC CONCRETE OR CONCENTRIC HYD HYDRANT SYM SYMMETRICAL from downstream property line and extend 6' into lot, (unless lU CONN CONNECT, CONNECTION ID INSIDE DIAMETER T&B TOP AND BOTTOM noted otherwise). See C.O.B. STD. DWG. NO 02729-1. CONSTR CONSTRUCTION IF INSIDE FACE TB THRUST BLOCK CONT CONTINUE, CONTINUED, CONTINUOUS IN. INCH TBC TOP BACK OF CURB 12. Water service stub shall be 3/4" and be installed at the center CONTR CONTRACTOR INFL INFLUENT TF TOP FACE of the lot and extend 6' into the lot, (unless noted otherwise). I COORD COORDINATE INSTIL INSTALL, INSTALLATION rn TEMP TEMPORARY, TEMPERATURE See C.O.B. STD. DWG. N0. 02719-1 rn CORR CORRUGATED INSTR INSTRUMENT THK THICK c F, � CP CONTROL PANEL INSUL INSULATE THRU THROUGH13. The pipe grades shown are calculated from actual distances CPLG COUPLING INT INTERIORT.O. TOP OF C TO C CENTER 70 CENTER INVT INVERT between invert in and invert out to illustrate actual slope. an o TOG TOP OF CONCRETE, TOP OF CURB Measurement and payment shall be per specification. (Center of Q P o CTR CENTER JB JUNCTION BOX = w w CTSK COUNTERSINK JS7 JOIST TST TOP OF STEEL manhole to center of manhole). o u o m o CU CUBIC JT TW TOP OF WALL JOINT CU FT CUBIC FEET L ANGLE TYP TYPICAL UGC UNIFORM BUILDING CODE 14. The contractor shall place crushed stone base course, Q CU IN CUBIC INCH LGS POUNDS compacted to thickness specified, under all sidewalk. m CULV CULVERT LF LINEAR FEET UG UNDERGROUND CV Q CU YID CUBIC YARD LNTL LINTEL ULT ULTIMATE H D DRAIN LONG LONGITUDINAL vTIL UTILITY VALVE, VOLT 15. The contractor shall adjust all valve boxes, curb boxes, and W O manholes to final rode u on cam letion of all construction. (n d PENNY(NAIL SIZ LP LOCAL PANEL VB VALVE BOX Any boxes or manholes damaged or otherwise disturbed by the Q DBA DEFORMED BAR ANCHOR LR LONG RADIUS VERT VERTICAL contractor, or any subcontractor, shall be repaired at the = DBL DOUBLE LVL LEVEL w DIET DETAIL LVR LOUVER VOL VOLUME expense of the contractor. VRFY VERIFY DI DUCTILE IRON, DRAIN INLET MATL MATERIAL VTR VENT THROUGH ROOF 16. All water main shall be laid with a minimum of 6.5' cover from Z O DIA DIAMETER MAX MAXIMUM W WIDTH finished grade or insulated with extruded polystyrene. All water DIAG DIAGONAL MB MACHINE BOLT — p DIM DIMENSION MCC MOTOR CONTROL CENTER 'WD WOOD main shall be wrapped with polyethylene encasiemehts. (n Z DIMJ IDUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL W/O WITHOUT > Q DIR DIRECTION MECH MECHANICAL 17. All bockfill for utility trenches shall be Type "A", utilizing Type 1 U1 WL WATERLINE Z DN DOWN MFD MANUFACTURED bedding unless directed otherwise by Engineer. WM WIRE MESH, WATER MAIN m DR DOOR MFR MANUFACTURE, MANUFACTURER O_ WS WATERSTOP, WATER SURFACE � H DWG DRAWING MH MANHOLE WSTL WELDED STEEL, WROUGHT STEEL 18. Sidewalk, 5' wide x 4" thick, shall be constructed along all V) Q EA EACH MIN MINIMUM WT WEIGHT streets unless otherwise shown on the plans. The back of walk > EF EACH FACE, EXHAUST FAN MISC MISCELLANEOUS WTR WATER shall be 1' inside the R.O.W. V) EL, ELEV ELEVATION MJ MECHANICAL JOINT WV WATER VALVE GO ELB ELBOW NIC NOT IN CONTRACT Z GO o WWF WELDED WIRE FABRIC 19. For all elevations depicted less than four (4) whole digits, add Q ELEC ELECTRIC. ELECTRICAL NO NUMBER � WWM WELDED WIRE MESH 4900 feet. ie. XXX.xx + 4900' (USGS Datum) fY J m ENCL ENCLOSE NOM NOMINAL XFMR TRANSFORMER CL Q ENGR ENGINEER NITS NOT TO SCALE N W c EP EDGE OF PAVEMENT OC ON CENTER YD YARD w EQL EQUAL, EQUALLY OD OUTSIDE DIAMETER NOTE: LJ w EOL SP EQUALLY SPACED OF OUTSIDE FACE / U CD 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR ^t-� o+ EQUIP EQUIPMENT OHP OVERHEAD POWER Z USE ON DRAWINGS AND TEXT", PUBLISHED BY THE r- o EQUIV EQUIVALENT OPNG OPENING Q Z AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) Q EW EACH WAY P&ID PROCESS AND INSTRUMENTATION DIAGRAM 0 cM7 OR CONTACT THE ENGINEER. m EXC EXCAVATE PC POINT OF CURVE a EXH EXHAUST PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST, THEREFORE, NOT O a EXP EXPANSION PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. Q In ED EXP JT EXPANSION JOINT PEN PENETRATION v EXST EXISTING PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS (� j EXT EXTENSION, EXTERIOR PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE ��^ PROJECT No. '^ F FLANGE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. 