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HomeMy WebLinkAboutLowe's HIW, INC �. "�. ,�.� ._��. ._,.._� r,..-- - - LOWE'S H I INC. o REVISIONS `A _,��t' I ryyAL701TSE�TI UGH - - r CONSTRUCTION IMPROVEMENTS DATE DESCRIPTION 5•cP161 l /' .m• _ . >t5' -' ''T`�`i. �. �..��.,� wA. A \ ,�,� ti - APRIL 200P ! '.. � IRO _ .__ � 4h, P..+�.r---•— .P. �`. _ i _ �`. S 4 � .f Yb ' ���.5.,. •z 4 ...� Q ! .! 1'y1 ` +'��;�, �r 4� `+ ^'^° ,b .I t ,* .4,a.r r 'I-• ga ,M i l ' sir 1 r ,rR. W".' "�'• ✓''(' c•� '' r� t '( . -fie ..II ! • Y ,�.I`�r,r' �4 (,R� r fi:• . /7.T�� ,"i yal{.}° ,r.''(� �. A a;y 'T a ¢yk�'a�,2,�' -�'r Q �• ''i}'l; �g +1�": EIU '„ .i rt 1 TM i d41 v ,,,y1�.i "'`� •a,�:�".4t t�` _ :1 'L'. ,-ey�, .tt'3T rtt =Vp, �: -'">.�''+7J4 z �NAL r.l 1•. , !*_ �: .3. I,v?r vl, ti� Ifil �,,q,l far c; '®.i•- W �y}.t�^ � -_Lr.„ �' f T.:; th iyn1.x` ( r POND .F rl 1 C• .'i1 1"Ss 7•'Prs �. Iw � 1 • l..j�y,, '�C 1 ! k'1 7 r e rr' n 9p h j y Y .; •. ob. I►« m E +� t MANDEVILLE LN "OAS 3 pMTHISPROJECT I ph o Q ~_ z DURSTON RD • • Iry WEST MAIN ST. w g N $ 9001HILL COU G�1 L 4 a A ' Rr Ll�.:�:� `t� I i t- `' ""`' � � �„� ��1 LOWS .: sV t w, VICINITY MAP / < •+"r.a. NOT i0 SCALE (� S II I • R B A ❑ M I u +a I III LOWE'S HIW,INC. 3� II �: • ••i i I I`1 • II I �' 1530 FARADAY AVE,SUITE 140 — � INDEX TO SHEETS CARL88AD,CA 82008 I II $ s 760.800.5300(V)700,602.1018(F _ h y SHEET NO. DWG NO. TITLE • • GENERAL SHEETS i ,1�,•LOT� yury �I �� �- •ti y '•rr .�+ 1 G 1 INDEX SHEET II — ACT (TRACE-Ti�y I tlRIDGER PEAKS- �" 2 G-2 SITE/CIVIL LEGEND AND NOTES • • — _ — - - — _ 11 TDUVN CC'NTER 3 G-3 STANDARD ABBREVIATIONS AND NOTES G-4 SITE PLAN (IR 5 G-5 UTILITY PLAN 0 _ •� r• •- w t- w r x Y 6 G-6 EXISTING SURVEY AND DEMOLITION PLAN ROAD PLAN AND PROFILE IMPROVEMENTS 7 RW-1 BAXTER LANE 1 I '• • .�' 8 RW-2 BAXTER LANE 9 RW-3 SACCO DRIVE/WATER LINE "B" uj 10 RW-4 TSCHACHE LANE r i - _.--.- _ . . 11 RW-5 NORTH 19TH AVE. TSCHACHE LN. INTERSECTION SIMMENTAL�V Y � _ -'- x1 • -Ix - I � . �� �''��'�' ,i :'� �,� 12 RW-6 NORTH 19TH AVE. TSCHACHE LN. INTERSECTION DETAIL rt r -• r t ' - �_�" _ WATER PLAN AND PROFILE IMPROVEMENTS ...... ' rtv _ - 13 W-1 WATER LINE ,�A" _ J O • _ ` 14 W 2 WATER LINE "C" �'', :.� -t_. I _- _`--'- 15 W-2A WATER LINE ..C" I - 4 SEWER PLAN AND PROFILE IMPROVEMENTS _ ff I :. e" ":_p t_ .., / ' _ ! r/% ,I = - - y•. 16 S-1 SEWER LINE .A.. \ �!,! �-' -i - •� 17 S-2 SEWER LINE "A" GRADINGDRAINAGE IMPROVEMENTS q pg 1 18 SW-1 GRADING PLAN , •- �, ' � ,`- � .. ���w 'j � `t, 19 SW-2 STORM DRAIN LINE "A" 20 SW-3 STORM DRAIN LINE 21 SW-3A STORM DRAIN LINE "C" O , r�� �,�`� L 22 SW-4 SWPPP - PHASE I i'� 23 SW-5 SWPPP - PHASE II Q DETAIL SHEETS Z f -1 NIL DETAILS 24 D C ,j H 25 D-2 CIVIL DETAILS Z - --�' i - % �. 26 D-3 STANDARD DETAILS AND NOTES Tq _ 0 7 D 4 SITE DETAILS F— 2 F"- p u-�i I I '; p.. f. �� �• 28 D-5 SEDIMENT EROSION CONTROL DETAILS AND NOTES LLI LiJ Z ANDERSGN I `, •( -" _ -' j I' ! ` I ;' > 29 D-6 SEDIMENT EROSION CONTROL DETAILS AND NOTES = Lu 1- Q PRECAST I ll� , SUPPLY • 1 I � j, • i +' a \ 30 D-7 BAXTER LANE DRAINAGE DETAIL N = Z y U gQ : I 1r� 4j' �ygl��'� ''°�y C LANDSCAPE SHEETS w e 31 L-1 LANDSCAPE PLAN Lu LXLI > O W z 1-4 32 L-2 DETAILS AND NOTES Z C3 33 L-3 LANDSCAPE PLAN NOT INCLUDED IN 0 Z OJ m m • / ' 34 L-4 IRRIGATION PLAN RECORD SET. it _� • � R" �' �'I 35 L-5 SLEEVING, IRRIGATION DETAILS • • n.r I + /j, 1. ,, . • \ 36 L-6 IRRIGATION DETAIL 52 ORIGINAL I I ._, � j,,.- ' ` ISSUE DATE:011i?/06 SIGNING AND STRIPING SHEETS • f'' ' PERMIT SET ISSUE DATE: S 37 SS-1 BAXTER LANE CONS UCTION SET R .4 (DRAWING NUMBER:SSUE DATE: �r !_. EXHIBITS 1, 2, 3 INCLUDED IN RECORD DRAWING .L- • 1 ` • _ ` ^—__ `� RECORD SET. 07/2007 ^ /� .I r • • i • REVISIONS • 0 Pae.eio sEr 0 wr�wry aTE DATE DESCRIPTION LEGEND GENERAL LEGEND AND NOTES CONTACT INFORMATION: PROPOSED FENCE GENERAL PIPING NOTES -- 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. T T PROPOSED BURIED TELEPHONE MINIMUM COVER SHALL BE 6'-6" UNLESS OTHERWISE SHOWN. CONTACT • —Pc Pc— PROPOSED GAS 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO SECTION PURVEYOR ADDRESS PERSON PHONE NO, ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE 2�33ry' —c c EXISTING GAS OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR NORTHWESTERN 121 EAST GRIFFIN NICOLE ADJACENT STRAIGHT RUN OF PIPE. ELECTRIC 406-582-4646 ENERGY BOZEMAN, MT 59771 EICKELBERG _ so PROPOSED STORM DRAIN PIPE 3. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE `¢ 'x r a, PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NORTHWESTERN 121 EAST GRIFFIN NICOLE 52 z uTIL ELECTRICAL AND/OR COMMUNICATIONS UTILITIES NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES GAS ENERGY BOZEMAN, MT 59771 EICKELBERG 406-582-4646 SPECIFIED. ss ss PROPOSED SEWER 2707 WEST MAIN 4, SYMBOLS. LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE TELEPHONE QWEST BOZEMAN, MT 59715 LEE CUIN 406-585-2355 w PROPOSED WATER FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN THE x FENCE LINE PROJECT. WATER/SEWER CITY OF BOZEMAN 20 E. OLIVE ST, JOHN ALSTON DEPT BOZEMAN, MT 59715 406-582-3200 5. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL CENTERLINE BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT WELDED, TODD GROOVED END OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST BOZEMAN, MW. M, MT 5 ALL ST. ENSE PROPOSED EDGE OF GRAVEL SURFACE PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. CABLE TV BRESNAN COMM. BOZEMAN, MT 59715 JENSEN 406-522-3958 Z SEE THRUST DETAILS AND NOTES ON DRAWINGS. '—' aY 8 sr -sF SILT FENCE LINE MORRISON- 3011 PALMER STREET 0 w 6. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID ENVIRONMENTAL MAIERLE. INC. MISSOULA, MT 59808 PAUL MCGUIRE 406-542-8880 `i JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A FLANGED PROPERTY BOUNDARY COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTOR. ENGINEER OF MORRISON- 3011 PALMER STREET MOLLY SKORPIK 406-542-8880 w � PARKING SETBACK CONTENT MAIERLE, INC. MISSOULA, MT 59808 7. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. O �� ROAD LANDSCAPE P.O. BOX 10242 J W -- B. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY CASHMAN NURSERY SMELLY ENGLER 406-587-3406 APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE ARCHITECT BOZEMAN,AN, MT 59719 ae 8 EXISTING CONTOUR CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. CEOTECH MAXIM MISS DIXON AVE. RICH 406-543-3045 PROPOSED CONTOUR 9. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR THE TECHNOLOGIES MISSOULA, MT 59301 DOMBROUSKI �I COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND SPILL CURB ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO CITY OF P.O. BOX 1230 BOTH THE EXISTING PIPING AND FACILITIES AND TO THE WORK OF BOZEMAN CITY OF BOZEMAN BOZEMAN.0. BOX, 23 59771 CHRIS 406-582-2260 GRADE BREAK OTHER CONTRACTORS, AS NOTED. PLANNING SAUNDERS • • UTILITY CONDUIT 10. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO LOWE'S HIW IINC. CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR LIMITS OF TOPSOIL AND SEEDING SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT ts30CAAD FARADAY A VE SUITE 140 CA.92008 LOCATION. SIZE, MATERIALS. AND INVERT ELEVATIONS. GRAVEL SURFACE 760.804.5300Lv1760.602.1018(F) RtPRAP GENERAL DESIGN DESIGNATIONS CONSTRUCTION NOTES • _ o • x 1 DECORATIVE CONCRETE SECTION (LETTER) OR 1. ALL WORK SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD 'Y }l }; DETAIL (NUMERAL) DESIGNATION - ��l\ SPECIFICATIONS (FIFTH EDITION) AS MODIFIED BY THE CITY OF BOZEMAN, • • • HEAVY DUTY ASPHALT �X_X 2. ALL WATER VALVES SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENT PERSONNEL ONLY. HEAVY DUTY CONCRETE DRAWING NUMBER 3. A PRECONSTRUCTION MEETING SHALL BE HELD WITH CITY OF BOZEMAN, GRAVEL TRAIL LOWE'S CONSTRUCTION MANAGER, GENERAL CONTRACTOR, SITE (OR SAME DRAWING SUBCONTRACTOR AND MORRISON-MAIERLE, INC. PRIOR TO THE START ASPHALT TRAIL OF CONSTRUCTION. -- - I � SIDEWALK Lu ELECTRICAL JUNCTION BOX GENERAL NOTES 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON CULVERT INLET/OUTLET STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS 00 PROPOSED LIGHTING FIXTURE MAY NOT BE SHOWN ON THE PLANS. O CONTROL POINT + COORDINATE POINT B BM-2 BENCHMARK LOCATION AND NUMBER OR EASEMENT CORNER REBAR • • ® NEW MANHOLE W N W Y •t, NEW UTILITY OR TELEPHONE POLE O m 0 HYDRANT Z X X HORIZONTAL DISTANCE VERTICAL DISTANCE U x 1000 EXISTING GRADE Q Q 1 Z Q FLOW DIRECTION ARROW ZLu m FIRE HYDRANT Z cob CLEANOUT w 111 Z c W J OCS CURB STOP Tn — O W Z tea— HEAVY DUTY GATE VALVE V Eu g W t1P WATER BLOW OFF VALVE C7 O M m a M LINE VALVE • co . ORIGINAL 0 AREA DRAIN ISSUE DATE:01112MO PERMITSET CURB INLET ISSUE DATE: 03/15/06 CONSTRUCTION SET PROPOSED GRADES(ADD 4700.00) RECORD DRAWING (DRAWING NUMBER PROPOSED SIGN 07/2007 —^ n Y, HANDICAP PARKING SYMBOL V L • REVISIONS • 0 �o o■ ate' ISSUk INF DATE DESCRIPTION THRUST BLOCK NOTES AND DETAILS THRUST BLOCK NOTES ABBREVIATIONS 1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PL PLATE, PROPERTY LINE BEARING AREA OF THRUST BLOCKS IN 50. FT. ABDN ABANDON FC FLEXIBLE COUPLING HORIZONTAL BENDS 2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST ABV ABOVE FCA FLANGE COUPLING ADAPTER P PLYWOOD TEE, WYE, 90' BEND TEE UNDISTURBED EARTH, AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PIMP PLANT MONITORING PANEL FITTING PLUG, OR PLUGGED PLUGGED BEND ANGLE ADDL ADDITIONAL FDN FOUNDATION PNL PANEL SIZE CAP CROSS RUN 3. REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL ADJ ADJACENT, ADJUST FES FLARED END SECTION PRCST PRECAST (INCHES) Al FA2 45' 22 1/2' BE AS INDICATED HEREIN, ADJUSTED, IF NECESSARY, TO ADPTR ADAPTER FET FLARED ENO TERMINAL PREFAB PREFABRICATED 4 1.0 1.4 d43 1.4 1.0 _ CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL AFT ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PRELIM PRELIMINARY BEARING STRESS(ES) STATED BELOW. FOR PIPES LARGER AHR ANCHOR FF FINISHED FLOOR PREP PREPARE, PREPARATION • • 6 2.1 3.0 3.0 1.6 1.0 THAN SHOWN, CHECK THRUST BLOCK SIZING WITH ALUM ALUMINUM FG FINISH GRADE PROP PROPERTY 8 3.B 5.3 5.4 2.9 1.5 ENGINEER. ALT ALTERNATE FHYD FIRE HYDRANT 10 5.9 8.4 8.4 4.6 2.4 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PRV PRESSURE REDUCING VALVE12 8.5 12.0 12.0 6.6 3.4 4, THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING APPROX APPROXIMATE FLEX FLEXIBLE PS PRESSURE SWITCH, PIPE SUPPORT � N ,PT POINT, POINT OF TANGENCY `��'fLG FLANGE UPWARD RESULTANT THRUSTS ARE BASED ON TEST APVD APPROVEDFLL FLOW UNE PVC POLWINYL CHLORIDE14 123.5 t6.3 16.3 B.9 4.6 PRESSURE OF 150 PSIG AND THE WEIGHT OF CONCRETE ARCH ARCHITECTURE, ARCHITECTURAL16 21.3 . 21.3 11.6 6.0 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT ASPH ASPHALT FIN. FINISH PVMT PAVEMENT Q; 1827.0 38.0 2700 14.6 7.6 TEST PRESSURES, USE THE FOLLOWING EQUATION: VOLUME AVG AVERAGE FLR FLOOR RAD RADIUS 20 33.3 47.0 33.3 1B.1 9.4 (TEST PRESS./150) x (TABLE VALUE). ® AT FOC FACE OF CONCRETE RC REINFORCED CONCRETE24 48.0 68.0 48.0 26.213.6 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RCP REINFORCED-CONCRETE PIPE 30 75.0 106. 75.0 21.0 1 .6 5. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS 8FVLV BUTTERFLY VALVE FSTL FABRICATED STEEL RD ROAD, ROOF DRAIN ''*, PR ARE BASED ON TEST PRESSURE OF 150 PSIG AND AN BETW BETWEEN FT FOOT, FEET RDCR REDUCER VOLUME OF THRUST BLOCK ALLOWABLE SOIL BEARING STRESS OF 2000 LBS/SQ FT, TO BF BOTTOM FACE FTG FOOTING, FITTING COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES BLOC BUILDING F TO F FACE TO FACE REBAR REINFORCEMENT BAR IN CUBIC YARDS AND SOIL BEARING STRESSES, MULTIPLY TABLE VALUES BY BLK BLOCK GA CAGE, GAUGE REF REFERENCE • (VERTICAL BENDS) THE FACTOR (13.33)(p1)/s1/b) WHERE p1=ACTUAL TEST BLW BELOW GAL GALLON REINF REINFORCE FITTING BEND ANGLE PRESURE, PSIG. BM BEAM, BENCHMARK GALV GALVANIZED RELOC RELOCATE, RELOCATION SIZE s1/b=ACTUAL SOIL BEARING PRESURE, PSF. BOT BOTTOM GALVS GALVANIZED STEEL REOD REQUIRED BRG BEARING GND GROUND RST REINFORCING STEEL INCHES a5' 22 i/2' c� 4 1.1 0.4 6. BRAT BRACKET GRTG GRATING R RIGHT-OF-WAY THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD AN 6 7.7 1.0 RESULTANT THRUSTS SHALL BE THE SAME AS FOR CHAN CHANNEL GSKT GASKET SqN SANITARY CHK CHECK GSP GALVANIZED STEEL PIPE 66 B 4.0 1.5 HORIZONTAL BENDS. SCHED SCHEDULE O 8 �8 CI CAST IRON GVL GRAVEL w �g 10 6.0 2.3 7, BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SDWK SIDEWALK 12 8.5 3.2 SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD. CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SECT SECTION 12 &5 3.3 CIPC CAST-IN-PLACE CONCRETE HET HOSE BIB SHT SHEET 8� BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS CIRC CIRCULAR HD HUB DRAIN Sim SIMILAR 16 14.8 5.6 CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SUP SLOPE O Q m 9 THAN 1.0 SO FT, CL CENTER LINE HOR HEADER CLDI CEMENT LINED DUCTILE IRON HK HOOK SP SPACE, SPACED e FITTING SIZE ROD 9, VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME SPEC SPECIFICATION ` wx INCHES SIZE EMBEDMENT EXCEEDING 5 CUBIC YARDS REQUIRE SPECIAL BLOCKING CLG CEILING HM HOLLOW METAL (� 12° ANO LESS 6 30" DETAILS. CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SPG SPACING J s 30' CMP CORRUGATED METAL PIPE HP HORSEPOWER SPRT SUPPORT 10. TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE IN CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR SO SQUARE THE SPECIFICATIONS. CO CLEANOUT HT HEIGHT, HEAT TRACE SQ FT SQUARE FOOT COB CITY OF BOZEMAN HV HOSE VALVE SQ IN SQUARE INCH 11. ALLOWABLE SOIL BEARING STRESS IS 300 LBS/S0. F7. PER COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING SST STAINLESS STEEL COMB COMBINATION HWY HIGHWAY SS SANITARY SEWER GALVANIZED RODS OVER FOOT OF DEPTH UP TO A MAXIMUM OF 1800 LBS/SQ. FT. CONE CONCRETE OR CONCENTRIC HYD HYDRANT • • STD STATION FITTING AND EMBEDDED 12. ALL BENDS 22.5' AND GREATER SHALL BE THRUST BLOCKED, CONN CONNECT, CONNECTION ID INSIDE DIAMETER LOWE'S HOME CENTERS INC. IN CONCRETE (SEE TABLE CONSTR CONSTRUCTION IF INSIDE FACE STD STANDARD CONT CONTINUE, CONTINUED, CONTINUOUS IN. INCH STIF STIFFENER 1530 FARADAY AVE.SURE 1411 FOR SIZES) CONTR CONTRACTOR INFL INFLUENT INSTL INSTALL, INSTALLATION STL STEEL CARLSE CA.92005 COORD COORDINATE INSTR INSTRUMENT STRUCT STRUCTURE CORR CORRUGATED INSUL INSULATE SYM SYMMETRICAL 760 B04.5300(V)760.602,1018(F) CP CONTROL PANEL INT INTERIOR T&B TOP AND BOTTOM • • CPLG COUPLING INVi,IE INVERT TB THRUST BLOCK A/r-417A/2 I�I�AE111911b1�11 C TO C CENTER TO CENTER JB JUNCTION BOX TBC TOP BACK OF CURBIII CTR CENTER JST JOISTTOP FACEn •I NE, CTSK COUNTERSINKJT JOINT PROFILEo 311) ln 'me^� CU FT CUBIC FEET L ANGLE TEMP TEMPORARY, TEMPERATURE bI�1i CU CUBIC LBS POUNDS THK THICK NTS �n�n n�Ius u�oanEn 1�m LF LINEAR FEET THRU THROUGH �u nI_ nenl - CU IN CUBIC INCHan . 1/4" PLYWOOD CULV CULVERT LN7L LINTEL T.O, TOP OF n TEE PLUGGED CROSS WYE OVER FACE CU YD CUBIC YARD LONG LONGITUDINAL TOG TOP OF CONCRETE, TOP OF CURB LP LOCAL PANEL TST TOP OF STEEL an uEi- duEtll u� nlauk OF BOLTS 0 DRAIN ( E) LR LONG RADIUS TIN TOP OF WALL u� L d PENNY NAIL SIZE) "I �, usnr a�l nelu� anc-III ur-:I�m q1 DBA DEFORMED BAR ANCHOR LVL LEVEL TYP TYPICAL I� ' EACH AREA DBL DOUBLE LVR LOUVER Lu lual DET DETAIL MATE MATERIAL UBC UNIFORM BUILDING CODE am- n -➢1=u1 (A/2) 15 1/2 OF DI DUCTILE IRON, DRAIN INLET MAX MAXIMUM UG UNDERGROUND -I��II=11 - 31I ne°° 01rn a°F TABULATED DIA DIAMETER MB MACHINE BOLT LET ULTIMATE - MCC MOTOR CONTROL CENTER °'�maue,lIEIIIF A2 IlruraFEln6ul TOTAL AREA DIAG DIACONAL UTIL UTILITY BEND PLUGGED CROSS PLUGGED TEE DIM DIMENSION MCP MOTOR CONTROL PANEL V, VLV VALVE, VOLT DIMJ DUCTILE-IRON MECHANICAL JOINT MECH MECHANICAL VB VALVE BOX DIR DIRECTION MFD MANUFACTURED VERT VERTICAL O THRUST BLOCK DETAILS ON DOWN MFR MANUFACTURE, MANUFACTURER VOL VOLUME DR DOOR MH MANHOLE NTS DWG DRAWING MIN MINIMUM VRFY VERIFY EA EACH MISC MISCELLANEOUS VTR VENT THROUGH ROOF EF EACH FACE, EXHAUST FAN MJ MECHANICAL JOINT W WIDTH EL, ELEV ELEVATION NIC NOT IN CONTRACT WD WOOD ELB ELBOW NO NUMBER W/ WITH ELEC ELECTRIC, ELECTRICAL NOM NOMINAL W/o WITHOUT ENCL ENCLOSE NTS NOT TO SCALE WE WATERLINE ENGR ENGINEER OC ON CENTER ■ • WM WIRE MESH, WATER MAIN EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER EQL EQUAL, EQUALLY OF OUTSIDE FACE WS WATERSTOP, WATER SURFACE W m EDE SP EQUALLY SPACED OHP OVERHEAD POWER WSTL WELDED STEEL, WROUGHT STEEI 1--- Y EQUIP EQUIPMENT OPNG OPENING WF WEIGHT Z } EQUIV EQUIVALENT P&ID PROCESS AND INSTRUMENTATION DIAGRAM WTR WATER m EW EACH WAY PC POINT OF CURVE WV WATER VALVE z EXC EXCAVATE PCP PLANT CONTROL PANEL WWF WELDED WIRE FABRIC Z EXH EXHAUST PE PLAIN END WWM WELDED WIRE MESH EXP EXPANSION PEN PENETRATION EXP JT EXPANSION JOINT PERP PERPENDICULAR XFMR TRANSFORMER Z Q O EXST EXISTING PH PIPE HANGER YD YARD Z EXT EXTENSION, EXTERIOR PI PRESSURE INDICATOR, POINT OF INTERSECTION Q Q m F FLANGE PJF PREMOLDED JOINT FILLER �- FAB FABRICATE NOTES: LL1> Z 1 FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR W m Z USE ON DRAWINGS AND TEXT", PUBLISHED BY THE AMERICAN m LL_ NATIONAL STANDARDS INSTITUTE INC. (ANSI) OR CONTACT fl) Q Z THE ENGINEER. J 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT Q UJ 2 ALL ABBREVIATIONS ARE USED ON THE PLANS_ Z 7 > N N yU� 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS L co SHOWN m m d (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND SHEETS. • • ORIGINAL ISSUE DATE: 01112N8 PERMIT SET ISSUE DATE: 03/15/00 CONSTRUCTION SET RECORD DRAWING ISSUE GATE: oa04/08 DRAWING NUMBER 07/2007 G_3 EE FOR JOINT DETAIL + 4/� • REVISIONS • \ I D-41 SEE ® FOR JOINT DETAIL \ 4 LOWE'SSITEDATA O ��wh _ — _�-�SIOP SIGN_ _ _ _ __ — _ _ _ — — _ _ KT I, v�.aiD PET RIPTI N 9511E WE - _ D-4 ' - „ DATE DESCRIPTION SACCO DRIVE-SHEET RW-3 - m IH NefAcreeAe: n- h n « Cr - �- ,� � t OSd, Lawe's TnxY 1554 Baxter Tract 21.89 STOP SIGN Tschache Lane Tiad 0.70 _- v[l va--- pa- vc_. - rc -xt- any. _vc__ p0 -pp pp _ Total 38.73 _ _ _ �on�- vnL um---- vr� iRSI.