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HomeMy WebLinkAboutStoneridge Minor Subdivision No 1 CONSTRUCTION DRAWINGS € rn mz i��z�o � -- n FOR } w<oo�o�w & STONERIDGE M N O R SUBD S I O N N 0 . 10o �ogX ¢c�i�am a BAATERL 1N SEWER , WATER , & ROAD M PROVEM EN TS PROJECT AREA Abe [y 92 a oAK sr p Y m� �3 a h BOZEMAN, MONTANA Nam' s I DORSTON RD DURSTON RD i OCTOBER 1998 a = Nf5 WEST"N$T. _ WEST OAK STR Vicinity Map MONUMENT BOX w/ No Scale MAPLEWOOD STREET 2„ BC; E 1/4 SEC.2 U zK � a EL=4739.70 SHEET f 0 IW SHEET w S-2 o WARNING: HALF SIZE I I I DRAWINGS `G NOTE: o ALL SHEETS ON THIS SET OF PLANS HAVE CONSTRUCTION ACCESS IS PROHIBITED FROM Z BEEN REDUCED TO APPROXIMATELY HALF SIZE. FUTURE LOT N.19th AVE., USE N 22nd AVE., CHARLOTTE ST. ALL SCALES NOTED ON THESE SHEETS ARE �' LINES (TYP.) & DURSTON RD. FOR ACCESS. Z z APPROX. DOUBLE THE SCALE. O w cn w Q > Z RIFYTHESE�PRNTSCAL EDUCED L,.j Of 1/2 SIZE, LINE BELOW \ rZ 0 m Li.l MEASURES ONE INCH _ ON ORIGINAL DRAWING SHEET O w MODIFY SCALE ACCORDINGLY U) P-2 I 0 01 � S-4 ck� W-2 LOT 4 i Oz Li of Q SHEET NO. DRAWING NO. TITLE Of O Lli GENERAL SHEET Q N U G-1 COVER SHEET v° \ � P-1 - 0 O G-2 MISCELLANEOUS LEGEND AND NOTES - LOT Ze LGI 2 O S-I MOMORRISIN� 0 W m G-3 STANDARD ABBREVIATIONS & NOTES V W-1 WALf Y AM ANLE GRAPHIC SCALELLJ 3 SANITARY SEWER. WATER & ROAD IMPROVEMENTS ' 'g � O 0-1 DETAIL SHEET 0-2 DETAIL. SHEET ~ ( IN PEEP) � 6 P-1 ROAD IMPROVEMENTS - STONERIDGE DR LOT I I Iinch 200 ft. P-2 ROAD IMPROVEMENTS - CHARLOTTE ST & NORTH 22ND AVE , e E-1 SITE GRADING PLAN JI E-2 DITCH RELOCATION _ I ,�,o..,� PROJECT N0. I D S-1 SEWER IMPROVEMENTS - STONERIDGE DR. �UR�• - - SET NUMBER 2W5.007 010 OJ10 LiII S-2 SEWER IMPROVEMENTS - MAPLEWOOD ST. SHEET NUMBER 12 S-3 SEWER IMPROVEMENTS - MAPLEWOOD ST (CONY) > 1 9 �p� ...p-t!•►1 t3 S-4 SEWER IMPROVEMENTS - CHARLOTTE ST. & NORTH 22ND AVE Q '� O/O.OM 1 4 W-1 WATER IMPROVEMENTS - STONERIDGE DR. NW BOLT ON HYDRANT ___ DRAWING NUMBER 15 W-2 WATER IMPROVEMENTS - CHARLOTTE ST & NORTH 22ND AVE. EL "5 N _ z = G -�1 RELDRD DRAW/A16- MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS �aNg�F_- CCNERAL PIPLNC NOTE c L95NE11LLINL SINGLE 1.IN' OI — :7.)NO;RF tf - - BOUNDARY AND/OR PROPERTY LINE i. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION EXISTING PIPE(SCREENED) GATT POINTS.MINIMUM COVER SHALL BE 6'-0'UNLESS OTHERWWSE NEW PIPE — — KNIFE GATE *—•- FENCE LINE SHOWN er rc - _ EXISTING PIPE TO BE ABANDONEC —_f-- BUTTERFLY I'MlI r9 nrN - — EASEMENT LINE 2,SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND - - EXISTING PIPE TO BE REMOVED - -- GLOBE 0 - - TO ADJACENT STRAIGHT RUN OF PIPE.UNLESS OTHERWISE FF-- - J i=2 0 INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE L—�� WELDED JOINT - yIN BALL I1 SECTION LINE OR DLC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. e--{I-� --aBa-- VEE-BALL >_ F obi vi w w L-(-_D �— GROOVED END JOINT- FLEXIBLE Z < J� LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS _ SEAT PORT PLUMBING FIXTURE INDEN TIFCATION 0 CMII SECTION - CENTERLINE (9) SHOWN IS ONLY APPROXIMATE FINAL SUPPORT REQUIREMENTS '1 0 g n m a w SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE GROOVED END JOINT -RIGID —7JF— ECCENTRIC PLUG W/REQUIRED B1 BURIED TELEPHONE SEAT LOCATION - ENGINEER PRIOR TO INSIALLATICN. MAXIMUM SPACING SHALL -�"� p FLANGED JOINT -�..�— PLUG OR COCK BE AS SPECIFIED. `_�---° OF METAL STUD WALL PLAN - — — — ROAD (EDGE OF EXISTING PAVEMENT) - - -- --- 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED � FULL PORT PLUG EEW DRINKING FOUNTAIN MECHANICAL JOINT EMERGENCY EYE WASH EXISTING CULVERT l.O��A E h SPIGOT JOINT DIAPHRAGM �r II I —IbF— +r 4 WHEREVER PIPING PASSES FROM A STRUCTURE 10 BACKFltI. NEEDLE KSK KITCHEN SINK LAY LAVATORY --( HUB SH SHOWER 5 ALL ON)FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL (RUBBER GASKET PUSH- --C93. PINCH SK SINK STUD WALL PLAN HORIZON iAL/VERTiCAt CONTROL POINT BE PROVIDED WITH THRUST TIES.BLOCKS.OR ANCHORS.UNLESS [�-�p.J�}p �� BALL JOINT OTHERWISE NOTED THRUST PROTECTION SHALL BE ADEQUATE FOR SWING CHECK SSN SAFETY SHOWER AL CONTROL POINT TEST PRESSURES SPECIFIED. SERVICE SINK FIANCE COUPLING ADAPTER DOUBLE DISK CHECK 6. SYMBOLS.LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN - EXAMPLE WATER CLOSET F— BALL CHECK WH WATER HEALER _ rrr4� �- MASONRY VENEER + COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER FLEXIBLE COUPLING r� E HOSE VALVE WS WASH SIA71ON ---- APPLICABLE, ALL OF THE VARIOUS APPLICATIONS ARE NOT UR URINAL FIXTURE LEGEND- I BORING LOCATION AND NUMBER. SEE NECESSARILY USED IN THE PROJECT -.- .-� FLEXIBLE COUPLING WITH —� NON FREEZE HOSE VALVE YC VANITY CABINET NO W SPEOHCA00N5 B 1 SPECS FOR BORING LOGS. THRUST TIES X=NO.IN SPECS 32+00 Z_THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. STEEL BELLOWS I NON FREEZE HOSE VALVE WITH HOSE RACK rn GYPSUM WALL BOARD SURVEY HUB AND TACK WITH STATION ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT �$UU�--F EXPANSION JOINT X=NO.IN SPECS - WELDED,GROOVED END OR SCREWED PIPING, SHALL BE $AMPLE VALVE ACTUATOR SYMBOLS w a PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION ELASTOMER BELLOWS O U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND E `�' EXPANSION JOINT ® MUD '^ FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS.RIGID INSULATION SBM-2 BENCHMARK LOCATION AND NUMBER OR OI ELBOW UP PRESSURE RELIEF P PNEUMATIC w/P OSITIONER & -- ------ EASEMENT CORNER REBAR B. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE Q AIR AND/OR VACUUM RELEASE POINT OF INTERSECTION, SET 5 8% Is- RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED WHERE A � C= ELBOW DOWN P PNEUMATIC w I FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE REGULATED SIDE /SOLENOID REBAR W/L-S. CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR p�--�Q-�-��� BATT INSULATION AP-3 PIEZOMETER LOCATION AND NUMBER `-m �- �UP --*%�- PRESSURE CONTROL � a 9 VALVE BOXES REQUIRED FOR ALL VALVES INA BURIED SERVICE. ELECTRIC-�_ TEE DOWN —iQE— MULTI-PORT VALVE CS € X 1000 EXISTING GRADE I (BALL VALVE SHOWN FOR OTHER VALVE A 10,NUMBER AND LOCATION AL UNIONS SHOWN ON DRAWINGS ARE ONLY YPES,APPROPRIATE VALVE SYMBOL SHOWN.) rZ F -�-- - APPROXIMATE PROVIDE ALL UNIONS NECESSARY TO EALTLITAIE I- `ZQ-� _ � LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT PORTS ELECTRIC w/POSITIONER O PLYWOOD 01000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. L--�. -2 ®® ARE IMPLIED BY INDICATED FLOW PATTERN. 42.6 ELEVATION ORIGINnI GROUND tt, THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR --ar- LATERAL DOWN SOLENOID 4 HYDRAULIC �X v THE COORDINATING AND PERFORMING THE CONNECTION D THE 'T' �r or PIPING AND ASSOCIATED APPURTENANCES INSTALLEDFACILITIES UNDER THIS b CONCENTRIC REDUCER �F STEEL EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND TO THE WORK OF OTHER CONTRACTORS,AS NOTED MISCELLANEOUS PIPING SYMBOLS T MANUAL • 12" EXISTING TREE W/APPROX. TRUNK DIAMETER —�I ECCENTRIC REDUCER 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE ��. STRAINER O WOOD.ROUGH CONTINUOUS O BUSH THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCT(JRE, C 7 —I— UNION �— SIGHT GLASS (-.] SOLENOID O o THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR �.n,� FLEXIBLE ELASTOMER PIPE CONNECTION STRUCTURE TO VERIFY ITS EXACT LOCATION SIZE,MATERIALS. NEW TREE AS SPECIFIED AND INVERT ELEVATIONS. —11 BLIND FLANGE ( ) GAUGE WITH COCK PLUG �J WOOD. ROUGH NON-CONTINUOUS a va SIGN, ONE POST OR TWO POST r CAP fOl THERMOMETER m EXISTING MANHOLE PIPING DESIGNATION ANCHOR R ER L W000, FINISHED ® NEW MANHOLE EXAMPLE H} ELBOW 90 DECREE O n J--i GALVANIALVANI C ANODE PIPE AND FITTING END PATTERNS LJI �J EXISTING UTILITY OR B BELL OR TELEPHONE POLE XX� AIR SET S SPIGOT 16` RW CROSS %X= SUPPLY PRESSURE - PSIG 7, NEW UTILITY OR TELEPHONE POLE PIPE USE FLOW STREAM IDENTIFICATION LEGEND,ON t F FLANGE Y3I{{ GROUND SURFACE �--g p$ TYPICAL INSTRUMENT SYMBOL ; DWG.G-J. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. - TFE 762 (SEE I h C LEGEND) PE PLAIN END W - `DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER GE GROOVED END a m m m ACOUSTICAL TILE � � _ � �CREEK/RIVER W/DIRECTION OF FLOW ELBOW 46 OE(XiEE - -�J WATER BLOW OFF VALVE MI) MECHANICAL JOINT � p � o VALVE DESIGNATIONS - FIRE HYDRANT PO PUSH-ON ARCHITECTURAL LEGEND o ` loon EXISTING CONTOUR � _ LATERAL �� CATHODIC PROTECTION TEST STATION m ACTIVE .�\ �� I TR VALVES; OR ��---------11— 1000 NEW CONTOUR XCV DESIGNATION —a CATHODIC PROTECTION ANODE V F ALL ALVES AS MJ PE INACTIVE SHOWN ON P&IDS, F11 TER EXAMPLEL INDICATES PAIR CIF DOORS E%ISTING STRUCTURE TO BE REMOVED • w =FLOW DIRECTION %'PROCESS VARIABLE IiO.IES: GATE SYMBOLS O U) 1 ONLY FLANGED FIT NGS CONNECTIONS OTHER ARE SHOWN HERE FOR DOUBLE W VALVE SYMBOL LINE F1I TINCS, FITTINGS WI1H OTHER ENO PATTERNS ARE SHOWN z � O DOOR NUMBER EXISTING STRUCTURE • SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING SPECIFICATIONS. Ft VIEW PLAN HEY( MANUAL VALVES' N O �A�--� 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC MISCELLANEOUS MECHANICAL/ O W z e WINDOW TYPE EXISTING A.C. PAVEMENT `' ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END LI 0 SLUICE _ u DWG. NO. WINDOW CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. PLUMBING SYMBOLS � Q ELEV. OCCURS ON 8"-V400 NEW A.C. PAVEMENT • 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR I" O BUTTERFLY �_ 0 Q Q 1 33 ROOM NUMBER SIZE OF VALVE SCREENED AND IS NOTED AS LINED. EXISTING. NEW PIPING AND 1 PRESSURE SWITCH VALVE DESIGNATION EQUIPMENT I$SHOWN HEAVY LINED. O NOTE INDICATOR GRAVEL SURFACE VALVE TYPE. SEE 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL Ir'1,l � HOSE RACK SPECIFICATIONS DRAWINGS. (y FLAP T� (TYPE AS INDICATED) O LLJ O CONCRETE WALK [�7 SHEAR SAFETY SHOWER AND EYEWASH O LL1 sSH-X � 1r ACCESS HATCH X = NO. IN SPECIFICATIONS O z -) -' INDICATE HINGE SIDE: SIDE WHERE LINES LIMITS OF TOPSOIL AND SEEDING• GENERAL NOTES: III c FABRICATED SLIDE % = F - FLOOR CLEANOLli z Q � MEET (RIGHT SIDE ON SYMBOL) W ^^%�CU D - DECK CLEANOT I, STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN LS l� W - WALL CLEANOUT 3:1 I I_ EXISTING EMBANKMENT. STANDARD LEGEND SHEETS THEREFORE, SOME SYMBOLS V - VENT CLEANOUT SLOPE AS NOTED • OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS Q N O WALL FIRE EXTINGUISHER MAY NOT BE SHOWN ON THE PLANS. LLJ %' = NUMBER IN SPECS W FEXT-"X" 3.1 TTl NEW EMBANKMENT OR CUT SLOPE. GENERAL DESIGN DESIGNATIONS HD-XY HUB DRAIN C) 3 O z SLOPE AS NOTED • O X - NO. IN SPECS 0 m Q Y - P WITH PRIMED TRAP _J SECTION (LETTER) OR ON DRAWING WHERE SECTION � J X:X HORIZONTAL DISTANCE VERTICAL DISTANCE DETAIL (NUMERAL) �\ DR DETAIL IS TAKEN: DESIGNATION T" 1 DRAWING NUMBER FD-XY FLOOR DRAIN LLJ OW LLJ =RIPRAP wX_XC, WHERE SHOWN % NO. IN SPECS O Y _ P WITH PRIMED TRAP O V) ON DRAWING WHERE SECTION OD-% I- OVERFLOW GRAIN OR DETAIL IS SHOWN: O DRAWING NUMBER S % = NO. IN SPECS 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY, DRAWING NUMBER WHERE TAKEN (OR SAME DRAWING) ^D-% ROOF DRAIN - 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE DETAIL AND SECTION DESI NATION `J X = NO, IN SPECS NOTED