2336.015.040.0310 FAB FABRICATE PJF PREMOLDED JOINT FILLER SHED NUMBER 0 3 n Ml DRAWING NUMBER N G-3 wow m o • amUZ 00 • OPEN SPACE �z � NOTE: CONTRACTOR SHALL HAVE rnT Cn C.O.B., AT THE CONTRACTOR'S EXISTING r • O MAIN EXPENSE, COMPLETION SEWER W AL ON L DETENTION o_ CREEK O J • WORK INFRASTRUCTURE CORRECNOANYCKFILL F��o rn2 ALL SEWER G TA +17 J STA B+09 BEING EXTENDED (SADDLE-WYE)SERV NPSH SPR1N • 00 INSTALL SADDLE ON EXISTING 4" SERVICE DEFICIENCIES FOUND. STA 5+97 - REMOVE EXISTING 8" SEWER ` MUST BE VISUALLY INSPECTED BY STA 7+07 -`Cs EXISTING 4" & EXTEND 4" QD C.O.B. WATER/SEWER DEPT. PRI SERVICE LINE CAP EXISTING 4" SERVICE STA 9+06 TO BACKFILL. EXISTING 4" SERVICE J e, • SERVICE 6' BEYOND �2 W'" 1 WYE AT THE MAIN R W EXST. J '� �i_ r�Q a • STA 5+17 l SSMH 13 _ - - ~O • y o" u z% INSTALL SADDLE ON �� i-: _• EXST. J EXISTING 8" SEWER " --• ._ SSMH 14 OPEN SPACE _ _ qrr is`1\ ` a & EXTEND 4" O • s�. S GRAF'S 4TH ADDITION I D_ • SERVICE 6' BEYOND -� O d-fit 11-.�1 - 'I STA 10+04 00 p STA 3+65 R W EXISTING 4" SERVICE • a • INSTALL SADDLE ON _ _ • EXISTING 8" SEWER STA 4+87 - REMOVE EXST. I- 1 w O SSMH 12 S STA 3+17 & EXTEND 4" EXISTING 4" SEWER • / "-i OJ p EXISTING 4" SERVICE SERVICE 6' BEYOND SERVICE LINE & CAP o R/W WYE AT THE MAIN _ -• _ 00 I _ _ \\ STA 11+12 I� N - t ` �'` EXISTING 4" SERVICE O N 0) STA 1+87 p7 • - y� - \� J w STA 0+67 - REMOVE ( o rn EXISTING 4" SERVICE • y z aw I EXISTING 4" SEWER ~ ~ ~ • _ - STA 7+77 O \� EXST. STA 12+62 = Q/ rc O O O INSTALL SADDLE ON I"7 y 2 SERVICE LINE & CAP J J J EXISTING 4" SERVICE I , WY9 AT THE MAIN pT EXISTING 8" SEWER SSMH 15 • N & EXTEND 4" F- � _ • >w SERVICE 6' BEYOND O _ _ -- _ EXST. _ _ I R/W J Ii-1 SSMH 16 _ ��\ __J- • _ - - - /,� J STA 9+57 H EXISTING SERVICE O Y • O WYE, EXTEND 4" -j w p1 a s �J SERVICE 6' �' - - _. V It m g - �- • STA 4+ STA SrNS BEYOND R/W,/+S9 _-J- - - - __ - • INSTALL SADDLE ON EXISTING SL 10E • EXISTING 8" SEWER O WYE, FXTNO 4" & EXTEND 4" SER I< • �' -�_ - - - - SSMH 11A c0 SERVICE 6' BEYOND ©E`nNF /14 • l; - - - - _ - - i � - EXST. CV R/W __ • r u, Go SSMH 11 • Ln O z • � � �W �r OT O STA 12+62 -' J EXISTING SERVICE ro ~ Z a 1 o O • a • �� O SERVICE TEND 4" BEYOND R/W y �. a 1= z cn z - N a OPEN SPACE • S—4 �❑ P of o w • __. S-� � o o • O ❑ ❑N • J - - - - 1 ❑ �� ) � �fJ ��Y��Y EFT T STA 12+87 04 STA 14 06.62 0, JR ���LLL b dddJJJ J X SSMH# 16 EXST. SSMH�f 17 FXST.) 500 A I N min �u1 a'a. x +�11;. m o Oar W a r >>w 4995 4995 r" N o1 v~i to CD Z rn It- FINISH GRA E x ___-_ ___-- 499C w O 4990 F T, - -- - - Q r�cl ` N N II E ISTING GPAD ` N O w �❑ Q a "^ - - — _ - - - - _ - �C 4.985 Z Z 4985 - N E X S 1_ 1 W w - AT A SLOPE.of 0. ,.',% — � O OF p A S PE OF 0.51 % "� (n W A A SLOPE O. 0% m ni a > �o om da O o 4980 __ _ _ -35-PV __ _ - T A SLOPE F 0.9 8 — nr _? a of �` < d C 1�c 8" - m m _498.0 O Cn m r.1M mm a � as a N N ' Q NOS mm 11 a II z W O I a aom no ( 1Z -,-? Z wVl Z 14 OZ w o OF 4975 C, O INV OU 491 4975 - z w Fx > 4 44 F O> Q N Z_ t- _ O z I- (N _ p m rn a a > 4970 AT SLOPE_ OF %- z ' _ Lj a < t-z 49/G' (n Q Lil rn '' EXST. 38.86LF OF 8" SCR-35 PVC o> �`�' Q O z Z 3 >- Y '6 AT A OPE OF 2-1-5-% Q ` 7 A._B.; R � - 4965 Z w j 4965 aa o> Iz o >z a - _ 4960 aRcJtc1 No. 4960 _ 2}y6.015.040.0y 10 O r0 m r0 r a N m a r0 N N O� r` r M O� M M a N r N O SHEET NUMBERlp rO tD t` W O N N r7 a r(1 N 1p tp t0 h .6Ot N 1 a a � t0 0 t` 4 e0 W 40 m m a0 00 00 OJ m OI O1 Or Or T O> 01 m O� M a� rn rn m rn rn rn rn rn rn �' rn Q' m rn � y � y a a a a a a a a a a DRAWING NUMBER j a a a a a a a a a a a a a a a S-1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 m0cv L01 114 LOT 113 LOT 112 LOT 111 amUz �3 a LOT 110 ' J �z LOT ��"� s0 F o OPEN SPACE LOT 108 • _, a33n�;�, -- -- `-10, PUE I - • !Q a v���5 Ln boo �Zs O; - - °�°� • SSMH 64 • LOT 104 LOT 103 h �= 10' PUE • ---. SSMH 6s LOT 107 / w w SSMH�1 6 • \ • LOT 105 � > III o I OT 115 LOT 116 LOT 117 LOT 118Lij + - C LOT 119 " -Of 106 CL o, w inpw rn OPEN SPACE AG�,�O� LOT 100 w F9s w"Nn N N LOT 121 \ O / Ln a GALES: c~ o_ 1 -SOH I"=S V �sy o LOT 99 W 0 t 36 DRAINAGE F AFMFNT EXISTING ��� S—3 O RETENTION POND LOT 122 ��, ❑n�nJ li RAIN ROPER DRI V � - - - j c Jrn rn 5045_ I 5005 Y ay 3 5000 a INISH GRADE a vv�I. ° ❑1 N Z a �od z 4995 — 4995 LLJ O - - - - - - �Q � , a _ CL _ 4990 - -___ 4990 _10 Z Z > w Z - -SE > o 4985 - _.