-----°STr °TnIL un �inT----urlL unL - -unL u>4° - -�P>ril--- PSt,L--��_ - r i'\ •-1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — fR4SH-£OMPAC-T6R— Sales— -F� l�ppny1'' OOP Main uddiF/aw 117,347SF. I Ofte Area 3,894 SF. —�� — — — -Y- — —. — oDl. - ReceivingiS/oa9e f0,G82SF. I . •• y OtilityRooms 1.380 S.F. I ° •"a ° °• 'n c K ° ,. v ° •• "� e ." RN1N�' PROPOSED SIGN Uestbules: 1{yJ MainEnbance 1,049SF. S5,;Vg Main 6rR 331 S.F. MATCH EXISTINd Lumber 4BOS.F. CURB UTl MAINSVILD/NG TOTAL 134,563 SF DOUBLE TRAFFIC°GATES° °•,' • I I' 1 • • AVOID PLACING POSTS GardenCenlec THROUGH STORM DRAIN DI 4 TRUCKWELL ' •• Shade Sbuchaas 6,368SF. 1,II�II II ��! '- I Co✓ema'Area 61817S.F. = ��2733N�' r SEE FOR JOINT DETAIL I FI ° l ', J�, I I Open Area 18017S.F =Q --a 1511 WW PAD MOUNTED TRANSFORMER S i Garden Center Total 31,202 .F. I a. r Perking Repuvemenls.- Z Y 2: • _GENER/ R __ �- 1i Lowe's Parking Required ' Standard 810 r'r LE) WEES Handicapped 12 • P.... _> I• t� I I 1 TolaLPa&ng Required 622 � I I + � r+aw=4.s/saxx✓raoosq • �, Local Par*/ng Required • • r- I I • r StandaM 440 I p Handrapped 9 °I f Tole/Parking Required 419M/N 561 MAX $ 116 K WIDE °I'. 1 COVERED AREA I_-_ Panting Pro✓+ded- A• Standwd 460 p' LOCATION OF "LOWE'S GREEN" CURBING PAINTED RED WITH Rend/capped 12 Q w � WHITE LETTERS "FIRE LANE - FLUSH REFERENCE LANDSCAPE PLANS SALES AREA FOR PARK FEATURES ; I I I Toles/ParkingPronned 462 ] gg `I NO PARKING" ® 100' OC yg.p• � I rsm=sa(.cxeNfane0 �w� •r i 5 BLD SE CK e PARKING ETBACK 10 NO PARKING - FIRE LANE 10 NO PARKING - FIRE LANE WHEEL STOPS j ,I. ,•` 8' CONCRETE SIDEWALK I— D-4 24" CONCRETE CURB ! D-3 SIGN D-3 SIGN I ) ° 35 ••� ° AND GUTTER (TYP) OPEN AREA 61 D-4 CUSTOMER LOADING DECORATIVE CONCRETE NO SIGN PARKING J FIRE LANE 10 I I $7'p S° OLLARDS I A5 ALT AL� PAVING LEGEND 0 R STOP SIGN CANOPY PAINTED SOLID CONTRACTOR TO PROVIDE SHOP 9 _ (n�n YELLOW LINE DRAWING DEPICTING JOINT D-4 _ D-3 L_/1 a �1 PAINTED SOLID CONFIGURATION AND CONCRETE 1 I I I I LLLj D-3 WHITE LINE PATTERN, TYPICAL REFERENCE ��DECORATIVE CONCRE E O �- - SEE ® FOR JOINT DETAIL 2' WHITE SKIP NOTE 6 I I ,� J D-4 � I 1 I HEAVY DUTY CONCRETE PAVEMENT D-4 ® 4' OC ® 45' D-4 ...' + I MATCH EXISTING �(x�C �(xX> DECORATIVE CONCRETE 1 • • ♦ FWSH ® ® o lilt , \ I CURB AND GUTTER \/ \ }/ V l LOWeS HML INC HEAVY DUTY ASPHALT 1530 FARADAY AVE,SURE 140 D-4 CARLSBAD,CA 9200B 760.864.53001V1760.918,9112 IF STANDARD DUTY ASPHALT 0-4 • • I' it "'• "'6 d I I ASPHALT TRAILHEAVY DUN © '•'D_ i y , I ♦ OR ASPHALT PAVEM NT - -_ - I--- -- -- - - - -- � --- - � I I - -- - - --f -- -- - _-T-__ -- — -- --T --T� T--- T - T -r -- 3 r CONCRETE SIDEWALK D-3 - -- -----2 ---- -- Y?I ------ --------------- 1 - ��--------- - -- STOP SIGN n r _ -- 26• g' I �I i - - GRAVEL TRAIL I — [� F — - - HANDICAP SIGN D-3 N I I I w ¢ (24) 10' S E SPAC 18" ADJ. TO 6'.WIDE 26' /\ I ¢ I UA CURB ttP. SIDEWAL L y 1 I HEAVY DUTY ASPHALT GENERAL NOTES D_3 PAVEMENT I N 30' I 01 D-3 D 4 1. CART RETURNS TO BE FURNISHED AND INSTALL OF 7" I .III INSTALLED BY LOWE'S. 6' WIDE I PIN DOWNN CURB 13 O 6' WIDE SIDEWALK 2. ALL STOP BARS, PAVEMENT DIRECTIONAL -- SIIDDEEWWALK _ Q I D 3 I I ARROWS, PAVEMENT MARKERS AND CROSSWALK CA T RETURN RACKS D-3 STRIPING SHALL ADHERE TO CITY OF BOZEMAN 0-3 FU NISHED AND ,i \ STANDARD DETAILS. 3 TI-i MATCH EXISTING 3. CONTRACTOR TO CORDINATE LOCATION -I P) D-4 - -- MRRAFX GurrER OF SIGNS WITH UTILITIES 4. ALL PEDESTRIAN RAMPS SHALL ADHERE TO THE o - p i AMERICANS WITH DISABILITIES ACT AND CITY OF m BOZEMAN STANDARD DETAILS. 1 _d 5. DECORATIVE CONCRETE COLOR TO CONFORM TO -SOLID + ARCHITECTURAL GUIDELINES FOR THIS PROJECT, PAINT D 1D.4" E 6 +i ' CONTRACTOR TO SUBMIT COLOR SAMPLE TO ARCHITECT sT w E B AN D 1 WHITE LINE (TYP) 0-1 � - RAMP STOP SIGN' I ' AND ENGINEER. � I b - NO. 02529-BA, TYP I Q o D 123A 4 _ 4 I 0 3 ; I 1 1 I 6. CONCRETE PATTEREN SHALL BE BOMANITE "RANDOME Q STONE" PATTERN OR APPROVED EQUAL, TYPICAL m I--- .p I CONCRETE COLOR SHALL BE MEDIUM BEGE (EIFS), U) o S� ASPHALT TRAIL D-3 TYPICAL H O LLJ I - W Z :>: qq ,I SL d D o PROPOSED SIGN � d V- Q INSTALL COB STANDARD BAEELEVAION ° � QI PEDESTRIAN 4724.5' nw130' D13 Al Igo P DEWATERING IS a MATCH EXISTING 6' STOP SIGN 1 I �L1 CURB AND GUTTER (• _ + D-3 REQUIRED FOR_s It Z O N -- -- - _ Lij __ _ _ u� -- -- — — --. — — — — - - 6 ---- --- ----- -- - - ----- -,._ - - - Cn -- - --- ---- ---- --- --- --- --- -v— °s 1h - - a .fl -- --- -- -- - - -- ------- • ff� ---------------------------- ORIGINAL � •; SITE WORK ORIGINAL J OOm : }.f 5_� it ISSUE DATE 012/0e IERMIT SET ISSVE DATE: 03/15f00 MATCH EXISTING .I — �- `� coNSTRucnoN SET CURB AND GUTTERci 4/04106 RECORD DRAWING DRAWING DRAWING NUMBER: ... - y G� .o 07/2007 - ,i NORTH 19TH AVENU I • REVISIONS • Ii I '�i Issue�wie cosr�o se, i 1 DATE DESCRIPTION\ TAP EXISTING 12" i WATERMAIN PER CITY OF GENERAL NOTES: BOZEMAN STANDARDS N T \ MAINI. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL EDGE 0 EDGE 4" GAS ' STUB T SEPARATION BETWEEN WATER AND SANITARY OR STORM DRAIN MAINS. S CONNECT TO EXISTING \ - 2500 GAL ANDERSON PRECAST 58 LF UTILITY 2. ALL WATER MAINS AT SANITARY OR STORM DRAIN CROSSINGS SHALL HAVE AN 18" SAND/OIL SEPARATOR SEWER MAIN PER CITY CONDUIT - \ / ® VERTICAL SEPARATION FROM THE SEWER PIPF UNLESS NOTED ON PLANS AND OF BOZEMAN STANDARDS S GAS AIN OR APPROVED EQUAL D-3 STUB � � 14 APPROVED BY GOVERNING AUTHORITY. it D-3 WATER LINE B ELECTRICAL STUB 30" RCP - -1 SHEET RW-3 I 3, THE CONTRACTOR SHALL COORDINATE ALL UTILITY SERVICE CONNECTIONS TO THE 10' PARKING/BUILDING CONTRACTOR SHALL PROTECT I 1 BUILDING WITH THE ARCHITECTURAL PLANS \� I I_ SETBACK 4" GAS MAIN ALL UTILITIES DURING INSTALLATION - -- 8,"PVC _ _ -- -__ _ -.- _ _ _ _ _ _ OF GROUND SIGN. SEE ARCHITECURAL , 4, ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC, IN ACCORDANCE WITH ASTM D _ PLANS FOR SIGN PACKAGE _ 3034, UNLESS OTHERWISE NOTED. N - w---W-. 5. CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO 23'FROM T86_-_- EXISTING CITY WATERLINES OR OPERATING EXISTING VALVES uric--mc= Url Po- ro rt�Lw- _Pv - - - - w __ • • 55 LF UTILITY 18" HDp Lf§IQ' ` '- w- -w I 6. WATER MAIN PIPE MATERIAL SHALL BE CL 51 DUCTILE IRON PIPE. ALL WATER MAIN CONDUIT I I 18 DPE 18" HDPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET (78 INCHES) WITH 15" CMP OR HDPE 0-3 II I _ s -_,- _ r`-' RESPECT TO FINISHED GRADE, OR DEEPER AS SPECIFIED IN PROFILE DRAWING OR TO CULVERT S _ OBTAIN A 18" MINIMUM SEPARATION FROM SANITARY SEWER OR STORM DRAIN MAINS. = • N7�'' _ o `'SIC= 2.0' -11 CONTRACTOR SHALL PROTECT II • -- (--� I -. 57 LF UTILITY 20.0' FROM TBC r- 7. THE LOCATION DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS ALL UTILITIES DURING INSTALLATION I, - - - - -- 1 r` - L --T CONDUIT© 157.3 pQ APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, OF GROUND SIGN. SEE ARCHITECURAL �w-{-. D-3 ° APPROX. LOG. DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO ;Z z PLANS FOR SIGN PACKAGE L I' I GRAVITY SEWER MAIN I CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE a 30 JCT. CAN %h I. I SHEET S-1 GAS SERVICE LINE - TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER 5' BUILDING SETBACK 21.0' FROM TBC PROTECTION WHEN LOCATION IS KNOWN. � i` T I CAS METER W/� �; �� _ I ELECTRICAL LINE a BOLLARDS D_3 - ~,C;<\ a TRANSFORMER / B. THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND 8' PARKING SETBACK MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY r� r • • _ I BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR .I o GENffl�TOR I7ra ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. I� THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT a - --- - CONNECT TO EXISTING II BE MADE. LOWERS GAS MAIN _ r a V FF. SANITARY SEWER SERVICE x � A ACKFIL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING a[ na 6" SANI AR SE E SE 9 ALL L 0 i B D - i.Z-r lg N 8 If i1`- I APPROX. LOG. OF II UNLESS DIRECTED OTHERWISE BY ENGINEER. ADDITIONAL BEDDING SHALL BE '� r2" IRRIGATION L NEPROVIDING v%�-- _ I _ STORM WATER LINE it EXISTING SWITCH I I_ jl INCLUDED IN THE UNIT PRICE RID FOR WATER, SANITARY SEWER, AND STORM DRAIN O A SHEET SW-2 WATER FROM BUILDING W/ EF, - - GEAR I YI 1 MAINS PER LOWE'S SPECIFICATIONS.INTERIOR METER - r r v x m2" IRRIGATION SERVICE I I t0. ALL VALVES SHALL BE INSTALLED WITH HRUS BLOCKNG AND VAL E BO ES W/ INTERIOR METER ---- -_ _ ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS. �' w I I"�" STORM WATER LINE 6 � " DOMESTIC SERVICE Cm 2 D ES I_ B SHEET SW-3 II 11, ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, 4 gm 10" FIRE LINE I _ FIRE DEPARTMENT I p TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH DETAILS J e W e I' ` - _� 35 LF UTILITY ABOVE, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS INDICATED ON THE CONECTION -- m_ CONDUIT PLANS. d e I 'r D-3 12, THE CONTRACTOR SHALL NOTIFY ONE CALL ® 1-800-424-5555 FOR ONSITE UTILITY Q n R LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. O 13, THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF 'I JS I I"' � -�_ ,•�,��-.-�.� F _ __ � MANHOLE TO EDGE OF MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN II i�5 _ - _ �, _ �. yy ���, 1 MAINS, THE DISPLAYED PIPE LF REFLECTS THE DISTANCE FROM CENTER OF • • _ -_ _ w _ �°k may; J MANHOLE TO CENTER OF MANHOLE ON ALL GRAVITY MAINS. Y .'. W� . Wes{ N LOWE'9 HIW.INC 10 DI ,, -�°s N� 16.a' --- -- ;: - f , - 1 a, WATER AND SEWER MAINS SHALL BE EXTENDED TO LOT LINES UNLESS NOTED 1530 FARADAY AVE SUITE 140 _ OTHERWISE. .',C L' `I iC 1• t - - 115.6' CARLSBAD.CA.92005 t -PVC - -BD Lam_--' -_ - -1 L -- -. - SD - - --� PERFORMED Y A 1 ENSED PLUMBER, .1 ` " 1 SEWER AN WATER CONNECTIONS SHALL BE B LC-t- I 5 SE E D E 780.804.5300(V)760.602.1018(F) I' -- INSTALLATION F I TI T A UR 6.S • -- T D U UTILITIES 0 ASSURE _ - - STREETS R GRADED PRIOR 0 - -- I -- - _ - - - -- r -- - T BUILDING SETBACK i6. ST EE S TO 8E OUCH G DE 0 --- - o (2) 3" PSG--1 EEHQ MUN1 T>>J147� _ FEET OF MINIMUM COVER ON WATER MAINS OR DEEPER AS SPECIFIED IN PROFILE -- - 1 ti.0' m w _ - � � - CONDUIT '-15E NOTE -"-�_� WI- DRA NGS. WATER LINE C _ `-�' �_ _� + - -. __ �� 25' PARKING SETBACK SHEET W-2 II 17. LOCATION OF SHE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE • , • - - - f_ ® - UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY - - STOR LINE- _I E 35 LF UTILITY - a P w UTILITY COMPANIES. - - AT WITH T ES. I - LOCATION SHALL BE COORDINATED W U L CO _ A SHE ��W-2 - - -}- N UIT - - COD Z - - f 8 _ 0-3 g 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE IN FEES _ 1 " FI P - - 5 D w I - REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE a tA }73.5' I V BUILDING. IN WATER E LINE A Q - -- --- -- S I SHEET W-1 14.3' �If U 19, ALL WATER, STORM DRAIN, AND SANITARY SEWER LEADS TO BUILDING SHALL END 5' 3-- - - - HDPE 5 L_ In OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH P ui 2500 GAL ANDERSON PRECAST 46.0' I._ --_- a TEMPORARY PLUG AT END. -- - - - -SAND/OIL SEPARATOR OR - - - w- _ _ -�- _ 4 I _ 1 t"' 20. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING I l 10` 1 APPROVED EQUAL 14 II 3.- -.,o- - - -- -- - I ..J--- -- ---- - -_ D - ' _ JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. D _3 - - 21. REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, AND IRRIGATION ( , CL� 223.5• REMOVE HYDRANT & CONNECTIONS, _ © ® CONNECT TO EXISTING B" O 169.5' 22, GENERAL CONTRACTOR TO TRENCH FOR DRY UTILITIES(NATURAL GAS, ELECTRIC, _ I 169 5 I LEAD. RESET HYDRANT AS I I SHOWN ON SHEET W-1. TELEPHONE AND CONDUIT). DRY UTILITIES TO BE INSTALLED AS NOTED IN 108.7' _ • ---- •.J AGREEMENT WITH THE DRY UTILITY COMPANIES. - - - �•,r 23. FIRE HYDRANT ASSEMBLIES TO BE INSTALLED PER C.O.B. STANDARD DRAWINGS, -� ---"- -- -_. - 4 BUILDING PLANS FOR LOCATION OF WATER METERS FOR DOMESTIC AND --am - - - --- 25' PARKING SETBACK' I _ �i- _ -- - - _...__ ___--_ _ --- - w�----__- IRRIGATION SYSTEMS INSIDE THE LOWE S BUILDING, SEE LANDSCAPE PLANS FOR LOCATION OF METER FOR LANDSCAPE IRRIGATION SYSTEM. 25. GENERAL CONTRACTOR WILL PROVIDE 2'■2'x6" THICK CONCRETE APRON AT ALL Y II �-�' BUILDING SETBACK" CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING. m - o { � �.-�, ��•� _ 26. ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUN'?. - FROM ROAD RIGHT-OF-WAY TO TRANSFORMER LOCATION. LI IIii TAP EXISTING 12" CONTRACTOR SHA CT - WATERMAIN PER CITY OF ALL UTILITIE INSTALLATION 27, GENERAL CONTRACTOR SHALL FURNISH (2)-4" TELEPHONE CONDUITS) AS SHOWN VBOZEMAN STANDARDS OF GROU SEE ARCHITECURAL ON PLAN, VERIFY LOCATION OF TIE IN AT TELEPHONE COMPANY'S SERVICE LINE Q m PLANS FOR SIGN PACKAGE PROVIDE NYLON PULL CORDS INSIDE CONDUIT. Z i " I III _ 28, DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. Z F' 29 ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE" W Z 0 STANDARD SITE SPECIFICATIONS, Ed 30. REFER TO FIRE PROTECTION SHEETS FOR LOCATION AND DETAIL OF FIRE LINE LEAD a O Q Z IN. C n G Q Z� 31. FIRE LINE SHALL BE INSTALLED FROM MAIN TO FIRST OS&Y VALVE INSIDE BUILDING W w BY SITE UTILITY CONTRACTOR. W J N W z ?> 0 1•�r 1 n 32, CONTRACTOR TO BE ADVISED THAT GROUNDWATER DEWATERING IS REQUIRED FOR THIS W F"" 0 PROJECT. C7 J m m Ii (PRIOR TO REDUCTION) 33. SAND/OIL SEPARATORS TO UTILIZE 6" INLET AND OUTLET PIPES. CONTRACTOR TO •ORIGINAL • SUPPLY 6" 3034 PVC PIPING TO PRECASTER, INLET TO BE LOCATED ON SIDE WALL ISSUE DATE:01112/08 AS SHOWN ON SHEETS SW-2 AND SW-3. PERMIT SET ISSUE DATE: OY15M CONSTRUCTION SET ISSUE BRECORD DRAWING ,IGNPE 07/2007 G_5 I • REVISIONS • LEGEND /�aae-ego sEr aosr mo SET \/igS11E fU,F t�16511E MTE FOUND PLSS SECTION CORNER OF DATE DESCRIPTION RECORD 3 FOUND 1 1/4" YPC MKD. O "MORRISON MAIERLE", w OR AS DESCRIBED 7 n 7 9p FOUND REBAR, NO CAP 6 MAN VI E LN. ❑ FOUND 1 1/4" YPC MKD. "SS&G" e'4'17FR G THI Ov P"N 3 FOUND CONC. R/W MON. PROJECT NER 51MMCNS� I M NA UTILITYCESS AND EASEMENT 8 OAK ST. ONTA GARD Z STATE OF OC NO. 2143197 SET%" REBAR 18" LONG WITH 2" ALUM W 17(26) 0692.. TILITY E BI SC I CAP MKD. "MORRISON-MAIERLE, INC. • • -- - - b' - I l 90' ACCE EN I_ ___ EXISTING EASEMENT, AS DESCRIBED - 4 r _ _ _ C.O.S. 1 MC {�1 ,.r T _- - 50.90' Q = 7J�6, � � '"a33iv'^1�, DURSTON RD ��P a v1''•r - E .0 - 47 - - -51f NOT 1 297:00 76' 13AXTE 680. R LANE � _ _-_. r 50.00' 50' DEDICATION J.- - - f� -� - �� ��)� r 1• STONERIDGE MINOR S66'39.20"E E�79 36. _ / WEST MAIN Si. I, 2 SUBDIVISION 25' ACCESS AND R_ 6, \•' I� I ( UTILITY EASEMENT �` 197.82' - -7 2.47•. 99 FM 120 o -_ ANz)gO:T \ • PUBLIC ACCESS EASEMENT RELEASED - -- - ` 0�7734'03" DOCUMENT NOS. 2144534 AND 2170762 �` 4gq - r.F, „L- - VICINITY MAP 17(21,23,24,25) " Oro ?Al �*� . \ _\ NOT TO SCALE �; , �{j fD \MINOR „� DEMOLISH EXISTING (RO4p GR40f - - _ _ � �-• '� M 13 G N ] 30' MUTUAL FENCE Si0NE5OB0N1510 ACCESS EASEMENT - - `'- \\ wy zg OC. NO. 2172683' - -•. � \ �~�v"'�q g`�tj 17(28) NOTES /••� w 4 \ 30' UTILITY I \ \ 1. SECTION CORNER IS A CHISELED "X" IN AN EXISTING SANITARY SEWER EASEMENT S88'10'S7"E I - e\ MANHOLE LID. < 3x TONERIDGE 196.18' L L� ig MINOR 2 P.O.B.O B 2. FOUND A "PK" NAIL FOR A N A CORNER BETWEEN SECTIONS 1 AND 2. THIS _ O SUBDIVISION \ A CORNER IS 3,51 FEET SOUTHERLY, ALONG SECTION LINE, OF THE SW CORNER R j -- 41' - x •' ,k.'.•.;.','. OF THIS SURVEY, nl�'�� A -_ I LIMITS OF FENCE DEMOLITION _ °^o. 3. ALL WETLANDS ON SITE HAVE BEEN DELINEATED. PERMITS FOR JURISDICTIONAL m 30' MUTUAL i_n • • DETERMINATION HAVE BEEN SUBMITTED TO THE U.S. ARMY CORPS OF ENGINEERS, �,, ACCESS EASEMENT I AND ARE PENDING. • • atT/30' MUTUAL OC. NO. 2147261 m ACCESS EASEMENT e 4;"1 1 D' 1 7(27) LOWE'S HOME CENTERS,INC, DOC. NO. 2197261 "' Y0. TRACT 2B2 ro VERTICAL DATUM 1530 FARADAY AYE.SUfTE 140 17(27) 2322 acs. CARLSBAD.CA.9Y005 i e 10115095q-ft. DATUM IS NAVD 88 AND IS BASED UPON GPS-OBSERVATIONS REFERENCED TO FIRST ORDER CLASS 11 NGS BENCHMARK "BOZEMAN SOUTHEAST BASE" (INCLUDED 760.804.5300 N)760.602.1018(F) TRACT 281 _ IN THE HORIZONTAL CONTROL TABLE ON THIS SHEET AS CONTROL PONT NUMBER c ELEVATION 1) WITH 15.93 acs. .o • '?;ZA' •• •••••• CONVERSION TOCIT/AOFN AS 4712.41 FEET. B ZEMAN LOCAL VERTICAL DATUM.7 31 FEET FOR UM. 35' ACCESS AND = 694000sq.ft. li _ �•.I,.ti •�Zibfi' o� UTILITY EASEMENT - ••' ',C.05• NIT • • STONERIDGE MINOR L •�T IA. #2 SUBDIVISION c •;;;• LEGAL DESCRIPTION(LOWE'S PARCEL ti'...'.'.'.'.'.'.'.'.'.'.'.'.' A TRACT OF LAND BEING LOCATED IN THE NORTHWEST ONE-QUARTER (NW 'A) OF 4� SECTION 1, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P,M.M, CITY OF BOZEMAN. it I;:::; w• GALLATIN COUNTY, MONTANA. MORE PARTICULARLY DESCRIBED AS FOLLOWS; •+�• •• COMMENCING AT THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M.; THENCE S01'49'03"W ALONG THE WEST LINE OF SAID � , o� ��„•'•:•',;•;•;•;•; ; ;•;• SECTION 1 A DISTANCE OF 344,18 FEET TO THE POINT OF BEGINNING OF THE ui _ •T•,•3,•,•,•,•,•, ,•,•• PARCEL BEING DESCRIBED; THENCE, LEAVING SAID SECTION LINE, S88'10'57"E A DISTANCE OF 796.19 FEET; THENCE SO1.49'03"W A DISTANCE OF 668.11 FEET TO THE BEGINNING OF A 315.00 FOOT RADIUS TANGENTIAL CURVE CONCAVE TO THE \`, ��4' '.1.' .'