AS'EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- URES ARE SHOWN IN HEAVY LINE WEIGHTS X - NO. IN SPECS 2605.007 010 0310 ) O Y - P WITH PRIMED TRAP SHEET NUMBER STANDARD DETAIL NUMBER X%XXX STANDARD DETAIL DESIGNATION SEE DRAWING 0-1 THRU D-33 2 AT END OF DRAWINGS DRAWING NUMBER • — STANDARD DETAIL D SIGNATION — 2 fFN.4O DNG RECORD DR.iPonV6 N 2 � �� ABBREVIATIONS GENERAL NOTES 0)W e F AB ANCHOR BOLT FB FLAT BAR, FACE BRICK I. All construction work on this project shall be completed in ARDN ABANDON FC FLEXIBLE COUPLING PL PLATE, PROPERTY ONE � �a�Cri�z o ABV ABOVE PLYWD PI accordance with Montana Public Works Standard FCA FLANGE COUPLING ADAPTER } ' q w AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PMP PLANT M o<ONITORING PANEL Specifications, Fourth Edition, January, 1996 with O_ s� N ADDL ADDITIONAL FDN FOUNDATION PNL PANEL May, 1997 C.O.B. Modifications to MPW and Addendum NOA O ADJ ADJACENT, ADJUST PRCST PRECAST U '-^o s a ffi'a w FES FLARED END SECTION to C.O.B. Modifications dated February, 1998 and these PREFAB PRF FABRICATED ,�, ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PREFABRICA Contract Documents. g A o i z i o AFF ABOVE FINISHED FLOOR F. E%T FIRE EXTINGUISHER PREP PREPARE, PREPARATION 2 The Contractor shall restore all roadway surfaces to equal, AHR ANCHOR FF FINISHED FLOOR ALUM ALUMINUM FG FINISH GRADE. PROPERTY a PROP PROP or better condition than existed prior to excavation and Alf ALTERNATE FHYD FIRE HYDRANT PRV PRESSURE REDUCING VALVE determined by Owner and the Engineer ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PS PRESSURE SWITCH, PIPE SUPPORT 3. The location, depth and size of existing utilities shown on PT POINT, POINT OF TANGENCY n APPROx APPROXIMATE FLEX FLE%IBLE these plans is approximate. The Contractor shall verify the PVC POLYVINYL CHLORIDE APVD APPROVED FLG FLANGE PyMi PAVEMENT existence, location, depth and size of the utilities prior d ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE y p to construction. The Contractor shall be sole) responsible ASPH ASPHALT FIN. FINISH RAD RADIUS AVG AVERAGE FLR FLOOR RC REINFORCED CONCRETE for any damage to the existing facilities due to failure to E 0 AT FOC FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE locate or properly provide proper protection when location is BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RD ROAD. ROOF DRAIN known. o w B BUTTERFLY VALVE FSTL FABRICATED STEEL 4. A list of representatives to contact for information BETW RDCR REDUCER E1W BETWEEN FT FOOT, FEET REBAR REINFORCEMENT BAR regarding facilities is as follows: BF BOTTOM FACE FIG FOOTING, FITTING REF REFERENCE REINF REINFORCE GAUGE Montana One Call System Dispatcher 1-800-424-5555 BLK BLOCK GA GAGE. G w N v+ BLDG BUILDING F TO F FACE T FACE RELOC RELOCATE, RELOCATION Montana Power Co. Chuck Busta 582-4612 9 BLW BELOW GAL GALLON REOD REQUIRED TCI Cablevision Scott Riis 586-2089 R5T REINFORCING STEEL US Wes Phil Westiall 585-2350 BM BEAM, BENCHMARK GALV GALVANIZED t o BO1 BOTTOM GALVS GALVANIZED STEEL. R/W RIGHT-OF-WAY (including Fiber Optics) BRG BEARING GND GROUND SAN SANITARY BRKT BRACKET GRTG GRATING SCHED SCHEDULE 5. All asphalt, concrete curbs and sidewalks shall be saw cut4 CHAN CHANNEL. GSKT GASKET SOWK SIDEWALK or neat cut by method approved by the Engineer. U y €C CHECK GSP GALVANIZED STEEL PIPE SHT SHEET 6. Maintain 11' horizontal and 18" vertical separation between CIMJ CAST-IRON PIPE MECHANICAL JOINT GINB GYPSUM WALLBOARD 51M SIMILAR Z p Cl SECT SECTION CAST IRON G GRAVEL water mains and all sanitary sewer mains. •' W O OF CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE 7. All valves shall be installed with thrust blocking, and 9w CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SP SPACE, SPACED CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION valve boxes in accordance with C.O.B. modifications and detail 2718-1 t dea . CJ CONSTRUCTION JOINT. CONTROL JOINT HOW HARDWARE SPC SPACING C.O.B. � o CL CENTER LINE HDR HEADER SPRT SUPPORT 8. All fire hydrants shall be installed in accordance with CLDI CEMENT LINED DUCTILE IRON HK HOOK Sa SQUARE C.O.B. details 2718-3 and 2718-4. CLG CEILING HM HOLLOW METAL 50 FT SQUARE FOOT 1�1 CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO IN SQUARE IN 9. All fittings including bends greater than 11-1/4 degrees, O K CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL tees and plugs shall be thrust blocked in conformance with CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR SS SANITARY SEWER .C.O.B. modifications and MPW detail 2713-1. rC CO 'CYANOUT HT HEIGHT, HEAT TRACE STA STATION IT COB C OF BOZEMAN HV HOSE VALVE SIT) STANDARD 10. Datum used is the City of Bozeman datum. Conversion to COI. COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER Standard USGS Datum=C.O.B. +15.44 8 COMB COMBINATION HWY HIGHWAY STL STEEL 11. Sewer service stubs shall be 4" and be installed 15' upstream from _ STRUCT STRUCTURE downstream property line and extend 6' into lot. See C.O.B. R CONIC CONCRETE O CONCENTRIC in INSIDE D SYM SYMMETRICAL n CONN CONNECT, CONNECTION ID INSIDE DIAMETER STD. DWG. NO 02729-1. �J CONSTR CONSTRUCTION IF INSIDE FACE T&B TOP AND BOTTOM CONI CONTINUE, CONTINUED. CONTINUOUS M. INCH T8 THRUST BLOCK 12. Water service stub shall be 1" and be installed at the center of the lot CONTR CONTRACTOR INFL INFLUENT TBC TOP BACK OF CURB and extend 5' into the lot. See C.O.B. STD. DWG. NO. 02719-1 COORD COORDINATE INSTL INSTALL, INSTALLATION TF TOP FACE CORR CORRUGATED INSTR INSTRUMENT TEMP TEMPORARY, TEMPERATURE CP CONTROL PANEL INSUL INSULATE THK THICK 13. The pipe grades shown ore calculated from actual distances s CPLG COUPLING INT INTERIOR THRU THROUGH between invert in and invert out to illustrate actual slope- m �' Measurement and payment shall bespecificationm m i C TO C CENTER TO CENTER INVERT T.O. OP OF o center o manhole) JB . a o CTR CENTER JUNCTION BOX TOC (Center of manholet t f TOP OF CONCRETE, TOP OF CURBo a CTSK COUNTERSINK JST JOIST TST TOP OF STEEL o b m o CU CUBIC JT JOINT TW TOP OF WALL 14_ The contractor shall place crushed stone base course, compacted CU FT CUBIC FEET L ANGLE TYP TYPICAL CU IN CUBIC INCH LOS POUNDS UBC UNIFORM BUILDING CODE to thickness specified, under al+ curb and gutter and sidewalk. CULV CULVERT LF LINEAR FEET UG UNDERGROUND 15, The contractor shall adjust all valve boxes, curb boxes, and O W CU YD CUBIC YARD LNTL LINTEL LILT ULTIMATE 1 D DRAIN UTIL UTILITY manholes to final grade upon completion of oil construction. Li LONG LONGITUDINAL al PENNY PENNY (NAIL SIZE) LP LOCAL PANEL V VALVE, VOLT Any boxes or manholes damaged or otherwise disturbed by the p,, O contractor, or any subcontractor shall be repaired at the D13A DEFORMED BAR ANCHOR LR LONG RADIUS VALVE BOX z Z z DBL DOUBLE EVL LEVEL VERT VERTICAL expense of the contractor. W OUT DETAIL LV VOL VOLUME OR LOUVER �y DI DUCTILE IRON, DRAIN INLET MAIL MATERIAL VRFY VERIFY 16. All water main shall be laid with a minimum of 6.5' cover from (n W Q `� DIA DIAMETER MAX MAXIMUM VTR VENT THROUGH ROOF finished grade or insulated with extruded polystyrene. All water MB MACHINE BOLT > z DIAC DIACONAL W WIDTH main shall be wrapped with polyethylene encasements. _� O (n DIM DIMENSION WD WOOD O'- Q MCC MOTOR CONTROL CENTER l� a- � Z DIMJ DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL W/ WITH M a z ON DOWN MFD MANUFACTURED WL WATERLINE O � O DIR DIRECTION W/o WITHOUT 17 Handicap sidewalk ramps shall be provided at all intersections and H MECHANICAL where directed by the engineer. p Q Ln DR DOOR MFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN Q OWC DRAWING MH MANHOLE WS WATERSTOP, WATER SURFACE 18- Sidewalk, 5' wide x 4" thick, shall be constructed along oil streets O 0 EA EACH MIN MINIMUM WS,TL WELDED STEEL, WROUGHT STEEL unless otherwise shown on the plans- The back of walk shall be 1' z W EF EACH FACE, EXHAUST FAN MISC MISCELLANEOUS WT WEIGHT inside the R.O.W. `� Of -' EL, ELEV ELEVATION MU MECHANICAL JOINT WTR WATER Z Q VALVE CID_ ELB ELBOW NIC N01 IN CONTRACT WV WATER WWF WIRE FPBRIC w W m WELDED ELEC ELECTRIC, ELECTRICAL NO NUMBER Q N., ENCL ENCLOSE NOM NOMINAL WWM WELDED WIRE MESH LL)CD C)EP EDGE OF PAVEMENT OC ON CENTER YU YARD Q ENGR ENGINEER NTS NOT TO SCALE XFMR TRANSFORMER �E01. EQUAL, EQUALLY OD OUTSIDE DIAMETER _NOTE, W W Q EQ Q EQUIP SP EQUALLY SPACED OF OUTSIDE FACE FOR ABBREVIATIONS NOT LISTED. SEE"ABBREVIATIONS FOR EQUIPMENT OHP OVERHEAD POWER USE ON DRAWINGS AND TExr, PUBLISHED BY THE Z LIT Z - EOUN EQUIrVALENT OPNG OPENING " EW EACH WAY P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) O Q .L EXC EXCAVATE PC POINT OF CURVE OR CONTACT THE ENGINEER. F U7 EXP EXHAUST PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EXP EXPANSION PE PLAIN ENO All ABBREVIATIONS ARE USED ON THE PLANS EXP JT EXPANSION JOINT PEN PENETRATION EXST EXISTING PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS PROJECT 0. EXT EXTENSION, EXTERIOR PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE 2605.007 O f FLANGE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE 010 NO NUMBER FAB FABRICATE PJF PREMOLDED JOINT FILLER 3 DRAWING NUMBER G , WOW DRA04ifG f 1�!, �n>�lOj�ff¢¢0oao��_F'#� 6p'R/W GROUND SURFACE 3i1' OU NWSWx 30 1 1.5' 62 6 15 7 o 1� 5.5' 5' 2'THICK SAND CUSHION sT} pyi, 5' 5.5' 2' i6.S' ` ► SIDEWALK 3"OF 1.5•MINUS CRUSHED BASE COURSE ����D^ a �� a SIDFWALY: i BOULEVARD - 3"- MOT PLANT MIX ASPHALT CONCRETE SUR ACE COURSE 2.�-aLj jj �_�•�•.��� �I�L-LS-!L�II o -- — THICK X 4' WIDE ,�. �! _ r o' �• o,b,4o oD; o,o o': .• t' { �;t, ' T M2-" EXTRUDED INSULATION ' .L: ..;d o P.0 6o b D ojd•o,o;.c o.o 0 0 0 0, •:o o �Ao.o o, o •:o 0 0 0 o'`T!o o eb;$o o••,o or I BOARD-B' LENGTH MIN Illgiii� .E O M `- i'To o•o' •:o o•^. 'o�' •'•o�' :'a0 •0•0°0: ,V°o:Too :'o ogi•:'o•o oo:'L000 aitl�']�::' •o,oq'_'o :•o'o _ _ _ c o �' •9 q� �°joI'(' q��,•- I=I-T�T I'��jI I- LI- (AASHTO SPEC • „•o ti oo•.. I41-I�.'•o '�{��.TT-r•�ET1�- �I. m- -J_LI�-�I` �-� ���T-TTIII-III I1=11-11=i,J.l II .. 1I`l� 1L L-I�IImL1-II� MIN -12 MAX STYRENE M230 ) - I-1 POLYSTYRENE -70 e V T- �11 II I'_I11 N W rnVt q 1.5'MINUS HINGE POINT FZ Z 1.5'MINUS HINGE POINT DEPTH OF 3'MIN IS SELECT BORROW VARIES 1 1.EDDwG (•` a MIN.DEPTH - 12. a OVER E%CAVATE TO NATM GRAVEL 0.5 z d) s DIRECTED BY ENGINEER WATER MAIN 8• 0 TYPICAL SECTION - N. 2 2 n d AVE. NOTE EXCAVATE ALL ROADS TD NATIVE GRAVEL D-1 (NO SCALE) Z ® WATER MAIN INSULATION DETAIL —' D-1 (NO SCALE) v 40' EASEMENT _ 15' SETBACK a Iw N L 25.5' w Fi•� 14.5' �L 11.5' r! NOT O li DEPTH OF PIT RUN MAY BE f p W I INCREASED BY THE PROFESSIONAL 14' I ENGINEER DURING CONSTRUCTION TO S' S.5' 1 I t2' GRVL DRIVE I PTHE ROVIDE CITY.MAINTENANCE AIN E SUPPORT FOR �2' 12' 12' - 2 (AS SITE CONDITIONSNREQUIRE)`ES J1 3'- HOT PLANT MIX ASPHAL CONCRETE SURFACE COURSE BOULEVARD SIDEWALK / 1.5'MINUS CRUSHED BASE COURSE- • I —b S a;tY LKt:.:• SLOPE TO MATiCH EX. GRND ' :o �•.;: .o...r.ou L' 0 4.'q o.'b F'Y' ql t� •:�o�oP:•o`D• •'o�•:ao :oo .00 000000SRof^•:, 1 ~ 1_�r1 11_I q.I TT1'o °>'I9'1 111�' IC1°II 0 •oI°o I•'o('-�II•I'-'oo°o:'�1i I o'600'l'noo-o:i oI•-d-1 4iri'l. LIJI-.o�lc l°To�L.ja 1 I I° 11 12.'MIN. DEPTH MINUS - 1. SELECT PITRUN MAYL W g i� 4 I � I m a LS'MINUS HINGE POINT 4 I �TYP SEWER LINE I m m < DEPTH OF 1'MINUS SELECT BORROW VARIES. I I $ $ o m o MIN DEPTH. 12' p CiEDGBY ENGINEERTM GRAVEL AS NOTE EXCAVATE ALL ROADS 10 NATIVE GRAVEL 0 TYPICAL SECTION - STONERIDGE DR. © SEWER MAINTENANCE o °-' ACCESS DRIVE D-1 (NO SCALE) z (SCALE. NTS) z z O .,_ L Fn w O 51 EASEMENT MATCH D_ I- _ EXISTING SURFACE m m W 25.5' fE 15' SETBACK D 0 _ cn 15' SETBACK z 6MN. -_ I J 1 1.5 14' I _ � -'I 3" ASPHALT z �S W ' Q 1- 5' 2• 12' 12' 2' 5.5' �� 5' w O W 5.5' 2.0' I• �� 3' - HOT PLANT MIX ASPHAL CONCRETE SURFACE COURSE BOUL� SIO;M'4K i W Q m SIDEWALK BOULEVARD g / OF 1.5'MINUS CRUSHED BASE COURSE _ `� 2' I 39b _LOX 2 Dx 1.0 T� �!!F.c'JA:;�• � o.r::p71�t:..'�'' u '^ • 'E••O;P: O•. O.O•. •ONO :'O•G OOR O OO°O�'OO S Ll_ > III—ICI —1�- a z Ln � � _ �—I� I1-�I1 f=1 I— =°s:: ..—�r I•• I—I I I J�=1 I I`I I �—�, -lih Ti T�llhlli IlF1--III— -1I ( ASPHALT THICKENED END DETAIL o j 4. I- 4' D-1 (NO SCALE) Lf1 1 S'MINUS HINGE POINT I I DEPTH OF J'MINUS SELECT BORROW VARIES. MIN.DEPTH - 12 OVER EXCAVATE TO WIVE GRAVEL AS jDRAMN_Uj1] JECT N DIRECTED BY ENGMEER. NOTE EXCAVATE ALL ROADS TO NATIVE GRAVEL 07 010 0310 T NUMBER TYPICAL SECTION - CHARLOTTE DR. G ND-1 (NO SCALE) o-loc 1 -- - — — RECORD D1Vir1/N6. 2 Z 01 4Rm�ZZ2 ZZZ��j '0 _ zy$-zez _z STpNERID E u DR._ a Q Ir � � ro• •- P x m ¢s ,0 n NOTE r CONSTRUCT ENTRANCES TO 0 C.O,B. STD DWG N0. 02529-17 a o 10' EXCEPT TRANSITIONS. 6656 r m _ =r^g � ROW LINE (TrP l ya 35' 4 TBC-TBC 30' TBC-TBC U r Owl � ENTRANCE — STONERIDGE DR. (NO SCALE) D-2 (NO ENTRANCE — STONERIDGE DR. o< 00o a h =` ry N 4 m m m a S T LACE SPOIL AGAINST I pNERID ROADMI%, TYPICAL p T< _ ! E DR. g M w g. O 0 2 _ N rv - _ SUBGRADE 3/4" ROADMIX m SUBGRADELn T'Ll, SUBGRADE O uj � 6" COMPACTED 3/4" ROADMIX ON STRIPPED � AND COMPACTED SUBGRADE. ROADMIX TO BE MOUNDED 1"-2" ABOVE EXISTING O O d SURFACE. TYPICAL, INSTALL TYPAR 3301 WEEDEr PREVENTIVE FABRIC OR EOUAL. SEE PLANS PREPARED BY m ::-� LW WETLANDS WEST FOR 28 _ DITCH TYPICAL SECTION. 1n O z T TBC-TBC O 46 LLLJ Q ® TYPICAL TRAIL SECTION 0 TYPICAL DITCH SECTION w o LJ D-2 (NO SCALE) (NO SCALE) m p W a 0 ENTRANCE — STONERIDGE R. w D-Z (NO SCALE) Lij w Z 1n 0 Ln PROJECT No. 2605.007 01 0310 SHEET NUMBER 5 DRAWING NUMBER D -2 REGoxD I, II v II I Q _� INSTALL PEDESTRIAN INSTALL DOUBLE GUTTER II y O _-_ -- _ -- _RAMP_5EE GOB._STD----- SEEG+).�STIYOWG- C I II - DWG N0. 02529-8 NO.02529-1 a•+� H zo- T II I N � STA 9+12.33 19.97'LT STA 9+72.22 ���ww+I II � INSTALL DOUBLE GUTTER EHD PEDESTRIAN INSTALL THICKEN D EDGE LTAIL STA 0+24,57 VJ I II I nvsrAlt s7 LF --17EE COB,-ITD O �H SEE D ~ z yy<z V$G S W Z BEGIN CONSTRUE IO INSTALL 657LF 7f tloPL 3I.FY ; o STREET CONSTRUCTION y 1� I INSTALL STREET MARKERSEE PATH CYAV(.Rr INtrALL 97 LF S o z<ja STOP SIGN __ _ I "NDPZt!/AVfxlr0 SEE C0B STDOWG s E -F.It sirn r4sNU.09810-1 STA 0+29.92.36.44'LT - u y I m - + - OBEGIN PEDESTRIAN - - - 1 � —� VPATM _- u Fi 72.22 'Is v III -`- 10'PEDESTRIAN _ INSTALL C.O.B. more:P90&S7XA4 5 RM1n ' EASEMENT n - DEAD END BARRICADE A%9M oP ZZ-DfldrdD _ - a `r + STA 8+00,00 - - SEE C.0.8 STD.DNG Dui 7L Pore ru! a,w*bd k A } ''' INSTALL COB NO PARKIN,, NO.09810-2 QY Fit7yRi CcwtntAKTicu, ^ oa' w SIGN(BOTH SIDES) � 41-11' V&S, ciD N� I() - - - - SEE C.O.B.STD.DWC + Z N0.09810-1 -j STA 9+72 21 STONERIDGE DR EQUALS L�F�j tt N.20 th A VE. o STA 10+00 MAPLEWC00 5T + + 60'DEDICATED II zi STA 6+ 00 NSTALLLL 1892 LF STOSTA 0+10.39 TO A COB 2 84 �••� PUBLIC ROW 10 u rn INSTALL O.B NO PARKING SIOEWAL 7 FOR ENTRAIN FOR TYPICAL CTION ►•L I II SEE DETAILSCti FOR ENTRANCE— SEE DETAIL SIGN(B TH SIDES) 5 _ SEE C.O.O. TD.DWG STA 6+39.44,1 00'Ri SEE DE TAILS CI] D w o. 'A CURB&SIDEWALK DESIGN II FOR ENTRAIN o-t 40'PRIVATE ACCESS AND N0.0981 1 INSTALL PEDES AN EXISTING 3-GAS. FOR THE SOUTH SIDE Of LOT II SEE DETAILS PUBLIC PUBLIC UTILITY EASEMENT _� e-� RAMP SEE C.0.8 STD PHONE,h CABLE LINES a 1 ARE PART OF THE PLANS II N� STA 2L C-01 DWG N0.02529- T 4 FOR THE TRAFFIC SIGNAL I I c� K� INSTALL C.0.6.NO PARKING Irp IMPROVEMENTS FOR DURSTAN III SIGN(BOTH SIDES) STA +DODO gl ROAD h NORTH 19TH AVE. I II r SEE C 0 B STD.OWG INST C.O.B.NO PARKING NO.09810-1 SIGN BOTH SIDES) I h SEE 0.8.STO DWG VERIFY S III N0. 8t0-I - - - _cALF U . -+ THESE PRINTS REDUCED ^ III 1/2 SIZE. LINE BELOW II MEASURES ONE INCH 11 ON i MODIFY SCALE ACCORDIGINAL INGLY I I N. 19th A VE. � F-•�-.I GRAPHIC SCALE � w xs goo e r� �( IN F'P.EI')w �J _ S T 0 N E R I D G E D R. V T lneh= 50 Feet homonta] ODQ inch- 5 feel wrlical & -� - I. CONTOUR INTERVAL= 2' - Q S4770 TA U+ 4.1 _ 4770 EXIS G 2",GAS ME a - + _ - _ -- - — ' _ - _ Z w VE TIC ALLOC.A ION - :UNKN WN �- -- _ EX+S GOUND PROFI�E 4765 I- - _ ` FINISHED ADE PROF+L - - o Q Q f_ _ - — - 0 - 4765 V) 4760 j wy - - - I - I - M — - .. "i. - rn - I j I .. - Q Ln Ln Q 4755 = - _ -_ 5.. ( - _ I _I } 1 a. I - 4755 Z N • ' II 1 ' ' '-r= } # - r- _t _ -$ _ _ k�G _ E L+NES T Q Q w _ _ O m0 4750 - - - _ - - - -r>. -- _ RITCAL LO TION ... - I I W C) 4750 _Q w Z 4745 w Q 4745 �- j yz-- cn ^IN rn� Nvi n - _'rn m _♦ N _ 4740 PROJECT NO. n v v n o n o d ay ry v o 605.007 010 0310 fit` �n �,O �,p rlb "1t0 �l� MIS ni N� tV N N O a7 N M r 1n0 r-.0 .10 r.',t0 �b �{O nt0 �10 t[lb ,D� ,n� `L,'♦ �M b1.1 �Mj .p'N UN QIN OI' �I' �' �� ^N �N �O� Ul N O, 10 �N �N IV) nM) m'O tn� JlI^ "14 ON �O 01 N N'n N N^ O SHEET NUMBER dlv^. v� d'a va 6 0+00 0+50 1too 1+5U DRAWING NUMBER 2+00 2+SO 3+00 +50 4+00 4+50 S+DO 5+50 6+DO 6+50 7L00 7�50 1 B+UU B+Sb 9,00 9+50 1 R6URD DJ2AW LOT 4 1 1 STA 4t+77.67 / (31.0'RT&33150'LT) STA 40+DO.00 TO STA 45+12,94 31'X5l'RCPA W1/F.E.S. / INSTALL 505.48 LF STD INV IN 55.57 C,0.8 SIDEWALK INV OUT 54.67 D 1 / L 6�.5 OF 1 I STA 36+31 STA 44+00.00 INSTALL S 1I 1.4x 71 i III (49.00 15'RCPSw/F ES 1,F w a NO PARKING SIGNS(BOTH `+ 1 INV IN=5W if.Mf L.- 5 cq j ff SIDES OF STREET),SEE C,O,B. `•^ I' 1 INV OUT=13*40 iM.7N i��C a P, W STD DWG N0.09810-1 I EXISTING AS, 1 S= 10Aj 1.04 I CL 3 3 OWi % PHON CABLE LINES STA 33+23-07 1 1 1 E m m�w (37 DO-R7&40.00'LT) STA 33+87.74 TO STA 36+65.79 FOR TYPICAL gCTION I I U s - __ J1'x51'RCPA W F E S. I INSTALL 277.74 LF STO C.0.8 lM374LL $7 Li 1 i l �$z //"MDVi anurT o +\ O / SEE DETAIL L� 25' - La LVSR7 STA 30+00.00 TO STA 33+57J0 INV IN= SD.87 SIDEWALK(BOTH SIDES) o-1 INSTALL 376.55 LF STD INV OUT= 49.92 C.0B SIDEWALK L= 77 LF J INSTALL STREET MARKER � SEE C.O.B.STD DWG CD [V *3xJ N0.99810-1 d " S 2 d o 5R N. 22nd A VE. MARKER 25� O R 42+ O 2`' INSTALL STREET a 64.75 - •/- . C.O.B. 1 r4n LF W W P \ V /f"MPPC Ii ariuTr INSTALL STREET NARKfR STD DWG N KJ810-1 cutviRr &STOP SIGN,S[E I 7 `� C.O.B.STD D STA 40+516.3 IO STA 45+12.94 oG '\ N INSTALL 516.32 LF STD ,i STA 30+337.8 TO SSA 33+51.70 N0,09610-I C.O.B, SIDEWALK \ ' \ \ INSTALL 337.80 LF STD I 1 ? LOT 2 \ j �\ C.O.B SIDEWALK I LOT 3 V� STA 42+00.00 INSTALL STA 40400 NO PARKING SIGNS(BOTH 1 SAW CUT&iACF, SIDES OF STREET),SEE C.D. . EXISTING ASPHALI STD DWG NO. 09810-1 \l \ I4 EDGEK STA 30+DO I _ _ I SAW CUT&TACK I �� 51'PRIVATE ACCESS T EXISTING ASPHALT EDGE I TOE Jo PUBLIC UTILITY MENI FOR TYPICAL CTION b SEE DETAIL V RIPY SCAI GRAPHIC SCALE W ,-- THESE PRINTS REDUCED 1�4 STA TRANSITION f 1 SIZE, LINE BELOW >s w >« STARTT 1RANSI TION TO MEASURES ASURES ONE INCH o MATCH EXISTING STREEI I ON ORIGINAL DRAWING a MODIFY SCALE ACCORDINGLY SECTION AT STA 4D+IX� 1 IN ��.I I I 1 inch = 50 teel orison hlel I � t tneh - S feel wrticsl CHARLOTTE S T. CONTOUR INTERVAL = 2 ❑�❑ - _ - NORTH 22ND AVE4780 - - ❑ STA -42+50 - - -- .1 4780 4780 E�v + _ _ I - - : PIA 76w.40 1.4211 - - - 1 __ - 4780 3 ^t� - �y(I - _ 50 D00'VC I p n W d = 4775 4775 IN )- + STA +7767 t - - STA _. 100 i I 4775 m o 475$.l7 - 1 - + OF 31"x51"(RCPA: {- 4770 _- -- a - + �- _- - W/fE'k5 1 a770 4770 ry _ _ .75. -*�Gi 1 4770 - F}µSHE GRADE PR ILE'� � m { - m EXIS777111NNNC GRbUND PROFI w a765_ -- -- `- - 4 - ] - 14765 4765 - o <: - :n - _. -.i INS SIA 3Fi-101 L O x V. --Y- - �- ('j -�1 - - - a765 V a _ �- - - - ui - - WS7ALL 7 LF �_ _ W 3- - I 172 T 1{ _ - 13 x51"_R A- - - - -- 0 4760 - - frr � -- { �_ _ o 1 W/ S- - m Z _ � - 4760 4760 - - _ JOSTI ...GROUND = c - _ v sC_ - - ,. �r ..: --- •---!_ >;ME6 - - _ _ + 4760 w Ov Of 4755 .L� +- - < w 4755 4755 -- _ i - .` - - _ - _ - �_ LLJ SSA 5+26.10 CHA OTIf -__- - - -- - -- _ ~ y _ - J I - �� - -- - - - O 0 _ 1 _Z 4755 0 _ + Q SSA +I782 S EAt. T. Z also - - - W m -- - _ 4750 4750- �`-� - 4745 � - - _t- _- � �. - � 1` _ - _ -: TLd .� 4745 4745 -_ _ -+ - + - I O <I I ? Ad3+i2,66- TN 2If1 A*; N{ _ 4745 9}1�.2fl -- I I 4740 x g I I 47401 4740 1 - ) 4740 PROJECT N0. b� ulN aO NN dN N� Iq MIS b� Mi�N �� aQN' Q.d ��b 0� d0 �N �� Wb )� b0 Olb ^ IN �Vl YI YI InN Nh SIN dO ald: M� wj,d NQ N d MCA < O IA r O N O b b r, yIN NN Oim p� co O 'n M N t` ybb hb �b �b �b b b bi IO N b "I n �n n O,n [n Cn m OJ f� b ILK N d N O 0,^ bd b0 nb b CM1 d';b �]0 ,n M N T 'CII P h a',r` d r• ,p n d r y�n r, r\.� N b n f_b �Ib b �'b b b b,lp IL)b Nlb JI 0 ,n,0 N 01 N 01 Cn (li b b m W r- �N OD ,e r• N M '�.d �'d DO O Ip O O n 0 V U.- b ^N b N 605.007 010 0310 y_dr,N nYlPfi Nlnrill MIo V <� N� Ind Y) m M T v1 SHEET NUMBER I`nNON nv^i n�'�i �N Nh �� Vlloo �b 7 v aid d v'd a v da Q.O 'c de a ao�ia .d< DRAWING NUMBER 40+00 40+50 41+00 41+5p a2+00 42+50 43+00 43+50 44+00 44+50 45+00 W e� 30+00 30+50 31+00 31-.50 32+00 32+50 33+00 33+50 34.00 34+50 35+00 35+50 36+00 36+5O t✓ REf.OIeD D7I?i9&7/N� ••-rz ue0 1 , NOTE: POND SIDE POND POND POND POND POND OUTLET PIPE PIPE CONSTRUCTION ACCESS IS PROHIBITED FROM VOLUME SLOPES DEPTH BTM. BTM. TOP PIPE AND INVERT OUT LENGTH N.19th AVE., USE N 22nd AVE., CHARLOTTE ST. DESCRIPTION (CFT) (FT) ELEVATION AREA(SQ FT) AREA SQ FT SLOPE ELEVATION FT & DURSTON RD FOR ACCESS. Of POND #6 1175 3: 1 1.0 4751.0 75Q 978 T6�0 1`143 6" HDPE @ .12% 4750.9 '1� /0.5 a POND #7 2000 3: 1 '1�5 2.5 4750.5 55� 344 �g /270 6" HDPE @ 0% 4750.5 2� 13.5 0 POND #8 2550 3: 1 2.0 4754.5 850 1730 6" HDPE @ 2.8% 4753.9 N 31 ` � POND #9 825 3: 1 0.7 4759.8 990 1400 6" HDPE @ .72% 4759.7 X 22.5 TEMP POND 8700 3: 1 3.0 4749.0 1880 3900 N/A N/A N/Ais � Q� y BUILD 6" RIP RAP P I i 20'X4o' 9 CONSTRUCTION 1' MINUS CRUSHED GRAVEL �- ENTRANCE (TYPICAL) —3" MINUS RIP-RAP 4 m 0.3' N. 22nd A VE. (n BUILD 6" ^ AKZO - ARMATER I`--1 ~I s $ GEOMATRIX OR AN RIP RAP Z APPROVED EOUAL 0 w 2O X4O (ONLY IF BERM IS CONSTRUCTION r USED AS A TRAIL) ENTRANCE o w (TYPICAL) fit° '� 0 r---1 Or SECTION A-A ro SO," e I II � 1 I P I POND is FOND/b FOND & II n 00 OI POND N - - _ _ �'" 3" MINUS RIP-RAP OUTLET PIPE— .. �} Cq 'g 0' m m RRpLL,STREAM/p�r� TEM Y DRAINAGE SWALE 70 P NOTE: N.20th / ' Aw PROPO D FIN SH CONTOURS ,s Q - SEDIMENT TRA IDN EM GENCY OVERFLOW SHOULD BE p LOCATED ON POND BERM ADJACENT TO CARROLL STREAM/DITCH EXISTING C TOURS _ O A-A Z 5 10 H I� Z z f O Ld ' z Z— — N. 19th AVE. _ EMERGENCY OVERFLOW STRUCTURE _> Q J _ — — EMPORARY RETENTION PONDI- y VOL = 8700 CF m -- _ - -- - —7� — NDTf%'rlwPVRARy POND RdLGCATBD , O U` 7b VOJETNlJr EJ OF 'v./to qNS/ (/) 4 Nrf iEc rie,v N 22°�Avi I Z c 0 - _ - Z Q ^� EMERGENCY OVERFLOW z Q � BERM/PEDESTRUW TRAIL C N W RIP-RAP THE OUTLET POND DEPTH VARIES LLJ 3 SEE THE TABLE (� m (n GRAPHIC SCALE ?, o BTM 5 LiJ In 0.5' ._ Z ( IN FEET) O 1 —h 100 it U7 SEDIMENT TRAP PROJECT NO. 2605.007 040 0310 TYP. POND OUTLET STRUCTURE SHEET NUMBER No sow" e DRAWING NUMBER E- 1 II O FXISTING 3'GAS, g PHONE.&CABLE LINES 1 NII _p15. wzzi �f$ C I p a < T III N _ u g V�gmax �I,I II STA:5+31.61, 4 6' 1 II I SSMH M5 j- -- / �o?$i�2� 1 Ili I SIA:3+43.28, 5.1' LT INV1 0 T_4951yZ00 55MH 4 INV. 1N= f. 4751.3j�/0 1• + _�0>,3A", r b Z I RIM EL=4763.19 + Q SANITARY SEWER INV. OUT=4753.5afL 1 I - + " v I ii I NV N 4 S3GEtL2 SEE NOTES #11, #13 OF G-3 Wmm III I - - 5tn ALL �V INST SEWERSTRVICF I`q E11 94, 5.4' 1 S[A:9+42.64, 5S, ^N=` -1 O"S— — _ — ,-9 Ba I SSMH` ,�,in) ` .. + �i�V .- '6+^T M.N. RIM F 4755.50 I i 9t N - 3 11 n " ll.v OUi=47457470 � _20� k �C``O "•tea 1 ti Ir:'a nl-a7a5_y910 � � �n + N I' O 1-77 I II S q iSTA 2+76.7', 5i' I I m 15SMH p.3 O w S III t7 •RIM FL=4764.�00 O I'NV. OU'T=4754.ASf� I III — GRAPHIC SCALE �+ m o ( IN PELT) I inch a 50 f"t hontontel r!�� I inch 6 taet ""T.l a I� STONERIDGE DRIVE CONTOl1RINTERVAL= 2 - - _ STATION 2+76.2 10 STATION 9+44.64 _ _ - _ _. _ -- m m m k _ 4 - - — TOE "1' TR A - Y E E CH E -AV AO?i __ d z+t - -- 1 - TYPE"1- PIPE:BEDDING : _ j _ - - -- TYPE " BACKFILL _ - --- o crs < o m o In 4770 _ LIM-a-11 4770 WSTA 0+ 4. z J ::EXISTG 2"'GAS IN£ O_ °°n � - - � - - N W VE TICAL LOCH ION EXIS NG GROUND;PROFILE z Z O 'UNKN WIN ( iN v vlx - 4765tril i FINISHEDJADE PROFIL 'v - O ateLd J -; : m a ��``! x MAINTAIN '-uIN-SE ERATION - I -- - m a W 4760 I , N vl _`O - - - AIR AN SEWER _ E .$.-S -flW7o NO. 2713-2 -_ A_ _ - 4760 "W pQ SZ /(/mil LJ 4755 .. __ - -- - - - _ _ t_-- _� C� - - -- _ -- O w--- w E,,&CABLE LINES - H a755 -- - - SUR ~^ r83 /_. TICAL LO 110N - W ¢ m C� 4750 - -- - PVr ' K 46 (f.8"g R 35 PVC = %i --- — UNKNOYyN - ---I (J' 0 if,If _ 4750 O W r - - -- --- - - o. i x -8" SUR 626 LF 44x -_• - - _ I - W z s ar -35 PvC *8.. DR 2 I -- l - 1n O x N- - �' 35 C 3 Li'8" S R z I--- -_ -- - - I zz� _ s 3s..PVC- O (n 4745 -I_� 4745 -- - 4740 PROJECT N0. 2W.007 O10 0310 SHEET NUMBER ,U w �r ,o, n n a ,n ,ol w �_ env ,ni ,n si �n u+ ui ✓� ,n J� J1 s:r l < v a v r di a I r M DRAWING NUMBER 0r00 0450 v 1+00 1+SO 2+00 1+50 .5+00 3r50 4+00 4,50 5.00 5�50 6+W 6+50 7+00 7+150 8+00 B-50 9+00 9+50 RECORD PRAWiA/y 1 N _ O F I 8�00 C7 Wclx!ro C OL DITCH a Z o''�o- ¢¢NLo I O N uO in J11 � >?agaw l� —12• SEWER MAINTENANCE ^.... ROAD SEE DETAIL -�0 "'� s \ 1\ STA.13,14.11 D-1 � . ys>>> a SSMH y:10 STA:15+42.65 SIA 10400 i0 STA 27+82,63 _ 6• RIM EL=4751.08 SSMH M;12 FUTURE WAFER LINE NOT STA:23+ ,73we Y' \ INV. CUT-474I�fZ RIM EL=4750.88 INCLUDED IN IMS PROJECT STA:19+A2,6FT 11,96 SSMH 14 Q s •\ \�\ INV. IN=4'41.W(Z INV. OUT=4740./EMV SSMH y:13 RIM ELr 4740.56 IN-4740,5W$Al RIM FL=4745.45 30' PUBLIC UTILITY INV. OUT=47}q,g&J/,0 1,11 INV. OUT=a735�9 fZ EASEMENT INV, IN=4731.pQ If INV IN=473+`q. 34.06 EE w m STA 9+72.22 SrONERIDCE DR QUALS ----- --- ----- W ---------- STA 10+00 MAPLEW000 5T, STA.12+29.33 - - SSMH y:9 ----Q- --- RIM EL-4751.84 - --- --�- 9- ---a-- -- --- --- --- - _9._ __ _ 4 INV. OLl T=4742.74'70 - - ------- - -- -- --- --- -- ---- - - -- INV. O T=47]4"MO _ __ _ __ _ __--___ _-- __ _-_ _ _ U A N 2,nd A\'F STA:1a.-33.55 zl (FUTURE) MAPLEWO ST. FUTURE E�°• SSMH yr11 .�� PUBLIC R.O.W. RIM EL=4751.83 I INV. ovT=474094% L. J L Lj INV. IN=47a,,Gr O( �/ GRAPHIC SCALE I I t)STINC 3' GAS, � I '• � � = I PHONE. h CABLE ONES 1 I inch 50 feet horizontal �I o I Inch - 5 feet veIt I e t- CONTOUR INTERVAL =2' I MAPLEWOOD ST. • f - - STATI N 9+42.64 TO STgT1pN 23+50 - - - - I - - TYPE 1 RENCH EXC NATION -- - - -- 4760 J - _ - TYRIE - Y 17 9EDD84 _ - TYPE "A"I.179 ACM FIIL 4760 4755 m t 4 4755 • �1 ^�- - N v1 1 _ v+ i Gs EXISIT CRGUND CFlLE } 4750 - �- �- EXISTING 3"GAS. _. _ _ - t _ r- _ PHONE, do E I.WES �-_. - - I - - _ - �, _ PIN D.( ADE _ 4750_ LLJ VERTICAL L ATION I _ �1 I I — J i I j 1 Z J UNHNDIAT� I { (• 4745 _ } I - h -�- f, - - Z Z W LLi 255I33 C+ S' _ - _ 4745 _ _ ~ SDRHJ 35 VC aR 0.78 �.•44.9!! - I - _ t. - I 1 l_ I a d F- 4740 {II II 1115.44-LF 8- OR - -- m li W _1Q5 _ _ _ •� -i f- - r G ^ a� .I SD R�35 1w = - I _ _- — - _ 40 47 (n Z (� n a d d 0 s 00 " SDej�25 - tl — _ - - : O 4735 z� -� II I ? o z n fCr 46 Z I z - -- - 4735 z_ N z ZAP (n 4730 _ _ j I 3ffd.p8.LP _ - - _ - 0 0 - a s I - 35 C— --- - = WI 3 m _ I 4730 G_ LLJ LLI a_ 4725 - - _ f -- " Z v Q _ Z -- - o a725 0 I - I - - ' � LEI 4720 n " < e r t - - - - r - 4720 PROJECT NO. ai v a m v v d '�^ N a O1 m n "1 2605.007 010 03f0 SHEET NUMBER < v a a o ^ DRAWING NUMBER 1o+ao 11+00 12+00 1.'„oo fa+oo ,5+00 16,00 �_ 00 18+00 19+00 20,00 21+00 22+00 23,00 I I 1 i FtI CURL MAI'LI WO(N) STRLE I- 11 Oo li � NNz�i ti<osiz� SIA p TUT 10+WA TR SiN7 T I I/71 C) ��uU�Q maw F'UIURE WATER I N NOT I I FU IURf W IA UICA tI:U '' '�� 1, PROJECT IS PROPOSED TO FIELD BORE MH'S, ALTERNATE EA PUBLIC UTILI INCLUDED IN TfffS PROJE i /1 i PUBLIC ROW ` INSTALLATION PROCEDURES WILL BE ENTERTAINED ® EASEMENT i STA,,Y+89.53 PRECONSTRUCTION CONFERENCE. IIUSTALL SE ERVICE. i/� I _ STA 26+20.80 IN51All SEWER SIRVIC! Rm -- -- n a STA:25+62,46IQ _ ••' _ - SSMH M:15 7 RIM EL=4739.15 \ zl z A ' INV OUT=4722.33 5 W VV N 1 N INV. 2A3 30'x30' MAINTENANCE.. / R BORE EXISTING BORE EXISTING SSNH ROAD TURNAROUND AND RESHAPE FLOWLINES - '2' SEWER MAINTENAI ROM) SEE DE TAI:. G-1 - - - I LOB; GRAPHIC SCALE N. 19 th A VE. m► INS7A1y NEW q' FLOWI INC � - f IN FEET) O �� 1 ,ni = 50 feet Aorticalet s 1 inch 5 Feel verticel n �-- _ CONTOUR INTERVAL= 2' I: " �l MAPLEWOOD ST. QQQ I 4115. 