- z 4985 Q a_ a o o p ___ 7--A-S l .. Q L " z O o 0 4980 - - 1 4980 1 N Z .t p Q cl- . Z J. ?. 4975 o N 4975 a - --__ - - .- _. -_-- w VN O R a - c Z N dl % 4970 4970 ` Z w o ,J a o-ca Cn m i 4965 4965 PRCQECT N0. n - - 7336.015.040.0310 o O M O n N l0 r, 0) O V m r7 00 V) 00 SHEET NUMBER t/O t0 In ' a a 17 17 N N O 01 01 a0 r n 10 1n 7 5 n rn 01 01 rn 01 rn 01 01 01 rn 01 OD oo 00 oo ao ro oo oo oo Go D/ D7 01 01 m 0> 0> 0101 0) 01 QI Q1 01 OI m O) O1 m O DRAWING NUMBER a - a v v 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 S—2 DETENTION POND mom �i • U!1LN1 UN • 0 LJ z�o OPEN SPACE O • OT 96 L01 95 ,2333%V lo5 SSMH#61 SSMH# 11A P�aP LOT 97 P.I.P. MANHOLE moot O� I ✓ LOT 100 • „ .. S-4 LOT 98 1 F,p LOT 99 N LOT 126 \= z 6 j' SSMH#62 LOT 125 LOT 124 w�oWw�= m . I ,o w�Na N PO // DRAINAGE EASEMENT ., 20' D p ^ LOT 123 • • It p / SSMH,y63 OPEN SPACE LOT 127 wo --EXISTING RETENTION POND • _ 1 1 -- H O �P S-2 LOT 122 m£ - - - - °m RAIN R®RER DI?I V�' soon 0 s000 5000 " c a m a N Q Z 4995 N 4995 (w O Q w •�, _ S m 4990 w 4990Lo N+ J (O N ^ (n ; _ u FINIS GRADE ao 0 � + '7 ATER' MAI 4985 vN~F CROSSIN + 4985 p a p -XIt)IING GRADE : M INTAI L5 =� m F v MI IMU �Hg c Lu 0- - — — — — EPARATIO U(A Of w p (n w �o a d' a' N J - _ -- - 4975 - _ i Q N -— W 234.31 F OF�8" SD - --�— - - ----- - _I 4975 y - - 3 - .41 s1 A fw.j AT SLOP OF .;—* W - Z Ai SLO OF 443-% Mb c� iv A; Q Z 4970 - ... 4970J p a / s I N of Fi IIv O ID IY N II _z v (n p0 C - � v J 4965 - - PROJECT NO. N 4965 _ a z Z - - - - -- 2336.015.040.0310 % N N N N N t0 t0 h SHEET NUMBER �p r7 N N N N O O 01 O) O 6 n 00 00 00 00 00 00 00 00 00 r r 00 N Cl) 0) 0 m m O1 m 0, G' m 01 DRAWING NUMBER 10400 11+00 12+00 13+00 14+00 15+00 16+00 _ L ' w am?3 41 LOT 107 S-2 I LOT 136 -e ao- w= OPEN SPACE LOT 140 l • a33%yi'll LOT 121 LOT 106 O LOT 105 LOT 104 - - u LOT 139 • 10' PUE LOT 135 �o m z it SSMH# 671 f _-.-.,• m 2 ..` SSMH1y 68 m LOT 103 LOT 138 LO i 137 o I OT 122 �- - --�--- - ---�• ��� _ LOT 134 " - ----! ' o I_I I SSMHk 15 / - SSMH#63 j _ o u �� A G�� --SILVER V CIR LE -- - ro ER CLOUD - - q � DRAINAGE EASEMENT SI---T---- - , 20' �\� -- -- - • LOT 102 -- �0- 1 LOT 123 LOT 99 LOT 100 • _ �_ ' ,' LOT 85 N -- 180, p p LOT 133 " k- z cF E F U D LOT 101 yFtiT • L01 132 us N + m cf�­4v LOT 124 + ' • LOT 86 4 + • OPEN SPACE (�W ill LOT 98 LOT 131 • p`~ r� o � -- -�� • OPEN SPACE • - S-3 � /' DETENTION } POND _ - - „ ,S'IL VEP CL® UD CIRCLE R O CKING BEA B CIR CL r±a 5010 l - - 5020 5010 m _ 5015 5005 �� 005 - - --- ..( i c m a O V) ZO 5000 1O t II 1 ri 5000 __ 5010 0 w� - (/) _ l �Q O r o III sib u)(nF�Ww - = Ilzp - U W w 2 In S00` Z z r 4995 _ _ _ 5005 - _ _ Q w Of 4995 - - - U. 0 c (n > m r4Lj Li "r. — > p 00 � 0� o -- s000 o z + I— `* asso s000 m � 4990 � II O^.STINC . Of O GRIOUND �N�w �+ �+ N 3ckf o FINISHED FINISH J_4 I Zp Q lid 4995 V7 GRAD 4 85 - 4985 _ _.. -__j - 4995 v1 cn w W GRADE N W Z STA 0+11 - 4990 a � 4980 W.M. CROSSING _ � — - 498 _ a990 + - _ - - U N o ( LMAI,,NTAIN CROSSING — 18" EP. Q N: 0T87 LF B•' SOR- 5 P� 4985 4 7F 11�- 4975 -- - 4985 .. _ - - � O m PROJECT N0. a ' 4T _ 4980 4960 2336.015.040.0310 / 497 - - - - N SHEET NUMBER (\ UJ O) UJ I'7 N N N O 7 O M 00 00 o ;_000 0) 01 0) DRAWING NUMBER - -- L S-4 0�00 1100 2100 3+00 0+00 1+00 2r00 3+00 4+00 • J 4mLQ Y / QDETENON U NZw¢ UZ I1 zJo� "- • \ I aow$ 80 w��p is - NPSN cpR1N�'CRF-F'K • (A.B.NOT)NSTALLED • OPEN SPACE Y .00 STA 7 .22 B STA 8+66.31 /I �2333N/4" BEND OPEN SPACE • Wa 2"�y� / W STA 6+59.68 es.eo __•--- _- _ \ • �� 10�G W.V. w/T.B., V.B. / - --y-- ao.4s \ � • 86.61 �•/•p�` 00 „.. • STA 2+45 to STA 3+30 / - S�`\ ` o • _� INSULATE WATER LINE AT GRAF'S 4TH ADDITION < a • SEWER CROSSING O w e4,3e -•- STA 11+02.81 97.4 a o _ 7 TEE w/T.B. m o a I / •_ - • O~ CONNECT TO rn a / - -♦__ .-_ es,es - --♦.- O ROCKING EAR W.M. Q V \ \ r e p 0 STA 2+29.63 _- o .♦= 86,37 a a/ u I o W.V. W/T.B., V.B. �� -�-•- eMa` STA .13 STA .40 n ( - D \ STA 11+39.07 - NOT INSTALLED NOT INSTALLED O TEE, FHYD, VLV 94.89 N a w/V.B., T.B.'s w • 65.15 (A.B.) (A.B.) STA 10+10.49 STA 12+85.82 `� e1Aa ems` HYDRANT BEND - BEND Q k 1188 97.3= 10' PUE ----•- pna o ♦ U.93/ STA 10+78.10 ro / STA 6+54.68 • W.V. W/T.B., V.B. o TEE, FHYD, VLV / / o w 5 w - STA 2+52.1 U N a '" TEE w/7.8.