�'.:•;••.;•; NORTHWEST; THENCE ALONG SAID CURVE AN ARC LENGTH OF 82.47 FEET; X THENCE S16'49'03"W A DISTANCE OF 7.90 FEET TO THE BEGINNING OF A 290.00 FOOT RADIUS TANGENTIAL CURVE CONCAVE TO THE SOUTHEAST; THENCE ALONG O \ \o \ --- - " ^ .'N.'.','.'•' SAID CURVE AN ARC LENGTH OF 75.92 FEET; THENCE S01'49'07'W A DISTANCE ,, N, \� _ INSTALL NEW 4-STRAND BARB OF 83.86 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF LOT 5, BRIDGER R=31500' •,•,',• WIRE FENCE EXACT LOCATION PEAKS VILLAGE SUBDIVISION; THENCE N89'03'24'W ALONG THE NORTHERLY TO BE DETERMINED IN THE FIELD BOUNDARY OF SAID LOT 5 AND THE NORTHERLY BOUNDARY OF LOT 11, BRIDGER -82 .0-15'00'b0" - - PEAKS TOWN CENTER SUBDIVISION PHASE n A DISTANCE OF 390.36 FEET; YN8610'57W 50,60'NOP49'03"E THENCE, LEAVING SAID NORTHERLY BOUNDARY, NO1.49'03"E A DISTANCE OF 85.41 G7 3 IB3.56' JEN � 'I FEET TO THE BEGINNING OF A 30.00 FOOT RADIUS TANGENTIAL CURVE CONCAVE .yl� L=35.96' TO THE SOUTHWEST; THENCE ALONG SAID CURVE AN ARC LENGTH OF 17.98 FEET R=60.00' TEMPORA '03"W 1) ...DEMOLISH EXISTING 1 TO A POINT OF REVERSE CURVATURE AND THE BEGINNING OF A 60.00 FOOTTRACT283 0=3420'16" BASIN T FENCERADIUS TANGENTIAL CURVE CONCAVE TO THE NORTHEAST; THENCE ALONG SAID Z 0.83 acs. L=17.98' .2' -" CURVE AN ARC LENGTH OF 35.96 FEET; THENCE N01'49'03"E A DISTANCE OF36282 sq.ft. R=30.00' 00' 50.60 FEET; THENCE N88'10'57W A DISTANCE OF 183.56 FEET; THENCE0=34'20'16 59'S7" ;.1 501.49'03'W A DISTANCE OF 189.84 FEET TO A POINT ON THE NORTHERLYZ BOUNDARY OF LOT 10, BRIDGER PEAKS TOWN CENTER SUBDIVISION PHASE II;85.M44.94' B6'- - I __ _ - I 1Y.- _ DISTANCENOF08399 FEET TO AE POINT ONLTHEOWEST BOUNDARY OFOF SAID SECTION 1; J u a _ SEE NOTE 1W.2� -- B9,J)3�4, _ . THENCE - THENCE N01'49'03"E ALONG THE WEST LINE OF SAID SECTION 1 A DISTANCE 0P Q 602.68' ICIli 927.99 FEET TO THE POINT OF BEGINNING S --- N - - Q 11 _oa 1316.29' W Z --- - EXISTING WATER HYDRA IT - �__ _ _' " - _ --_ --- - _ - - - - SAID TRACT CONTAINS 15,93 ACRES OF LAND, MORE OR LESS, AND IS SUBJECT 0 Q II , . TO BE REMOVED AS 90 ACCE55'-AMp - TO ALL EASEMENTS AND/OR RESERVATIONS AND/OR DEDICATIONS EXISTING, cd g NOTED ON SHEET W-2 UTILITY EASEMENT ,. 3 1 LI IIIj PEp,KS P 5 20OFM366 iRAC t2ASF SHOWN, OR OF RECORD. Z 11 R 17(1 g) G O S,T ND HORIZONTAL CONTROL W 0 O I� 10 BRIDCENTER II 1 BRIDGER ERL 50' RADIUS TEMPORARY (VISION W CC Z 2 TOWN ON T SE 1 LOT 11 N PHASEL 1 CUL-DE-SAC EASEMENT LOTL�GE SUER. PT _N_ (COORDINATES ARE LOCAL) _ ` K5 200FM366 KS CC � 0 aCC Z 1' UB DINER PEAKS SUBp1�ER PEA L TO BE RELOCATED ER PELIP 5 OGO 1A LIMITS OF FENCE DEMOLITION � G B ( ) B PHIL POINT NORTHING FASTING DESCRIPTION Q' Q n R OR 17 19 BRIDGE x NUMBER (FEET] (FEET) Z w CP-206 26324.63 5758.39 YPC/SSG LL h- L1J N LU N 0 N DEMO 132 LF OF X 0 0 CURB AND GUTTER CP-1 30263.99 8426.64 BASE (D W J m m ,I h BEGIN STA 0+60, • a• CP-214 27658.35 5071.74 SEC 63 FT RT END STA CP-216 27642.65 5368.34 RB-BENT ORIGINAL �I111 1+92. 17 FT RT w T w rsrr 1I ISSUE DATE: 1I1ZI08 CP-222 27466.38 6430.79 YPC/SSG PERMIT SET BASIS OF BEARING ISSUE DATE: 03/15/06 Ii �II.I NOTE; RECORD DRAWING CONSTRUCTION SET �� BEARINGS ARE GRID DERIVED FROM CPS OBSERVATIONS WITH SURVEY- CP-1, NGS DESIGNATION "BOZEMAN SOUTHEAST GN ISSUE I ` GRADE RECEIVERS AND REFERENCED O7/2007 DRAW DRAWING NUMBER: IITO THE MONTANA COORDINATE BASE" LIES NORTHEAST OF THIS SURVEY SYSTEM, SINGLE ZONE. N D83 AND CAN NOT BE SHOWN ON THE MAP AT THIS SCALE G 6• • • REVISIONS • PP IDMT PDS'f 91°9ET I DATE w�DESCRIPTION I I NOTE TO BIDDERS: TRAFFIC SIGNAL PLAN SET COMPLETED AND SUBMITTED TO MONTANA DEPARTMENT OF TRANSPORTATION (MDT) FOR REVIEW PI = 12+36.70 (RT) STA 14+55.72 22.5 LT I AND APPROVAL. A = 02*03*05" MH C3B I R = 1000.00' (NOT SHOWN IN PROFILE) I T = 17.90' INSTALL 4' MH OR CB I L = 35.80' W/ CURB INLET W/0 SUMP I E = 0.16' TBC 4728&41 STA 12+28.95 34.57' LT MHC3B IE (S) 4723.14 MH C2B (NOT SHOWN IN PROFILE) END NEW CURB INSTALL 4' MH OR CB AND GUTTER W/ CURB INLET W/0 SUMP INSTALL 6.6 LF OF 12" RCP O 0.22% ¢ I �. • • INSTALL C.O.B. TBC 4725.00 APPROXIMATE LOCATION 3 I VALLEY GUTTER MHC28 IE (S) 4722.62 OF EXISTING DRIVEWAY J I INSTALL 44.0 LF OF 12" RCP O 0.22% STA 10+63 f - - - - - - - - - - - - - - - - - - - - - - END NEW CUR - z I U ;��l,3Asy�s I APPROXIMATE LOCATION OF INSTALL 15.8 LF OF MDT RIGHT-OF-WAY II II 12" RCP O 0.22% J 3 EXISTWG R W AND GUTTER w / EXISTING SIDEWALK " 2 MATCH EXISTING 2 REMOVE 84' OF a_ ��� INSTALL" CP 4® 227 F INSTALL STANDARDTY DRIVEWAY O �. CURB AND GUTTER O + + STA 12+54.60 TO LAYDOWN CURB 35LF TEL ae'T9c L-----_- _ APPROACH CURB AND GUTTER STA 13+84.60 - oo ------ - a9 TAPER t0•,1.,- Tac _ ------- --- - -11 N Om t 28, .µ M 4 - ' y -- T _--� --- -' -- -- r SD - --- A - -------- O 589'08'05"E _ ~.,.e w NBS'4E`50"E p } I-i - H I--T�-.- ++-1-I } w'r�� r-i-rT�_ - S87'33'36"E o - «----- • wo 215.70' MH o O T-r.-o -_ - _o O ��- F- A N _ o 0 390.04 MH 3A 1 - HCSA -v- _ 1-1-I s -U IL Y -> ^tea 1 - GRADE-TO ®RAIN ' �'- --'- - TEL TELMH-C4A - _ -- - y 337.87' MATCH E%ISTINC tip, ,>e - -+ _ _ o CURB AND GUTTER - -. PEDES7 - I'-'- - - - _� -_- - - - - - -_LF_ ,� ( S>�,L_,�I-'�- - - - tie6° - -tip APPROXIMATE - - _ - INSTALL 42.8 LF - - _ -- INSTALL 38.4 LF OF + INSTALL 40 i,:^ STA 18+91.34 22.50' LOCATION OF 15" RCP > CITY STANDARD , � (NOT SHOWN IN PROFILE) 12"RCP O 0.22R + SIDEWALK INSTALL 4' MH OF WETLANDS O 0.15% I o, I O a A W/ CURB INLET INSTALL 5 LF 1�:C I STA 14+54.75 22.50' RT PVT::.-. I �; �' TBC EL 4728.59 0 STA 21+74.96 22.50' RT EXISTING 48" E0. GRADE DITCH w I F.E.T.S. APPROx 6LF n 1 ) MH C3A I MH C5A IE (N) 47124.09 (NOT SHOWN IN'PROFILE) OD w , ARCP CULVERT TO WETLAND ® 0.5% II _ WITH OUTFACE RW_1 I (NOT SHOWN IN PROFILE) OF EXISTING 39 LF I i i MH C5A PROTECTION O INSTALL 4' MH EXISTING CULVERT OF EXISTING MATCH E%ISTING PROPOSED INSTALL 4' MH 0 Q IE(OUT) 4722.10 w W/ CURB INLET ABANDONED, FULL OF SIDEWALK I (- I I CURB AND GUTTER CONCRETE W CURB INLET STA 12+25.21 22.50 RT U , SIDEWALK / STA 32+50 TO 25+50 CONTRACTOR MH C2A w TBC EL 4726,41 DIRT, REMOVED. 1 I. STA 20+50 TO 22+50 TBC 4727.94 TO GRADE 2% FROM SIDEWALK 3 s\ 0_ MH C3A IE (N) 4723.24 %ISTING SIDEWALK ' MH C5A IE (N) 4724.71 (NOT SHOWN IN PROFILE) f LOWER THAN ROAD I J, I ,I PROPOSED ASPHALT TRAIL CONTRACTOR TO GRADE TO TOP BACK bFCURB _ f I PI = 25+44.53 LT INSTALL 4' MH p INSTALL 55.6 LF I 2% FROM SIDEWALK ( ) Oa❑ ` W/ CURB INLET U REMOVE 24" RCP CULVERT II TO TOP BACK OF CURB R = 0V16' 7" y TBC EL 4725.38 EXISTING IE (E) 4723.28 II Q MH C2A IE (N) '+ 22 REC=4721.B2 CULVERT IE (W) 4723.00 I I' -, MH C2A IE (W)�-r-REC-4721.53 ' PI = 18+97.79 (LT) L = i i L42' Z MATCH EXISTING I 4 = 03-37'34" E = 0.31' • • \ MH C2A IE (S) 4722.13 I NOTE: 1A CURB AND GUTTER ;�' I I I R = 8000.00' I� LONfE'S HIW.INC. y }:� I T = 253.24' 1. ADD 4700.00' ON FINISHED GRADE ELEVATIONS. �G \ 3't I I L = 506.31' -N- 1530 FARADAY AVE.SURE 140 CARLSBAD,CA 92100 my I E = 4.01' 2. TBC GRADES AT PEDESTRIAN RAMPS DO NOT TAKE INTO ACCOUNT PED RAMP LAYDOWN. CONTRACTOR 760.804.53D0(V)760,602.1018(F) SHALL INSTALL IN ACCORDANCE WITH COB STANDARDS. •_ _• I ;I 4.0' I ' � I �aM�,u ww,s=sue �o I \ 3. STATION OFFSETS INDICATE TBC FOR ALL CURB INLETS. DITCH SECTION R W-1 NO SCALE BAXTER LANE iI L w Nr = ns. 6 I I H GH POINT E EV = 4728. 9 OW ST A = 1+7 I'�, H CH POINT E EV = 4729, 6 _ I STA ..21. .5 = 4745 - - -- - Pul a. OW POINT TA - 12+2 __ _ _ - IGH POINT TA ,19+5 HIGH POIN-TA 24!50 TS 24+41. 0 j 1 W PCINT EL V - 725. 2 -- -- -- ---- ----- --- - _ - -- - - - - - --- '--- - -- - -- -- ---- - = 7 pp - -- -- - -- - - - -- -- -- - - - I - - - - - ' PVI€LEV- _4729.12 f_- - -- - -- - - -- -- -- - -- -- --- PVtELf'V- i729.3 - -- - - - I A.D 100 `- W - ,PVI STA 12400 --_._._ -=.. - - I I', a A.D._= 1.00 - - -�-- K.=._ SODD --- - -- - - - _ _112 f ------ -- - - ------- --- -- K = 379 AD 4740 PVI!ELEV 4725.37 - ! K OS'DO'- 150 VC 3 47a;I V -K.= 0000 - -- - - _--- __ _ .3�-0 = I 150 VCR __. - h - __t------__ II. a moron a- I_ - - _._ -� N �. oo n a I . 4735 �a - z,r - - - - 01 - 'd d+ n -.-- -._ + .+. n... _ a 4! rv. N._ -. N. n N 4735 _ d m -N ^ _ _O In. n __ - _. _I I..-. I. Jam . d N C _-. V1.- �.. Vl - W-n __. I I `2 1 T _ W _ _ ___J V I^ Z V¢ lal Gl J ± - FINISHED ROADWA I _ d N =z m -EXISTING OADWAY L1 4730 -3 w d n � W nod : _ - i-in mz m 4730• • u an f m =N X---i 1.00% - -. _ - OVER _ - -- - - -. __ LLI - - - COVER 4725 -.:3. a' COVE - --- - a725 > _ 436A LF F 15" RCP ® 5=0.157. 2$3.4 L OF Jl � O 1 2.4 Lf OF 15" } 230.7 F OF �15" R P ® =0.1 % - - - - ----- -- -- --- g IS � . _ .. I c3 TO M C1 FROM 4720 - _ _MH C ----- -I.- - - ! _ _ _ :_-::. I:m m _ _ a.a. -... i.- - -- _ _ _ W Q -------- _. --- - 472t, LJ-L Z gm n n -- ' - - $ N m VIW� _ - add �Ii 3rn W 4715 _.d _. o Z iInw �� �2 W-- -- --I -- -- - - --- -i_. Q < Z N N N I Z pp __.. wwW S S UO. ILLW1J ` -- UA .v_1 z z o XJ O_Y O V m VIN N ON O M� I d N Z +4411 +a0 - U 2 Y t m- X m�Z - VI K �N Vll� W1� 'Qr NZ VI X� �L.V1 ,.' _ rV - - K� W3 NZO �pd O"r Ud N•-z MW Q Q O N W 4710 _ - _.mwz �� ��. __ - - �'o w �o ,p�� UII all .!W0 �Z� ±7.�- N 4710 m Co a _. __- _ _ IInna� In a - - az N3 Nc�z nww `.I" �WIN"aw Eta <� __ _-_ - _ _ • g• - - j m= R /� - - _ _ _ _-- x ^ ��� ^0_K W r Wo - -_ _ - - _ _.___ - - - -_ --_ -_ I Vl V F ISSUE ORIGIDATE:O1I12/W _1 i - j - ¢ma ¢� �xw ra-O�ma � �� : DRAWING PERMIT SET 4705 - •- - --- --- _.. - - - -- ---._- - - _.. - ---- - : ~4 ti (n W W (n¢- w¢ m m _ C 07 007 ry I z 1 4705 ISSUE DATE: 03/15106 - CONSTRUCTION SET 01n r7^ mO mIn mN ^n �� ^r ,.�N �I� O^ mn ON ,nn m� ^r OIN Or m ^n �N mn mO bO Pn pN Or ^O pm �d ISSUE DATE: 04/04/O6 m M m m w m YI O m M IO m M l0 m .O. •m t0 I'7 N N M m m o Ip I(j yj yj I(j Iry IO �p tp Ip Ip I� m pp pi rn m [U w a0 tV 00 Oi pi I °I m 00 DRAWING NUMBER Nm N1p N111 Nln NV7 NN NIp NIp Ntp n,(0 NIA NN Nn Nr Nm (ym Nm Nm Nm Nm Nm Nm Nm Nm Nm Nm Nm NOI NO) OI ^N ^N r nN nN nN IN do d^ d^ d^ do d^ do dl` d^ d� d^ d^ d^ do dl` d� d� d� d d^ dl` d� d^ d^ dl` ♦� I a^ dr` d" a^ - _- 1 \Y V 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 i • REVISIONS • 0PRE411D%T P08T&09ET IME OATS 19611E DATE DATE DESCRIPTION NOTE: STAT10N CENTER EL S LEFT TBC LEFT S RIGHT TRC RIGHT 1. ADD 4700.00' ON FINISHED GRADE ELEVATIONS. 27+00 4727.82 -0.03 472z59 -0.03 4727.59 27+25 4727.69 -0.03 4727.46 -0.03 4727,46 2. TBC GRADES AT PEDESTRIAN RAMPS DO NOT TAKE 33 INTO ACCOUNT PED RAMP LAYDOWN. CONTRACTOR 27+75 27+ 4727,56 -o.o3 4727.33 -0.03 472. 4727m 46 -0.0J 4727.23 -0.03 4727.23 SHALL INSTALL IN ACCORDANCE WITH COB STANDARDS. 28+00 4727.36 -0.03 4727A3 -o.01 4727.13 28+06 4727.34 -o.o3 4727.11 -o.03 4727.11 /4 3. STATION OFFSETS INDICATE TBC FOR ALL CURB INLETS. 28+5 0 28+5 472712 47272 2 0.00 4727.52-0.o2 4727. -o.o3 4726.9] -0.04 /726.81 28+75 4727116 0.01 4727.77 -0.04 4726A4 29+00 4727.13 0.03 4728.05 -o.05 4726.51 29+25 4727.10 o,04 472&M -o.o5 4726.38 29+50 4727.09 0,06 4721 -o.o6 4726,27 211 4177bg o.o6 4728.70 -o.o6 4726.24 • • 29+75 4727.10 0.06 4728071 -o.o6 4726.25 INSTALL 44 1 0+2 OF 15" RCP 33255 4727A5 o.oe 47211 -o.o6 4726-30 INSTALL 52.7 LF OF 12" RCP 00.22% ® 0.18% 30+50 4727.19 o.06 4721M -o.o5 4726.34 3o+75 4727*25 O.o6 4728,86 -0.o6 4726+40 R �^ 31+ 4727.33 o.06 472111.94 -o.oe 4726.4411 QD,WZ STA 25+99.95 30.20' RSTA 29+54.87 472657' R 31a25 472742 00 472903 -006 N46; (NOT SHOWN IN PROFILE) STA 28+06 (NOT SHOWN IN PROFILE) j ��{jai �; 31+5o 4727.55 0.06 4729.13 -o.o8 4726.67 �' MH D1A 31+7s ay.6a oos 4729zs -0.06 n2e.79 BEGIN TRANSITION TO MH D2A 32wo 4727.76 1 0.06 4729.37 1 -0.06 Q26.91 a•4v9 INSTALL 4' MH SUPER ELEVATION INSTALL 4' MH 32+25 1 4727.e9 1 o.o5 4729.50 -o., 4721.04 _) N / CURB INLET W/ CURB INLET EN"' T C EL 4727.97 - .- __- _ TBC 4726.24 _ T _ REFERENCE ATTACHED EXHIBIT 1 BAXTER 4724.62 ""' - -- ---w• - -- _"., -.-- - _ IE N 4723.39 LANE AND EXHIBIT 2-BAX ER LANE DITCH C H 1 MH b1 7.--- - - ~' _-- - ___IE (S) 4723.19 (EAST END)E FOR RECORD TINFORMATION ro M 3 --- -_ -} _ MHD2 - BAXTERIgNE w --- - o �i b2 MH D 1 A LP , o - _ EE HD2A o -�t_ w-- REMOVE 9 1 OF SIDEWALK. CD;si 8 - �_ INSTALL COB STD PED RAMP. s -----' L--==_ A E o- - �. END NEW Gi d CURB AND GUTTER W m 777FFF"' -- m IE (S) 4723.107-7 LOCATION OF I 4. INSTALL 18 IOF \ 3 EXISTING ACCESS 15" RCP W/FES 6291, w 4 STA 34+09 n ® 0.60% f 0� c„ END TRANSITION FROM '�7 S INSTALL COB STD PED RAMP \ y°j• ti SUPER ELEVATION J PI = 25+44.53 (LT) REC=10 L (FUTURE WORK A 01'16'37" INSTALL 6 1 OF / A7 w NOT IN THIS CONTRACT) R = 5000.00' - 15" HOPE CULVERT y ` T = 5531' Q� nT • = 111.42' PI = 31+08.11 (LT) LOWE'8 HNY,INC. L E = 0.31' I A = 25'57'30" STA 32+59.88 R = 670.00' TO STA 324-95.1 1�0CA FARADAY LSBAD,CA 92006140 T = 154.42' TRANSITION TO L = 303.55' MATCH EXISTING \\ E 17.57' GRADE. •760. e 804�5300(V)760 609 1018(F) = 17 �oFA o10�0" • 9 (iN rtn) BAXTER LANE 4745 0 -- LOW POINT 1 = 4727.09 f - --- - -- - - -- 4745 W RI - - - - _ I STA = 29 28 ' PVI L= 445.8 6.40 K - __ I - - _ _._- _. ..- _... _ __ -I 4740 .-_q I 500' VC o T 4735 4735 N Zc° + n U O n I - - - �. - w a STING n W + m -_- -__- -. E S NG ROAD AY 6I + - --- - I - - - ry I I - > 4730• 9 4730 m _.__-_ ___ -= W m r 0. 07.- COVER O . I - ----- -. - _.. (ifIOL 4 5 _ i t4 .3 LF OF.19' RCP ® 5=0.18% -- - - I Z m _.. -- -- _ -- 4720 4720 - . .. .. _ Z a i I v w j i i f -- Q $ W W - -- -_ - -w _. - 4715 Z n LL - - - - - -- -- ----- - - -- a W � ON47 i 4710 •ORIGINAL E:01/17/08_ ISSUE DATE., PERMIT SET } /06. _._ _ -- ---- __ _..- _ -- - - - - --- 4705 ISSUE DATE: 03/15 2 _-_- _ - -_ CONSTRUCTION SET 4705 --- -- IEC RECORD RAW NC3 ISSUE DATE: 04/04A76 010 �p nr' 1A01 1pn nN mn Op NN <M DRAWING NUMBER: Nn nN a^ nN nn nr n� nn Qn On aN my ary pN aN Na aN aN a� as a as as as as as a a a e a e a a ra 07� �7 1 \VY L I I I 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 REVISIONS O DMT Y MUE MTE 1 E WE DATE1 I DESCRIPTION I I I / � �. � � � �/ � L _ / i l I _ 1 �rwrEs I L rHILL\COURT STATION/6+13.38 LT INLET (+A / 1 I I / COB ST0 DWG NO. 2720-1 8 / / //(,{ �� } I -� I r I • • �'--� INSTALL 12" INLET I PRON STD DWG r / N0. 2�29-12 RIM EL= 4733.E w INSTALL FIRE H RANT GATE VALVE ASSEMBLY AND " 15' RI IE(E)=4730.58=4730.38 W IE J J / L / /� k LEAD PIPE ( ) � � i 2- -Od it � J ITEENSTAAND LL 12" _ U / -t_ _ VALVETAPPIN - INSTALL FIRE HYDRA T �« ASSEMBLY AND 6"PLEAD,PIPE // / / / ' �� 'h, • R r � ¢ " INSTALL 12"x10" TEE / / �t�5/ L -URB��UTS .� : I,i /�� """•I I Fl - 11 r So I I J v' 1� d7 SACCO INSTALL 12" 11.25' BEND 1-+ 1-I ms B —s- J - �I I rn INSTALL 12" GATE VALVE /.. o F--1--+-�11 1 �/ o ��-i-��+-y I I 1 I I I�l �, ►Z-r INSTALL 12" 11.26' BEND INSTALV12" CROSS I INSTALVB - INSTALL 12" CROSS _ I ALL 12"X8" TE V LVE 1 \ - ' i-/ - -� '�.�P /j�Y I _ S u INSTALL FIRE HYD `` — 1 Aryl{ INSTALL 12"X6' TEE " �( ASSEMBLY AND 6�EAD PIPE Z-STORM DRAIN CROSSING • /' �-+ �- I STATION 6+18.45 R7 INLET INSTALL 30 LF l5' RCP x I � I I coe sro owc No. z7za 'i ALL HYDRANTS SHALL BE SET / / INLET APRON STD DWG N0. 2529-12 RIM EL= 4733.69 //// I 3' MIN - B''1v1AX BEHIND BACK / i - - 15" RCP IE-�4730.73 j INSTALL,56.0 LF OF 15" / / / OF CURB�SEE COB STD DETAIL 1 i CMP I,YR HDPE CULVERT IJJ ////�/ n/' + I! J 26 PE IT __6II0-y FOR DETAIL. i / / PERVERTAPP SHA 4E INSTALLED / -EVeR17-HYDRANT SHALL HAVE / FROM ARMY CORP OF ENGINFERS/ VAI AT THE HYDRANT. S E / / / / it( I • LOWE'9 Hnr.INC. • SOB STD DETAIL 02660-4 / / i / /' 1 �I / — 1530 FARADAY AVE,SURE 140 CARLSBAD,CA 92000 1760.81)4.5300(V)700.602.1018(F) o a o m M �_ a N N m o m co M N N N< M O+ m n n n M M M M N N < < a SACCO DRIVE AND WATER LINE B a a a a a a INSTALL 8 Fo --: p O O O .3 LF OF 1 " DIA CLAS --51 DUCTILEIRON PIPE < rn n n a - �� 0 N N N LOW POINT EL 4736. 4755I nW POINT R _ OU I - II II R IL - -- II - PVI STA = 2+.00 H o: ---- - - - ~ ~ - - W PV1 ELEV- - 4736.73 u1 Na. a HIGH P INT ELEV = 4734.45 _ w A.D. 2.25. a o a - - _ - ¢x m o L W POINT EL V d733. 3 - - - - - - - - - - - - - - - - - - - o c� _ + > HIGH INT STA = +69.99 a K - 4.44 a W POINT S A = 8+23.0 - - - - 4750 O= � � w; _ PVI STA = 9+2 .92 �- F 100 VC v a PVI ELEV 4733.73 - PVI ELEV = 4724.63 O - A.D. 1.03 A.D. _ -2,2 a w en -f -- K = 7.44- K = 65.44 ++ O N - 4745 0 1+� n n - 100 VC w 150' VC a!45 vi N r` o v1�. rn a O + rp M N O + r O, • • U w M 4740 �3'00 Zi p_ N c m -'� -- e+r a ao a o n 4740 c� w U Lij U uo> m Ioii u n O Z B RY=4736.� m cn Ell VD 88 BM= 738.82 URY=4736.3 W AVD 88 BM 473634 jZ4735 m= Yym I z 0 J _ - ..-._._._-_._-_- _._.__--- ._.__ ____ - -_ _ It - f1- - - - < - - --- _ g z INTAIN 6.5' 2.3' COVET? - w W Q p MIN MUM COVE i O w W F- Q 4730 w 2.0 v) .. m w > — a L� ir [gy 00 a W O " N ` - - - - EXISTIJ G-GROUND �n/ ` � Zof LL p 4725 N Z r `� n m ?� _ - I - - ---_--- -- -V - 725 of LL < Z ^cc �dw + z v i3rD 33 w wz\ w N � ° I-z :..( V Ow _ o fFQ F Q m o mi-. pm b �' l7w Xp; UJZ N4 Op1!1 . - ---� _- - _ - - - - N. Q �/ W •m a elf 4720 `-�' aJ U L 'oo� io, va '�.i a - - -_. _ -- - :eO 4720 O rA ZS Z jz. O wa ZZ N� a' > '-�ZZ - - - ---` - ---- ---.-.� _ --- _ _ _ _ - - - - • J • rY o �.m -_-- 1n a > -N- 'O-- - - +�. _ + ORIGINAL +� oNwm z� aN� ~3 � �� �� +F� SUN - ��- --( _ � RECORD DRA LNG a V, - +¢r- - a o �O ----.