31 4755 -- - _ o 4755 _. S 1 TION 23+50 FO S�ATION II25+62.16 TYPE ""-TRENCH EOAVA't10N TYPE PIPE BWD NG - - I - TYPE _BAOKFILL 4750 w I c� 0 Z W _ w 4745 _ w INISHED M DE PROFILE ^a, EXIS FIN GR UND PRO O - -- aLli 4740 - — N 3 - _ __ - _ - m a0 z (n I� Q 4735 - _ - 0 F ~ 4735 z N (n O m � ~ a O 4730 -s- - �-- - - --- _ - - - I 4730 0 0' W 4725 �- 3 _ - Z Q O 4725 F- 4T - — • — � - 4720 - X - __ 4720 PROJECT NO. 2605.007 UIO 1U SHEET SHEET NUMBER 12 6,00 DRAWING NUMBER 24+00 25+OQ 2 /�,�u-� 1\J�-y R6Loltb D=AWd/ a P tI• ..+r'f�Yf.f7 - SEE SHEET S-2 =o o z rc ¢z ItIM I L A'litl N4 I /� I ['NV. IN-4/SI W/� II � SiA:43+15.75, 55• RT I I d vn$Wag SSMH B�6.2 -- � RIM EL-4761,98 STA: -54 72+fL I I I 0 g a s m a nw INV. OUf=a75241 SS SSMH N.8.' INV. IN=4752.Orti.9 - 1 O RIM EL=4756.82 I - / INV. OUT=4747XZ9 I I 1 INV. IN=4747,O8S9 I I ��� �I STA:31+26.56 _ SSMH #:16.40, 5.5' RT L 1 \ �,Y 1 _ _ -- SSMH x:6.3 ^ \ � SSMH y:8.2 � _ Z N N J Qi RIM EL=4758 Ia P RIM EL=a763.12 �/'� 1 \ O INV. CUT=4749 j601 + N rn Yg % INV. OUT-4753.47 __ o 1-STA 44+01J2, 7.96' RI INV IN=4749.78/e i. g C INV. IN=4753.57 - INSTALL SEWER SERVICE �� r �Y_• o STA:42+53.72, 5.5' RT \ + (� SSMH /(:6.4 STA 42+93.85, 7,86' Rl\ V r o N. 22nd A VE. RIM EL=4764.16 O i INSTALL SEWER SERVICE O ^ _ A 32+72.6•, 211+' R1 . 0 I S a 7 INV, IN=475 54.65 I `STA 42+71 '/ IN SEWER SERVICE INV. IN=a754.Er: ` , 62, 7.36' RT v VVV v IN57ALL SEWER SERVICE \ 1 ` \ �• o STA:33+67.11 o SSMH N:8 -SEE SHEET S-1 CA \ RIM EL=4755.41 a LET 2 1 INV. INI47 5a _0110 i �.(-,T ` ? O \ INV. IN=4745.89/01 I (� I I 9i v W I z _STA 31+31.5, 0.6' RT Z K INSTAIL SEWER SERVICE - - (n I :,�' si LOT 4 GRAPHIC SCALE �--� I 11N ever i inch 50 feel honzonGl 1 Inch = 5 leer verlicel CHARLOTTE S T. CONTOUR INTERVAL =2' ❑QQ NORTH 22ND AVE Q a7ao srAn 1n.7� 4 T + 1,� also a7ao - - -- - - T- T - - - _ - -I T - 4780 S - PIPE r � � I - : TYPE A^ B C FILL%CA-I TTON TYPE 1 BE�DIN6 d 4775 � - _ : - � — _-. -� - - -: 4775-4775 --- + TO STA 33,f57.11 t 4775 ST Ti(�I�Y31 26 5;6 TYPE TRENCH CAVAk10N 4770 TYPE `` PIPE BE➢ 1NG - - N a ano 4770, - TYPE ° BAQFTLt - O "ISHE_'GRADE P ItE -- +.T I _ - a:r.i - EXISTING ND PROM - •sl•Ji _ntO,p �Im -- aS. -t j _ _ + - }__ - --t __ - _ -- - I� I. z 4765 ` <� '°nip cy{ _ O Z O _ - u .g{ -t - - W � (-n atW 476 47 5 I - - _ --- `e's w- 5 6. -- -{ - 4765 O 3 Ce G W 5 4760 _ vl N�C 3 +� ^ m a 476U.a760 _ _ - �XI571Nk: GROUND -+ P_' _- 4760 UO Q ZNwa __ - 0 QZ4755 ' vl rn W _ - — 0 4755 4755 Is Z 3S W _ 4755 35 PVC nn: 8`3 t.lw 55 _1�,� - - -� - - - W Q m x u�In OR• 3S _ _ _ - _ - (� 3 U 4750 I hv. 35Ly2 n 4750 4750 4750 p Li 0 O >�. IZI FI_ Mrr .^ tl w1zr 45 / _ - _-- �. -- 3LLJ ic Lj o - - rn LF - _ _._. - 4745 z : - _ >J I :z J _ I v a _ - `�. - 8° 35'.PV .{ - �'r-6 R — - .1. - Z a i Z _ 4745 - - - G 4745` ti 4745 F A - - - I 4740 - -- -— -- 4740 4740 + I 4740 PROJECT N0. m v m u-, -- --— - - T 2605OJ T O. Iri vi Uri ui Uri vi' .r ri n: N N� a oo m rn m and r m wi ,n m o N SHEET NUMBER io a ial mr ro �o m m ml N N ,n m m of o •f v d Y d Q a Y d < a O O < Y a < a < DRAWING NUMBER 40+00 40+50 41+00 at+50 42+00 42r50 43+00 43+50 44+00 44+50 45+00 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33r50 34+00 34+50 35+00 35+50 36+00 36+50 S 4 w-s•.owc i�COrCD AYAOV/A/(r I SIA 8+48886.76AT 81 m Q n II I r M51 A11 8d+8 M.J.j[' N H �-�S��AFA'9'1 =IEMPONA.Rv4"IINf 51RNf9 LINE�MAINIAIN 1' H TER SERVICE i VPARR 6'INO Of /ST1NCI {� IXIl NU B'INIO IOI w/4"[NDCAP W/IH. _ CCINTRACIOH 15 TO NRIfY .1I Coil SIT)UWG No 07119 .1 > � / o THE kll YA 110N OI THE d II POINT 0 YCO NIGH O 0tf OU z W g II POINT of I WII t:Dtf 15 WATER MAIN a ga m CON515UN1 WI1H IIf.VA IIONS %HOWN ON D41 Try ANS >, �- _ _ --- m r+ w SEE NOTES #6-9, 12 �� • til + itn O+fi9.9%645 Rt, I `. _ _ ------- O Z Z All 1175_MJ BENU _1 SIA 217630 564'RI,k �t — OF SHEET G-3 11 I StA 3t41.14 6.00'RI a, INSIAI I n 75'M J fH ND <'+ _ STA 9+.8?'9S 5.27'RI B} �y�., 40 ISIA 9.07.54 5.79 RT. INSTALI 8"M.J-ENDCAP ? vtW 69 i INSTALL 8x6x8 M.J. TEE k w/T.B. a J� - - STA 6+43.50 7.25'Nit R YD ASS'Y w\6"MJ W.Y. >� 1 m o f s O • �� k �\ INSTAL'.8"N.J.CA 'I k 12 LF 6"DI HYD LEAD STA 9+53 20 5.44'RT. W.V w\tH, V.B. �.. PIPE r\T.B.,VB. \ INSTALL 8%B+B M.J. TEE IF O's — — — —6"W- %41 01 - + k o,cn STA 5+23.30 - Ne�Q ti I �STALt 8X6x8 M J TFE + _ y^; Lv ` + 1 `O I I A IB'S c3 u _` I '� 21 STA 9+1254 5.75' `\ II \I �o INSTAL.8"U.J.GAZE Ili STA EXISTING 3"GAS,IF '^ - _ Mil W.v. w\TB.,v.B PRUNE,k CABLE LINES I� STA 0+00 t6.0'RI SAW(XJt h REMO IIMfA D h REPLACE 38 SY ASPHALT I.b"4AKiR u j STA :GA, y/RVICA a.N t- INSTALL 8"u.J. GA"I '•.II o N U WV w\.B.VB. k ' — _ 0 I m p p STA ( - 0+1321)16.0•Ri, w^� STA 2+99.89 3.24'FIT A LMAXIMUM DEFLECTION p II INSTALL 0%N%10 M.J. '� PER JOINT IS 3'ALONG S INSTAI.1-8x6x8 M.J hE k U a. 1 O ORt UNTAL CURVES t TgPPINO TEE AND VALVE p N EHYD A55'Y w\5"MJ W.V. III I W/TB v.B. r i„o k145 ti 6'U.L RY'J LEAD II C.O.B. 10 MAKE TAP 0 O PIPE w\T.B.,V•B. CONTRACTOR'S EXPENSE D I I II -- IIr N. 19th AVE. 'GRAPHIC SCALE m IN FEET) I inch 50 lest horiU-1 1 mch - 5 feet aerNcel D S T O N E R I D G E DRIVE CONTOUR INTERVAL=2 _T_ _ - I - . - - - - - I < - � IT _b4 3�z To sr a,B�.ss, sT.au;u�b of �'�.i. .--r— �— �_ o STAT O 5.80 ST 7 T o o m o IN; - $TA -4+",22 TO STA 0415.8 1 PE "r t PIPE BEO 40413 ON-=5 RINK BAUK III _ _ : OLLi z li ;. XTS G 2": A.S EXISTG GROUND PROFILE — I I d VE TICAi'URKN, - - I I y FINISHED G ADE PI . - I1NKN _ _ - Suula �${TP1 d - I I D w Q CK W Q I I SC-Pl1 BE E*-- --- - - - - ' �f - - _ — _ _ — I I z N TERND - w W -& CA LE LIWES � 3U �i TION W Q I(NDVIfN I C D LLJ Lij r� - -_ it 4_ 1— -. .. PROJECT N0. 2605.007 010 0310 SHEET NUMBER - - - w 14 DRAWING NUMBER i v W- 1 �C.ACD TJt2AM1/K