� STA 1 + .62 � CONNECT TO • / 2� BEN + - • - - - Lil RAIN ROPER W.M. • \ HYDRANT N 32 • N 1190 \ STA 2+25.87 RANT" BEND I 6 €` 5 STA -0+00.61 186 I � • Q +9ti 5.83' STA 13+69.69 Q w� ,8� 5 ZEE,-6HY�-vml ¢I I w I (v I f♦12u+,'..�.�-) REMOVE END CAP & r 3:$rs, END CAP l� INSTALL 8" W.V. HYDRANT e a B 1187Lij W • I W I • �a � �- I i ��S � a I o I r.- O I < I STA 13+68. 9 U 0 g w I a OPEN SPACE SCALES: I INSTALL TESTING Q 1"=50'H ( Y CORP. REMOVE (� wI• �1-.J II a I 1 =5 V -4 & PLUG AT• I� • COMPLETION TEST a _V GRAF STREET qoo - -- -- -— -- NSTA 1 DIP - - - - E-711�N 499E -- -- - - - - --- -- -- - -- -- _ 4995 r f 6.5'MIN CON£R REW. N Z FINISH GRADE / 4990 Z -- ------ - - - - - / ------ - - - - 4r,lo N O R EXISTING GRAD 2 LF STD. S i. WSUL.D-3 4985 STA 2+50 2+82 A.B. _ _-- _ -- -- _ _--- _--- - -` -- - - _ 0 495E O a �> ^' ` "`` v W d .c ^: b� b„ �h h�(J O 4980 i -'.-- - - - a-cl� ^N o m 'm - �` -- h C o 3s _ a'380 W O v - _- ^' ---A3 - M > i , • a O ' mom O = TD. HT. SUL. m m o 1n w o m ,": ± ?i < Q m a>?�i � r In 2 8 LF S tr I ^ "+ ; v�2 2 0 3h O o S -:z h W W h ^l + Q� W w a i w N 0 h V tC� Z 1 w G Of 7' AI INTA/N 18'M(N/ M SfPARA IICW h°j m'� h 2; 0 i,1 Z N 4970 y� �y y x 0 � cC o o_ woo: �Xin' Q ro 3� <' Q Q 496E O X w fxYH _ _ I' s. --„��°� _ - _ _ _ _ -__. _ W ___-_ -__- t -- _496E W o` -- N w -6 a0 N " z + N +w<» h >< �h �i ?xUOM1U �JQ3 w h r �� (n m O <W Q V Z 1 V 7o- O F ra > z U �C on-, VV W PROJECT NO. 4960 .Ni O V U ___- --,.- - - - - __ _ -- .--__ ---.__- _. _ _- 4960 2336-015.040.0310 ----..- I0 ET NUMBER cp O r m rn - N YI t N N n ai. W ✓1 �i d iri 10 a1 r 6 ' r r r n m m m m' a0 m m m m co m m ml IT,of m rn rnl rn m rn T O' P O' a' 0' T �' DRAWING NUMBER O a a d a a a •d a a a a a a a � K v a � �, a v at a t W- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 ` 14+00 7111166 mom STA 5+44.84 < w9* `Q� TEE, FHYD, DIP, GV VB TB �" f j w/ , • Rio '' I r � 0 STA 0+35 STA 5+11.59 HYDRANT i,�„�0 W.V. w/V.B., TB BEND w/TB 111 1183 OPEN SPACE ~per a.9s 9s so 9�.00 9z.90 -- 91.26 WV w/VB 8T8 • • .: STA I �O BEND Z moo �Z: . _ 9Y111 91111 W amt 9rm � ;P m�. + I +S i + -�- --- + + • � Sa93 _ - • 0 0 - p STA 6+96.13 Saw 95.33 93.79 BEND w/ TB • • w wl X� o w-La CL X • • • • 00 / (- RANTL'i i V N 1184 6i..4A54LLJ .48 �OPEN SPACE as.� O,o OX ` y I� w 50 1 - H STA 9+93.51 TEE -J w JLL ax x a _ xp0 \ ., O Cgvn,.,,_, .,mot"� ♦��� m4 � _ OR M�NT� \ �`� �P. 00 • HYDRANT • �"' t _ AINAGE EASE _ \ / — \ Z N 1185 \ g 85.75 EXISTING \ �P�G,l.Q'pQ�f� J y \ W-3 ❑ �£ U \ RETENTION \ P�� \ ��❑ POND `�` _ - - - -- - - ❑ - - -:-. I F RAIN ROPER DRIVE 5005 n INSTALL 97 LF OF 8" CL 51 DIP x } a o H o' a as w 5000 _-5000 - INISH GR E - - - w - - m a w N z v, a z 4995 --- 4995 -. N O ac EL 65' MIN 1,, — _ CO AR REQ'D � 4990 I -- —- - --- ---_ - - _ -- - z y O v J a98b .m3aD any"? -_ _ - -.. _ - -_. 4995 - m > --- o - O v, o� m W vNQ O�Qz > - - N mi W' o U> NO�F-ti N o 0 4980 Waw m�� `� Z a �~0003i e W 4975 a 4970 z \1 O i Qr PROJECT NO. 2336.015.040.0310 i 4965 - - - -- -- - - - -._ O O N) N O f� N lD u7 r U m M OD a0 Ui SHEET NUMBER 't V �'] M cV N O m cT :L h h 16 ID ,n 7 ,1 9 n rn rn rn 01 0, 01 a, rn rn rn ro m :a, m m a0 00 co ao ro o O1 �� Ln� Ol m QI DRAWING NUMBER 1. 13) W-2 0+00 1+00 2+00 3+00 4+00 5+00 6F00 7+00 8+00 9+00 10- - - / \ T NTION POND moo / DETENTIO I / -• • \ POND • - - i- - - - • am�a �wzy� I OPEN SPACE W I Wry i o g now$ 0 o (n 3 11H za /• • STA 15+52.0 .00 TEE, FHYD, WV w1/V5B7.0iB I Q Gv w/ V.B. F,pY C HYDRANT STA 15+84.45 Ra BEND QQ.P� I 5L.45$Z--" O/ 82.29 e,.Je mo I t.R��r.^J �"'T'� :per m I`Z .�'o -1 ' • uoe �JJ J 0 0 15+89.21 / STA 14+46.05 7EE �1 _ cL 4''18+714 �P�' BEND \\ HYDRANT 71 O # 1185 y� \ 0 0 \ O QJ STA 12+20.35 \� N BEND ^ STA 10+22.5 • z i��+ m WV w VB TB — .77 O ,O DRAINAGE EASEMENT _ _ _ _ _ _ --� / / 20 ?•' 00 [TI +17.5 / • \ ^y; _ YD,V.B. • / / ,�& OPEN SPACE 9 O A / 6•�S 5`�� / / \ k �i o o yy EXISTING RETENTION POND S 1 50 H W-2 J1s dd / — — 1 5' v g£ RAIN ROPER DRIVE - - - 1 5005 - - .5005 ,1 INSTAL 590 LF a 5000 04 5000 u a o r I a w N z V) Ra 4995 4995 WLLJ z (/") I EL 4990 4990 ---- - - - -- ---- --- -.. ---- - - -- z O N FINISH GRADE EWER MAIIN >_ w 4985 CROSSIN 49 35 1.5 -- - - - cn > a - MINIMU - - --- - - 0 Of Hr IN - — -- EPARATIO o 4980 3 STA 09+ 9 - 10+07 - 4980 N - o ... -_ - - -. '- - ---- ( w z ++ CO R REO'D 3 < s 2 F T T. EL 4975 - D-3 STA 5+72 - 15 0 (n 4975 W cLA � 49/0Qo3" �+ 4970 -... �_ N ! 3 �m b om a h O .�'. +'e>:m �7 h2! 2 mm c o rr ti 4965 ' �^ ! 4965 - - V PROJECT NO. h H ' - - ----- --- - - ----- ---- ---- -- - - �- - - 2336.015.040.031C N N I!7 N N N co ,D d f SHEET NUMBER -It N7 N N N N O O 01 Ot ��I 00 00 00 00 00 coOD0 CO t` r a�' 0) O) a O� DRAWING NUMBER a a 't� � Z 10+00 11+00 12+00 13+00 14+00 15+00 16 1 00 yy+A/-J 7 Pg. W-2 _ 0 OPEN SPACE I WW2 0 oc> I I OPEN SPACE W • ' wyo �a 'ems D • • � 10 _ ��33hj'j�, I Z O • • Q�Pcf. 2 a off''.� I -Q Jwrn "'�. Ah mod �Z% 6 Fq TEE � STA 0+35 • STA 3+23.71 (10.3'rt) INSTALL MJ 'BEND w/T.B. W.V. w/ V.B.. F6 ]s m w/T.B. 22.5 CD = 77 T.B. �i. Y W e2.]9 SCALES: S� y �� STA 3+48X6 EDUCE I ` INSTALL 8X6 REDUCER eb.]e 1 =50 H A 10' PUE ea72 STA 2+79.03 (11.0'rt) 1"-5 V TL,O X j HYDRANT STA 0+35 INSTALL 45' BEND .y /�1189 9 w T.B. WV w/ VB, T.B. / S zo I + R) STA 2+98 (30.0'rt) \ \ ! 20• \ \ 1� a Tu INSTALL 8X6 REDUCER T 10' PUE S I L .�, _ 92.99 r . -_- ER CLOUD CIR LE 10 PUE -• - -- _ p .(t�// 20' DRAINAGE EASEMENT \ 'dI`AAO� j \N7 • \ o / STA 3+57.97 (26.2'rt.) \ \ • .--'- 83'63 ti� .]a TA 3+10.74 42.7 rt 0 _4S INSTALL MJ FHYD ASSY., ? INSTALL MJ FHYD ASS'Y., 6" GV w V.B., T.B., 13.2 Gow f O• HYDRANT 1 - LF 6" D.I. HYD LEAD ry O 6" GV w/ V.B. T.B., 322 �j1190 "o G &a i 4 az.]a ��9i F 6" D.I. HYD LEAD ww11 HYDRANT ,1v - STA 1+3MJ .5*BEND _ INSTALL MJ 22.5'BEND • _ 1N 1185 IA I HYDRANT \OF /fiv a•� WS 0; _ R��- _ w/T.B. I it.4q¢}.!4 I� I $ 1184 , I rm4y..� ....r\ Im ��.4FP4.�i-�I �c�'\l.• STA 0+11 (10.1'rt) • ,J R o INSTALL 8" MJ TEE 0 W m- w/T.B. �� o Iz • • J • I • OPEN SPACE / I / \ • OPEN SPACE W-3 11 1 nL- �J I ETENTION - �� r R 0 CLING BEAR CIRCLE I SIL VER CL 0 UD CIRCLE Solo5010 I 0 � a m 5005 - 015 W Al_ 5000 _ _ 5000 _. _ 5010_. _ _ -. - - (n 0 CL 4995 .__- 4995- 5005 -- -- - - -- - O INSTALL 339 LF 0 8" CL 511DIP z m j w n 990 4990 -- - 5000_- m > Y O EXISTIN N I o GROUND �_ Of cn -'d FINIS ED FINISH GRAD 4995 j 4y_; w 49 5 4985__ __. - .. -EtLfSTING -- -- Z F- O GRADE Q O (n STA 0+116.5' MIN. 6.5' MLN � W.M. CROSSING L — — — a96o__ as90 — + --- OVER > COVER M EP STA 1 (JD.0'rt.) tIAAIT'AIN ING U J - INSTALL 8x6 REWCFR MAINTAIN8" El STA IL .74(106'rt.) Z INSTALL 6 REDUCER Q Q �) bi - — _- - 4985 - 4975 1975 STA 8+7903(I r 0'rt) STA J 10.74(42.71' .)` INSTALL B J.45'B£ND FHM Y 6'MJXFL I ALL 8 AIJ 1 5'BEND STA J+2J7 (ID.J"rt) STA J+5.97(26.2'rt.) m'AiJXfL w .. r ' T.B.6"D.1.HhD lKSI B FHYDw V.B6 T.a, r. (�J aRwEciNo.(2.0' .8.) - --- .. -- - - - - - 4981 22S'BEny704970 4980 - - — 2336.015.040.03'C — - 3 SHEET NUMBER cp n U7 m l0 r tD u^ c3 U) `O 000 0000 a0 ao ro rn a rn rn rn rn rn a�i a,0) I CRAWING�NUMBER 0) 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 Vy— I • \ s_ • I _-� 1 • 00 OPEN spacE I ��-�P5N SpR\NG � 00 • 00 STD 5, • H Y C O B SIDEWALK OTY'S F- Oj 00 a O O BEG STA. - END STA. ; E LINEAL FEET OPEN SPACE • p1 00+00 - 13+76 L 1364 00+00 - 02+49 R 248 • 0 J w a; 02+72 - 11+01 R 805 / - ~ �� D0 • �, �__ ,P�y m4 0 � 11+24 - 13+68 R 235 TOTAL '2Zi52 • F- ''� PROFE�.' I 0 03 a J I v • � STA 11+13J0 GRAF ST.= • Y • ST.- N 'i o \ +00 STA 14+06.62 GRAF a M Ot o -o BEAROCIRCLE OCKING w I � \ � STA 32+14J8 PEACE / (- PIPE DRIVE a I l I U o 0 0 \ oo /� o o m a a o J J / N 0 ya a J OJ /= o N w wl STA 2+65.69 GRAF ST.= .D S M ~ STA 13+80+/- GRAF S a o STA 15+96.79 RAIN n '^ M a I ROPER DRIVE N �- �� NATO EXST. & TIE o EXST. 24" STEEL � I II /e.1m - � 0 CULVERT O I ro -_ - 00 -J � Li - -- - - 10• UE N O 61 p4cn INTERSECTION GRADING . / > ( L 1CULVERT DETAIL Z A / �v D-�wi W;% f- / ow _ tv _ o O I I� O Ll --I--®-�c� _ •l _-,-^ �p ORPDtN N J • • 0 wq G _ _ --- ��� / _ - • �� INSTALL STD. C.O.B.` - � o L,U 1 O' PUE I i i IN CTION GRADING INSTALL STD. C.O.B.STREET SIGN N�/ �p I • STREET SIGN ) INTERSECTION GRADI�GA I I / 1 00 C VERT DETAIL I3 CULVERT TI i • / M REMOVE STD DEADEND r w � D-2 1 TRAIL TIE-IN I I w I N BARRICADE h RESET AT r ! D TAI at - 0 M -90+00+/-w GRAF ST. 4 J �i RESET DEADEND I I - I 0 I o BARRICADE FROM �I I V) STA 13+76 (END PH 1) �- a • w • J SEE DETAIL: 3 ZI a I z L < � 0 D— o a N z SCALES: � i a , _ LOT 139 w u O I o OPEN SPACE �., 50 • al o p_3 0 o - - ,1 ------ - - -- - -. —_- � G l_Ilfi' STFE-J-'ET000 a w Y a 1 o n 1773% - rc w o u a ma N + m - d u u — m z a Q FINISH GRADE 0% z 0 w 1.9 N O Q n E (STING CHAD _ II 4985 O 1n Q w t.2 % N t w N Z � o a w w + of F- v O ' a 4975 - ---- -- - -- - - Z Q w W N n I- N d N \ Un w 4970 w ._.— - _ - U 0Of 0 y Z CL m o Q Z o z 0 Q rn w Z w m 4965 w z (n 0 a ua z z az cwi PROJECT No. U _Z V _ -- -- -- 2336 015 040.031C j4960 w .. __ -._-__ - - - v m o N O�tMYp] .mIOdOa�mnd mOdI 0nmd tnOd0f wnd nOd�nnd nmd Mmd nOd�m mO Obm mS mO� mOi Nmm mm Mm mO+mmd mm m Of n� On�m NO�.o�p md O^m mM�m Mr rnm .-��O MO�Mm Odf 0n1j rOtIN� Ta SHEET T 1N:MB E:+R 7m u m m md m nO mq 00 7m O'dm m m m m� l m '.0 0 p H d d d d d d d d d d d d d d V d d d d `�y d a d d d d d d d d d' d `�d d d d d d d - • 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7-00 8+00 9+00 70+00 11+00 12+00 13+00 14+00 P- 1 �o �mz3 w LO 114 13 IT 112 Rd111 d • zJo 0 oc�i > - i0 oso - INSTALL STD. C.O.B. ��s STREET SIGN .10 _ LOT 108 = 'a3�v; PUE— J J: OPEN SPACE - • LOT 104 LOT 103 m _' w = 10' PILE J SAW CUT \, • / - m P N ti Vm G TERSECTION GRADING \ LOT 1 d7 • LOT 1 05 / 4 R7 DETAI D-1 LOT 115 LOT 116 LOT 117 LOT 118 cl� 11 LOT 9 \ ° ,o\ LOT 106 STD 5' _0 70 \ \ �.O.B_SIDEWALK OTY'S \ BEG. 51A. - E_NQ STA SIDE LINEAL FEET moo• i \ \ Noi m 00+34 - 09-1 r1 L 962 qoF / �J�j LOT 100 09+95 - 10+00 L 5 10+00 - 15+81 L. 596 G \ 00+00 - 10+00 R 940 OPEN SPACE \ „ 10+00 - 15+91 R 583 LOT 121 ` v U a W. TOTAI 3b�fi STA 9+82.51 RAIN 7 e f mN — -- - • ROPER DRIVE w STA 0+00 SILVER O w m N CLOUD CIRCLE / n a ysQ ,�Ox INTERSECTION GRADING 4 •'°""' — EASEMENI (— \ / _ 2 Sp. 3 1 CULVERT DETAIL • 1l 8' 30 OR AINAGE D-1 O d i _ < SCALES: � � � v�A ,>� o�` sy LOT 99 8 \ EXISTING V \1 RETENTION POND \ P LOT 122 -3 ❑� M+ �) �' ATERAIN ROPED 16 aa�I 5005 O a __ PVI STA = 7+47.99 5005 PVI ELEV 4988.09 F w A.D. = 0.545 a � � m a K w = 366.952 cxi a o a a 200.0 0' VC I = 5000 5000 _ ----- - -- - - --- -- -- - _ 0FINISH GRA E rn w cn a z rn a U) N H rn L'i z 4995 _ tO a _ __ °1 °1_ - 4995 _ O m m + a S 4990 4990 - - -- O V-) V w z12 > o _ w o 4985 --- --- - - - -- ---. _ 4985 CD > LD O w N N ckf a- I a O o (n � Cr o i 4980 0 m Z a 4980 -- --- ------- - -—— _- -- --- - - - z a0 EL U7 4975 _— -- --- - —� --- -- - - 4975 - -- _ L'J C) 4970 i Z z N Q - --_ Vn m �~ PROJECT N0. 4965 w _ - _ _ _ 4965 _ _ - .336.015.040.0310 COan)M,msO MOO.t))prnai NOd)a �*aa aOsi h+a Na Osi (aO is0 "'OsDi Na s �a ��a da O,aa ams iNs �ta0 � SHET N UMBER ^0 C1 O In O OD 0 000 a r N N 13 b a _ 00 00 ME Rm m rnrn mO 00 O DRAWING N O) 10 rn rn �a da d n — 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 /1 woo _ f1F TFNTION.P-OdIl � am�z • DETENTIO POND • • oz OPEN SPACE o LOT 96LOT 95 INTERSECTION GRji,CUVERTDETAIL 1INSTALL STD. C.O.BSTREET SIGN� LOT 97 z - LOT 100 • LOT 98 / I INTERSECTION GRADING J \CULVERT DETAIL LOT 99 STA 79 RAIN ROPER o ROPERR DRIVE _ STA 02+65.69 a �GRAF STREET Y \ \ / LOT 125 LOT 126 0 QJ� \ N n �OwZ m LOT 124 • _- --- �p LOT 123 / 2p' DRAINAGE EASEMENT / STA 9+82.51 RAIN / �- • +�`, U w � ROPER DRIVE _ / / OPEN SPACES l STA 0+00 SILVER • / _ 00% CLOUD CIRCLE / STD 5, SIDEWALK OTY'S _ LOT 127 BEG STA - END STA. SIDE LINEAL FEET rJQ Qy d0 / / 10+00 - 15+81 L 596 0¢ � t dam, 10+00 - 15+91 R 583 / Z� �y� O0d • / / TOTAL TTf &g LOT 122 'd b6- / p EXISTING RETENTION POND • — 1 - �� RAIN ROPER DRIVE 5005 � Y 3 o U OC r. a JD a r a F a 0 iv �rn m Q a a s N Z II II i Q W w > 4995 LAJ O 4995 -- --- - ---- --- --- - i --- - - - -- .. - - - Q m w > a S Ed a N a- rn O1 � a990 4990 dO STA 10+ 3.51 coN IN TAL ,F i P IE ®CL=498 .79 II II Z > FINIS GRADE — w .z 4985 _.4985 - m > a 7) O Lj CY 0 — — — — — — 0 2. 12 o STA 15+7 k_2.0009' 4980 --- - - - CD O Z o --- -- ---- ---- - IE 'f>k O 4977. 5 Z < 0- 4975 ..,, -. ._- - - - - L,J — Z Q Z Q n 4970 � U \1 o Oe PROJECT NO. a w 49 Z 65 4965 �. - -.__ -- — _ - ____-___�_ _ _- 2336.015.040.0310 n _ a N N i!1 N SHEET NUMBER N N N rD ^N V r''7 C4 N N N 00 O O O1 O m O m m 01 m O, DRAWING NUMBER ) 10+00 i 11+00 12+C 13+00 14+00 15+00 16+00 mo p_2 I LOT 107 OPEN SPACE LOT 136 LOT 140 • 1 I • HT �N LOT 121 I LOT 106 Q O LOT 105 LOT 104 INTERSECTION GRADING o Z I / l CULVERT DETAIL I LOT 139 • LOT 1 35 P� m 6 c D-1 • CUL-DE-SAC GRADING I STA D+00 ROCKING CUL-DE-SAC GRADING BEAR CIRCLE _ / 4 CULVERT DETAIL �7 +13.10 INSTALL STD. C.O.B. ( L \CULVERT DETAIL STA 1 STREET \D-2 15'r STREET SIGN D-2 GRAF STREET I I LOT 103 1" s: LOT 138 LOT 137 / o LOT 122 - 1"_=50'" J � - - - --- \ 1 V I LOT 134 STA 0+00 S I LVER] _ — — \ INSTALL STD. C.0.6. o CLOUD CIRCLE rU +� STREET SIGN _ a STA +82.51AIN ROPER DRIVE o —+ — — _ /L\ / gNgf N VER CLOUD _ 15'r CIRCLE 10 — __ _ q roT _ I _ __ 0 20' DRAINAGE EASEMENT I 15r SQ5 LOT 102 C 0 B. SIDEWALK OTY'S LOT 123 LOT 99 LOT 100 SILVER G OILD CIRCLE I LOT 85 �o ^ _ow @E-c STA. - END STA. �D.E LINEAL FEET 00+12 - 03+39 LTOTAL 7T T ` ROCKgN. / LOT 133 • w�� �m LOT 101 �a �Ftil� 15'r LOT 132 Im I 1 �� INTERSECTION GRADING m A m STD 5, 11 ( 2 \CULVERT DETAIL w" " -Zi I C 0 B SIDEWALK OTY'S LOT 124 I ROCKING D-1 BEAR CIRCLE LOT 86 LO1 98 BFc. S1A. - END STA. L LINEAL FEET LOT 131 • Q OPEN SPACE 00+33 - 03+66 358 c 00+12 - 03+66 R 407 M \ TOTAL 765 OPEN SPACE pa — 1 EON POND \ p— - �❑ -- ❑ ,SILVER CL® III CIRCLE R0 CKIlVC �P AR CIRCLE 5010 --— - - 5020 _ - - 5g20- Q `,005 __ 5005 5015 -... m a N z F- z 5010 W O 5000 -- 5 0 - - - - 50t0 - -+-- - v Q W U a0 5005 5005 Z U 4995 4995 _ - _ - - - 10 p — N Q d � V) F- m II II Oi Ni + rn a N > w o m r e N ri Q z Lj 4 90 W N d 4990 _-_ - 5000 11 m _. CT] > Y w- - EXISTIN II II N �. n u � U a GROUND C J w O w a a N V) $f — _ GRAD FINISHED - o_ > _ ___ _ 4985 ._ 4995 0 FINISH —EXISTING u a _ 4995 Z p Q N 4985 0.583% GRADE Fy a p — — — 2.DOOY, I N U — — _ 4980 _ ._-_- - -.- _ 4990 _. 4990 w 49 0 W 3 o U .) Z N Q z m a a 4975_. 4985 ._ _._ _4985_ 4975 -/ - o / o p `^l PROJECT NO. x Z 4970 4980 %Z _ _ - `� 4980 2336.015.040.0310 / 4970LID _-- --- - _. N o (O Q V f`0 7 a (O m O1� M (O (� a0 M c0 ^ Ol a !O rn 1(T h SHEET NUMBER n W a0� aOd �d W 00� OON t7a D, Nrn Nrn 0) �m rn IS p)rn 01 01 m 01rn m O> m 01 N ol oo V 00 all m 0, Ol l �pl �p1 V "t d y d< d< d d d d d a d d DRAWING NUMBER / d d d d d d d - -- P-4 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 ♦ I z 1 P m o a • . Q � r TT ♦ I } (/ r / O 1 • 1 } I i g 1 • u� •. • - ♦. • � o ///♦ I V,pO w m t • / tt • , I wNNa N 1 w� � LOT 1 /1 1 OFF-99.50 • -71 ` Q 1 139 J } FF-99.00 LOT 84 h � D-2 Ij I O O O O O O z0 Q _2 z 0 UD m N Z Q Q � J m Q IL vi d Ln Q NOTES TO ARCHrrECT_AND BUILDER: z 1. NOTED MINIMUM FINISHED FLOOR (FF) ELEVATIONS ARE INTENDED TO ILLUSTRATE Z O Of COVENANT COMPLIANCE AND TO SERVE AS A GUIDE FOR GENERAL DRAINAGE PURPOSES GRAPHIC SCALE ONLY. PLAN GRADING ASSUMES FINISHED GRADE TO BE 1.5 FEET LOWER THAN NOTED 0 120 w FINISHED FLOOR ELEVATIONS. al 2. THIS PLAN DOES NOT INCORPORATE SPECIFIC BUILDING LAYOUTS, FOUNDATION (n DESIGN OR ANALYSIS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT AND/OR ( IN FEET) BUILDER TO UTILIZE THESE MINIMUM ELEVATIONS TOWARD FINAL BUILDING LAYOUT AND Lil I inch 60 tt. FOUNDATION DESIGN. FINAL POSITION OF LOT ACCESS TO BE DETERMINED DURING U PRIOR TO REDUCTION) SITE PLAN REVIEW By CITY PLANNING AND BUILDING DEPARTMENTS. Z Q Z � Q Z w FINISHED GRADE CONTOUR INTERVAL : 1L T F 1 mo- r A La vera g '.ol,F,e a85s.7T 33 on (Z) 6-INCH DIA Cic Vplume 4643.42 ft -iDPE OUFTI'PIPE Perimeter 438.02 ft 2 I �07, B R lm Elevation 4970 ft Zo S=O: ottom'Elevation: 4975.9 D— ft, Z ouu �( 64 - AEIENTLON POND if33y": �,� I. a _— - _- - - - • r w LOT 10 ,III \ FF-ea.00 I' p m LC I • I� 0 FF � L I I �, I I�l I OT 94 \ f 'I LOT 0 95 1 j LOT 96 I I m � o 11 I,I II'i FF-RzsO , o i R I G / I✓ y I 1 • / 1 71 LOT -- I D-1 - 2 4 / / w. D-2 OT 93 s LOT 104 r FF-84.50 � / � � • � I . � IL 4 L • ♦ • • � FF 86.50� �\ Ff- 77.06 • V4 • �\ r �.`, LOT 9 r \ LOT 1281 \ aeDD n • I,, _ _ • / /, ST)RETENTION POND [FF=98 Uc F - ",,P 9 • I I m Q z ♦ �� N Q • 4 i r 7 I 1 ( / t , \ c I a_ OT 101 —OT z 12 FF-93.00 •r ' r I Q 1 (n m N Z 0 N Q m Q d � � w NOTES TO_ARCHfTECT AND BUILDER: to i z 4 1. NOTED MINIMUM FINISHED FLOOR (FF) ELEVATIONS ARE INTENDED TO ILLUSTRATE C3 Q Of GRAPHIC SCALE COVENANT COMPLIANCE AND TO SERVE AS A GUIDE FOR GENERAL DRAINAGE PURPOSES p ONLY. PLAN GRADING ASSUMES FINISHED GRADE TO BE 1_5 FEET LOWER THAN NOTED z Z im FINISHED FLOOR ELEVATIONS. Cif 2. THIS PLAN DOES NOT INCORPORATE SPECIFIC BUILDING LAYOUTS, FOUNDATION (n ( IN FEET I DESIGN OR ANALYSIS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT AND/OR I inch = 60 tt. BUILDER TO UTILIZE THESE MINIMUM ELEVATIONS TOWARD FINAL BUILDING LAYOUT AND L'i FOUNDATION DESIGN. FINAL POSITION OF LOT ACCESS TO BE DETERMINED DURING C> (PRIOR TO REDUCTION) S1TE PIAN REVIEW BY CITY PLANNING AND BUILDING DEPARTMENTS. z Q Z F INISHED GRADE17-4 CONTOUR INTERVAL: 1L i �� � p (n 0 SHEET NUMBER 17 DRAWING NUMBER 7 d� V (497732 A.B.) (4978 46 A.B.) m - ---�(7.zz7T A.B) — INS _. _ .. - N � \ s (4982 43 n INVs497763(A. )�1\ � � 9SS� I N`v N-_ X - (4978.91 A.B.) /_ _ I (499133 A.B.) `DO���JU.� SIJRM_b1H � +' .13 :.496Q�6 B (4991.18 A.B) ;� \ ' - INV �,N- / g0 (4991.62 A.B.) �4971 NV C.I 1 }}-trL!" — NV N—984.05"" g4=�,- - J� (4984.05 A.By e,� - J %000HGI_j-�L IlJRM g3Y(g3B. �\ / INV r (4992.13 A.B. (HIM 498591 A.B.) 4979�+8 ( ) l I E 9 (49B3,87 A.B :4979.53 AA 1 - �' ; / /. %: s1=•+f-' (4982.87 A.B.) ie7io r25� V - F --ILVF r � - IF,_ s aEL: 1�. C,. - 7 P 4 M \ NEW _IJ�VER1 _ --- INV OU (4996.44 A-B.) f1 U _ NEW C:;LVERT d C� NV IN-4287 7 [- Y I N I 4997.05 A.B- I II ■� ,w> mot j �l I X ------ -- — — ♦23.5',.titl STn 23 '66 PE— [ A A \ x � INV OUT=4998 U7 s 9, D a C o l= 0 QG' PEACE PIPE DR -_ oN — r INV IN=4998.74 J _ — — — — — nn. L RI"00GHGUSE SRM MH U C s v [ \� F' I SCALE 1" u c 0 a a i n '� PEACE PI -- DR . FAIN ROPER mom Jai _ � NZWD �O JW OU 00 jz Ip�O �Z �I i y s8o < (4975.92 A.B.) -.a IT a,(0,6727,AH)\ F / v +- .01 i (4987.77 A-B-) y _ z '%(4 8' A.B.) W O a, IN (4988. A. C/) N RIM=4982.40-(A.B.) Q Lj Q I yytyl+-4-"(4980.36'A-B-) - - I (4979.36 A.B.) I m Z - H U W Z W Q- \ \ (n LJ N ��\\ \• \ (e PROJECT NO. // --- - --- 2336.015.040.0310 �t SHEET NUMBER 9 DRAWING NUMBER -_ -_ 1.F _ - - p_2 w YQmUZ ZOO I Q v GRASS SWALE DETAIL m I. E-2 SCALE N.T.S. qR` f I I a.F .4N .JnRSE GRAB AV JYLL IN 5R APP' l rJ. D-3 aD GRASS SWALE DETAIL a E-1 SCALE N.T.S. VI 1�TYPICAL HYDRANT LEAD DETAIL SCALE N.T.S. - W - --- s - � o I - - { h--: N ,Ili[! __. o 0 1 6� TYPICAL INTERIOR STREET SECTION 4 Q SCALE N.T.S. --- - -- — - — m Z a w z 0 ATYPICAL INTERIOR STREET SECTION a SCALE N.T.S. S D w �z1 WATER MAIN INSULATION DETAIL z S-1 SCALE N.T.S. _. 0 J BERM OUTLET PROTECTION -_ CO LE MAT'L-(3"-6" DI > �p 1 OR APP'D EQUA)� ONDk DEPTH VARIES a.� QN SEE Q ' — MIN. DEPTH= 1/2 D � w (SEE PLAN) V D-3 ` o j p�10, 4 XZ. II - NON-WOVEN GEOTEXTILE N Q S SEPARATION FABRIC J AMOCO #4553 (OR APP'D w Uo I 0.5' _' EQUAL) N w LL SEDIMENT TRAP 1n �1 DETENTION POND OUTLET w 1 E-1 SCALE N.T.S.- _ - - -- -- U Z 1 Q :ULVERI Ai r p, Z W N NoiEn oN C/) m 45) PROJECT N0. 2336.015.040.031 SHEET NUMBER CUSTOM "DOGHOUSE" STORM MANHOLE 20 _CULVERT RIP—RAP DETAIL ASPHALT HEADER D-1 SCALE N.T.S. — DRAWING NUMBE SCALE N.T.S. P-1 SCALE N.T.S. D-3 OUTLET PROTECTION Z D- SCALE N.T.S. —Z m0" wl r 35' ROW -__ -_ o 0 v< �c #3 RE-BAR 6" C.. 34' EACH DIRECTION o 0 5' 29' ,,'{x 833N, , SIDEWALK W o, ��s a; 21' 5 DITCH BOTTOM 0 0 I 6 15.5' - - -- PIT RUN 14' I. DRIVEWAY CRUSHED _ 1.1 1 3" CRUSHED SIONE -- CRUSHED 12 2:1 GRAVEL DRIVING SURFACE BASE COURSE SUBGRADE 3:1 2z 2% BACK SLOPE .33:7 VARIES PIT RUN - _o 18" CMP w/F.E.S. SUBGRADE - u 0 n THICKENED SIDEWALK SECTION-TYP. SDWK/ASPHALT INTERFACE SCALE N.T.S. +- 20' CRUSHED GRAVEL ,I j r 1' i IF.E.S. I 18' ASPHALT� 1 F.E.S. wowim 26' 18" CMP z m � n DRIVEWAY CULVERT DETAIL K SCALE N.T.S. .2 STANDARD C.O.B. ��� DEADEND BARRICADE 74' DIAMETER a y > GRAVEL CULDESAC y 1 7' 1 2' - m / 7.5 a U rr o p o a o In Z m / 1 GRAF'S 4TH MATCH GRADE 2% (V a ADDITION MATCH 27 TO � ° ,BADE TRAIL _ a 3" ASPHALT c o oo' DIAMETER 75 4 TEMP CULDESAC GDE OF SIDEWALK \ 4'°CONCRETE SIDEWALK a 8.2 / . ° ° / Q J 3" 1 EASEMENT 3" GRAVEL BASE -1 2-INCH MINUS BAS a_ \ / Z EXISTING CUL(ERT / / / 18" OF 8--INCH MINUS PIT RUN In \ DITCH SECTION (TYP.) > 2 g 5 8.2 / p �� m N \ / � 8&HALT HEADER J 3 — - —� 1n W 4 1 SUBGRADE (,n o 1r1l.,; Tr,gIL-cr+nDE w Z - - - TRAIL TIE-IN DETAIL_ N U�2 SCALE N.T.S. m E_ D N CARTER WILLIAMS PARK CARTER WILLIAMS PARK LyJ O I I Z Q z a c2l Q o Z w 0 o (n m DETENTION POND ��� PROJECT N0. 2336.015.040.0310 N 2 TEMP CULDESAC DETAIL SHEET NUMBER -- 2, TE D-2 SCALE 1"-20 DRAWING NUMBER I -4