- _ - - - -_ :to U II { ISSUE DATE:01I12= a w O r -- N w o Z vt _g O o Z ¢ yr -. ¢` O r.. -ti I a - _. - _.- - PERMIT SET 47I5 z ,o¢ z N z 3 3 a rn m m - - - - 07 007 4715 ISSUE DATE 03I15108 SS� m M ISSUE DATE: 0004(09 o .M rnwo O "1 ' oof N - o o o o'i m I oc6 DRAWING NUMBER:� RW 3Go 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 •O REVISIONS PM.810 IF 1.A• ISSUE- ISSUL WIE o _ DATE DESCRIPTION - I 0 U I` N � V a r " SO Sr SD_--SD— TA 0 4 i STA 1+16 �, PR XIMATE LOCATION OF r I STA 6+97.71 TO 7+10 2f33N'"n,, -OF-WAY TRANSITION FRO M T'RIGHT M EXISTING 7aV A, V i SAWCUT NEAT LINE EXISTING 11 - G ROAD SECTION 0 D SEC ON TO , ASPHALT 3'. MATCH GRADE - ' IW DEMOLISH 100 LF PROPOSED ROAD SECTION EXISTING CURB AND INSTALL 970 LF DEMOLISH 100 LF STA 7+10 G TIER. INSTALL COB STD - coB STD SIDEWALK EXISTING CURB AND BEGIN STANDARD 1 1`� 1 `•i I PAVEMENT TO END WITH DRIVEWAY APPROACH WITH _ GUTTER. INSTALL COB STD ROAD CROSS SECTION `J ® TEMPORARY GRAVEL TRAIL [= h URB RADII AS.NOTED. -- DRIVEWAY APPROACH WITH D-1 6" ASPHALT THICKENED EDGE D-1 D-3 yl i CURB RADII AS NOTED. INSTALL COB STD R15.0'~ V' 50.0' R50.0' DEAD END BARRICADE COB% I 'i,I J R15.0' i R15.0' _ R75.0' - - STD - _ WG--w_0981-2- -- Pc -W_�i^--P1i - -�-.n - PG- - - --- - -__.- - --- -` 1 o Iv W a+ __ -- - --_:--- - --- 1 1�. 1 4 u-,— - - J r -4 r 1- 0 o --- -- oc^I o ---- - ---- o 0 0 - --- -- 0�.- I� + I i-I- +� 1 1 1 rT +a 1 1- . i 0 o i. o _ - -_ Pc—va _ �y _- - - PROTECT RETAID 1 - STA 6+97.71 END OF EXSITING 36' RADIUS GRAVEL TEMPORARY 1 1 EXISTING SIDEWALK PAVEMENT TURN-AROUND CENTER ELEVATION=4742.75 � Q 1 1 INSTALL 401 LF COB STD ^' INSTALL 242 LF COB STD SIDEWALK STA 8+45.00 18.5� RT a CURB AND GUTTER, COB O INSTALL 4' OR Z � �DEMOLiSH EXISTING CURB CB W/ CURB INLET STD DWG N0. 02528-1 AND GUTTER. REUSE NOTE TO BIDDERS: TBC EL 4743.34 1Z II FRAME AND GRATE. IE(S) 4740.80 I INSTALL 25.3 LF TRAFFIC SIGNAL PLAN SET COMPLETED AND SUBMITTED TO 12" RCP CULVERT MONTANA DEPARTMENT OF TRANSPORTATION (MDT) FOR REVIEW W/ FES IE (S) 4740.75 AND APPROVAL. TSCHACHE LANE/19TH AVENUE IMPROVEMENTS • • (TRAFFIC SIGNAL MODIFICATION, NB RIGHT TURN LANE LOW HHlw INC. INSTALLATION, RESTRIPE LANE CONFIGURATION OF TSCHACHE LANE) CONSTRUCTION TO RUN CONCURRENTLY WITH THE -N- _ 1530 FARADAY AVE,SUITE 140 STONERIDGE DEVELOPMENT. CARLSBAD,CA 1120011 760.B04.5300(V)760.802.1018(F) '1 `1'1 1 '� I<avrxlG"i:an.vi wC+,6 ut5emtn .rv: I � 1 1 TSCHACHE LANE IA 4755 4755 U 3: 1 - IZin -----_---.- - ---------- ----- - - _+ ---- - ---- - - - - - - -- - - ----- -- - -- . ui bo - - --_ - - _ 0 O +of za W o m3 e N a ua m a 2 U= O - ---_.z EX�TING ROADWAY z 4750 -m O w 4750 Ui 0!a a w m m a + oz F,0wU a0 L W W alas z 4745 J I '^ z v-i Ni I - . . S _ 0.5% _ 4:1 SLOPE - - - -- - __ - - - z w m Nlwj - I _ Z _ ,r-�F TURE -XTEN ION OF 7SClIACHE LANE o i,:w 0 irlg D1 w - I ' ` `FINISH GRADE - __ --_ / 4740_ z z U vo &I� u ula : o J U o u - 1 i- - - ---- --- -- -- - --I— 4740• • = 03ZF: �m XiwZ U� ! -- I �mX�wm�Kaa D V, V) v zx-.__- --_-Qm~v.i UoiiooJ05 tQWio✓w-i_-.ha._ —_-__._-._._ _-._- --- --_--- ---.-_1I ---"---_-_- - _----- -- ----_---- ow O +U 4735 tv N NF� U LOO�ZJ 4735+Z mx to I a VW Z LJ 4730 wwa w 4730 N LL QZQ 3sCo�m L 4725 I 725 2 p Q Z � CLQ �oW2 - - - _ � N r 4720 r ( - _1 _ 4720 0 m m 3 - i - -_ •ORIGINAL • - - - - -- -- --- ISSUE DATE:01/12 D AX1 R C RD-D �4WI G { - - - - - - - - - PERMIT SET 4715 ! � --- 4715 ISSUE DATE: 03/15M CONSTRUCTION SET rn n m 0 c� n n m m a w rn m n�_' m m y m m_' ! N m n n N m m n m m m ISSUE DATE: 04/04106 cll N N O o 0 o o D of of to DRAWING NUMBER: as v a a a a a g n ro n ^{/�/_ A 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11- 12+00 13+00 14+00 K V V [,� REVISIONS O RiE•B95E7 POST BID SET 7 y ,� gSU_E O�IE �18811E WlE DATE DESCRIPTION R-300' DEMO 132 LF OF CURB AND GUTTER BEGIN STA 0+60, 63 FT RT END STA 1+92. 17 FT RT < EXISTING LUMINAIRE TO BE REMOVED STA 166+51 DEMO EXIStIN� STORM INAXL�g/ - / a, - - \ HATCH INDICATES ADJUSTREUSE FRAME AND SED GRATE wRADE� T- J �\ - — M�ISTIING GRADE — BEGIN TAPER NEW ASPHALT • • TO STA 168+18 - t _ —4745 END TAPER G - \ \ -4 +' L-+-�--h+ M ,aA-_ _ g -------------- -&T OD- TSCHAC JAN `- - -••� — A 164+63 N. 19TH AVE FL-- 'Ci' ` 1 / INSTALL CATCH BASIN. EXTEND l EXISTING DOWN GRADIENT PIPE o �'� •1 'V AT EXISTING GRADE TO CATCH BASIN. INSTALL 24" FES AND 35 LF 24" RCP TO PROPOSED CATCH BASIN. CATCH \ \\ \ BASIN SHALL HAVE 0.2' FALL BETWEEN 4� INVERT IN AND INVERT OUT. ESTIMATED SLOPE IS 0.15%. CONTRACTOR \\ O S T TO VARIFY SLOPE AND INVERT ELEVATIONS I+IT IE (N) 4741.51 \ \ \ R£ 1 \ ` IE (S) 4741.71 \ \ a NOTES: ` \ 1. THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES SHOWN ON THE = 1 -2 00 PLANS ARE APPROXIMATE. CONTACT UTILITY OWNERS FOR CONFIRMATION �� • • OF ALL LINES AND SERVICES PRIOR TO ANY EXCAVATION, CONTACT LOWE'8 HMI.INC. UTILITY OWNERS AND ARRANGE FOR ANY REQUIRED UTILITY RELOCATION OR ADJUSTMENTS. -2 30 1570 FARADAY AVE,SUf1E 140 CARLS.AD,CA 82008 2. CONSTRUCT APPROACHES IN ACCORDANCE WITH CURRENT CITY OF BOZEMAN DESIGN STANDARDS AND MODIFICATIONS TO MONTANA PUBLIC 760.804.5300(V)700.802.1018(F) WORKS STANDARD SPECIFICATIONS. • • 1 I 'ginae a®noo' ucr`ox ww 3. STATIONING IN PROFILE REPRESENTS NORTH 19TH AVENUE- ®AREA OF NEW FULL DEPTH PAVEMENT b n » • • VERT. SCALE: 1"=5' (IM PD3T) - - _ -- - - j I I - _ I I - IA 4765 W ; 'I '; I I I i I .. III i . 4760 -i 7b. I q ,_ �I O -_- -_ ENT -I IN _E OF [STING GROU�l 4755 D PR FlLE - - - - - - - - - - - - - - - - - - - - - -I---- - - - - - - - 475 4750 4750 Z ' I - -I W 4745 I I 4745 - - w Z Z fi 4740 J Q m 4740 — Z_ _ _._ _ .. Q' Q - i a O - c = Z g 4735 - - _ - : 4735 0) 0 Z a _ _ _ ---- _ _ Z _ _-_ - _-__ - --_ r = - 3 = co W w - _- - - - 0- F- w Imo! r - -- -- - - -- - Q- - - _ I 0- � 473 z � O4%30 cONm g~ I -- I I 1 I I • • - - -- --- _ -_- _- j ORIGINAL ISSUE DATE:01112 OB PERMIT SET 4725 t .__-. .-_-_ _-_____ _._ - I I 4725 ISSUE DATE: 03115106 CONSTRUCTION SET ISSUE DATE: 04104/08 m o 0 0 ry REC D DRAWING DRAWING NUMBER: a a a a a a a a a a a a a a a a a a a a 07l2 07 n,n,�C RVV J 163+00 164+00 165+00 166+00 167+00 16B+00 169+00 170+00 171+00 172+00 REVISIONS PRE-oo1 MST B0 SE[ 1 � slue onTc 0 issue w[e DATE DESCRIPTION NOTES. 00 1. THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. CONTACT UTILITY OWNERS FOR CONFIRMATION OF ALL LINES AND SERVICES PRIOR TO ANY EXCAVATION. CONTACT UTILITY OWNERS AND ARRANGE FOR ANY REQUIRED UTILITY RELOCATION OR ADJUSTMENTS. 1 2. CONSTRUCT APPROACHES IN ACCORDANCE WITH CURRENT CITY OF BOZEMAN DESIGN STANDARDS AND MODIFICATIONS TO MONTANA PUBLIC - _ WORKS STANDARD SPECIFICATIONS. l 3. ALL CURB DATA IS FOR TOP BACK OF CURB, UNLESS OTHERWISE ' NOTED. ADD 4700.0' TO ALL SPOT ELEVATIONS. p>3Wy !l r BACK OF WALKoys, ---------------------------------------- ---__- OP OF CURB i-_— �WW6, / \\—�-----r � J5 / 2 -,-\ ---------- ----`�-----��----1----�FLOW T5' MIN. 4' MIN. 5' MIN. LINE 00 SECTION B-B 1 11 R=300' HALF DOMES WALK [u SLOPE 1/4" PER 1' MAX. z E $ 2-6'--T-------------- =r�77 �a�x 15-- — ---5 —Lu �. 4 •4 __ �I O�8 �� r ` —— 3 GRAVEL _ U T L-----�--- --------- G EL BASE w G r UTTER I RAMP-6' MIN. I LANDING-4' MIN. O DEMO 132 LF OF CURB AND GUTTER INSTALL CATCH BASIN. EXTEND { NID (!j BEGIN STA 0+60, 63 FT RT EXISTING DOWN GRADIENT PIPE SLOPE 1" PER 1' MAX. SLOPE 1/4" PER 1' MAX. 1 END STA 1+92, 17 FT RT AT EXISTING GRADE TO CATCH BASIN. O o SECTION A A INSTALL 24" FES AND 35 LF 24* RCP / TO PROPOSED CATCH BASIN. CATCH ��j 1 R I BASIN SHALL HAVE 0.2' FALL BETWEEN ❑! INVERT IN AND INVERT OUT. ESTIMATED SLOPE IS 0.15%. CONTRACTOR rI 1 TO VARIFY SLOPE AND INVERT ELEVATIONS CATCH BAS , ( _� IE (S) 4741.51 1 + . LOWE'8 H W INC. `DEMO EXISTING STORM INLET. RIM EL. = 4 46i69--+- _ \ r 1530 FARADAY AVE,BUTTE tl8 - REUSE FRAME--AND GRATE-AND /. r ` — -_ - CARLSBAD,CA 92008 - ADJUST TO-MATCH PROPOSED GRADE.\ \\ =45'_--- MATCH TO EXISTING GRADE ------- --r t' -- — _ —_ 780.804.5300(V)780.802.1078(F) R HATCH INDICATES NEW ASPHALT - r2wCURB RAMPSTA 1 5+25.4, 2.4 R - ��`.. `FLOW LINE EL. 4746.74 19TH AVENUE STA +0 T CHAC E CURB RAMP _ \- _ r _ r ! STA 165+ O.G. 66.2 RT. --------______ ---- --- NORTH - --------------- --- LANE FLOW LINE EL. = 4746.81 - _- — -_ - - - - F{ AVENUE -------------------------------------------- \`- ~"�� -------------- O -- ---- O - -- - - - -- O ---__ Q - U U - - -- - - - - Q w Q 4 - - - / Z o Z m W Z 3 Q Z W N i 1 <� LL I � NW o z � m co ORIGINAL ISSUE DATE:01/12I08 PERMIT 8ET 031151D6 ISSUE DATE: CONSTRUCTION SET DATE: 04/0"S RECORD DRAWING ISSUE DRAWING NUMBER: 0712007 R W—6 i REVISIONS • raEao eEr �vo 0 ar•o eer�OnrE m9uE a�n IDATE1 I DESCRIPTION FF=4739.0' N I I I 2" IRRIGATION OUT LINE 2" IRRIGATION IN LINE _LONNECLTO IRRICATI N SYSTEM 2" DOMESTIC WATER LINE N I J Sll 10" FIRE LINE BROUGHT UP INSIDE SPRINKLER ROOM SEE I I w I SHEET W-2 w I I 35.0' LF UTILITY " • • INSTALL 10"X6" TEE L- CONDUIT w I INSTALL 10" GATE VALVE — D-3i 31 6" SEWER SERVICE]CROSSING J� Y Q: INSI 10" GATE VALVE + • o0 `4T l A� T T _ T T- - T -► "I I" - I I INSTALL 901 BEND INSTALL 6" T — - sD.--sa sD so __ --s _ASSEMBLY AND 6 L D PIPE INSTALL FIRE YD T I ALL f RE HYDRANT I U ASSEMBLY_D 6"I AD PIPE -- _ A S M 6" LEAD 00 6 SEWER MAIN CROSSING INSTALL 10" E _ P liI O wg 35.0' LF UTILITY CONDUIT® --- -- -- - — - D-3 ►--+ SD - I I INSTALL FIRE HYDRANT _ ^ ASSEMBLY AND 6" LEAD O a S ¢0PIPE #I 00 6 nn -eD- -SD - --- - - -- - --- o -- 6 / INSTALL 90_BE D h "T�� • LOWE'S NOM.NIC. • 0 �- — -- -- -- - - - -- -- INSTALL 2" SERVICE 1530 FARADAYAYE,SURE 140 ^ CARLSBAD,CA 92008 _Y — — - -- --- -- -- INSTALL 10"X6"TEE I —?`Q 78D.804.5300(V)780.802.1018(F) INSTALL 10" GATE VALVE • • I`I w o O Ol f� N t0 10 O M 0p N 10 ^ (IM RR 1 WATER LINE"A" ry ? M m a m a Di O O O O O O O N N Ih N M M M M M n M M M M M M M M M N 3 II II. II 0 M II II II 0 0 _. __ - a a a a a a _ a a o a a n - a a a O O - O O O O -a- O O O O - O O O O O URY= 744.2 45 4745 o AVD BM 4746. 4745 -- - W - FINISH GRADE j 4740 /-EXIE TING GROUND I - I J.._ - / - - 4740 BURY=4 36.93 - - I - ---- BU Y=47 8.05 O NAVD 88 BM=4938.9 -- NAVO 88 BM=4740.11 N BB M-47 0.37 ----_ - - - - - I 4735 4735 MAI ITAtN 6.5' - ..MINI UM COVERL'. 6" INIMU - o m I SE RATIO MA IN 18 _ ______ - ;D i O • • 4730 I PAR ION - -- --- - 4730 LJH— cn fy0 I ` tit m m W > =n U - W p - O 4725 o _._. _ '� \ a a z 04725 p c3 m N N .- _ _. �; _mp.\ m Z O N 0.1 o oo+ �. _ oI Smi- ~ n� - ---- i �3 r _ 3 m �+� r'-Z_ �Ju �J >a E� d c=i a - m h 6 p ~ LL J O U N m 3 O VI N I O. _ N mJ rn Vl W I W 1-Q (/1 V- a i- F W O 1--O Q to W O O U > ' w r _ _ w _I _ - _ O_ - �n Q Q 00' O J Z a 472D _._ U \ 3 O N Q 1~/1 4 f~ll Q N Q Q LL Q m F O _ 4720 g w F e + NZ M rQ ' v` a Q ^ Q V Qa mo o J_ a Q Z i5 a wo - - - o QN Q a Q� +a + ep ' + o eo N ��� QZ ?a W Z - n w ri> w o 0 1� ul O � w w V Z F 47 5 a - N o * �- y Z in _ o o N? ^N �i N c0`.V m'_O= ~_o N in : _ 4715 Z Z ut o a J o a J e J. _�o:w mJ N� + _ w - -VIIQ� NZQ t/i 2 .. ZQ N? N Vf= N� NNU �ZQ w NIwL� - 5 �V - 4710 I,Nz NNZ ---- m m 4710 Q O - -----._ _ f ORIGINAL - -_ t~i1 N v INSTALL 1052.21 LF 0" DIA I i t---- - - - ISSUE DATE:01/12108 - CLASS 5 DUCTILE IR N PIPE PERMR SET 4705 ISSUE DATE: 03/15MEI --- - - -- - CONSTRUCTION SET a0 m0 n0 ,tea Ot0 �N N^ Om NN �tD ma ^M M� atO �� �O .DO ��a RECORD RAWING ISSUE DATE: 04/041� V7 O M UI �D N W �j^ �j^ n^ n°p n^ n tO n ro n o5 n°f g o a N a a DRAWING NUMBER: MM MM Mn Mn MM MM M MM M Myl MM M M n M M M M M n as as '0'a 'da 'ra �a as as as as as as as as as as as as as a.e. as ap aaa /2 �7 W-1 07 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 i \ REVISIONS NS SU / O IWA MTE 138UE DRTE 333I1 II \ •DATE DESCRIPTION E EEGRI�SPo E6a.0 Fv,EMKE,pN�RRETIERE[NI,NE PN WM�'ttTLL RtV"EIOO E oRN • 0 FF=4739.0 INSTAL 10" E VALVE AT TE INSTALL 90' BEND O9T ;RE• ji ;'a33iv';�I INSTALL 12" END CAP AND FENCE POST MARKER z; O O INSTALL 10" GATE VALVE j j INSTALL 10" E III ASS ML ST L�12" BLOW w - 14 •t tt A LY R a m INSTALL 10" TEE 8 I' t (/.. o I • • o I 1_ _ _._� _ I o - Sv- -6 - - -g o—s o s o 0 0 /_� - 6- 6—o SWR MAIN ROSSIFIG o I p -- DRAIN CR G O w 8 5 INSTALL 10" TEE BURIED GAS AND ELECTRICAL LINES CROSSINGS j w S N !INSTALL 12" TEE AND 10"X72" REDUCERPOWER ~11 A OVERHE D 0 EXISTING SWR MAIN CROSSING gt e INSULATION BOARD SHALL BURIED TELEVISION CROSSING 88g s 4. BE INSTALLED IN TWO LAYERS EACH 2"x 4'W x 81 CENTERED INSTALL 10" GATE VALVE _ 6SOVER PIPE. AND SAND BEDDING SHALL 8E � 3"SAND CAREFULLY HAND TRAMPED AROUND EXISTING SEWER NOTE: • • 1.) STANDARD FIRE LINE INSTALLATION REFERENCE SECTION 02660 OF C.O.B, LOWE'S NIW,INC. /C----- -- -`-`-- ------7\� STANDARD SPECIFICATIONS. 1530_ _ _ FARADAY AVE,SUITE 140 ly I� EX STING L 2.) CONTRACTOR SHALL UTILIZE 4" MINIMUM DIAMETER TEMPORARY PIPING TO 8 -N CARLSBAD•CA92006 �Q PROVIDE FLUSHING FLOWS AS PER NFPA-24. PIPING LENGTH SHALL EXTEND 11 760.604.5300 CV)760.602.1018(F) 1� SEWER - A MINIMUM OF 50' FROM EXTERIOR BUILDING WALL. • • 1 INSULATION DETAIL 1 IN ray I 09 W-2 NO SCALE n ^< -WATERLINE"CEI cq FIRE SERVICE TO BUILDING v1 6 16 W. oQ m Di n Iri Iri a a ao ao a a a al - - I - --_- ----- ------- 0 0 o u n o 0 0 0 0 0 0 0 - - �_ - -- r r r 4750 4745 r 4745 4750- -- --- __--- ------------ I ui F NISH{TRADE - -- ---X---- ---- -- - a740 N ULATION 80),RD W A _ ---- 4740 4745 - - IN TALL 30' O -4 THICK - _ _ - - - - - - _ - - - - 4745 --------- FLANGED OS do Y VAL E IS THE FIf ST - - O - F TING INSIDE F BUILDING RISER SHALL BE --- - _: :- . INSTALLED IN ACCORDANCE WITH CITY OF- - - - - EXISTING GROUND I - - BOZEMAN SlARDARD DRAWING 02660 13- - - - - 4735 4740 4735 4740 0J—.IT. I UTATI MAINTAIN 18" F 4_ W-2- - _ _ SEPARATION _ _ — — — — — — ' — MAINTAIN ` — — — — — :. - 7FINIS FLOOR=47 9.0 4730 _ MINIMUM COVER I - - -4730 4735 4735 • • _ _ - c m 4 MAINTAIN 18" m D FLOWABL Fl MA'.NT IN 18" SEPARATION - - d GIN STAB 1.6 - - W SEPA TION- - - r -- E D STA 8+4 .6 _ - 4725 - ---- --- - _. _._. - Fgy 4725 730 - -- - 4730 > u r� AIN 6' -. _-_- --_-_ - - - - W � ¢ C7 0` Z - UT M mum - - - - -- -_ _ __ Z a a O w 3 SE ARATIOt4 _ _- _ ___ _ -_ pq Z iL w W U W V) Z= 2 - _ _ a J Z t� w Z 3 o W O 4 r W Q- __ __ m(n 4720 zIn ¢ U n v m O o 4720 4725 0 r= 4725 Q m - - a o m ¢ - — S o� Om� 0 3 m^Zo=� cNi _-1; - Fo N� _ aw mFam+Q. .. -_ -- �z.3. _.> + iz V z 8 w ¢ z nrO 0<m ZO3 O N O1 v0"NrU Q _ mOO E`jZ Z 3Z JNQQN Z • > - - OJ2 Qa old-zp Q O d a aU� r - --- - o_r a w a- - - - - -¢ W Q Nz;EuwE- a u W ±I�wNO ¢ _..- N �� p WW v�0: � �N * w - - --- o�m �Zwv Q Z LL 4715 zx o r ¢ U m �' +-Iw - �o a I OI.- o ra ?�om- +• > - - _ <-'_ a c2 z o�- °: rn` d 4715 4720 0 0�- _ - J O INSTALL 37:1LF ,-N�n +.� - aq - _ InZoIw.1W--N o �NJ In In �. mmQ+ ItiN m cw JU} OJ - - - - - -. - W z 4i2'' a.- tD 0 ''0 o -o N_.¢ O rn + 7a a fI Dj _ d 12 IA CLASS 51 -✓1 - to N _ L+ Z N b a Y J W J - - - W C +�W+ ¢�O + °IQ n Jew U OmW Or +z H 2,Q ¢N'- �' w G DUCTIL IRON PIPE- c� 0 JJ J 3 ¢ w o r - -- - - - - - -- - - LL N N E,1 2 Of 6 Y J W N a]- VI `i W o Qo NWT d0 +J2 r� F�'o¢ QoJ3m aV1K N O �UVI VI? 3 ~ W 4710 �V) NU d d ¢0 rn?� rvri� O-n vri wl�il.. 4710 4715 ?i O O O rc 4715 y� N N - - - J K\ co 0. I • • I STALL 828.1 LF 10" DIA- ''. -- -!,-- ----- INSTALL 41.9 LF 10" DtA ORIGINAL C SS 51 DUC ILE IRON PI E CLASS 51 DUCTILE IRO PIPE ISSUE DATE:61n2/OB PERMIT SET 4705 4705 710 4 ISSUE DATE: 03/15/06 CONSTRUCTION SET ISSUE DATE: 04/04106 h N Ip N vn^a I o^an^a ^a ^s DRAWING NUMBER06 ^ W-2 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 0+50 i REVISIONS PHE4v 9 IM SIU SET ISSUE WE ISSUE w\TE DATE DESCRIPTION m CURB STOP m BLOW OFF 1 \\) 1S m �- \ a 1 I as ��• R - AM cD � I I � ❑ ��B c LOWE'S HIW.INC. m 1S30 FARADAY AVE,SURE 140 -- -"-- CARLSBAD,CA 92008 I1NwI- 760.8D4.5300(V)760.602.1018 IF kn 1 I ) m \ V • .�eoe.0 warza iceervco • m f w rcer) I - �-- i a74o ; - .EXISTILu NG GROU RD --- _ T O_ - - - -— •---- -- -�-FLOWABLE-FILL MINIMUM 5.3'__.. BE N_STA 8+31.6 DEPTH OF BURY ENE STA 8+41.6 MAINTAIN MINIMUM COVER INSTALL 80 LF OF 4" INSULATION BCARD a+o _ Ul � + V • • cf) Y MAIN IN 6" Z _ MINIMUM W m SEPE ATION r LLI 0 1 ------o--m--- ] o 4720 Of -> w _ Z w ZQZI-�m w� LL- NINOOS mom. __ d I'o -Z - - m+ZU Qa p Z + a_iZ�3�I.i a3min Q Z LL C _ _ - - -_ --_-------_.�n �?m Nam:)in 4710 J O G Q c710 < — ---- -- ---- - -- --- ---- ----- - _ Q' w - O W W N W z ¢ Q � OOW mm -- - - --- - - - -- - - INSFALL-820.9 LF 10" DIA __ ________ _ ORIGINAL ISSUE DATE: 03/15/OS CLAS3 51 DUCTILE IRON PIPE - - - - PERMIT SET - - -- - ISSUE DATE: 04104I08 n n CONSTRUCTION SET ISSUE DATE:01/12I08 tV RECORD DRAWING DRAWING NUMBER: 07/Z 07 //��// _ ////�-� Y YA 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 REVISIONS DATE ue DESCRIPTION ON *INSTALL 45 L 8 SDR 35 PVC N % M anzm 10 cexEa core cowiEcreo !r SEWER MAIN 0 0.40% SLOPE W/ 8" END CAP AND FENCE POST MARKER STORM DRAIN CROSSINGS ' IE=4723.52 I} -. - -- ' -- - - -- - - 1 ! - - - - wMIZ -w- w- w w w w w w _B4_ -w w oy M 1 AM +B�s+ems q O —w- O !. __.__. -- --- - w — P3 PG—PG- PO PC PG pD as STORM DRAI CR SSIN `- � -� • • I I 7 INSTALL 27 LF 8" SDR 35 PVC ----- ----- _ _--L _j SEWER MAIN 0 0.40% SLOPE W/ 33%y��,,' -, 8" END CAP AND FENCE POST 6 MARKER 1 II IE=4720.32 i� -,n �5 fl III I � _ I 11 I i I 41 'r • ' — I I Ij ddd FF-4739.0' 4 L Z I o � NL � - F 'I W' U a 1 I a z RECORD=RUN 2%GRADE v G / I o � L INSTALL 8" X 6" W SERVICE TEEIr _ U LOWS HIW.INC. FARADAY AVE,SURE 110 - - -Z�� CARLSBAD,CA 9N06 �- �I I 1 3 I f' I I" F 760.804.6300 780.802.1016_- ) 1 T-- -T. T - T - TWA,TER MAIM CROSS�JG Y P • • I I I" , M 5 I 1 "coxsr-"r or w+es r,w",c oo • � • f � I • WATER MAIN CROSSING WER L'kE"A11 - - - wINSTALL 8" X 6" SERVICE TFF x FIN SHED GROUND nm 4740 N _ p cti J 4740a - - - - - -n --- - z EXISTING ROUND + ^ ='a II�n m v uj - — - Ind z&4735 zN n - - -- - 4735N II - -' --- - -- - _ - - - - - _._ - - _._ - - ons^zs rn E_ - -_- - - M INTAIN 4' - oo MI IMUM BURY , V ' 4'I30 o a z c - - - - - - - - - - - - - - - - - R CORD-1,09% 4730 Z m u _.. RECO-�.43% MIN. SEPA TION I400.0 IF OF 8"SOR 35 PVC 0 i RE ORD=0.75% 242.3 F OF 6"SDR-5 wC® ' 4725 5 PVC 0 -- r'ni_�_ 4725 • cmv c°0.c_z- +^�az Z i W RECORD- '797. 199. " U , vi u u w LF 0 N No awna� Wcq p 4720 m z v v u z`,p i 4720 p OF g SDR 5 ,n n M-- - iOf Y W n< m O 2�.0 +� N� W Q m z C`n z _ ID _ � w w - �� Z Y 4715 -_-_ - N I. mom_ n0 vvu Mo �a u_ Q m . 3 In 4715 - z —_- n - Q Z -- Z 0 nz z3in v~i v w Z ~i �� - - ¢ Z LL Q m V 4710 Xcp0 0 - - - - - - - - - - - - - 4710 Z J O Q as - --r- - - - � � f/) w � II I1 II yr - _ W N w W VI 3: N W 4705 w w 4705 N 0 m m - ORIGINAL DATE:01112106 - - - - PERMIT SET 4700 li. - - _ _ _._. q p ISSUE DATE: D311SMS CONSTRUCTION SET n m v a o c n N m '� m m o _n N rn N .� o O n n n m ,n ISSUE DATE: D4104106 n� mN mm ON �� tp0 �O� .N O� �O� n,7 rnm h0 VO On C� Or pp Nm NO n0 O h r; ad vl vi ao m I'll: of of of ri v vi ui vi rc r� r ao col DRAWING NUMBER: N N N in n ✓NI M nco �� M✓m1 nn co M M M n h n n n n MtO1 n n �7/2�07 N N N N N N N nn n M n n n n ✓1 n n ^ M n ^i �� as ay as ad vy a� ap a� as ad, as vd, a.T a,r as as as ad as as 0+00 1+00 2+00 3+00 4400 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 V\ I I • REVISIONS • O �ISSUE OATE ISS—UE MBE I_ I Bm DATE DESCRIPTION I 1 � FF=4739.0' N i L Ah T T T T l-T_ 7 T- O^E 5H Y 1�1 w -- °i END IE=4731.97 I I �j"i � WZZ -- #I INSTALL 8"X6" SERVICE TEE WATER MAIN CROSSING JV I n i:C LOWE'S NIW INC. 11.FARADAY AVE.SUITE 140 CARLSBAD,CA 92008 Yr� 760.804,5300(V)760.802.1016 IF W- -W..---W- _ —_ IN tsar l • �r • SEWER LINE "A" I, 4735 = I - - --- -- - - - -- F 4735 Lu 4740 4740 4735 - - - - _ _ _ _ .- - _ 4735 Jci _ - - - - - EXISTING GROUND FINIS ED GROUND 'n _ _-_ - - - - - - - - - - I - 4740• • 4740 -.. _ - - - -- - Lu LLJ 4735 - - 4735 Q MINIMUM URY - - - U m - - - J Q 4730 JI _. _ _ - - 4730 MAINIAIN o Z Q' MIN. SEPAR TION m - - - - - - _ - - - - - - - - - - - - d Q O Lu Z ¢ Z Z � � Q 4725 4 U) w 2 ri v J k' _ _ O W u z j N UJ > +s + LlJ 4720 - - w N 4720 LU O m m to 3 G= - ORIGINAL ISSUE DATE:011112100 - _ 4715 - PERMIT SET i193UE DATE: 03H Sf08 - - % - CONSTRUCTION SET SSUE ^o <m ^a N ^ (DRAW NGTNUMBER n n n n n 00 C ^/L V 14+00 15+00 I REVISIONS i j III GENERAL NOTES 0 enEsossr �TWWT Issue w,E REFERENCE LANDSCAPE PLAN FOR LANDSCAPING DETAILS. DATE DESCRIPTION 2 USE CITY OF BOZEMAN STANDARD FOR INTEGRAL IV CONCRETE CURB AND GUTTER FOR SACCO DRIVE, BAXTER �rt�: LANE & TSC HACHE LANE. 3. CATCH CURB SHALL BE INSTALLED FOR TSCHACHE LANE, ---- BAXTER DRIVE.- I 1 I I r I I PARKING FIELDS. ALL O DRIVE, NORTH AND A EXTERNAL OTHER CURB SHOULD BE SPILST L CURB. v � t 4, CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF 11 r ?y' WATER AND SEWER SERVICES. CONNECTION TO SERVICES SHALL COMPLY WITH CITY OF BOZEMAN STANDARDS. - 47 i 5, CONTRACTOR SHALL TIE ROOF DRAINS/GUTTERS INTO UNDERGROUND STORM DRAIN SEWER. ____ CGO QRIVE-- ---- _ I lip, 6, UTILITY CONDUITS TO HAVE MINIMUM OF 30" COVER 47 --�- I FROM FINISH GROUND. " f � I .ram' r, I- - -- - - _ o - -` '�- -I 7. PARKING STALLS SHALL BE 9' WIDE BY 20' LONG �I I J�l � � � 1` I "" °S i• - •, • J =_�__ - 1` UNLESS PARKED AGAINST A CURB, WHICH THE LENGTH 1�N T I � 1 SHALL BE 18'. A GROUP OF CONTRACTOR STALLS Q a t�jh �'fr/ J •r• 't^• '�• II - LOCATED NEAR THE LUMBER PICK—UP SHALL BE 10' 1• " WIDE AS NOTED ON PLANS, as �rW'� �1 II -- —°--1.i� --. - /•° 1 1 J.» �1=• .- '\ o f � � I I I 1 I r _ _ _ _ a _ •ter j I B. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES ETC. WITHIN CONSTRUCTION ` — AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. / I II I L '"' _ I `�, it �'�., J I [,� a •`(�= m\ '-1 � ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES & LOWE'S SPECIFICATIONS. 1 I ° •A � 9. ALL DRAINAGE STRUCTURES SHALL BE PRE-CAST. 10. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES II - I SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND II 4 BE INSTALLED ACCORDINGLY. _ � 4 `� / D-1 I 1• 11. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITYWE"S +' I COMPANIES HAVING UNDERGROUND UTILITIES NT SITE OR / r / / ` IN RIGHT—OF—WAY PRIOR TO EXCAVATION. CONTRACTOR 0�1 ig I I I 11 SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE yg g ' ( \ N I` ALL UTILITIES PRIOR TO GRADING ACTIVITIES. �-.S SLE FF =4739.0 I I '� I IT, t, 12. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED, O Qm 13. AFTER PERMITS HAVE BEEN OBTAINED & EROSION I II r 'I — — \• i CONTROL MEASURES INSTALLED, THE CONTRACTOR TO 0" 2" OF SUBGRADE AS PER SECT R AL GRADB DI GARDEN E CENTER TIION APRONS LL�OJ o �I I 02300, DIVISION 2 OF LOWE'S STANDARD SITE n d \ GRADE TRAIL ® U SPECIFICATIONS. _ ,59 MAXIMUM, -fl I I I 14. FOLLOWING BUILDING PAD SUBGRADE PREPARATION, • • o.. IMMEDIATELY APPLY & COMPACT STONE BASE FOR I A / / OR TO EXCAVATING INTERIOR & PERIMETER FOOTINGS LOWE'S HNV.INC. 1530 FARADAY AYE,SURE 140 FRENCH DRAIN SHALL BE INSTALLED IF DIRECTED BV THE CARLSBAD,CA 92006 GEOTECHNICAL ENGINEER OR AS SHOWN ON PLANS. 760.e04.53oo Ivl 7e0.e02.101e IF I � 16. GENERAL CONTRACTOR SHALL PROVIDE 2' z 2' x 6" • . THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF BUILDING. 17. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH • 0 II t 1 b 1-T� DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. ( f _s - --• a a ` I °I 18. GRADES NOTED INDICATE FINISH GRADE ELEVATIONS. TO W CALCULATE TOP OF CURB. ADD 0.5'. ADD 4700 00' ON _ I SEE NOTE 20 FOR TBM A I FINISHED GRADE ELEVATIONS. - DATUM REFERENCE III I Tg I T' _ W 19. VERTICAL DATUM IS NAVE) 88 AND IS BASED ON ` o — cT+` b� G' 1 S 1 ( CPS—OBSERVATIONS REFERENCED TO FIRST ORDER II ti U SOUTHEAST BASE" N BENCHMARK "BOZEMAN S WITH SELEVAT ON TAKEN AS 4712.41 FEET. W -- _ •,\ — T yY. _ i 20. TBM 1 Ys" ALUMINUM CAP MARKED = SON-MAIERLE, 4740 I •�. t•„ � � ''i � INC 10692ES" NAVE) BB ELEVATION =d740.35' g* I +• p� �✓ - 41sk z Lu GRADE TRAIL 0 m o LLI II III I Fy7° MAXIMUM47 �i Z a1 _ w Q 0m I 1_ (L O Q Z L` N N � - O O / r O ORIGINAL -o'/- MATCH GRADE AT PROPERTY LINE ISSUE DATE:01/12100 / - PERMIT SET ISSUE DATE: 03115M CONSTRUCTION SISSUE DATE: ET RECORD DRAWING DRAWING NUMBER: a — N 9 — — — — I 07/2007 SW-1 / �— / / _ ® / v • REVISIONS T• UTLET PROTECTION ¢�' C2 1 A. V° Ay� 26+ ,� w,E MATE _ -� DATE DESCRIPTION "� n x�nwa caxacnwl 10 s' / ,�. % �: � t .A 9 98/ -,� • � �L \ m� 1� nno nruulan _-_ '��• / \, 1 A �. � � \• � ���•. ,. F Q goo wrrHwe guru MFI b 0� INSTALL FES WITH 1 •i / OUTFALL PROTECTION pGOi X 1 % V / N r_l 1, 210.9 LF OF 6' PVC AT 0.3% SLOPE H r ,47 �i i r f ( \ MH na lO E = 4727.5�` INSTALL CLEANOUT i �/j / / • • LOWE'S HIW INC. 1530 FARADAY AVE,SURE UO 8.4 LF OF 7< I CARLSBAD,CA 920O8 a IE = 4727.75 PVC / / - i 760.804.5300(V)760.602.1018(F) Ot 2500 G NDE D- OIL3 SW-2 PRECASTS OIL // 6 SEPARATOR OR APPROVED EQUAL IN rzex l 1 SAND/OIL SEPARATOR GRADES 1 • • SW-2 STORM DRAIN LINE"A" W -- - _ - f _— -- _ —. - - - m 1A x0 p { --. U 2 U 4745 Zti'rn. -_-_ _... - __ -__ - - - -__ Z- _.- ___ -_- _ 72 Lu a�UZ.^ _ zO. + mO+ FINISH GRADE n N ma+ iI lJ^wy4740 4740 ZM 8.7' EXIST I G GROUND 4735 7 q• COVE* _ ^a13 J x �ix v1 s z 3 ¢ n� 3� I 2.8 _ COVER ✓1 Z - --— �p I -- —------ - - - L- - .6' - --( 8• ER - -- ---- - -COVER ----- _ l - - 4730 — - — _- --- -- -- - — — --. I - OVER ---- - _ - - -- F _..10 .8 LFS F0.42.. OVER - - -- - - L 0 ® 9% 4730• N • _ �T@:3: F OF 1 - _-H PE S=O. H H --- 214.1 LF F 24M HDP ® 5=0.20 "+1 -Q S�0.1.% .1...1 _.0 LF 1 7, I ..--WDPE.. W a 84.6 LF 0 30 R ® S 0.07 H PE 1 LF OF 3 C m a725 RCP ® S 0.087. MA 214.1 LF F 30" RCP S=0.077" 2 2 �qk THIN 8' MAINTAIN 18� 8 MINUMU SEP RATIO W ---- ---- i. - _ _I._. --- ------ - - ---- 4725 O -- I _ --- - _. --- --. _ ... _ - --- - -- ------ - -- -- ----- - - - -{ W r JQ *� O nnn d aUl 2N ZVI v Zv Z LL Z Q y J v IY eea �Z ww w m v, w u-�o U - a710 4720 �0 w U w m FO Nio - - - - - - - - - - �i- - - --- - - J Z W W N N.(.7 W W w W _ W W- 3 U� _ L- N H - N Oi I _- 10'J _ - -_-_ _ _ a _. _ _ _ Q Z_ _ � nm T _ - - va tI as - A x n 1 4715 z N 1n In �o 6� 'wNo ry l NN _ _ _ -.i LUrV wU -__ - - - - --uw �_w w. F ..- 4715 LL LL < Z a N N ¢ - - I _ __._ _. __ _ _ a rnoa oo r I ¢� Q~' O WWow 0N04710 4710 Q Rw O co co i I I DoORIGINAL I i - --- - - - ISSUE DATE:01/12MO .._. PERMIT SET ISSUE DATE:03115106 4705 CONSTRUCTION SET ISSUE DATE: 04/04108 „I♦ M n� e ai DRAWING NUMBER: n. �7���77V -_ S W 2 0+00 1+00 2+00 3+00 +00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 IF = 4727.79 REVISIONS 4.5 LF S 6" PVC x IDSET v T.DKT AT 0.60% SLOPE P C O�BsuE DA1E •sue atE 9.5 LF OF 6" PVC _ AT 0.60% SLOPE i SERVICE CONNECTION TABLE DATE DESCRIPTION \ C 1 I \ / SYMBOL SIZE/TYPE INVERT ® CAP MIN SLOPE / \ �� � PV °° �� I �i _ • ® s=wx/v,e ® vnnox eqf \fir y 7 1 IE = 4727.27\ IE = 4727.54 '-. // � °o � I R� ------------ N -- _ \ N sw-3 \ a I \\ z zs M B \ �� \ \l � I P..a I � INSTALL END CAR.W/\\\\\ \ FENCE POST AT SURFACE s 1 1 FF=4739.0' -1 2500 GAL ANDERSON 'PRECAST SAND 14 11 I \\ MH OIL S�PARATOR OR APPROVED , •.� m \ I \ \ / t I \\ \ ,. LOWS HIW.INC. ` \\ \ / W 1530 FARADAY AVE,SURE 140 CARLSBAD,CA 92008 \\ 760.804.5300(V)760.602.1018(F) �Z I cwwm�ia.uF w�m.rss*'ncs•mwnwra I STORM DRAIN LINE "B" IM l6DI 1 M wf m� W I - J�WZ^ -_._- . -.. I' <Zx ^rlf - -- 1 _---- �_-.__ - - jo a 0 i 4745 a: FINISHOWz- o Lu -XSTI G GRyUN6 ��o - i --- _ n q,; J �}Q d N J J M Q V W m Q V J _ d m d ---- - OJ 4740 o w m� _-.. -_ ---_ ----_._ I. -,7� - --- - - - ---- - ---- - - Fi171 —� z 3 - - - — 461 .3' 1 ij 7.6' - 6 3 OVER 4735 'r 7.4 COVER - - COVER 5. 6 4735 - 1 237 Lf OF b° Hf1PE , 5=0.227, 167.9 LF -F 12"-HDP �O-S 02Z -- -_ -- 4730 I — 01 L OF 1 " HOPE ® =0.31% 251 LF'OF t " HDPE ® =0.15 -- -- 473 0 Lf OF rHOPE�" -- W LLJ 4725 - -.- -. 3 ._ 3 3 r w w ^ 4725 d `0 �>W °i.iD-LW^Mi•. [w� _ - --- - ZJW LL Z u U 4720X rn 1 — c6 4720 lz O + J 4 a N N— NJ ON F O-H T NZ QCG jmq: 4715 -vmod11.oNe:dNaa 1Ea111J Kr3 _ - <v~i?-a_ - _ -_ _----_- -yI7I_NaU�d-.atisN.. •I --_ --__ -- : - - --- - -- Q N. � � �W c`¢J11 C N LcZJJVU > 1 V cn f/) J m m 4710 - -- -- - - 4710 O ~ O d ORIGINAL - _ ISSUE DATE:01/72108 4705 IIV7 PERMIT SET ISSUE DATE: 03115lOB - CONSTRUCTION SET m aD N N n ^ M < ^ M rn rb M n ISSUE DATE: G4104M M m ro to M _ Ol N Or m N rfl ^q ID N t0 Ol ♦ W O Or tD N O t` t; of�: "�r M r a^ <^ N� m m n I , m m'6 -ID o'n O^ 0 o6 °l^ O epOo 0 0 07/2007 DRAWING NUMBER:MMM M^ ^^a0 `*a ad ad dd I da dd dd ad dd ad a '� J�1\ A/_/� V\Y/ VS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 PlllREVISIONS�7• O 1.%UF OAiE �IBBUE M1E DATE DESCRIPTION SERVICE CONNECTION TABLE �\ SYMBOL SIZE/TYPE I INVERT ® CAP MIN SLOPE ,a 6" HDPE/PVC 1 4734.25' 0,5% ds 14 0-4 1 \ J; u Y H C2 LOWE'S HIW,INC. 1530 FARADAY AVE,SUITE 140 CARLSBAD,CA 92008 1760.804.5300(V)700.802.1018(F) \ Davrivarrmoe2aanba[u lxvR6lSD I (IM RLT) STORM DRAIN LINE"C" I .N 4745 .� ..._. W O oM FINI 3H GRADEz z _ a 4740 N E4am + of XIS o I I �J 4735 - C VER COVER - - - - 4735 i - - - --- - -- - I --- - --- - - --.-_ _ - r � i 4730 COVE " 4.3 F 12" H PE ® S=O. 4730• • - F 12 HDPE S=O.tR% UJI 4725 ,� ii N. ^� I ! ' _ 4725 a r1O �. m. --I --- -------------- - I , d e cry Li 4720 -Nas . o� - �___- - ___ -__ _ _ _ _ _ - - - - - - _ 4720 LLO Z m nn _.__ - _- __ ---___ --- a Z 0 In 4715 4715 � O Z i5 IJ_I 5 IN D off.. 0OO 4710 4710 ti cl) J m [oORIGINAL a ISSUE DATE:01/12/00 PERMrr SET --- - --- 47 ISSUE DATE: 03/15lO6 I CONSTRUCTION SET I?co N.0 o a", N N o rn m a rn N n ISSUE DATE: 04/04l08 e a rp 07/2 07 n rn Ino a DRAWING NUMBER: ac ac ac ec ac ac oaa SW-3A 0+00 1+00 2+00 3+00 I • -- -- - --- - - - --- �_ REVISIONS _.. _ - _ _- 4725�{ - =�ZS - aE elo set ros*elo see �5 //j/ _ _ issue once Issue wje R_LAN --- -- _ LEGEND: ' - - \ _ - . - —___ - -- I /\ 11 5825 EXISTING CONTOUR MAJOR_ - � _ _ _ _4 ���_ DATE DE ION _ - �. L)._ EXISTING CONTOUR MINOR 47 30\ -" -- -- -L- -- - rj1 -`'� SILT FENCE (SEE DETAIL©) \4.3 SWALE _ 0`� !�-�- Ip'� � - _��, 1 \ 1 \ - \:. - - - - TEMPORARY DIVERSION BERM/DITCH 1 - - --SEE_SHEET D-6 FOR BARTER- — \ `'�'`J\ I- LANE\SILT FENCE PLACEMENT ___�_ ` �Q 30 AREA OF CONSTRUCTION DISTURBANCE _ STABILIZED CONSTRICTION ENTRANCV0 ��. - - - • • 1I - WITH MIN, WIDTII4,& 25'-AND MIN y _ -N- CONSTRUCTION ENTRANCE _ IF 'SDI LENGTH OF 100' SEE DETAIL D-5 a 3vll'', GRAVEL SURFACES _ J b, - - ��-~ - (urrearl I• SEQUENCE OF MAJOR ACTIVITIES: - \ r A. APRE-CONSTRUCTION MEETING SHALL BE HELD BY THE LOWE'S HIW, INC. PROJECT �.._ _ �`� ter_ _ _ \ -. 13OZEMAN REPRESENTATIVES SHALL BE PRESENT, TO LAND DISTURBING ACTIVITIES. CITY Of ✓ \ Im MANAGER AND THE OPERATOR'S ENGINEER PRIOR I SWPPP PLAN SHEET ARY CONSTRUCTION ENTRANC / XITS AT LOCATIONS SHOWN ON THE �TEMPORARY SEDIMENT(BASIN S CONS L CT TEST. ES E SEE NOTE 13C. INSTALL PERIMETER SILT FENCE FOLLOWED BY THE TEMPORARY SEDIMENT BASIN, DRAINAGESWALE, AND DIVERSION DITCH AND BERMIN THE LOCATIONS SHOWN ON THE SWPPP PLANCONSTRUCT BERM AND DIVERSION7, 7 TEMPORARY( I SHEET $4 DITCH AT NORTH PROPERTY 30" RCP CULVERi'� _- - SWALE WITH RACK CHECK DAMS. .}, D. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE w S BOUNDARY. DRAIN TO SWALE AND ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE I---+ SEDIMENT BASIN SEE DETAIL LINE WITH EROII' CONTRO�LANKET NAG S758N OR EQUAL ACTIVITIES ARE PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. D-5 ) SEE DETAILS 2�- 4 ti D-5 D- D-5 I E. COMMENCE SITE GRADING. o � Vr F. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. V U \ I ❑DO >� (SEQUENCE CONTINUED ON SHEET SW-5) \ "`" -- _ EROSION CONTROL NOTES: 25-FT WIDE DRIVE LOWE'SHOMECEN7ER__yINC. SEE NOTE 11 _A ( - \ 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN 1530 FARADAY AVE.SURE 710 CARLSBAD,CA.92008 RECEIVED FROM THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) AND LOWE'S j \ HIW, INC. 760.804 5300(V)760.802.1018(F) 2. THE GENERAL CONTRACTOR MUST STRICTLY ADHERE TO THE STORM WATER POLLUTION • „ • PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. I cama Am k.xu's.� m. I 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION CONTROL • • MEASURES HAVE BEEN INSTALLED. r� 4. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) _ DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS �.I AND BE COMPLETED WITHIN 48 HOURS Of REPORT. 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR r\� \P _ SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT O APPROX. LOCATION APPLY, �I OF DEWATERING DISCHARGE 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED _ NECESSARY BY ON SITE INSPECTION. OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR 10. IF INSTALLATION NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 11. COMPACT AND MAINTAIN 25-FT WIDE DRIVE FROM STABILIZED CONSTRUCTION ENTRANCE l� TO 30,000 SF LAYDOWN AREA AND 25-FT WIDE DRIVE FROM LAYDOWN AREA TO BUILDING • • PAD. DRIVE AND LAYDOWN AREA TO BE CONSTRUCTED OF 6-INCH COMPACTED STONE. U) m COORDINATE LOCATION OF LAYDOWN AREA WITH LOWE'S HIW, INC. PROJECT MANAGER. Z Y I I / 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO LIJ m &ESTABLISH PERMANENT SOIL STABILIZATION, W 13. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIN BEFORE IT=FULL FROM SILT FENCE BEFORE IT IS 33% FULL. BASIN SHALL BE 140' X 100' � v WEIR CONTROL OUTFALL. 25-FT WIDE DRIVE - t, ^�>. z ' Z SEE NOTE 11 c 14, ALL WORK IS TO BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD Lu Q m - SITE SPECIFICATIONS. W Y. 15. ALL CONCRETE WASHOUT AREAS SHALL BE LINED WITH 10 MIL POLYETHYLENE SHEETING Z (n O AND CONSTRUCTED ACCORDING TO DETAIL � TO PREVENT WASH WATER FROM LEAVING = Z _ THE DESIGNATED AREA. D-5 an d LL GRA L LAYDOWN �n 16. CONTRACTOR SHALL DESIGNATE THE LOCATION OF ALL DUMPSTERS, CONCRETE WASHOUTS, ° 0 C Z AREA (S GING AREA) v 1 �- FUEL TANKS, AND PORTABLE TOILETS. C7 C Q EE NOTE ,,J /I 1 .-''x �- _ '�L 17. CONTRACTOR SHALL NOT PERMIT ANY CHLORINATED WATER FROM THE FLUSHING OF WATER Z CL uJ N w LINES TO ENTER STATE SURFACE WATERS. CONTRACTOR SHALL CONTAIN WATER MAIN THROUGH > r "FUTURE HOME THE USE OF BERMS OR OTHER BMP'S AND SHALL NOT PERMIT THE WATER TO ENTER STORM >O O O a OF LOWE'S" yl% ;;f �< ,��I STABILIZ DRAIN OR SANITARY SEWER. C'J (� J m m a _ SIGN LOCATION X`��r '�r.'� i I° •� CONSTRU TION ��I A 1 A • • ENTRANCE WITH ° 7 \ 18. UTILIZE PERMANENT SEEDING ON OUTPARCEL PAD AREA. ORIGINAL "-If; - \ MINE WIDTH(OF 25' 1 1 / 1 � _ � 19. CONTRACTOR SHALL PROVIDE TRUCK WASH DOWN AREAS SUCH THAT THE WATER DOES ISSUE DATE:01/12/O8 11 �1D`.MIN. ENGTH I PERMIT SET 11�- S E DETAIL D_ NOT REACH STATE SURFACE WATERS. WATER SHALL BE RETAINED ON SITE THROUGH BMP'S \(X D l 1 AND SHALL NOT BE PERMITTED TO ENTER STORM SEWER T Y ISSUE DATE: 03n5106 CONSTRUCTION SET -'—"-------- -- - - - ALL TIMES C BRING ABOVE GRAD (�]jJN�F{(�]—J�RABMP S DRAWING NUMBER, ISSUE DATE: 04/04106 ----- - I- - -�- t % - — SEDIMENT INFILTRATION AT EALL TRUCK E A P D W '� � \� � (I/ � FROM LSED MEN , AND WEL C C - <\ PRIOR TO FINAL CONNECTIONS. �+,/�I l 'f T�CHACHE LANE \ I -- - - S V V-4 III '•,.�I _ ` , /,- - \ �� I/ 21, REFERENCE SHEETS OR AND DAL FOR ADDITIONAL EROSION CONTROL DETAILS AND _ --�_ '` � -�U 111 SHEETS L-1 AND L-2 FOR ADDITIONAL LANDSCAPING DETAILS. • i _ --- - - - - - = REVISION 4,S i- - - EXISTING CONTOUR MAJOR C' s� D Iss EMh _ _ DATE eon EDESCRIPTION --- ' �-Lu. -L. �.� � �---- -, �,- _ - - - -------- - ----- _ - `��%�.\� ------------- EXISTING CONTOUR MINOR /4 r ( _ -- - S,- _-,I _ - - -_ e 1 _ q?.j` PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR SILT FENCE (SEE DETAIL ©) D-5 471 }yl,. AREA OF DISTURBANCE PARKING LOT LANDSCAPED AREAS (SEE SHEET L-1 I, II -_- _ �EQR/BAifTER- �_ 'lIl - __ _ - - `- - .7.: DRYLAND SEEDING (SEE SEEDING SPECIFICATION, SHEET D-6) SEE-SH€£T-0-=6 LANE EROSION�CONT*01l PLAN. _ I -, ® WETLAND SEEDING (SEE SEEDING SPECIFICATION, SHEET D-6) � -1 - -\ � • r [� I7, OUTFACE PROTECTION (SEE DETAIL �2 ) 4 3ei, III ��1 J/ -2 DIRECTION- - i I a ,••a 3,3„ DIRECTION OF SURFACE FLOW AFTER MAJOR GRADING CURB INLET PROTECTION (SEE DETAIL �`4 DROP INLET PROTECTION (SEE DETAIL D 6 ) O„ EROSION CONTROLNAG S75BN APP LANK EQ UAL DETAIL� ) p� T,.�R� ��-- = -\� ; �- SEQUENCE OF MAJOR ACTIVITIES: (SEQUENCE CONTINUED FROM SHEET SW-4) A, G. INSTALL INLET/OUTLET PROTECTION AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT ETEIq-BN�EET D \THE ENDS OF ALL EXPOSED STORM SEWER PIPES. I U H. FINALIZE PAVEMENT SUBGRADE PREPARATION. r o III I I _ I INLETS, AREA INLETS AND STORM DRAIN MANHOLES AS I, CONSTRUCT ALL CURB AND GUTTER GUTTER LE S EA CO �\ pp -1 SHOWN ON THE PLANS. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION- w =g y - PLACE REQUIRED OUTLET PROTECTION AT LOCATIONS SHOWN ON THE PLANS. S� OPEN CHANNEL SWALE. LINE � J. REMOVE INLET PROTECTION AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. WITH EROSION CONTROL BLANKET rJ- 1�Cam NAG S75BN OR APPROVED EQUAL K. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. SEE DETAILS �-1, I i 0-5 D-5 ,�-6 L. CARRY OUT FINAL GRADING AND SEEDING AND PLANTINGo -I M. REMOVE SILT FENCING ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE � a U STABILIZED. N. REMOVE TEMPORARY CONSTRUCTION ENTRANCES/EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN �I THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). ,: ti I I \ / / / f _ _ _ _ _ - -.. I - `` \ -A f /\ - •LOWIll HOME CENTERS INC.• �'• -f_ I 1530 FARADAY AVE.SUITE 140 1 EROSION CONTROL NOTES: CARLSBAD.CA.91000 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEO) AND LOWERS HIW, INC. 760.804.5300(V)760.6021015(F) y' _ -A • • 2. THE GENERAL CONTRACTOR MUST STRICTLY ADHERE TO THE STORM WATER POLLUTION PREVENTION I '" I PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. _3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION CONTROL MEASURES • • HAVE BEEN INSTALLED. 4. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 'I I S. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS --. - SPECIFIED. S C v� _ I e� \ \ t \ I .I 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) DAYS L-, - - AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED W F1-� I , �1n TL3U�r _WITHIN 48 HOURS OF REPORT. le", T 7, THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL 1AKI \/ ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. V 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. O .9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY _ o" BY ON SITE INSPECTION. r , - Y WEATHER OR 10. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED B // ' .NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC ~ RE-SEED DISTURBED AREAS IMMEDIATELY �I 11. COMPACT AND MAINTAIN 25-FT WIDE DRIVE FROM STABILIZED CONSTRUCTION ENTRANCE TO 30:000 _ I ADJACENT TO TRAIL PARALLELING I SF LAYDOWN AREA AND 25-FT WIDE DRIVE FROM LAYDOWN AREA TO BUILDING PAD, DRIVE AND I - j EXISTING WETLAND AREA (SEE SHEETS /� LAYDOWN AREA TO BE CONSTRUCTED OF 6-INCH COMPACTED STONE, COORDINATE LOCATION OF • • L RE SEE L-2) WITH WETLAND SEED D ALL OTHER RAIL AREAS WITH I �I�T •LAYDOWN AREA WITH LOWERS HIW, INC PROJECT MANAGER m — y DRYLAND SEEQ MIX UµLE55'5HOWN__OTHERWISE._-. - ��-x .12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO Z >< � ESTABLISH PERMANENT SOIL STABILIZATION. -':13. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIN BEFORE IT IS 25% FULL AND FROM j `SILT FENCE BEFORE IT IS 33% FULL. > _ _ ��- nV \r �_ Ily - I-L-- ° SPECIFICATONS.1,t. ALL WORK IS TO BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWERS STANDARD SITE Q �15. ALL CONCRETE WASHOUT AREAS SHALL BE LINED WITH 10 MIL POLYETHYLENE SHEETING AND 111 /\ / I \ t I�/ i `CONSTRUCTED ACCORDING TO DETAIL TO PREVENT WASH WATER FROM LEAVING THE DESIGNATED U' Ir - \ 3 Q W AREA. � Z 1 0 TWASHOUTS, F EL Q i, T F A DUMPSTERS CONCRETE U CONTRACTOR SHALL DESIGNATE HE LOtprTB)N 0 L 16. CONTRAC 0 SH L DES L Z- - TANKS, AND PORTABLE TOILETS. 0 a 0 Q s 17. CONTRACTOR SHALL NOT PERMIT ANY CHLORINATED WATER FROM THE FLUSHING OF WATER LINES �S I Z _ _ _ j TO ENTER STATE SURFACE WATERS. CONTRACTOR SHALL CONTAIN WATER MAIN THROUGH THE USE OF C7 a �Q I ):I�l \'1rn0' r j� :! BERMS OR OTHER BMP'S AND SHALL NOT PERMIT THE WATER TO ENTER STORM DRAIN OR SANITARY Z_ a l:l.l W I,Ir \` \SEWER. q� 3 N N u -- I18. UTILIZE PERMANENT SEEDING ON OUTPARCEL PAD AREA. [.L Q O O — / U (A J m m L' a ' 'I 1 / / __ -_�19. CONTRACTOR SHALL PROVIDE TRUCK WASH DOWN AREAS SUCH THAT THE WATER DOES NOT REACH • • I --—�_ - I I \ } ' STATE SURFACE WATERS. WATER SHALL BE RETAINED ON SITE THROUGH BMP'S AND SHALL NOT BE ORIGINAL - - ! alnv^� �»-- I• _ /{ - PERMITTED TO ENTER STORM SEWER OR SANITARY SEWER. ISSUE DATE:01112ma -- . PERMIT SET - / / 20. ALL DOWNSPOUT, GARDEN CENTER, AND TRUCK WELL CONNECTIONS SHALL BE PROTECTED FROM ISSUE DATE: 03I15I08 -_ - - �__-_-- _ro- \ i -- j�- SEDIMENT INFILTRATION AT ALL TIMES. CAP, BRING ABOVE GRADE, OR PROVIDE BMP'S PRIOR TO FINAL CONSTRUCTION SET --_� ,^ aCONNECTIONS. ISSUE DATE: 04I0N06 -_ - _41 - - ONAL DRAWING NUMBER =21. REFERENCE SHEETS D 5 AND D 6 FOR ADDTI EROSION CONTROL DETAILS AND SHEETS L-� D E \ �_ D L-2 FOR ADDITIONAL LANDSCAPING DETAILS. RECORD WING 11 - -,�- - AN DRAWING - TSCHACHE-LANE"-- - ,';�' -_--___-- ------ SW-5 I 07i2007 I NORTH SOUTH REVISIONS s� R/W R/W ® JEogTE 80' TO 90' SEE TABLE FOR OVERALL WIDTH DATE DESCRIPTION - - 6.0' LANDSCAPING 6_0' OS' BACK OF 61 VD. VARIES— � � CURB (1VP.) 5' BIKE 5 BIKE �1,,`,I RACY %13' LEFT DRIVING LANE ' DRIVING LANE — 12' STRAIGHT DRIVING LANE 11 D?IVING IANE—�}�-LANEf.L I.i _-`Z% , C BLVD. VARIES LANE $-2% � �' BACK OF $-3% CURB (TYP.) 1 G.O.B. SIDEWALK— _ ISLAND WIDTH �17 NORTH zY COB STU CURB & GUTTER CENTER 4(1' T SOUTH 27' C08 STD CURB & GUTTER 6" OF t TYPE 4"ASPHALT A CRUSHED BASE COURSE 8" 0 INUS SUB BASE AGGREGCOMPACTED SUB-GRADE 6 PEDESTRIAN ISLAND DETAIL �" SEPARATION FABRIC ON COMPACTED SUBGRADE --- - ( T , BAXTER LANE STA 11+70 D-1 NO SCALE D—1 NO SCALE SOUTH • • NORTH R/W R/W ti o�,1j1 80' TO 90' (VARIES) 5' BIKE 17 UOU LE LEF i 5' BIKE .n 5 BLVD VARIES 11' DRIVING LANE - —11' DRIVING LANE BLVD VARIES 5 SIDEWALK 0 5 BACK OF LANE TURNIN„ LANE LANE SIDEWALK ( ) 9 (TYP) S 29 s¢ > S 2% CURB TYP � � S=3% �� .\ 1 \� ,\ 3% COB STD CURB & GUTTER \Y \y t / \/.; \ y�\/ \ -/,\ \� \ \,77T,\\ \ \ \ \ \� ,� ,\ '- COB STD CURB & GUTTER COB SIDEWALK (TYP.) 4" ASPHALT �18OF -MINUS SUB-BASE AGGREGATE 6' OF 1 TYPE A CRUSHED BASE COURSE COMPACTED SUB-GRADE SEPARATION FABRIC ON COMPACTED SUBGRADE r 2 l BAXTER LANE STA 20+29 - U D—1 NO SCALE 4�7 - R' SHOULDER T 12' RIGHT TURNING LANE --}-- 12' DRIVING LANE -h-- 12' DRIVING LANE - 14' LEFT TURNING LANE 12' DRIVING LANE ------- 12' TURNING LANE -- 8' SHOULDER S=4% STREET SECTION NOTES: 1. COMPACTION FOR SUB-GRADE, SUB-BASE AND CRUSHED TOP 'Q A 4,1 SURFACING SHALL BE 97% ASTM D-69& a s J - - 2. PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF 95% - B coMl-nr rFf rt+ 2,aDC - ASTMO-698. R� 7 \\ 4" ASPHALT OF 1 �" TYPE A CRUSHED BASE COURSE 18" OF 6"-MINUS SUB-BASE AGGREGATE SEPARATION FABRIC ON COMPACTED SUBGRADE NORTH 19TH AVENUE • LOWE'8 R01V IBC. D-1 NO SCALE - 31' WIDTH 9 (TYF,) 0.5' BACK OF 1 E30 FARADAY AVE,SUITE 140 15' DRIVING LANE 15' DRIVING LANE CARLSBAD,CA 9200E NnR1H SOUTH CURB (TYP, S=3% S=3% 760.804.5300(V)760.802.1018 IF GOB STD • • R/W R/W I I -..J_t CuP6 & GUTTER z.= j�-- 60' ROW I I I I �y 1' L' 5.5' BLVD DRIVING LANE —�F 11' DRIVING LANE—�L�15' DRIVING LANE 5.5 BLVD--(� 5 1 L� A SIDEWALK 0.5' BACKK OF I S`2y I SIDEWALK I / COB STD CURB & GUTTER 3 ASPHALT I � 18' OF 6 -MdJUS SUB-SASE AGGREGATE • • \ CURB TYP. S=3% S=3% 6" OF 1 �" TYPE CRUSHED BASE COURSE J COMPACTED $UB-GRADE SEPARATION FABRIC ON COMPACTED SUBGRADE COB SIDEWALKCOB SIDEWALK f(JA \\ �7� SACCO DRIVE CURB & GLITTER COB STD CURB & GUTTER (` 3" ASPHALT 18" OF 6"-MINUS SUB-BASE AGGREGATE D—1 NO SCALE 6" OF 1 �" TYPE A CRUSHED BASE COURSE COMPACTED SUB-GRADE SEPARATION FABRIC ON COMPACTED SUBGRADE 36' DIAMETER TEMPORARY TURN AROUND SURFACE 4� TSCHACHE LANE STA 1+53 WITHIN 50' DIAMETER D—1 NO SCALE EASEMENT TSCHACHE LANE 6" OF 1-1/2- MINUS TYPE A 6" MIN, w O IJORTH CRUSHED BASE COURSE. SOUTH Q R/W R/W rn a MATCH STREET GRADE 60 ROW - 5. z D' S 5 BLVD 1 B' DRIVING LANE 18' DRNING LANE 5.5 BLVD SIDEWALK 1.0 w SS E2ALK f 0.5' BACK OF 5-3% c-39, 9 (TYP) $=2% ///\ \/ // I_o CURB TYP 7 C:OB SIDEWALK / \ \\r � l)F.\` \\'c\\\\\\\�\\�\�� 0\�. �\ y��\ \ \ "!\�\\,�; �\�Y si\�:n��`: COp 9pEWALK � \ L�.`1_ COB STD CURB & GUTTER \ \\�\\/\\j\ \\�\j\\j\ PIT N COB STD CURB & GUTTER OF 1 TYPE AA PCRUSHED BASE COURSE 18" OF 6"-MINUS SUB-BASE AGGREGATE i�\�\\\ j\ / /\ � \\ �\\ SEPARATION FABRIC ON COMPACTED SUBGRADE COMPACTED SLIP-GRADC [ �~ COMPACTED EARTH FIL�ExISTINC GRADE 1' 1' 2' TSCHACHE LANE STA 7+96 (8 THICKEND EDGE DETAIL ¢ ° D-1 NO L,CAL E Z D—1 NO SCALE ¢ �- i SOU R/TH O o PjW Lu p0' TO 90' (VARIES) - LLI J LL Q< Z 5 BLVD. VARIES L SIDEWALK RS'CURB (TYP.) LANE BACK OF 5 BIKE 12' ' DOUBLE LEFT 5'LANE BIKE SIDEWALK 5-2y t 1' TURNING LANE DRIVING LANE 11' DRIVING LANE BLVD. VARIES 5 1.0' � W � ¢ � J 0 w N Lu L _ o U J CDM -.Y - <� • • \ .. \ \:�•" I -. - l \ rF \!ate VAT CJCJ _ ...(.-. ISSUE DORIGINAATE D111=9 COB STD CURB & GUTTER / 4'ASPHALT 1i -" -� %�%\\ / -/L. � �iq\ni�`'U \\�V� \ `^ \ ` Tl% \ \ COB STD CURB & GUTTER COB SIDEWALK (TYP.) PERMIT SET 5" OF 1 �" TYPE A CRUSHED BASE COURSE ISSUE DATE: 03115/0E SEPARATION FABRIC ON COMPACTED SUBGRADE 18" nF 6"-MINtIS SUB-BASE AGGREGATE CONSTRUCTION SET COMPACTED SUB-GRADE ISSUE DATE: 04104106 RECORD DRAWING DRAWING NUMBER: BAXTER LANE STA 29+56 TO STA 32+60 6% FULL SUPER ELEVATION 07/2007 D-1 Nn SC:AIL D-1 OVERFLOW WEIR 40 LF BOTTOM WIDTH REVISIONS �^PPE•BiD SET QPOST&D 9ET /199UF pAIE L941E GATE CREST ELEVATION = 4726J0 1 t TRANSITION SIDE SLOPES TO TOP I \ DATE DESCRIPTION J 7 ' WIDTH ® 10:1 PIPE1{�} / MIN DEPTH = LESSER OF 12" OR 0.5 x D EXISTING WETLAND #W-2-04 �� \ _42-St: J ALL INTERIOR HOPE Q 5 x D .27FSL0 WITH 0 ALL PROTECTION 2 0-2 — — - — — —�t � - -IE(W) a7125.5, IE(E) 47125_Oo / DE?TO EVATIO _ B HYDRAULIC BOTTOMJ EVATION = 477�.0� '— _ _ _ _ _�7 �i — � • • POND BOqTRTOM E1VATION =472410' / — — — — — ASLON'ABLE RELEA`iE I \ D-2 PREDEVELOPMENT = 4 CFS 1 / / 20" R LOW_GE R 40 LF • �`9,y , 0 T M WIDi CREST SWALE OUTLET �PROTECTION Q2 � — — — =_ _____, — �7�70 Rw S�SUOPES 0�9P�AO';r":1 MOT CLASS I RIPRAP •r 'SA �. car-TrIp, D = PIPE DIAMETER 1 �I \ — EXISTMIrC WETLAND #W-3-04 x ALL 3 z D \ TERIOR H E 0.3% SLOPE V\I TH UTLET �M— — — — EMBLH�iSTN PROTECTION D 2 IE(W) 47k3j 8¢ 8 IE(E) 472 .0 rv+ $Y INSTALL EN CANNEL SWALE / 32 NOTE: \ "�7 1. ARMY CORP OF ENGINEERS 404 PERMIT APPROVAL MUST BE OBTAINED PRIOR TO DISTURBANCE OF WETLANDS. \ r2_� OUTLET PROTECTION 2. DETENTION POND INCORPORATES THE CONSTRUCTION OF A . (�7o MITIGATED WETLAND WITHIN THE DETENTION POND LIMITS. \ D-2 NO (N F _J OVERBURDEN WITHIN POND WILL BE REMOVED AND —REPIA= WITH HYDRIC SOILS AT A MINIMUM DEPTH OF 18" BELOW-POND BOTTOM, HYDRIC SOILS WILL EXTEND UP \ POND SIDE SLOPES TO A 4726.5' ELEVATION. — 1 11,, f \ \ 3. SPECIFIC WETLANy VEGETATION WIAL BE REQUIRED AND IS \ / � � • • DETERMINED UPON PERMIT APPROVAL. VEGETATION WILL LIKELY INCLUDE A\VARIETY,0F RIPARIAN SHRUBS, TREES, Y \ LOWE'$HIW.INC. 740 / AND GRASSES. \ \ 1530C BAD,CA 92008\\ \ \ 760.804.5300(V)780,602JD1B(F) LL UTLE7 PROTECTION f STORM D`IN LINE SHEET SW-2 \ y�\ 1,25'MINIMUM 1 DETENTION POND PLAN VIEW D-2 a IA"=3D { W SWALE CROSS—SECTION D—2 No scAL_ O m --- EXISTING D Y EXISTING m GROUND GROUND _ o EL - TOP -- 4--� ---- , Q-------- TOP EL - 4727.0' I 20 y �5T9P�E�4727.0�5��- o 4726.5' EL - 4726.5' _a r_ FIN-1S EXISTING WETLAND 17 ` p. Z m �--- EXISTING WETLAND ` \^-J F-308' BOTTOM EL - 4724.0' BOTTOM EL - 4724.0' GROUND \ 7 n Z y OVEREXCAVATE TO EL - 4722.5' OVEREXCAVATE TO EL - 4722.5' LJJ Z OVEREXCAVATE LLJ J � Q S Q OVEREXCAVATE AND BACKFILL FINISH WITH HYDRIC fn � � �UJ Q WITH HYDRIC SOIL PER NOTE 2. GROUND - - - —12T AND BACKFILL- _ O MIN. 18 SOIL PER NOTE 2. MN. 18 a N N w > t� U � m m � ORIGINAL l 5 , DETENTION POND CROSS-SECTION A-A PERMITSSUE SET 01Azroe PERMIT SET D-2 NO SCALE ISSUEDATE: 03/15M CONSTRUCTION SET ISSUE DATE: 04 RECORD DRAWING DRAWING NUMBER DETENTION POND CROSS—SECTION B—B 07/2007 D-2 D-2 NO SCALE Ill ,2- • REVISIONS ALUPRF�1— R� Aa�F, LEIEGEND�AND BORIDER-GREEN U'ssue ogle I OF OArF WHITE SYMBOL ON BLUE BACKGROUND DATE DESCRIPTION BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES 2'-0" 6"SCII 40 STEEL PIPE `• [[HIS SIGN TYPICA4 Al ALL FILLED W/CONE ACCESSIBLE PAR . WITH TOP ROUNDED. PARKING SPACES n ,1LtiE81wf PENALTY SIGN WITH j U PAINT OSHA YELLOW BYWORDINGSTATE AS REQUIRED cJ i BY STATE OR LOCAL LAW —RI t REFLECTNE ALUMINIUM IR - FILL POST w/CONCRETE z 3 O p N GALVANIZED"U"CHANNEL POST t+ [PAINT CONCRETE BLACK I Zo w O AFTER CURING :p ko j {"DIA SCH 40 GALVANIZED STEEL AT ASPHALT IOCATIONS 0 o m o -PIPE BOLlN70 PAINTED OSHA YELLOW w FILLED WITH CONCRETE PAVEMENT OR rc 0' GALVANIZED'U'CIIaNNEL POST •I HINT CONCRETE BUCK FINISHED GRADE AFTER CURING m p `�Ih, AT ASPHALT LOCATIONS TT 77'o gIN7 CONCRETE BLACK "-�]-�jLL-I]-�TR I I- - -'- I CONCRETE POOO Ps ETER C RIN 4,000 PSI CONCRETE -II_ilE 1- I - II;-_I�I-:1' iI i� m J �- • • O W AT ASPHALT LOCATION$ Il if r fm n:_I11- —4000 PSI 71 Q1 J1! b �33%yt 11 / CONCRETE "• "BIZ 'T'}�I1 tTT - - - I 'I_ Ill - 2500 PSI P.C. Y1� `ice III III:III- CONCRETE MINIMUM '1- ( ) I - I,� REFERENCE I I. I (1 (TYP I QI Ijj. QI Ilf L.-71 I�71'.-III IJI III I', sECnon oust L�jw (il-�I 1 - - F' n"MIN. lillm(I ill III ;III iFlll I:IIL-11,1•IL,+I_ 11n1�1 - - ti Z - LOWE`S DIVISION 2 �- .Z QJ -LII-TI^H� I��-LT11=1_ Illl 1= r-�I N COMPACTED SUBGRADE(PER SPECS) STANDARD$RE SPECIFICADONS AND ITf Ij a I�_I_ I - ITS" - I'fl��l I IT I=I PROJECT SPECIAL PROVISIONST(I rl TTnn TTTT�L T Ana _= I- I J I J 0 CONTRACTION JOINTS SPACE TO BE EQUAL TO SIDEWALK WIDTH }'F(��(ITTDITn III I)- '1"-6' rIII • l�n f� " _ - 4" MIN, m EXPANSION JOINTS 100'O/C L}rrWm _ •' -, I aP•�• a _ �I�t ll�-III _ 3" MIN. 1_ � ® ALL JOINTS SEALED PER SPEC =JII_lr�" R7 It�)IaI LIII 'II ONE AT EACH HANDICAP SPACE (4 INLET APRON WHERE HANDICBE CITE POST WITH SIGN$ MOUNTED BOTH SIDES AP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL D-3 11� STOP SIGN DETAIL �2� SIDEWALK DETAIL �3� BOLLARD DETAIL �� HANDICAP PARKING SIGN D-3 NO SCALE D-3 NO ;CALE D-3 NO SCALE D-3 NO SCALE FINAL ASPHALT REFLECTIVE ALUMINUM LEGEND AND BORDER �$. RED LETTERS AND BORDER ON WHITE BACKGROUND M HEIGHT OF SYMBOL ��� % �% 1wn•• j j` N MINIMUM-28" GRAVEL OR COMPACTED SOIL SPECIAL-41• /J SIGN INSTALLATION TO ADD.!ONAL CONDUIT FOR CAS ONLY r�i �jjy• pi BE IN ACCORDANCE a 2"nSPHAIT TYPICALLY 12'N-12 OOUBLC WALL WITH THE CITY OF BOZEMAN 1$"MINUS CRUSHED ROCK r t CCRRUGATED POLYETHYLENE CULVE A RT 3 m ENGINEERING STANDARDS '-ty,FJx t OR LARGER PER NORTHWESTERN / �/ �9 "w U'APACTED TO 95%OF ASTM D-59B '. ENERGY o a T`�- T,T "tip.r WIDTH OF SYMBOL •F STRIPE WIDTH o^ LOWE'S HIW,INC. 1530 FARADAY AVE,SURE 1{0 MPECIAL=2{" MINIMUM-3" CARLSBAD.CA 92008 1B"N-12 DOUBLE WALL SPECIAL=36" SPECIAL.={" CORRUGATED POLYETHYLENE r CULVERT WITH END CAPS 11 'T'v`jY COMPACTED SUBGRADE�/ AN O tV+NO ,I I ,t T ,III-II 760804.5300(V)760.602 1018(F) 12' 12' 18• �I • • AB' 1 - III PI I(II -II I ,wvr.,r�ooeu.mans resFrnFn My l ��I-1' II II I� II! II II _ - - 9 HANDICAP PAVEMENT MARKING II!�� I��;II III� Ily�lrllinl I III-' 66 ASPHALT TRAIL DETAIL D-3 NO SCALE D-3 NO SCALE 8 UTILITY CONDUIT - ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES D-3 NO SCALE FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE EXISTING GROUND ONE POST WITH SIGNS MOUNTED BOTH SIDES 6"DEPTH OF-1"MINUS CRUSHED ROCK COMPACTED 10 FIRE LANE NO PARKING -SIGN TO 95%D ACCORDING TO Lu ASTM -698 D-3 No SCAI F. _ 7 0" �TYP TO SAND/OIL SEPERATOR 96.0" • ,, `.f;` CONCRETE O METAL BAFFLE LE INOCULATE SULGRADE COMPACTED SUBGRADE `• SURFACE SOIL mij �7� GRAVEL TRAIL DETAIL OUT N D-3 NO SCALE t0 p" • • 13 CURB DETAIL m D—3 NO SCALE x PLAN EXISTING STREET SURFACE W SUBGRADE OR GROUND z i SURFACE CONCRETE OR Z � METAL BAFFLE O Q o SIDE VIEW Q Q m SLOPING, BENCHING OR J Z SUPPORT SYSTEMS IN THIS _ 06" AREA TO CONFORM TO OUT IN Q O O.S,H.A. REGULATIONS." I ' O - ~ Z TYPE "A", "B" OR .1 9 W 0 ILL Q TRENCH BACKFILL 6 T9"-12` W F�I Z n LIJ 1. WHERE TRENCH THE PPASSES ENTTHROUGH BE EXICUTSTING ALONGA Q Z O 1 V W g TYPE I PIPE BEDDING EDGE O VERTICALNEAT THE TRINE A MINIMUM ENCH OPENING.OF 1WHERE EDAM LINE s• s' PROFILE THE w V¢- Q O NO a PLACED IN 6' MAX. LAYERS AND COMPACTED IS LESS THAN 3' FROM EDGE OF EXISTING 0 N _l m m THOROUGHLY. { PAVEMENT OR CURB AND GUTTER SECTION, REMOVE NOTE: • • ENGH WIDTH-0.0, D AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN t 1. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF MANHOLE AND ORIGINAL PIPE PLUS 2' TRENCH AND EDGE OF PAVEMENT. ISSUE DATE: 01/12N0 TYPE 2 PIPE BEDDING MIN,TRENCH - BAFFLE FOR ENGINEER'S APPROVAL. PERMIT SET WHERE REQUIRED FOR _ WIDTH - 3.5 2, SEE CONTRACT SPECIAL PROVISIONS FOR ANY -- 2. APPLIES TO STORMWATER MANHOLE A4 AND B2 ONLY ISSUE DATE' 03/15106 SOFT OR UNSTABLE MODIFICATIONS TD STANDARD TRENCH MATERIALS 3. TOP OF BAFFLE TO MATCH TOP OF 6" PIPE ELEVATION. CONSTRUCTION SET FOUNDATION. AND/OR OTHER TRENCH DESIGN FEATURES. ISSUE DATE: 04/01V06 • SEE O.S.H,A, CONSTRUC710N STANDARDS FOR EXCAVATIONS RECORD DRAWING DRAWING NUMBER: 11 TYPICAL UTILITY TRENCH DETAIL 12 WELL DETAIL 14 SAND/OIL SEPARATOR DETAIL 15 SAND/OIL BAFFLE DETAIL 07/2007 �-3 D-3 No scA1F D-3 NO SCALE D-3 NO SCALE D-3 NO -,CALL I • REVISIONS \ PRE-PR)9ET POST&D SET \l rssuE DAre �19stEE Eyre ATTACH SIGN TO PIPE STRUCTURE WITH 1'WOE METAL STRAPS DATE DESCRIPTION eoLTEO a slcn. W-0" (FIN. GRADE 41EE,r 3/16 PAVE ENT INFORMATION) TE PLAN 4" 4,000 PSI CONCRETE 12„ SURFACE COURSE 4"ASPHALT SURFACE COURSE 3'ASPHALT SURFACE COURSE � R-D' e'-e• 4'-D" r�rrrnrTr��E.� g pF 1-1/2 TU p g OF I_ei4/2"TYPE q '��� CRUSHED BASE COURSE CRUSHED BA5E COURSE 1B" 6"-MINUS AGGREGATE SUBBASE W/FABRIC 10" 6"-MINUS AGGREGATE SUBBASE W/FABRIC ��pl z ~ COMPACTED SUBGRADE REFERENCE COMPACTED SUBGRADE ®L1 a of o SECTION 02300 SECTION 02400 - m o SECTION 02791 1-1/7"STEEL PIPE PAINTED JOINTTRIICT10N 7 L OF LOWE'S DIVISION ® u sH II REO TO rarer+SIGN - N U a ® 2 0 C cai a ry J 4 5 CON STONE BASE • 2 STANDARD SITE / j SPECIFICATIONS AND PROJECT SPECIAL ' PROV61ONS - - - -- - - - ---- -= 3" RACK sNAu a ANCNDaD 2'_6^ y._6• CLEAR �6° • • WON(4)17'SPIKES I I/2'OEA Ecn.w 51EE1 wPE PANTED RCD 10 MA1CM 5d �P[vDEOTYDTu. _ ��tf33iy l'h NOTE* FURNISHED AND INSTALLED BY LOWE'S /92 4+7'-4"+3/16'TIIK, - Ji STEEL PEATE HEAVY DUTY ASPHALT � STANDARD DUTY ASPHALT PAVEMENT DETAIL r PAVEMENT DETAIL ! 3 l 2 STALL CART RETURN RACK DETAILS �4� CONCRETE/ASPHALT JOINT DETAIL 2� p lll17 D-4 NO SCALE D-4 NO SCALE D-4 NO SCALE D-4 NO SCALE 2'- WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR 4" PAINTED WHITE LINE TO INSTALLING SEALANT TO ACHIEVE A 1/4" JONT WIDTH. TOP OF ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MFR'S 1 ro PAVEMENT .e• RECOMMENDATIONS. 6' LONG PRECC,,A CONC. WHEEL $J t } s ANCHORED W/(2�N0. 4 BARS t2 LONG MIN. �[[SAW WIDE BY 1" DEEP T/2 BUT NOT - SAW CUT. FILL WITH 1/4" % 4T 4" OC.O DOWEL BY PNA LESS THAN 1/4" SHOPP G CAR �_ .. PAVEMENT SEALANT, SPACED AT 24" OC. DO NOT GREASE AVEMENT SEALANT (�•�, Q Kl 1EriCRMC SNAIL N I�� id�= DIAMOND DOWEL DOWEL. INSTALL S PNA AFIRE R00 �{NA7/MY\ / I RE wNRE POCKFT FORMER RECOMMENDATIONS KKKK SAWCUTR$T Lu[RACKGRouwD 6 N 4 BAR CONT. TS (slab lhicknese) (SEE PLAN) SEALANT 1 4" SECOND SAWCUT n 1 (IF REQUIRED) IN NOTE: SEE SITE PLAN FOR PARKING SPACE SIZE ANO f a FOR WHEEL STOP LOCATIONS. PAINT WHEEL STOPS -1 1/4 OF SLAB THICKNESS ` 2-I/1'RED S FF OSHA YELLOW DID R n u IMMEDIATELY AFTER REMOVING (MIN 1") Elfic- I 11�7 BU LKHEAU, APPLY CURING COMPOUND ,�� •flL LETIFR,wG R1ML1 BE WNRE. L' TO PAVEMENT VERTICAL EDGE AT .rNE wDRDs"sNomKG cART•n EDIa E%iRA T10LD.TEMtN'Is rREENwD 575 OR FraEcaK, A COVERAGE RATE OF 300 SF MAX BODY CO S NELVEIIC [IJLD PER GALLON. n 'INLE TEWonu IN E TH DRD TETDRK'NIlS A SLUE ouruKE TO SEYARATC D FROM THE T ' SAW JOINT .WR�s rN 11 PNSS1 PMS E100 RED CONSTRUCTION JOINT ?• - I uM,u LOWE'S HIW INC. REFERENCE AJOINTFILLER RIG ID 7 CONCRETE WHEEL STOP 1530CARLSBAD,FARADAY AVE. 9"08 SUITE 140 SECTION 02751STRQGTORE �� CART RETURN SIGN DETAIL OF S REF DIVISION 2 STANDARD SITE D-4 NO SCALE D-4 NO SCALE 760.80A.5300(V)760.602.1018(F) SPECIFICATIONS ANDPROJECT SPECIALPROVISIONS1/2" PREMO HINTED YELLOW SAW JOINTS SAME DAY AS POUR AR`S �O• *= 30 . is PROVIDE ISOLATION JOINT WHERE CONCRETE PAINTED YELLOW PLAN VIEW PAVEMENT ABUTS A RIGID STRUCTURE _ 10' SKIP CONCRETE PAVEMENT ISOLATIONJOINT HINTED WHITE a LONG P.L ' STOP" AND O 4— POST (TYP,) STOP BAR In \ e.Oh A �\ `CONCRETE PAVEMENT 90, 0 5 1 CONCRETE PAVEMENT JOINT DETAIL (L 15" X 24" CANOPY SEE ARCHITECTURAL PLAN 3/4"EXTERIOR GRADE PLYWOOD W D-4 NO SCALE R5-1 30" X 30" y SIGN MOUNTED4 ABOVE 36` X 24" ON SIGN SIGN MOUNTED REFERENCE REFERENCE ON COLUMN �.O�y,- SECTION 02300 SECTION 02300 PLAN SECTION 02400 SECTION 02400 '�2' YELLOW W-0" SECTION 02751 SECTION 02751 a O CONCRETE FILLED ISLANDS SKIP r OF LOWE'S DIVISION 2 OF LOWE'S DIVISION 2 41 BY BUILDING CONTRACTORS STANDARD SITE SPECIFICATIONS AND STANDARD SITE SPECIFICATIONS AND rn ( ) WHITE LETTERS 4,p00 PSI CONCRETE R7-6 m PROJECT SPECIAL PROVISIONS PROJECT SPECIAL PROVISIONS PANTED HI GUTTER SIGN XM24' PAINTED YEL 4,000 PSI CONCRETE jmi • " 6" MIN. PLACE 6" OF 1-1/2" TYPE A 1 PLACE 6" OF 1-1/2" TYPE A ARROWS W SITE CONTRACTOR) ON COLUMNED 2�AD HIGHrMNG NO24" CONCRETE CURB & pq W ��TE (BY TOR) "FCRUSHED BASE COURSE ON -; 5' MIN.COMPACTED SUBGRADE WITH1 '°''7 S _ CRUSHED BASE COURSE ON -0 -- "1 `TSEPARATION FABRIC COMPACTED SUBGRADE WITHI I JSEPARATION FABRIC II • • MPROV -G HOME " RED STRIPES (PMS 200 RED) Y COMPACTED SUBGRADE (PER SPECS) COMPACTED SUBGRADE (PER SPECS) 12 ENLARGED COSTOMER LOADING CANOPY " m MPRQ �EMEN.T WHITE LETTER` D-4 NO SCALE 4'X4'X12' ( BLUE BACKGROUND PMS 280 BLUE �\ HEAVY DUTY CONCRETE STANDARD DUTY CONCRETE _y LONG PY. W POST (TYP,) V / U l PAVEMENT SECTION (9 PAVEMENT SECTION GRADE z D—4 NO SCALE D—4 NO SCALE PROVIDE PADLOCK BY KNOX COMPANY IF REQUIRED BY FIRE DEPARTMENT. I I I I O REFERENCE 5' MIN. Z SECTION 02751 HOULDER ARE 5" 1" ULI OF LOWE'S DIVISION 2 REFERENCE I 4-0' I 4-0" W Cy) LL Q 8 STANDARD SITE SPECIFICATIONS AND SECTION 02751 HINGE C 5", PROJECT SPECIAL PROVISIONS - 1" RADIUS OF LOWE'S DIVISION 2 ELEVATION � DO C Q STANDARD SITE SPECIFICATIONS AND NOTE; J_ w w w 2 g PROJECT SPECIAL PROVISIONS CONTRACTOR TO FURNISH AND INSTALL SIGN WHEN Q > fV 111 U CONCRETE PAVEMENT _ GRADING COMMENCES. SEE EROSION CONTROL PLAN f- LU > O N EM 1=� /y� - ^I ,• .. FOR LOCATION. W H O r� NOTE: N O W S 1)Tws 17. S FOR KETLRENCE OMY CONTR ..SNALL COO .1E 1YIfH 1 NU—D ER FOR DESIGN OF W 5, • 2'-0° USE 4,000 PSI CONCRETE 2)ASSEMWY w eE PNNTCD OSNA YELLOW. ORIGINAL 2'-0" 16" LONG•3/4" DIA. ISSUE DATE: 1/iZN5 DEFORMED BAR ® 24" 0 G 1 CONTRACTION JOINTS 10' 0/C I" s)MWOE P. 1 BY KNOX cn.P.N..F REOUREO DF nRE DEPARrNm, 1 4 FUTURE HOME SIGN J PERMIT SET NOTE: DOWELS NOT REQUIRED WITH MONOLITHIC POUR EXPANSION JOINTS 100' O/C _ 4,000 P.S.I. ISSUE DATE: 03/1ET ALL JOINTS SEALED PER SPEC CONCRETE D-4 NO SCAL` ISSUED DATE: 04041 RECORD DRAWING ISSUE DATE: 04104/oe TE 13 METAL TRAFFIC GATES DRAWING NUMBER CONCRETE CURB & GUTTER 24 CONCRETE CURB & 10 DOWELED JOINT DETAIL 11 GUTTER DETAIL D-4 No s ALF o7i2oo� D_L� D-4 NO SCALE D-4 NO SCALE I 100 MIN 12-- v REVISIONS h Z ru:.so ser vpSr mo se* 18" MIN. I EXISTING - SLOPE 71 MAX. 12 MIN, DATE DESCRIPTION `a PAVEMENT / / \ Ii' I I, FLOW NATURAL L 4-6" WASHED STONE ROCK GROUND OR FILLS / X ` J, J 1 �, 0•- 2 OR CUT SLOPES f - i XISTING FILTER- J J Y ) �r O COMPACTED FILL \ 01 GROUND CLOTH L'�l > > BERM 18" MIN. SIDE ELEVATION =° NATURAL /FLOIN \� / 2 i GROUND OR FILL 100' MIN. OR 4X CIRCUMFERENCE OF LARGEST TIRE - ` \ / 0• OR CUT SLOPES TRENCH 6" INTO �\ `--- -FLOW -- WHICHEVER IS GREATER I CHANNEL BED PROVIDE APPROPRIATE N `\ 3 ( O FLOW LINE OF DITCH �' DITCH 19" Mw. SECTION TRANSITION BETWEEN 0 �� / �f 1/ r�•� I2" MIN. FLOW STABILIZED CONSTRUCTION z a i �� (��r�*- I----1 i ENTRANCE AND PUBLIC _ _ ) 2 �' 4 EXTEND GEOTEXTILE 24" R GHT-OF-WAY in \/ I ( (1\' — NATURAL .•s1+• BEYOND CREST w \ O GROUND OR FILL 9 4-6" ROC ? f fl _ OR CUT SLOPES �A m EXISTING ) - 1 GEOTEXTILE PAVEMENTI. Q" z'-5 BERMl DITCH .N N -2W • - ,` CHANNEL FLOW LINE CLEAN 3" s - \ \ / / - 6 RENCH 6" INTO CHANNEL ? a )_n EXISTING STONE - • NOTES: PROFILEGROUND PLAN VIEWE:E - - • - • 1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF , \ \/ SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION, TRY NOT • CONSTRUCTION SPECIFICATIONS O. TO EXCEED 5% (HIGH RUNOFF VELOCITIES RESULT). MAXIMUM L L./ DRAINAGE AREA IS 5.00 ACRES WITHOUT SUPPORTING 1. STONE - USE COARSE AGGREGATE (2 - 3 INCH STONE) 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME FERTILIZER, AND SEED, CALCULATIONS FOR PERMANENT CHANNEL. THE BERM/DITCH IS THE MOST COMMONLY USED DIVERSION. A B LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET. 2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6-INCH DEEP X 6-INCH WIDE TRENCH WITH �= DISTANCE SUCH THAT APPROXIMATELY 12 INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE 2. MACHINE COMPACTION OF ALL FILL IS REQUIRED. POINTS A k B ARE EQUAL 3 THICKNESS - NOT LESS THAN EIGHT (8) INCHES. BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 INCHES APART IN THE BOTTOM OF THE TRENCH. BACKFILL ELEVATIONS 3. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT-LADEN 4 AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED 10 COMPACTED SOIL AND FOLD REMAINING 12-INCH PORTION OF LONGITUDINAL PROFILE OR E LA c� r O - NOT LESS THAN FALL WIDTH OF ALL POINTS OF INGRESS BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STORM WATER INTO SEDIMENT CONTROL DEVICE MUST BE EGRESS. INSTALLED PRIOR TO CLEARING AND GRUBBING OF AREA (OR STAPLES/STAKES SPACED APPROXIMATELY 12 INCHES ACROSS THE WIDTH OF THE BLANKET. IN CONJUNCTION WITH THIS OPERATION IF SEDIMENT CONTROLS 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO AND DIVERSIONS ARE INSTALLED AT EACH CRITICAL POINT AS REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE INDICATED). 0 w 8 .ts io RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, 4. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY NOTES: Il's I AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE CONSTRUCTION OPERATIONS. W SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, PATTERN. 1, THE MAXIMUM HEIGHT OF THE CHECK DAM AT THE CENTER OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS 5. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE SHALL NOT EXCEED ONE HALF THE DEPTH OF THE CHANNEL. OR OTHER APPROVED METHODS. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4-6 INCH OVERLAP. USE A DOUBLE ROW OF TO REMAIN IN PLACE OVER 14 DAYS 1 in e STAPLES STAGGERED 4 INCHES APART AND 4 INCHES ON CENTER TO SECURE BLANKETS. 2. MAXIMUM SPACING SHALL BE SO THE TOE OF THE UPSTREAIA 6 6 MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A 6. CHECK DIVERSIONS AFTER EACH RAIN, OR ONCE PER WEEK DAM IS THE SAME ELEVATION AS THE TOP OF THE CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES WHICHEVER IS THE SHORTER DURATION. REPAIR AS NEEDED DOWNSTREAM DAM. �'i l❑ o SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE APPROXIMATELY 12 INCHES APART IN A 6-INCH DEEP X 6-INCH WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH TO MAINTAIN FUNCTION. LJ - PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS AFTER STAPLING. 3 REMOVE SEDIMENT WHEN 25% THE HEIGHT OF THE WEIR. n " DEMAND AND REPAIR AND/DR CLEANOUT OF ANY MEASURES USED 4. REMOVE CHECK DAMS WHEN SITE STABILIZATION IS ACNIEVEEI. Ll TO TRAP SEDIMENT, ALL SEDIMENT SPILLED, DROPPED, WASHED 6, ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2-5 INCHES (DEPENDING ON BLANKET SIZE) AND STAPLED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 7 IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30- TO 40-FT INTERVALS. USE A • • 7 12-FT, X 24-FT METAL GRATE MAY BE USED. GRATE SHALL BE DOUBLE ROW OF STAPLES STAGGERED 4 INCHES APART AND 4 INCHES ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. LOWE'S H.I.W.,INC. . 25 FT. AWAY FROM PAVEMENT AND APPROPRIATE SEDIMENT 8, THE TERMINAL END OF BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 INCHES APART TEMPORARY DIVERSION 1530 FARADAY AVE..SUITE 140 POINT CONTROL TRAPPING DEVICE SHALL BE USED AT CRATE OUTLET IN A 6-INCH DEEP X 6-INCH WIDE TRENCH BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. L BERM/DITCH DETAIL ROCK CHECK DAM DETAIL CARLSBAD,CA 92008 760.804.5300(V)760.818.8112(F) STABILIZED CONSTRUCTION D-5 NO scAL-F D-5 NO SCALE �� ENTRANCE DETAIL A] NOTE: I W I ff B • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED • • D-5 NO SCALE C IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS CRITICAL POINTS ALONG THE CHANNEL SURFACE. __-_ - -- A) OVERLAPS AND SEAMS B} PROJECTED WATER LINE " IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE C) CHANNEL BOTTOM/SIDE OR STAKE LENGTHS GREATER THAN 6 INCHES MAY ANCHOR BALES SLOPE VERTICES BE NECESSARY TO PROPERLY ANCHOR THE .,� WITH (2) BLANKETS. ESTAKES PER BA ui 10' MIN. PER BALE 18 TRUCKSLACK LETTERS EROSION CONTROL BLANKET DETAIL WADWHRE ON WHITE L FOR CHANNEL INSTALLATION 10 MIL BALES TO BUTT L BACKGROUND POLYETHYLENE o 7'-0" TO ! GALVANIZED "U" D-5 N5 _,:ALE O a BOTTOM CHANNEL POST SHEETING OF SIGN t FINISH GRADE 10' MAX. WITH WIRE • i (6' MAX, WITHOUT WIRE) 3'-0" MIN SIGN SHALL BE PLACED MIDDLE AND VERTICAL gQpr,,,4 T SOIL IN A PROMINENT LOCATION WIRES SHALL BE 12 1/2 EMBF�DM--ENT AT WASHOUT AREA GAUGE MIN. PLAN WASHOUT SIGN TOP AND BOTTOM BINDING WIRE STRAND SHALL BE STRAW BALE (TYP) 18"1 6" MIN IMBEDMENT (TYPICAL) 10 GAUGE MIN. 30"i 10 MIL POLYETHYLENE1 W m EXISTING U U F- 12_' MAX GRADE WIRE REFERENCE SHEETING � Y FILTER FABRIC SECTION 02020 OF Z m ----------- - LOWE'S DIVISION 2 cgsp SEASONAL HIGH Z —WOOD STAKE (TYPICAL) FILTER FABRIC— STANDARD SITE C/3 6" MIN DEPTH GROUNDWA E g COMPACTED FILL SPECIFICATIONS AND J PROJECT SPECIAL aL- AGGREGATE ALL TABLE PROVISIONS uJ fn AROUND TYPICAL SECTION L I O Z �' \STEEL POST-2'-0" DEPTH F- Q m NOTES: L=.II I WOOD POST-3'-O" DEPTH O I, CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN EXTENSION OF FABRIC AND CJ NOTES. WIRE INTO TRENCH ALL LIQUID WASTES. H O Z 1. WIRE SHALL BE A MINIMUM of 32 INCHES IN WIDTH AND SHALL HAVE A MINIMUM W NO Z S 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO OF 6 LINE WIRES WITH 12-INCH STAY SPACING. = W O � Q ^ COMPLETELY CONTAIN THE LIQUID WASTES GENERATED. 2. FILTER FABRIC SHALL BE A MINIMUM OF 36 INCHES IN WIDTH AND SHALL BE J Z W c 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO FASTENED ADEQUATELY TO THE WIRE. < M O N w USE ONCE WASHOUT IS 75% FULL, 3. STEEL POST SHALL BE 5 FT. IN HEIGHT ANO BE OF THE SELF-FASTENER ANGLE LL W 0 O a 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY STEEL TYPE. Q v2 J CO m a CONCRETE TRUCKS. • • 4. WOOD POST SHALL BE 6 FT, IN HEIGHT AND 3 INCHES IN DIAMETER, ORIGINAL 5, ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY ISSUE DATE:01/12M BE RELOCATED AS CONSTRUCTION PROGRESSES PERMIT SET ISSUE DATE: 03115M 6, Al LEAST WEEKLY, REMOVE ACCUMULATION OF SAND AND AGGREGATE AND CONSTRUCTION SET DISPOSE OF PROPERLY. ISSUE DATE: 04/04/08 6� SILT FENCE DETAIL RECORD DRAWING DRAWING NUMBER: 5 CONCRETE WASHOUT AREA DETAIL 07/2007 D-5 No SCSI•- -5 D—5 NO SCALE i • REVISIONS • v�-ego sEr cosr alo s� 12" SEEDING SPECIFICATION DATE DESCRIPTION GENERAL SEEDING CAN BE USED FOR TEMPORARY OR PERMANENT STABILIZATION. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED 6" FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. 2"-5" \/ \/ AREAS WHERE FINAL AYS SHALL BE TEMPORARILY R OR PERMANENTLY COMPLETEDADING HAS BEEN E RE THAN 14 D SEED D, PERMANENT SEED MIXTURES SHALL BE SEEDED DURING SEASON SPECIFIED. \ \ 6" O SEEDING MIXTURES 3 1 SLOPES OR FLATTER i APPLY 17-17-17 COMMERCIAL ORGANIC FERTILIZER AT A RATE OF 2.5 LBS. PER 1,000 50. FT. WITHIN 14 DAYS OF GERMINATION. SEED IN ACCORDANCE ',",','," ",", WITH THE FOLLOWING SCHEDULE. YLAND •// ,RA SEEDING IN DATT S E SEED VARIETY APPLICATION RATE MARCH 15 TO MAY 31 OR SEPT. 15 TO NOV, 1 • • LBS (PURE LIVE SEED)/1,000 SO. F1, SLENDER WHEATGRASS 0. 0 PLS/1.000 S . FT. 3,. WESTERN WHEATGRASS 0.90 PLS/1,000 SO. FT. ��a337y7�Ir ® DEWATERING DEWATERING THICKSPIKE WHEATGRASS 0.30 PLS/1,000 SO. FT. STD. CURB INLET CONCRETE BLOCK CONCRETE BLOCK SHEEP FESCUE 0.30 PLS/1,000 50. FT. WETLAND SEEDING FLOW FLOW ` PLANTING DATES SEED VARIETY APPLICATION RATE p �= ^'F • MARCH 15 TO MAY 31 OR SEPT. 15 TO NOV, 1 O �-- - �- LBS (PURE LIVE SEED)/1,000 SO. FT. �,,• 0)/1 ' - ' WESTERN WHEATGRASS 1 PLS/1,000 SQ. FT, -� STREAMBANK WHEATGRASS 1 PLS/1,000 SO. FT, WIRE SCREEN — tboa --- 2'1 SLOPE, A�11 TER SOILS SHALL NOT BE FROZEN. MULCH ACCORDING TO SPECIFICATION. 2:1 SLOPE, GRAVEL FILTER SEED BED PREPARATION (PERMANENT SEEDING) WIRE SCREEN 3/4" WASHED STONE WIRE SCREEN SURFACE WATER CONTROL MEASURES SHALL BE IN PLACE. AREA TO BE x4 STUD BRACE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL. TOTAL SEED 2r1 FLOW TEMPORARY SEDIMENT NL DEWATERING BED PREPARED DEPTH SHOULD BE AT LEAST 4 INCHES, LOOSE ROCKS, ROOTS; r POOL AND OTHER OBSTRUCTIONS NEED TO BE REMOVED FROM THE SURFACE SO THAT e 2'MAX. �' `O THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND _ +-� 1'MIN. mad VEGETATION. SURFACE FOR FINAL SEED BED PREPARATION SHOULD BE AT w A �$ SEED. NOTE- WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER J3 �] 4= SIDE DOWN, FILTERED FINISH GRADE AND BE REASONABLY SMOOTH AND UNIFORM. „¢ STD. CURB INLET WATER SEDIMENT IF NO SOIL TEST IS TAKEN, FERTILIZER SHOULD BE APPLIED ACCORDING TO �' 4 3 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6-INCH WIDE TRENCH WITH APPROXIMATELY t2 SEEDING SPECIFICATIONS. IF SOIL TEST IS TAKEN, APPLY FERTILIZER �' INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF .J � N m STAPLES STAKES APPROXIMATELY 12 INCHES APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE ACCORDING TO SOIL TEST REPORT. FERTILIZER SHALL BE APPLIED UNIFORMLY / 14 DAYS AFTER GERMINATION. WEIGHTS, SEED SPECIES AND PERCENTAGE OF � TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12-INCH PORTION OF THE BLANKET NOTES: CONSTRUCTION SPECIFICATIONS PURITY AND GERMINATION MUST BE CHECKED PRIOR TO SEEDING. J x BACK OVER SEED AND COMPACTED SOIL, SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12 INCHES APART ACROSS THE WIDTH OF THE BLANKET. 1. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM ROW TO i s SEEDING SHALL BE ACCOMPLISHED IN TWO DIRECTIONS AND AT RIGHT ANGLES 3. ROLL THE BLANKETS A. DOWN OR (13.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE ABUTTING THE CURB AT THEIR SIDE OF THE INLET OPENING. A ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE BOTTOM EXCAVATED AT LEAST 2 INCHES TO EACH OTHER. LAWN AREAS SHALL BE SEEDED AT THE RATE INDICATED ON ( ) 2-INCH X 4-INCH STUD SHALL BE CUT AND PLACED THROUGH BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST THE DRAWINGS BY SOWING EVENLY WITH AN APPROVED MECHANICAL APPROPRIATE SIDE AGAINST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN CULTI-PACKER SEEDER 10 COVER THE SEED AND FORM THE SEED BED IN ONE PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING OPERATION. IN INACCESSIBLE AREAS, THE SEED SHALL BE LIGHTLY RAKED WITH DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS. 2x4 WOOD STUDS THROUGH BLOCK OPENINGS. FLEXIBLE RAKES AND ROLLED WITH A WATER BALLAST ROLLER. AFTER ROLLING. APPROPRIATE STAPLE PATTERN. SEEDED AREAS ARE TO BE MULCHED ACCORDING TO SPECIFICATION. 2. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH 2 CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENING • • 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-5 INCHES OVERLAP DEPENDING ON OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE OVER ALL BLOCK OPENING TO HOLD GRAVEL IN PLACE. IF SEEDING CANNOT BE ACCOMPLISHED DUE TO SEASONAL CONSTRAINTS, APPLY LOWE'S H.I.w.INC. BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM STRAW MULCH AND TACKIFIER TO ALL SLOPES AND DISTURBED AREAS UNTIL INSTALLED ON TOP EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. BEING WASHED THROUGH HOLES IN THE BLOCK. 3. USE CLEAN GRAVEL, 3/4-INCH WASHED STONE, PLACED 2 INCHES BELOW THE TOP OF THE PERMANENT SEEDING IS ALLOWED. IN THE EVENT SEEDING OCCURS OUT OF 1830 FARADAY AVE,SUITE ISO BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE, SEASON, MAINTENANCE SHALL OCCUR AND CONTINUE INTO THE FOLLOWING CARLSBAD,CA 92008 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END SHINGLE STYLE) WITH AN 3. 3/4-INCH WASHED STONE SHALL BE PILED AGAINST THE WIRE TO GROWING SEASON OR UNTIL A UNIFORM STAND OF THE SPECIFIED PERMANENT ( GRASSES HAVE BEEN ESTABLISHED AND THE SITE HAS REACHED 85% 700.BOL5300(V)780.918.9112(F) APPROXIMATE 3-INCH OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 INCHES APART ACROSS ENTIRE THE TOP OF THE BLOCK. • • BLANKET WIDTH. STABILIZATION. PERMANENT AND TEMPORARY SEEDING SHALL BE 4. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT ACCOMPLISHED THROUGHOUT THE CONSTRUCTION PROCESS. _ CLOGS WITH SEDIMENT. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER INSPECTION THAN 6 INCHES MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS, 5. APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY 15 INSPECT SEEDED AREAS FREQUENTLY. IF SEEDED AREAS FAIL TO GERMINATE, • • NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE OR TO PROVIDE ADEQUATE GROUND COVERAGE, THE AREA SHALL BE RE-SEEDED INLET UNTIL FINAL STABILIZATION IS ACHIEVED. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT MINIMUM EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24-HOURS OF A RAINFALL EVENT OF GREATER THAN 0.5 INCHES EROSION CONTROL BLANKET DETAIL BLOCK AND GRAVEL CURB BLOCK AND GRAVEL DROP OF RAIN DURING A 24-HOUR PERIOD THROUGHOUT CONSTRUCTION UNTIL FINAL t/� STABILIZATION IS ACHIEVED. �/l FOR SLOPE INSTALLATION �2� INLET PROTECTION DETAIL �3� INLET PROTECTION DETAIL D-6 NO STALL D-6 NO SCALE D-6 NO FCALF Lu ER S`MM�N\N� Q F MONTANA GPR�N W STATE O CC� RE-SEED DISTURBED AREAS ALONG ALONG BARTER LANE WITH DRYLAND SEED MIX AS NEEDED. - • -. -- - __ -i - - - ------------- IlRiN - - _ 1 _ £m - O z No Zg W LL. Q o - Lij Z BARTER LANE = CC LEGEND: w EROSION CONTROL PLAN ;,ti , _ _- __ ExISTINc coNTouR MAJOR ¢ Ej LLI O N --------------_ EXISTING CONTOUR MINOR LJJ W O a -N- �7 PROPOSED CONTOUR MAJOR cf3 J m m PROPOSED CONTOUR MINOR ORIGINAL ISSUE DATE:01/12I00 �� O O SILT FENCE (SEE DETAIL ©) PERMIT SET D-5 ISSUE DATE: 03M5l06 AREA OF DISTURBANCE CONSTRUCTION SET ISSUE RECORD DRAWING DRAWING DRYLAND SEEDING (SEE SEEDING SPECIFICATION, SHEET D-6) DRAWING NUMBER: I ro 1 CURB INLET PROTECTION (SEE DETAIL 07/2007 D-6 D-6 i • REVISIONS • OPREAIJ BEE ST BIO SEi ISSVE VALE �r55VE VAIE DATE DESCRIPTION Oman ®Auxn axEF I Q J INSTALL COB STORM SEWER MANHOLE MATCH RIM AND INVERTS EXACT LOCATION TO BE DETERMINED BY CONTRACTOR AND FIELD ENGINEER. LOCATE AT 45' BEND Z • • CONTRACTOR TO VERIFY DEPTH OF HYDRANT LEAD AND PLACE ISOLATION BOARD OVER HYDRANT LEAD CwC TO ACHIEVE EQUIVALENT BURIAL DEPTH OF 6.5'. G _ "'833%y)h,,, APPROXIMATE LOCATION OF I / —/1 UNDERGROUND TELEPHONE I INSTALL STANDARD DRIVEWAY J U) q� ATTACH AND GROUT FES 1 I F� LAYDOWN CURB AT EXISTING 1I p TO BASIN STRUCTURE DRIVEWAY LOCATION INSTALLED IE=4720.77 i_ \r '`q• - (DESIGN IE=4722.13) EXTEND 24" RCP -_--F - G RAISE IE TO MATCH CULVERT 112 LF \ I INCOMING PIPES IE= (OUT)4722.02 G -- G GF--C•F _ _ C. -__.4- G.- .C{ _ FI �__�} ram_—C}--_�� F F— F-f l+ • rIP 0- OHF OHP OHP ONP GNP ONA�F OHP OIIP OWowOHP OHP -- OtIP F--J�O✓ - - - I_� OMP OHP - - OHP F F JJ _ F F---- F—_F - _ - F - - - - - - F - - - C F F--�I—_'-F F _- - - -'F SD SD S - - - - - .•. n O 6— _SD _SD - _ SO _ 5D - SD R.a Y 8 LANE - - - _ � g � r EX STwG- IE-4720.63 , --- 0 _ _ - -- ---- -- ----- - -i-------1------- -------1-------1 -'1- -1- m i S'rL i I GRADE TO DRAIN 70 CULVERT - GRADE TO DRAIN GRADE TO DRAIN 0 S=0.1% l� - PROPOSED DITCH BOTTOM=4725.00' EXISTING 12" PVC EXTEND 24" RCP FROM HILTON vll 45' APPROXIMATE APPROXIMATE LOCATION - CULVERT 16 LF GRADE DITCH 0 S-3.9R IE- 4725.34 I LOCATION OF WETLANDS OF TREE EL=4724.5 - - IE (IN)=4723.36 CONSTRUCT STRUCTURE I • • APPROXIMATE LOCATION FILL OVER PIPE 1 FILL OVER PIPE PER CITY OF BOZEMAN OF TREE EL=4725.1 !W STANDARDS t j �OWE'S HOME CENTERS INC. APPROXIMATE LOCATION U +I 7530 FARADAY AVE.SURE 740 OF TREE EL LOCATION - CARLSBAD,CA.'.' �Y El APPROXIMATE LOCATION TeD.eoas3oo lvl 1eo.6az 1016(F) REFERENCE ATTACHED EXHIBIT 3-BAXTER LANE I OF CURB INLET AND PIPE _ III I w • • DITCH (WEST END) FOR RECORD INFORMATION O ;I I ti G U ;I - d: W 02 � I' � I' Ill�ii O • 1 N NOTES: Y 1, ALL INTERSECTIONS OF STREETS AND/OR SIDEWALKS SHALL APRX EL=4725.4 INCLUDE PEDESTRIAN RAMPS PER CITY OF BOZEMAN STANDARDS. w APRX EL=4722.02 APRX EL=4724.5 2 4' 2. IF DAMAGE OCCURS TO EXISTING TREES OR LANDSCAPE IRRIGATION, CONTRACTOR TO REPLACE WITH ENGINEER APPROVED Z Q EQUAL. ZQ r 1 2 3. DITCH SLOPE SHALL BE NO STEEPER THEN 211. w0 Z O n a Z 0 2i 2' 6.6' 5.4' S' 5' ag ga � � Q W � SECTION A—A O H QM N Q W m • 1 ORIGINAL ISSUE DATE: 01117JO6 PERMIT SET ISSUE DATE. 03I15= CONSTRUCTION SET RECORD DRAWING IORSAUWwGNUMS R/� 07/2007 D-7 i • REVISIONS • aaE.wD sEr ros*wD se* ISSUE DATE �4511[oA� DATE DESCRIPTION 4'- 13 - �[ 2 m 8" WHITE SOLID z !� O FO 364 X430" STA 18+87 BEGIN 4" YELLOW SOLID, R7-1 9 4" YELLOW BROKEN WITH 4" GAP P 12" x 18" UP STA 23+81 END 4" YELLOW SOLID. R3-17 a 4" YELLOW BROKEN WITH 4" GAP STA 10+75 BEGIN B" CHANNELIZATION LINE R3-88 El" z 4 J Z u�� 30" X 24" STA 13+12 END " CHANNELIZATION LINE 60" x 30" 6 = zi R7-1 Z Q O O 12' X 1B R7-1° _OI 12" X 18" STA 18+87 BEGIN 4" WHITE EDGE LINE STA 10+79 BEGIN 8" CHANN ZATION LINE STA 12+32 BEGIN 4" DOUBLE YELLOW WITH 4" GAP I IVI STA 23+81 END 4" WHITE EDGE LINE STA 13+12 END 8" CHANNtLqXTION LI STA 14+55 END 4" DOUBLE YELLOW WITH 4" GAP II STA 13+12 BEGIN 8" SKIP v ". _ _ _ r•1 II STA 14+69 END B" SKIP jw �; STA 14+69 BEGIN 4" WHITE EDGE LINE �+ I 1 Z'! • • cl r- STA /8+04 END 4" WHITE EDGE LINE 4-1-v \ STA 10+81 BEGIN 8"� JNNELIZA fN LI R3-9K _ STA 12+32 END 8' CH NELIZATI LIN _24" X_36" ___-E/ --- - --- - - --.- _ __ 10 �- ,.n _ r-----r -F ----F- - F F— F- .,._r_ -v _ _ - - - -_ - _ --xr36-- 3Ay�S, F nr m r f - _ - - F—�a - Ze oz i 5-p•-- �- _ 1-7AP�r �w e i = 6. TAPER U+ G�= 5.0' _-1_ A I', -- ---- -- II ----- - - - - J' - r 8"WHITE SOLID --- __ - -- - 17-1 {I I?Op STA 14+55 OGIN 4" WHITE EDGE LINE R7-1 Q 12' X 18" v 24 WrDE'YELLOW �rz STA 18+06 EOWD 4" WHITE EDGE LINE 12" X 18" - + > z P _25 CENYERS o,1 >' A TO R1-1 STA 18+87 BEGIN 4" WHITE EDGE LINE O' >o :1 L, ��Ilff 30" X 30" o < s= STA 11+04 BEGIN 4"WHITE EDGE LINE � a I � STA 25+93 END 4" WHITE EDGE LINE w~ STA 13+88 END 4" WHITE EDGE LINE '-- R3-17 'I R3-9J STA 14+55 BEGIN 4" YELLOW SOLID, 4" YELLOW BROKEN WITH 4" GAP I I (�P R3-9B O w e :5�� STA 18+05 END 4" YELLOW SOLID, 4" YELLOW BROKEN WITH 4" GAP WHITE STOP BAR STA 18+87 BEGIN 4' YELLOW SOLID 24" x 36" �--•1 30" 24' X 36" 24 X 24" " , R7-1 4" YELLOW BROKEN WITH 4" GAP 124 w LL I 12" X 18" STA 25+93 END 4"YELLOW SOLID,II = r s { 4" YELLOW BROKEN WITH 4" GAP ^' zm STA 10+79.5 BEGIN 4" DOUBLE YELLOW WITH 4" GAP ® a- ASY >o � I R7-1 STA 13+88 END 4" DOUBLE YELLOW WITH 4" GAP lJ I 12" X 18" R3-17 ��g Fou 24" WHITE STOP BAR 3 R7x124 I -N- €€B 12" x ta.. U ' 30"" X 24" • • R7-1 t° 12 X 18 LOWE'8 HIW,INC. p YCR l BARTER LANE '�O CARADAY LSBAD A90006 ITE'� 760.804.5300 IV)750.502.1018(F • STA 18+87 BEGIN 4" YELLOW SOLID, 4" YELLOW BROKEN WITH 4" GAP m R3-17 STA 23+81 END 4" YELLOW SOLID, J = 30" X 24" STA 24+47 BEGIN 4" YELLOW SOLID, •Lip, • 4" YELLOW BROKEN WITH 4" GAP ` C F� R7-1 4" YELLOW BROKEN WITH 4" GAP STA 24+47 BEGIN 4" WHITE EDGE LINE _ STA 18+97 BEGIN 4" WHITE EDGE LINE 1 WHITE 2-WAY TURN 12' X 18" STA 31+91 END 4" YELLOW SOLID, STA 32+95.4 END 4" WHITE EDGE LINE -N STA 23+81 END 4" WHITE EDGE LINE 4" YELLOW BROKEN WITH 4" GAP R7-1 LANE ARROWS (TYP.) tt 0_1 30" 12" X t 8' 'NI i R3-17 30R" X 24" Lu o z � 12�x118" prrsrr R7_1 --- 12" X 18" o ti _ 24" X 36" 0" X 2 0 n 3 0" - - - 8" WHITE SOLID W1 X 3 24' WHITE STOP BAR 7PL 1 C STA 18+87 BEGIN 4" WHITE EDGE LINE C+0 II _ STA 31+91 BEGIN 4" DOUBLE YELLOW WITH 4" GQF • • STA 25+93 END 4" WHITE EDGE LINE �++ � - ro II __ STA 32+91 END 4' DOUBLE YELLOW WITH 4" GAP IQ 1+ STOP 30"X7 30" - m STA 18+87 BEGIN 4" YELLOW SOLID, R7-1 `o + m x 4" YELLOW BROKEN WITH 4" GAP 12 X 18 STA 25+93 END 4" YELLOW SOLID, +' STA 26+83 BEGIN 4" YELLOW SOLID, Ld 12" X 18" �� ` ?0.7 - W m 4"YELLOW BROKEN WITH 4"GAP 24" WHITE STOP BARA T I 4" YELLOW BROKEN WITH 4" GAP O �/ 2'7 Tq�FR W STA 31+69 END 4" YELLOW SOLID, O a O 4" YELLOW BROKEN WITH 4" GAP AHEAD u� 2� FR WI 1-2 30" X 30" R3-17 R3-9J X LL R3-17 W16-9P 30" X 24" 24" X 36' / ^7ry �� Lj Q m NOTE TO BIDDERS: 30" x 24" 36" x 12" R3-17B ,7 AHEAD O _ I- R7-1 30" X 12" 0' Z TRAFFIC SIGNAL PLAN SET COMPLETED AND SUBMITTED TO MONTANA 12" X 18" Q� W 1-2 d U O DEPARTMENT OF TRANSPORTATION(MOT)FOR REVIEW AND APPROVAL. X 30" m w Z 2 STA 26+83 BEGIN 4" WHITE EDGE LINE 16-9P Q Z u- Q STA 32+95.4 END 4" WHITE EDGE LINE W16-7PL I 30" x 18" 36" X 12" Q J O C Z " BARTER LANE 30" X 3b W W W 2 ckfw w Q :5 N0 STA 31+69 BEGIN 4" DOUBLE YELLOW WITH 4" GAP I--- STA 32+95.4 END 4" DOUBLE YELLOW WITH 4" GAP < 0 m m ORIGINAL ISSUE DATE:01/12I00 PERMIT SET ISSUE DATE: 03115MS CONSTRUCTION SET ISSUE 4104108 RECORD DRAWING DRAMNGNUMBER.' DRAWING NUMBER 07/2007 Ss-1 i NOTES: i. SALVAGE DELINEATORS AND RESET AT 30' SPACING ALONG PROPOSED TAPER 2. SAWCUT EDGE OF EXIST, PAVEMENT (FULL DEPTH) PRIOR TO PROPOSED PAVING 3. PROPOSED ROADWAY PAVEMENT SHALL BE 4" IN DEPTH AND PLACED IN 2 LIFTS 4. EXCAVATE AS NEEDED TO PROVIDE DEPTH FOR PROPOSED ROADWAY PAVEMENT. SALVAGE AGGREGATE MATERIAL FOR SHOULDER MATERIAL ON OUTSIDE OF ROADWAY PAVEMENT. 5. FINISHED GRADE ON OUTSIDE OF ROADWAY PAVEMENT WITH 2' OF SHOULDER FROM SALVAGED EXCAVATED MATERIAL 6. PROVIDE COMPACTION IN ACCORDANCE WITH CIVIL SPECIFICATIONS. 7. PROVIDE EROSION CONTROL MEASURES INCLUDING SEEDING OF DISTURBED AREAS AND REMOVE YELLOW LINE-SOLID SILT FENCE ON DOWNHILL SIDE OF CONSTRUCTION IMPROVEMENTS. REMOVE YELLOW LINE-DASHED - - - _ REMOVE LEFT ARROWS rEXISTING CURB AND GUTTER - 4" DOUBLE YELLOW-SOLID 1' - - - R_/---/TC- /�A'C�- 24" YELLOW BAX 1 C�_L/' N - RELOCATE SIGN R3-95 _ - TO STA. 30+00 - - --- J j 4" WHITE-SOLID - -' --- - .- -- t �qR/� REMOVAL WHITE LINE PROTECT FED CROSSING r• 45:/ EXTEND 24" STOP BAR - _ - REMOVE WHITE LINE- EDGE OF PAVEMENT O EXISTING ChG REMOVE 24" YELLOW-SOLID - - / ` S.l TO EDGE OF PROPOSED STRIPING (TYP) i RELOCATE SIGN Z a R3-9J TO STA. 30+00 zf"(TYP) w 7 8" YELLOW CHANNELIZATION -0 REMOVE YELLOW LINE-SOLID _ •w�\ a. N NON REMOVE YELLOW LINE-DASHED MZ22 NoO� \ mF a" WHITE soup ' \ STRIPING DETAIL \ 00, o \ DELINEATOR, TYP, EO`GE OF PAVEMENT \\\ h \ 2e \ \\ -N- GRAPHIC SCALE 30 0 15 30 RECORD DRAWING \\ ( IN FEET ) 07/2007 \ I inch = 30 ft. VERIFY SCALEI REVISIONS THESE PRIME MAY BE NO. DESCRIPTION DATE BY ��aY';dN��,� DRAWN BY: MJO _ PROJECT NUMBER 3373003 REDUCED.LINE BELOW 3011 Primer Slrsal CHK'D.BY: MRS MEASVRES ONE INCHON EFIGMaen Missoula,MT 59808 s *�',, SHEET N NUMBER ORIGINAL DRAWNG. '" MORRISON7�T(� sm eyoFe THOMAS G �% APPR.BY: TT BOZEMAN BOZEMAN LOWE'S MAIERLE,INC. Fax 2- � TABLER W? DATE: MONTANA 1 PlsnTars Plans.(408)542-0880 17713 PE =y DRAWING NUMBER MODIFY SCALE ACCORDINGLYI An ron ro ow„en c,n� aK(405)542 801 'CENSC V= BAXTER LANE 1➢ Yee- l�^Y �C�r BY. 1 M:W73'AOILSUBMITTALSVIECORD DRANANGSIBAXTER LN TAPERDAG PLOTTED BY:MOCONNELL ON AueRYtOW COPYRKN(fo NORR180I4YNERLE,INC ZOW '„�NAL�„ DATE: I IBAXTER LANE o _ _ N GRAPHIC SCALE zo o )o zo 0 SECTION 1 ( IN FEET ) SO `SD TOE OF SLOPE I inch = 20 ft. -10:1 RUN = 4. -RISE_-= -0.5' -2.3:1 _RUN = 5.5' RISE _'-2.4' SECTION 2 2.8:1 RUN - 7:1=--_ _ � � -_RISE = 2.5' _ 0 _ -- 5.3:1 RUN = 6.0'-- 1S0OPE F _ - - RISE = 7. 1' - -� - - -2.4:1 RUN 6.7' -- -- - -RISE _ -2.8' SIDEWALK - 2.2:1 UN = 5.5' RISE = 2.5' \ :1 RUN = 4.0' SECTION 3 -17:1 RUN RISE -1.9:1 RUN 6.4' m � m RISE _ -3:3' of v v 1.4:1 RUN = 3.1' SECTION4 RISE 2.3' o LL. 7:1 R UN-= 5.8' Y 0 \SE = 0.8' -13:1 RUN = a L) RISE _ -0. m 5.3:1 - m -1.7:1 RUN = 5.6' _ -10:1 - �� RISE = -3.3' -17:1 ,LB:��,.% ---------- 7_1 \ 2.7:1 RUN 4.7' ,. RISE = 1.8' -20:1 y, RUN - 8.0' RISE = -0.4' SECTION 1 / SECTION 3 j co LEGEND 0 0 z Ow � uJ CONSTRUCTED SLOPES o Y CJ m -13:1 PROPOSED 2:1 SIDE SLOPES ----0---t- 74.9:1 _ -20:1 71 2�,1 -- - ALTERNATIVE 4:1 SIDE SLOPES SECTION 2 SECTION 4 RECORD DRAWING (RUN:RISE) 07/2007 REVISIONS DRAWN BY: MDS PROJECT NUMBER VERIFY SCALE! 3373.003 THESE PRINTS MAY BE NO. DESCRIPTION DATE BY � 3011 PdnIer Street. __ a, CHK'D.BY: MRS BOZEMAN LOWE'S HIW SHEET NUMBER REDUCED.LINE BELOW EnyNFeen MissOda,MT 59808 MEASURES ONE INCH ON JMORRISON sMleyDrs MOLLY R. •'�% APPR.BY: MRS BOZEMAN MT 2 ORIGINAL DRAWING, $WsrlNets . ORPIK 15053 W% DATE: 0312007 DRAWING NUMBER I� MAIERLE INC. Pon— PIIDRS:(408)542-MO Nn. ,5053PE _, ) %o �V- O A REVIEW BAXTER LANE DITCH(EAST END) 2 MODIFY SCALE ACCOROINGLYI An Fm la Owned Com Fax:108 542.4801 , /�CEHS BY: DATE: ..79V..IIBM-AL-ECORDDRAWNGSIBA) -.DITCKDWO PLOTTED BY:M000NNELL ONAu8G7/2007 COPYRIOIFfOMCRR180N-MNERLE.INC..20W I F —F G, F F F F F F F— FF- F F F F---F F F F F - - - ' = SDI=-vy SD SD SD 50 SO SD SD SD SD SD SD SD l -�W INSTALLED 15" BAXTER LANE �" OUTFALL o PROPOSED TOP OF SLOPE AN 0 - EXISTING WETLAND PROPOSED - DELINEATION WETLAND EXISTING 48" AREA = 400 S.F. AREA = 400 S.F. EXISTING TOE OF SLOPE EXISTING TOP OF Q - -- EQARCULVERT — - JIFOPE _E _E E E ___ E --E —E—__�— E_ F - E E F f E _E r c+ - E E E J�E F C ._.._ N E F ' - - SECTION 4 __ _ — - - SECTION 1 SIDEWALK _ SECTION 2 SECTION 3 _ _ -- - INSTALLED 24" PROPOSED TOP CULVERT , OF SLOPE EXISTING TOP PROPOSED TOE TREE (TO REMAIN) OF SLOPE OF SLOPE POWER POLE (TO REMAIN) RELOCATE FIRE HYDRANT �� m & VALVE TO A POINT 3' y FROM EDGE OF SIDEWALK (APPROXIMATELY 7') T SECTION 1 10, SECTION 2 +10, SECTION 3 SECTION 4 ` _ ------- 09�� `� -- 14:1 43:1 \ o/ �`� POWER POLE ,3 i LEGEND FIRE HYDRANT PROPOSED 2:1 SIDE SLOPES (TO BE MOVED) CONSTRUCTED SLOPES (EXISTING) NOTE: EXISTING WETLAND TRANSITION FROM TRAPEZIODAL TO TRIANGULAR • •♦ •,• PROPOSED WETLAND CHANNEL BETWEEN SECTION 1 AND SECTION 2. RECORD DRAWING z0 GRAPHIC SCALE a 10 20 -�- 07/2007 (RUN:RISE) ( IN FEET ) 1 inch = 20 ft. VERIFY SCALP REVISIONS DRANK BY: MOB 3373.003 THESE PR IN DATE TS MAY BE NO. DESCRIPTION BY 3011 PSlmer Street, ''�, CHK'D.BV: SUr MRS REDUCED.LMIESELOW Evk— MEASURES ONE INCH ON MORRISON MlaeoWe,MT 59808 • R. PR• w APBY: MRS BOZEMAN MT 3 SHEET NUMBER ORIGINAL DRAWING. SdxM7eb NOLIY SKDRPIK widda MAIERLE INC. Planners Plane:(406)542.8880 No. t5D53PE 2, DATE: 0312007 (HAWING NUMBER MODIFY SCALE ACCORDINGLYI M Employee-Owsod Comp—y FBK:(100)542d801 ',Y^ Ng1co tis B O.A.REVIEW 3 ��_ BAXTER LANE DITCH(WEST END) M.W73WQ31SUBMITTALSIRECORDDRAWINGSVMTERLNDITCH.DM PLOTTED BY:M000NNELL ON AupQS2W7 cCPYRKiHio4ptRreoN MERLE.INc-iam DATE: