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Home My WebLink AboutCattail Properties - Infrastructure Improvements CATTAIL PROPERTIES INFRASTRUCTURE IMPROVEMENTS B OZEMAN, MT RECORD DRAB/NOS DOWNY LANE 3 w m W ¢ MARLYN COURT Q 3 PREPARED FOR: TAYLOR PROPERTIES w N u Y K U s Z SAVANNAH STREET PREPARED BY: NESIS 4NGINEERING,INC CATKIN STREET Z W 5 u, 0 PLAN INDEX a CATTAIL STREET 5 0 SHEET DESCRIPTION W o PROJECT AREA A I-1 COVER SHEET O o 1-2 GENERAL NOTES a o x A m 1-3 OVERALL SITEPLAN&BENCHMARKS S-1 SEWER-ALLEY"A"&STREET"A" STREET"A"=PARK CREEK AVE. S-2 SEWER-ALLEY"B"AND STREET"B" STREET"B"=LORI LANE W-1 WATER-ALLEY"A"&STREET"A" W-2 WATER-ALLEY"B"&STREET"B" R-1 ROAD-ALLEY"A"&STREET"A" R-2 ROAD-ALLEY"B",STREET"B"&BLACKBIRD DR. R-3 ROAD-INTERSECTION DETAILS D-1 SEWER&WATER DETAILS D-2 ROAD DETAILS D-3 ROAD&SIGN DETAILS MAP GD-1 GRADING&DRAINAGE PLAN (�+.0 VICINITY (� N A�T ltlltyP SIGN-1 SIGNAGE AND STRIPING PLAN1-1 1 IGHTING Pi AN `j�JC�� Y VERIFY SCALE REVISIONS 1- HT DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED,LINE BELOW1 RECORD DRAWINGS 1/15116 JRM MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. �r Ellgln66ang V CHM.WASIAER APPR.BY: BOZEMAN MT SHEET NUMBER E S I S Consulting 204 N.1MT Ith Ave. ,� M.959 PE 1� Desi n Bozeman,MT 59715 O 10959 PE DATE:05/2015 DRAWING NUMBER g Phone:(406)581-3319 .[� MODIFY SCALE ACCORDINGLY Ptenn%ng \•" �Q�, ,"" Q.A.REVIEW NGINEERING, INC sS��isTEa-�� BY: COVER SHEET H:11097\001\ACAD\SHEETS\RECORD DRAWINGS\COVER SHEETS-AB.dwg Plotted by christopherwasia on 11181201611:21 AM "7he cBe innin o a New Standardo Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2016 NA1. DATE: ABBREVIATIONS GENERAL NOTES 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, 2010 MPWSS APPROX APPROXIMATE NTS NOT TO SCALE AND 2011 CITY OF BOZEMAN MODIFICATIONS TO MEW INCLUDING ALL ADDENDUMS. ASPH ASPHALT OC ON CENTER 2. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO ASS'Y ASSEMBLY OD OUTSIDE DIAMETER FINISHED GRADE. AVG AVERAGE OHP OVERHEAD POWER AT PC POINT OF CURVE BLDG BUILDING PE POLYETHYLENE 3. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN. BOT BOTTOM PERP PERPENDICULAR 4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE CI CAST IRON PL PLACE CHK CHECK PI PRESSURE INDICATOR, POINT OF INTERSECTION ENGINEER. CIMJ CAST-IRON PIPE MECHANICAL JOINT PRELIM PRELIMINARY CJ CONSTRUCTION JOINT, CONTROL JOINT PREP PREPARE, PREPARATION 5. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, CL CENTER LINE PROP PROPERTY SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING CUP CLEAR, CLEARANCE PRV PRESSURE REDUCING VALVE FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. CMP CORRUGATED METAL PIPE PT POINT, POINT OF TANGENCY CMU CONCRETE MASONRY UNITS PVC POLYVINYL CHLORIDE 6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS: CO CLEANOUT PVMT PAVEMENT COB CITY OF BOZEMAN BAD RADIUS MONTANA ONE CALL SYSTEM 1-800-424-5555 COMB COMBINATION RCP REINFORCED-CONCRETE PIPE NORTHWESTERN ENERGY 1-406-582-4608 CONC CONCRETE OR CONCENTRIC RD ROAD CHARTER COMMUNICATIONS 1-406-570-0935 CONT CONTINUE, CONTINUED, CONTINUOUS RDCR REDUCER CENTURY LINK 1-406-585-2340 COORD COORDINATE REBAR REINFORCEMENT BAR CORR CORRUGATED REF REFERENCE CTR CENTER REINF REINFORCE 7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES CF CUBIC FEET RELGC RELOCATE, RELOCATION DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE CULV CULVERT REQD REQUIRED INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE. CYD CUBIC YARD RST REINFORCING STEEL DI DUCTILE IRON RT RIGHT 8. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING FROM 4" BELOW TO 6" ABOVE PER DETAIL 02221-1 UNLESS DIRECTED OTHERWISE BY DIA DIAMETER R.O.W. RIGHT-OF-WAY ENGINEER. THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN. DIAG DIAGONAL SAN SANITARY DIM DIMENSION SCHED SCHEDULE 9. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING OR MECHANICAL RESTRAINTS, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND AND C.O.B. MODIFICATIONS. DWG DRAWING SDWK SIDEWALK ANY EXISTING OR NEW VALVES WHICH CONTROL THE CO.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY. EA EACH SECT SECTION EL, ELEV ELEVATION S SLOPE 10. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO 02660-4. ENGR ENGINEER SPEC SPECIFICATION EP EDGE OF PAVEMENT SO SQUARE EQUIV EQUIVALENT SO FT SQUARE FOOT 11. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS DETAIL EX EXISTING SO IN SQUARE INCH 2713-1, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI. THRUST BLOCKS ARE NOT GENERALLY EXT EXTENSION, EXTERIOR STA STATION SHOWN ON THE DRAWINGS. FAB FABRICATE SS SANITARY SEWER FDN FOUNDATION SSMH SANITARY SEWER MANHOLE 12. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN FES FLARED END SECTION STD STANDARD ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWEEP PERMIT. FET FLARED END TERMINAL STL STEEL FFE FINISHED FLOOR ELEV STRUCT STRUCTURE 13. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED ASPHALT (SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE FF FINISHED FLOOR TB THRUST BLOCK FINISHED ASPHALT ELEVATIONS UNLESS OTHERWISE NOTED AS TBC ELEVATIONS. FG FINISH GRADE TBC TOP BACK OF CURB FHYD FIRE HYDRANT TEMP TEMPORARY, TEMPERATURE 14. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SWPPP PERMIT. FILL FLOW LINE THRU THROUGH FIN. FINISH T.O. TOP OF 15. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE CONCURRENT FLR FLOOR T.O.P. OUTSIDE TOP OF PIPE CONSTRUCTION PLAN PROVIDED IN THE PROJECT MANUAL. FT FOOT, FEET TOG TOP OF CONCRETE, TOP OF CURB FTG FOOTING, FITTING T.O.W. TOP OF WALL 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY (PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES. HOPE HIGH DENSITY POLYETHYLENE TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND 17. THE CONTRACTOR SHALL NOTIFY ONE CALL O 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. HWY HIGHWAY UTIL UTILITY HYD HYDRANT VERT VERTICAL 18. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE ID INSIDE DIAMETER VOL VOLUME IF INVERT ELEVATION W/ WITHIN. INCH CONTRACTOR'S EXPENSE. WITHOUT INSTL INSTALL, INSTALLATION WLO WATERLINE 19. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE (DISPLAYED LF-4'). THE DISPLAYED PIPE LF IS FOR INSUL INSULATE WM WATER MAIN ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS. JB JUNCTION BOX WS WATER SERVICE LBS POUNDS WTR WATER 20. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 LF BEYOND THE RIGHT-OF-WAY LINE UNLESS NOTED OTHERWISE. LF LINEAR FEET WV WATER VALVE LT LEFT 21. ALL UTILITY CONDUITS FOR IRRIGATION, ELECTRICAL, GAS, PHONE, CATV, ETC... SHALL BE BURIED A MINIMUM 30" FROM FINISHED GRADE WITH TYPE A BACKFILL, UTILIZING LVL LEVEL TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. ALL LOCATIONS ARE SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS DIRECTED BY ENGINEER. MAX MAXIMUM MH MANHOLE 22. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT 23. TOP ELEVATIONS PROVIDED FOR WATER MAIN CONSTRUCTION REPRESENT THE MINIMUM TOP ELEVATION AT THE LOCATION IDENTIFIED TO ACHIEVE THE REQUIRED 6.5' COVER MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS BASED ON PLANNED STREET ELEVATIONS WITHOUT ALLOWANCES FOR CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 6.5' COVER OVER THE WATER PIPE IS ACHIEVED. 24. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3' DEFLECTION AT THE JOINTS. 25. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT. 26. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. 27. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. MINIMUM RESTRAINT LENGTHS FITTING MIN. LENGTH (FT) 8" 90' HORIZ. BEND 17'-0" 8" 45' HORIZ. BEND 7'-0" 8" 22.5° HORIZ. BEND 4'-0" 8" END CAP 3 8" HORIZ. TEE 8'-0-0" 8" X 6" TEE 5-0" 8"X6" REDUCER 15'-0" VERIFY SCALE REVISIONS T DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED.LINEBELOW 1 RECORD DRAWINGS 1/15116 JRM 'e MEASURES ONE INCH ON INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. � Engineering �p�CHRISTOPHER d APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 T Ave. M.959 PE G! Bozeman,MT 59715 O DATE:OS/2015 Design ,p 10959 PE DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319 �s o artc *�. Q.A.REVIEW e� BY; GENERAL NOTES 1.2 DATE: H:\1097\001\HCAD\SHEETS\RECORD DRAWINGS\COVERSHEETS-AB.dwg Plotted bychristopherwasia on 1/18/201610:06AM 7TiecBe innin o aiVety Standardo Commitment COPYRIGHT®GENESIS ENGINEERING,ING 2016 OIVAI. CONTROL POINT#1 -5/8"REBAR BENCHMARK#1 -ARROW BOLT ON HYDRANT \\ // y%' M1 / / / \ \\\ �\ N:535507.06 ELEV:4663.69' / /� / / �� \ \\\\ \ EXISTING //_— / `� \ BASKETBALL COURT E:1566273.50 ELEV:4661.45' BENCHMARK#2-ARROW BOLT ON HYDRANT / j / (NE CORNER OF BLACKBIRD&CATTAIL) / / �_— // %' / — TRaL�ar146A� vvv 1 vvvv CONTROL POINT#2-5/8"REBAR ELEV:4654.45' / / f �// / �/ `\� \ \\ \\\ A N:536030.79 BENCHMARK#3-ARROW BOLT ON HYDRANT LOT 11 E:1566183.01 ELEV:4658.48' ELEV:4653.85' BENCHMARK#4-ARROW BOLT ON HYDRANT ELEV:4661.76' / j /� // /'`J j/ \\\ LOT 10 VERTICAL DATUM PARK E ' LOCAL DATUM BENCHMARK#5-ARROW BOLT ON HYDRANT s _ — _ _ e ELEV:4661.32' %� // �L j/ / /z, LOT 9 �� CATTAIL CREEIv SUB ELEV=COB-17.78' (USING HYD#1431& BENCHMARK#6-ARROW BOLT ON HYDRANT /v /�fp r %` �'' LOT 8 #1436 ON HYD BM MAP) \ ELEV:4663.99' � ��j� 3 LOT 7 BENCMARK \\ \ LOT 12 \\\ >\\\ \\\ \ \ / / i� •n__ � � / / o i \ � I \ 12'UTILITY EASE NT LOT 6 -LOTS `OT 4 LOT/3 \ \� \ B 30'UTILI EASEMENT LOT 50 LET 14 vLOT 2 5 LOT 49/^I _ / �0-T-48— --- I /�— I I� I ICI / \LOT II LOT/47 I v v v LOT 46 — v—v �1 vII� / A\+0II S LOT 16 �I 7 III vv vSLOT 37 — — ———————— �12'UTRIT�QA ElIIArV E �z0 \ \\ \\ IO'UTILITYE SEMENT \ \12'f1TILITYEME7 EN /MAR #5 L/ \ \ �°V111 (� I y 1 \V �/ f --li�i--== I) -- III ll. II c� 30'UTILITY EASEMENT \ LQT,18 LOT 2 z \ \ \ b\\\ vil 1 BLOCK \ Lb i / LoT A C�T/39`\�\LmT 401 LOT 41 LOT 42 \LOT`�3, LOT 44 �CATTAIL CREEK SUBDIVISION / 1 I I � v 1 LO '19 PHASES 2A & 2B / 4iIt MgR #4D. \ IIILOT 341 11111 1 1 1 111 — / II /! ------ \ Bw a aw a aw + aw 1�-9 1.01 11� OR —I _ I a 86 ` SS aSS 8S a $ vvv L9L3 oZI I- / _ / _—II / i v A / n / ///�^ I r---/ / 12'UTILITY ASEMENT\ \ / /II \\ / I + \\ \I \ ,LOT 3L,VA I�il /// / /�� `/ / /� -- —ter \\�/ % o v \V vv vvv� — — i /// LOT 2� �� v LOl 20 /� v o LOT g/ LOT 28 'LOT 27 LOT 26` LOT 24 LOT 23` LOT 22 OT 21 \ \ GRAPHIC SCALE inch xe30) 1 — — — — -- -- _ — \I N 11�X17" 1"=60It � LOT 31 V / y� � ��/ 1 V / 1zyuLlfv MENT P \ \v PROJE3 BOUNDAR BENCMARK#6 EXISTING GRAVEL TRAIL L_—_ ( ONTROL POINT 1 CATTAIL CREEK SUB v N �11Jy \ + EXISTING FENCE ———\ 00 VERIFY SCALE REVISIONS N',' DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHKD.BY:CMW H O MEASURES ONE INC H ON CATTAIL PROPERTIES 1097.001 REDUCED,LINE BELOW 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Engineering ;V CM.WAPHER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 th Ave. A M.WASIA Desi n Bozeman,MT 59715 T 10959 PE DATE:05/2015 DRAWING NUMBER g MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319d`ss�Fo18TER� , BY.,Q.A.REVIEW OVERALL SITEPLAN AND BENCHMARKS 1_3 H:\1097\001\ACAD\SHEETS\RECORD DRAWINGS\I-3-SITEPLAN-AB.dwg Plotted by christopherwasia on 1/18/201610:11 AM She Be innin D aNew Stan6ar6o Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAI. DATE: ' m I rc II ii iI I lo 10 �T_ _ - - \CATTAIL STREET ----------- ______ ______ _________ 9 w EXISTING FENCE _____ SEWER SERVICE TABLE-ALLEY'W' q w \ S lo 0 III \ LOT# STATION OFFSET LENGTH SIZE/DESC SLOPE END ELEV.* e III EXISTING 8"S \ N w 1 0+98.78 19.0 LT 24.5' 4"PVC 4% 49.9 C 10 < III II'I SEWER MAIN o <or <o <p or or r or w o r o r r , I \ 2 1+33.78 19.0'LT 24.5' 4"PVC 4% 49.7 3 1 l T 8 9 0 � I I o J 3 6 z 4 H w I I TY ICAL SWR VC. O 30'UTILITY II STA 3 89.34,5.5' T II STA 5+07.39 �\ m\ J SEE T BLE EASEMENT INS!ALL SSMH 2 I I I i \ � 3 1+68.78 19.0'LT 24.5' 4"PVC 4% 49.4 INSTALL SSMH#1 46 1+85.65 19.0'RT 13.5' 4"PVC 4% 48.8 - - - STA 4+15.08,5.5'LT J6 w 5+00 5+3I/.41 �� STA 1+72dB,6.6'LT o 4 2+03.78 19.0'LT 24.5' 4"PVC 4% 49.1 INSTALL SSMH#4 CONNECT TO SSMH#3 LOTLINE TYP 47 2+28.35 19.0'RT 13.5' 4"PVC 4% 48.4 o 4% 48A r3s ' f it p AAi III II I I \y 2+0p 3+00 +00 .02 o o Cor I � 48 2+63.35 19.0'RT 13.5' 4"PVC 4% 48.2 i AO+3 ,5.5'RT m '2 II IjL�\ `�`p�� me me 6 2+73.77 19.0'LT 24.5' 4"PVC 4% 48.6 IN L °T or (or 40 40, I II N �(.�' STA 4+21.08 e" 46 a� ca r ey Sp I I I �L 37,E '�*: 49 2+98.35 19.0'RT 13.5' 4"PVC 4% 47.9 + INSTALL B"ENDCAP r a � % 'I INV:4658:8� 7 3+08.77 19.0'LT 24.5' 4"PVC 4% 48.3 4 r ? 4650.79' °r 4/ r \\ u \ 50 3+33.35 19.0'RT 13.5' 4"PVC 4% 47.7 38 l" II gp I� �� V"� �� TYPICAL 3WR SVC. EE TABLE 8 3+43.77 19.0'LT 24.5' 4"PVC 4% 48.0 3s <or ri it � �� V 9 3+81.84 19.0'LT 24.5' 4"PVC 4% 47.7 (pry a��i� �� a� w w w w w 10 4+13.76 19.0'LT 24.5' 4"PVC 4% 47.3 1pr Z 11 a+ss.aa 1 19.0'Lr gas 4"PVC a% ass 'S /�o� % AA� o�A o SEWER SERVICE TABLE-BTREET-W PARKCREEKAVE. PROJECT BOUNDARY z / / GRAPHIC \ \ \\ GRAPHIC SCALE LOT# STATION OFFSET LENGTH SIZE/DESC SLOPE END ELEV.* °w °r 40, 50 25 50 p p 50 q 25 50 s3 \ / �, V A�� V A 37 1+67.54 38.0'RT 49.9' 4"PVC 4% 51.4 �0r ap *� �0r / +� s / i£� �i // FEET) \\`��` I\\ ( IN FEET) 36 1+95.51 38.0'RT 43.5' 4"PVC 4% 51.5 vc / / i �i // 1 1 h= 60 ft. 1 inch= 50 ft. <orZ (p / <or ��i/ / i 17":1"=100 ft \\`p tl\I 11"XI 7":1"=100 ft 35 2+30.51 38.0'RT 43.5' 4"PVC 4% 51.7 34 2+65.51 38.0'RT 43.5' 4"PVC 4% 52.0 33 3+00.50 380'RT 43.5' 4"PVC 4% 52.2 32 3+35.50 310'RT 43.5' 4"PVC 4% 52.4 31 3+71.30 38.0'RT 43.5' 4"PVC 4% 52.7 SEWER SERVICE TABLE-ALLEY"B" LOT# STATION OFFSET LENGTH SIZE/DESC SLOPE END ELEV.* PROFILE 12 0+36.11 18.3'LT 11.7' 4"PVC 4% 47.4 VERT:1"=5' 13 0+33.53 19.9'LT 15.3' 4"PVC 4% 48.1 PARK CREEK AVE. HORIZ:1"=50' 11X17 PROFILE 14 0+96.14 19.0'LT 14.9' 4"PVC 4% 48.6 ALLEY „A„ PROFILE VERT:1" 10' 15 1+27.66 17.6'LT 10.3' 4"PVC 4% 49.1 A VERT:1"=5' HORIZ:1"=100' 4670 HORIZ:1"=50' 16 1+58.16 18.8'LT 13.3' 4"PVC 4% 49.3 (30'EASEMENT,22'ROW,22'ASPHALT) (60'ROW,31'TBC) �°a9 11X17 PROFILE 17 1+93.14 19.0'LT 13.5' 4"PVC 4% 49.4 v TYPE A TRENCH BACKFILL - VERT:1"=10' TYPE A TRENCH BACKFILL TYPE 1 BEDDING ° HORIz:1"=100' TYPE 1 BEDDING m , 18 2+28.14 19.0'LT 13.5' a"PVC 4% as.s a m a ;Z cow v 19 2+63.14 19.0'LT 13.5' 4"PVC 4% 49.7 Iq 46s5 4670 < SEWER SERVICE TABLE- T_REE`T"T LORI LANE v F LOT# STATION OFFSET LENGTH SIZE/DESC SLOPE END ELEV.* z 30 0+84.74 29.0'RT 27.5' 4"PVC 4% 51.2 N >w w - U o z„0 38 0+85.28 29.0'LT 30.5' 4"PVC 4% 51.3 z XISTIN GROU D .. p 10 or 4660 _ a J?.�II 4665 N "o +a v II 29 1+18.62 29.0'RT 27.5' 4"PVC 4% 51.2 -- - -- x 39 1+20.28 29.0'LT 30.5' 4"PVC 4% 51.3 28 1+53.62 29.0'RT 27.5' 4"PVC 4% 51.1 5�> >>a F NISHED GRADE T N / N - � z z N N z o ¢ 1' 40 1+58.27 29.0'LT 30.5' 4"PVC 4% 51.3 NTERL NE F 4655 4660 m - 27 1+87.62 29.0'RT 27.5' 4"PVC 4% 51.1 F NISHED GRADE T - ENTER NE 82% 41 1+94.27 29.0'LT 30.5' 4"PVC 4% 51.3 26 2+23.62 29.0'RT 27.5' 4"PVC 4% 51.1 -WArE MAI ¢ EXIST I G GRO ND 42 2+32.27 29.0'LT 30.5' 4"PVC 4% 51.2 4650 4655 OAT CE rRLIN j 25 2+57.61 29.0'RT 27.5' I IN.SE ARATI N 3 MAINTI IN 11* IN LL z MIN SEPAR TION W RM IN 43 2+68.27 29.0'LT 30.5' 4"PVC 4% 51.2 w SD 35 O 24 2+93.61 29.0'RT 27.5' 4"PVC 4% 51.0 Q: - 0.79% IWSTA-tU 44 3+06.27 29.0'LT 30.5' 4"PVC 4% 51.0 4645 ~ 8; SUN 5 4650 23 3+28.61 29.0'RT 27.5' 4"PVC 4% 50.8 SDR 35 INSTALL 6 LF =0,97" M of $ - 0.7 % 8" S R 35 45 3+40.28 29.0'LT 30.5' 4"PVC 4% 50.9 + + - V F � 22 3+63.61 29.0'RT 27.5' 4"PVC 4% 50.7 V o rn rn 21 3+97.61 29.0'RT 30.5' 4"PVC 4% 51.2 4640 11 4645 m 20 4+24.39 29.0'RT 27.5' 4"PVC 4% 51.2 m Y w w +cJ w w *AS-BUILT INVERT ELEVATION AT END OF SEWER SERVICE STUB 46XX.X o m NtV0 V NV ON NV Oi NV OeG NV OayG VV N NV OayD NV� ONV Nry NV� N cG NV V c V� V y �V N V yV O �V�y ONV N �WObOLL YJOHbO YJ�NbO YN)�NO INSOOOl O NgiO I�f�NO ON fNObO tN0 fOHbO ON f^bO tOp 0�OtbO O0 Vy N NNIn fG fG NU, N NON NV Sy- In ONtb0 VO(O�t0b (YOJ�mtpO Y SSS 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 3+00 3, 4+00 VERIFY SCALE REVISIONS NT DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHILD.BY:CMW H O MEASURES ONE INC H ON CATTAIL PROPERTIES 1097.001 REDUCED,LINE BE 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Engineeang *p CHRISTOPHER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 IT Ave. A M.WASIA Desi n Bozeman,MT 59715 - 10959 PE DATE:05/2015 DRAWING NUMBER g MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319 �d+s�Fo,eTEwE BY:Q.A.REVIEW SEWER MAIN -ALLEY"A"&STREET"A" S_1 HA1 097\001\ACAD\SH EETS\RECORD DRAWI NGS\S-1-AB.dwg Plotted by Christopher wasia on 1/18/201610:20 AM She(Beginning o aNew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAt- DATE: LOT 2 LOT 49 I I Ili IJ I i a II -- \ LOT 1 i i I I III III i +° LOT 48 LOT 15 i LOT 47 I l --_-- -------- -- LOT 46 _--- BLACKBIRD DRIVE Ir LOT 16LOT 37 IS II W II i o f III wI BOUNDARY LOT ECT ——— ---- I n I ili. x i' I LOT 36 m ii' II m II 1 LOT 18 Id 11 / - p LOT 35 - Il�yy�� LOT 38 LOT 38+1T 40 LOT 41 LOT 42 LOT 43 LOT 44 LOT 45 111 T STA ,1.5'R O 7YPI AL SWR S C. n \ 0'U LITY EASE ENT o TYPICAL WR SVC. Im (� INSTAL SSMH#7 £1 LOT 19 SEE TAI ILE,SHEET -1 n 3iA 1+2 27,7.5'LT S E TABLE, :ET S-1 `\ INSTAL SSMH#5 _ 11 LOT 34 m I� \ —STA 3-0936,5.5kT INSTAL`4'SSMH LOT 33 LT TLI 4t,lyri LIL STA 3+ I _ > 6.52,1.5'RT STA +26.60,1.5'RT LOT 32 ONNECT SSMH#6 IN TALL SSM #8 E"�Q m Im j LOT 28 LOT 2� LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 ~O \� LOT 30 LOT 29w 1 + - STA 0 16.05�10.2 NECT TO SS #2 \ J p \ SEE ET S�1 \ LOT 31 8 �\ PROJECT BOUNDARY INSTALL 11.5'OF J1 1 EXISTING TRAIL\\\ o GRAPHIC SCALE j IO 50 0 25 50 4 2 PvA A o ————• —,—. 50' 0 2s so Y \ ' IN FEET) EXISTING FENCE \\ tJ \\\ I inch= 50 It. (IN FEET e ) 11'X17":1"=100 ft 1 inch= 50 ft. 11"X17":1"=100 ft ALLEY „B„ PROFILE LORI LANE PROFILE VERT:1"=5' VERT:1"=5' STREET "B" HORIZ:1"=50' (22-ROW,22-ASPHALT HORIZ:1"=50' 11 X17 PROFILE lIX17 PROFILE VERT:1"=10' TYPE A TRENCH BACKFILL VERT:1"=1 (42'ROW,27'TBC) o 0' a _ 0: HORIZ:1"=10 TYPE 1 BEDDING _ HORIZ:1"=100' F TYPE A TRENCH BACKFILL iv Y `� LU w m TYPE 1 BEDDING v< U g -H m as7o ` 4670 z rn O z fp t0 N U ccoo o `n v a? 3 n 4665 I� co N 4665 >z o �> + +xk II z M II FIN ISHED GRADE =w O � a= O H z vzz- o 4660 =J w_ - _ 4660 >> 0 zz FINISHEDGRAD AT EXIST NG GR UND ENTE INE AT CE TERLI E 4655 EXI TING OUND 4655 AT ENTEF INE MAINTAIN MIN.SEPARATIONON MAINTAN 18 AIN J MIN.SEPARATION :8 ATER MIN.SEA I MI .SEPA TION 86.90 LIF 4650 4650 8"S WER IN 8 S R 35 F IN A L F SHE ETS-1 _ g" SID 35 S"- 0.40 (1) - 8" SD 35 U 4645 II S=1 0% II m 4645 - 2,70 6w UJ W JJ W w N W b� W W b� (h W N� a7� M� n(7 �� M� MN N� Mn W m W r•N Oa r•� O� OQ W N W 1y nM W N NN NN NN No N� N� NN NN NN NO fOO6.0 f000 tD tD h tD tD O tD O N t0 N N N N N tp O tp O O O tp O O O tp N O tp N O tp O O tp O O O tp O O O t0 O O Vy Vy Vy Vy Vy Vy Vy Vy Vy Vy y 0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+91 VERIFY SCALE REVISIONS N�- DRAWN BY:JRM YYY PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHILD.BY:CMW MEASURES ONENE INCH INCH ON CATTAIL PROPERTIES 1097.001 REDUCED, 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER O ORIGINAL DRAWING. Engineering "p CHR.WASI ER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 T Ave. A M.959 PE Desi n Bozeman, )5 1-331 T 10959 PE DATE:.REVIEW DRAWING NUMBER ELE g Phone:(406)581-3319 O,A.REVIEW MODIFY SCALE ACCORDINGLY NGINEERING, IN Be Planning �SS1/`+o,aTBe " BY: SEWER MAIN -ALLEY"B"&STREET"B" S_2 H:\1097\001\ACAD\SHEETS\RECORD DRAWINGS\S-2-AB.dwg Plotted by christopherwasiaon 1/18/201610:26AM The Be innin D aNew Stamfar6o commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAlt- DATE: m II __ _ I_-\ --- \ z _T_ + --- --- - - ------1__ - _-___-_____--_- ___I- L _ - _ _ _ _ _ \ J m n _ __ L y __________________________________________________________„__________ __ - ___ - - - - Lu CATTAIL STREET ____ EXISTING FENCE ________ ---------- ----- --- ---- ,�---- --- J m -- - - � EC BDUNDnR�-- _ _-- -_-- ---- --- y WATER SERVICE TABLE-ALLEY"A" r 1"SVCIN OEXISTIN a" ii \ z LOT# STATION OFFSET LENGTH SIZE/DESC C P,EXTEND ',ASSURE 8"CAP II \\\ m 1 0-9228 19.0 LT 13.5' 1"COPPER A 0-31.75,55LT HA S M.J.&T.E. I' III m w STALL 45° 11.25°BE DS EXISTING 8"D.. "' 2 1+27.28 19.0'LT 13.5' 1"COPPER <pT 3j 'OT1 /pT (0'3 r0 10" CpTs 1pTs GpT 1pT (pT SOT (pr III WATER MAIN \ a s o II 7 1' \ °\ 3 1+49.59 86.6'LT 5.0' 1"COPPER STA 0+7.00,5.5'L z 30 UTILITY ST 3+68.48,5.'LT S A 3+80.86, .5'LT S A 4+g3.03,&&LT \ I m \ 46 1+79.35 19.0'RT 24.6 1"COPPER INSTAL 8"VALVE EA EMENT IN TALL 8"V LVE IN TALL 8"X8 TEE I I STALL 8"TEE 8 8"W.V.O "\ INSTALL HYA. I� E ISTING MAIN \� \ ASSEMBLYf WITH 24.0 - - - - -- - \ LF OF s•LSD PIPE o 4 1+97.28 19.0'LT 13.5' 1"COPPER g 0+ " 00 IS+3f7.41 \\ \a INSTALL HYD. in limp TYP F OF 6"LEAD PIPE 47 2+21.85 19.0'RT 24.5' 1"COPPER II "\ STA 2+6. 5.5'RT 5 2+32.27 19.0'LT 13.5' 1"COPPER 1+64.36 STA 3+08.07 5 R RT s "sg'2 ilf iI I \9�`�\\ CONNEC N 2+ 3+0D IN +00 + .02 48 2+56.85 ...0 RT 24.5' 1"COPPER TYPICAL Wi SVC. o <or I 4 I� $ \` Mo „, 6 2+67.27 19.0'LT 13.5' 1"COPPER a 4 SEE ABLE m 6 ' \\ J oT Rs /oT R <or R m 1or R <or S Fr I II �I I �� +ZIP \ ,�+o° �P 49 2+91.85 19.0'RT 24.6 1"COPPER ( IF tyl' I ��\ F�\\ �G� 7 3+02.27 19.0'LT 13.5' 1"COPPER 40T l pT 73 2+77,57, .5'RT STA 49.0,5.5'RT INSTALL HYD.ASSEMBLY 50 3+26.85 19.0'RT 24.5' 1"COPPER ^ j¢�\\ STALL 8"X"TEE I STALL+18"X TEE W/ WITH 13.7 LF OF 6"LEAD PIPE \ $ 3+37.27 19.0'LT 13.5' 1"COPPER / I \ \ A1s7z,5.0'RT INSTALLS"!"TEE 1NVPIC LWTR�SVC. END�APT SOUTH 39 / or / Illl $EE'TABLE 9 3+72.27 19.0'LT 13.5' 1"COPPER 9 10 4+07.26 19.0'LT 13.5' 1"COPPER Rp !oT R' p a / r o'l//II. %I l \\\\\ \\\\\ z 11 4+52.98 19.0'LT 13.5' 1"COPPER WATER SERVICE TABLE-$I�A VA° °A\ ° " �S PAR CREEK AVE. GRAPHI GRAPHIC SCALE \\\\\ �\\\\ PROJECTBOUNDARV LOT# STATION OFFSET LENGTH SIZE/DESC 50 2s so p p so q zs so \\ 37 1+49.80 34.0'RT 33.00' 1"COPPER it I 1XIN FEET> u \\\1` 11 1 1 ( W FEET) i h= 50 11. \n ICI 1 i h= 5o ft. 36 1+92.39 38.0'RT 32.50' 1"COPPER <or R / �oT // 11"X17":1"=100 ft 1 p tl 11"XI 7":1"=100 ft 35 2+28.85 38.0'RT 32.50' 1"COPPER 34 2+66.70 38.0'RT 32.50' 1"COPPER 33 3+02.92 38.0'RT 32.50' 1"COPPER 32 3+40.02 38.0'RT 32.50' 1"COPPER 31 3+76.36 38.0'RT 32.50' 1"COPPER WATER SERVICE TABLE-ALLEY"B" LOT# STATION OFFSET LENGTH SIZE/DESC 12 0+42.17 17.4'LT 22.6 1"COPPER PARK CREEK AVE. PROFILE 13 0+72.10 18.7'LT 26.2' 1"COPPER �� PROFILE VERT:1"=5' 14 1+02.22 19.4'LT 25.8' 1"COPPER ALLEY A VERT:1"=5' ST HORIZ:1"=50' 15 1+41.78 83.4'LT 16.7' 1"COPPER (30'EASEMENT,22'ROW,22'ASPHALT) HORIZ:1"=50' IIX17 PROFILE TYPE A TRENCH BACKFILL 11X17 PROFILE TYPE A TRENCH BACKFILL VERT:1"=10' 16 1+64.64 18.9'LT 24.3' 1"COPPER o VERT:1"=10' - HORIZ:1"=100' 17 1+99.64 19.1'LT 24.5' 1"COPPER TYPE 1 BEDDING HORIz:1"=100' TYPE 1 BEDDING ro Y - ILL! 18 2+34.64 19.1'LT 24.5' 1"COPPER O _ } F 19 2+69.64 19.1'LT 24.5' 1"COPPER 4665 w m 4670 W 3 a ¢ 3 WATER SERVICE TABLE-ST Lo I LANE of ~ Z LOT# STATION OFFSET LENGTH SIZE/DESC U z U 30 0+78.2 29.0'RT 38.5' 1"COPPER ~ r ISTIN GROU 4D 4660 Zki UltN tKLINtIi 4665 J O U 38 0+78.8 29.0'LT 19.5' 1"COPPER O o 29 1+12.1 29.0'RT 38.5' 1"COPPER --- - v U u - -1 11% + 39 1+14.8 29.0'LT 19.5' 1"COPPER --- _ - Q FINISHED G DE A ¢ 1,0% 28 1+47.1 29.0'RT 38.5' 1"COPPER H +o ElCTERLIN N 4655 4660 ¢ - 40 1+51.8 29.0'LT 19.5' 1"COPPER F NISHED GRADE AT F 82/ m - wNTER NE \ w -__ _ 27 1+82.1 29.9 RT 38.6 1"COPPER 41 1+88.8 29.0'LT 19.5' 1"COPPER 26 2+17.1 29.9 RT 38.6 1"COPPER 4650 4655 E.ISTII IG GROI JND I IN.SEI'ARATIC M AINT IN 18• AT CE TERLIN 42 2+25.8 29.0'LT 19.5' 1"COPPER P OP MIN SEPA TION $" 1 25 2+52.1 29.9 RT 38.5' 1"COPPER 43 2+62.8 29.0'LT 19.5' 1"COPPER TA 0 67.00 I NSTAL 8 LVE A 3+ 8.48 24 2+87.1 29.0'RT 38.5' 1"COPPER 4645 NI M. . INSTALL 8 VA VE W M.J. 4650 E SEW RMAI ST 0+31.75 45° 11.2 HORIZONT L I STA 2+66.07 TA 4 19.09 q4 2+g9.8 29.0'LT 19.5' 1"COPPER INS;A,LLSTA 3+80. 6 ENDS / M. INSTAL 8 .V. STALL 8"X6" 23 3+22.1 29.0'RT 38.5' 1"COPPER HO IZONT L BE DS W M.J. TA 4493.03 W/ .J. TEE & FHYD 45 3+34.8 29.0'LT 19.5' 1"COPPER STALL 8" TE & 8' W.V. TA 1 83.06 INSTAL 8"X " TEE A S'Y W M.J. 4640 W/ M ON EXISTI C 8'" AND FHYD ASST S A 2+ 7.57 22 3+57.1 29.0'FIT 38.5 1"COPPER WATE 4645 MAIN STAL 8"X8' TEE STA +21.0 21 3+92.1 29.0'RT 38.6 1"COPPER ALL 8' J J ST 3+0 .07 INS 20 4+35.0 29.0'RT 38.5 1"COPPER (Jd (9 INST LL 8" W.V. co LL -C0 W/ M.J. VN� OV T qV WV y 'VQ 'Vn O VcD y� NO ui N yWZ 71, O N �N 1f1 ot 1fn1 ot N1f1 V)�11 r0O11 O N �11 ON11 0011 r11 ^t t �t N Ot O�wN NN� NN'n NN'n " N o OON � W fo C6of o0 Q0 i 0N pO 0� O� O ON. NyO N N N N 00.. N.O 0.7 V �mt 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VERIFY SCALE REVISIONS NTp DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY "�9 CHK'D.BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED,LINE BE H O MEASURES ONE INC H ON 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL ORAwINc. Engineeang •p CHRISTOPHER APPR.BY:CMW BOZEMAN MT NESIS Consulting 204 N.11 th Ave. A M.WASIA Dasin Bozeman, )5 1-331 T 10959 PE DATE:05/2015 DRAWING NUMBER g Phone:(406)581-3319 � MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning d`ss�FotaTER��, BV.A.REVIEW WATER MAIN -ALLEY"A"&STREET"A" W_1 HA1 097\001\ACAD\SH EETS\RECORD DRAWI NGS\W-1-AB.dwg Plotted by christopher wasia on 1/181201610:32 AM The Be innin o a-Vew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.20116 �NAt- DATE: LOT 1 LOT 2 LOT 49 dI II -- LOT 4e LOT a — --- ------ oTa7 I l CONNECT TO EXISTING1.5=— — ———————— —— fir / I I SVC,,REDUCFT01"AND-__ ________________________________ \ e LOT 46 LOT 16 IIII III x _____________KBIRDD-----------r a/ III/i�i�EXTg_N6PAST-PV€ BLACKBIRD DRIVE i LOT 37 II I to I� LOT 17 ECT BOUNDARY LOT 36 II' t7 jl m LOT 18Ld w III O J p LOT 35 LOT 38 LOT 39 LOT 40 LOT 41? LOT 42 LOT 43 LOT 44 LOT 45 m N ST�LIHYD.ASS LY J STA +67.57,7.5'LT O A 3+52.06, .5'LT LOT 19 ITHI S{2ILF OF 6" D PIPE 0 30 ILITV o o A 3+74.06,F. LT TA 4+70.38,9.1 LT �fYPIC L WTR SV EASEENT STA 2 87.36,5.5' T STA 0+24.58,9.5'L INST LL 8"W.V. / EE TABLE,SHEET W- IN TALL 8"W. CONNECT 8" INSTALL "W.V £ '" INSTALL 8"X6"TEE \ L07NS?ALL 8" II o I s ---- STING 8"D.I.W MAIN \ STA-2+96'88'5Fr'R-F LOT 33 5 1 1 I ST 27 0,3.2'RT 3 e INSTAL`!r'8"TEE "i J L TLI E, INSTALL 8"W.V. STA .55,3.6'R STA 4+8.10,9.5'LT I STA 3+57 63,9.5'L7 \ IN LIo11.25"BEND my PICAL WT SVC.SEE CONNECT TO 8"TEE INST L 8"W.V.8 8"TEE ON > m 0 LOT 32 TABLE, HEFT W-1 EX TING MAIN I o o \ LOT 28 LOT 22 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 30 LOT 29w STA 0+054,1.4' �C = I\ ONNECT T08" E \ p \ TALL 11 BEND 0 LOT 31 �\ \\\ g Xyp PROJECT BOUNDARY 10 EXISTING TRAIL GRAPHIC SCALE 50 0 25 so _.—.—.—. .—, —, .—, .—,—,—.— .—,—. A SC71LE + 2Y p \ 0 SO"— IN FEET)\\ EXISTING FENCE J \\ a I h= 50 ft. (IN FEET) 11"X17":1"=100ft 1 inch= 50 ft. 11"X17":1"=100 ft LORI LANE PROFILE PROFILE VERT:1"=5' ALLEY "B„ VERT:1"=5' CTpCCT ��p�� HORIZ:1"=50' ' ' ' HORIZ:1"=50' IIX17 PROFILE (30 EASEMENT,22 ROW,22 ASPHALT) lIX17 PROFILE (42'ROW,27'TBC) o VERT:1"=10' TYPE A TRENCH BACKFILL VERT:1"=10' 4 HORIZ:1"=100' TYPE 1 BEDDING HORIZ:1"=100' F TYPE A TRENCH BACKFILL Y w TYPE 1 BEDDING O w 5 of m 4670 a F 4670 3 } z z LU a 3 Om o II 4665 Z w 4665 mw o V M H M FIN ISHED GRADE O AT CEN ERLIN 4660 FI ISHED RADE T — 4660 ` QCENT RLI E 6. MIN EXIST NG GRC LED AT CE qTERLIN E 4655 4655 MAINTAIN 18" MIN.SEPARATION 8" LASS 1 DAP Ir MAIN TAIN 18 1 D I P MA NTAIN 1 MIN. EPA TION SS MI .SEPAF ION 4650 4650 PRO OSED EWER MAIN I STA0+6 .57 STA 2+98 88 IN TALL E W.V. W/ .J. STA 3+57.63 STALL 8 TA 0 27.30 W.V W/ .J. STA +24.6 T.O.P. 4653.18' INSTALL "'X6" EE J. 4645 TA + 4645 CONN CT T 8"X6' TEE F YD A S'Y W M.J. / M. . INST LL 11 25° ST 2+9 .88 SEE SHEET W-1 STA +52.0 & 3+74.05T STA 1+80.1 HORIfONTAL BENC STALL 8" INSTAL 8" W.V. / M.J. STALL 8"X8' TEE / M.J. TA 0+5.51 TE� W M.J. O�\ )�� ONNE T TO TEET.O. .=464 .28 � � STA +76.1 y STALL 11.2 HORIZ. BE D & c0 c7 c0 c2 INST ILL 8" W.V. / M. . V. W M.J. w"_ w w .(\ b W� W b I �W N O M n(7 M MN N Mn W m W N Oa O OQ W N W 1y nM W N W G N f0 nN O�j n OQ ^� NN NN NN No N� N� N N N NO fOO f000 f000 m O m tD tD tD tD tD N t0 N N N N N tp N tp O N tp O O N N tp N N tp N O tp O O tp O O O tp O O O t0 O O Vy Vy Vy Vy Vy Vy Vy N Vy N Vy Vy N Vy O Vy O Vy 0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+91 VERIFY SCALE REVISIONS NT DRAWN BY:JRM YYY PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHILD.BY:CMW H O MEASURES ONE INC H ON CATTAIL PROPERTIES 1097.001 REDUCED,LINE BELOW 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Engineeang "p CHRISTOPHER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11IT Ave. A M.959 PE Desin Bozeman, )5 1-331 T 10959 PE DATE:05/2015 DRAWING NUMBER g Phone:(406)581-3319 MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning d`ss�FOIa E`" BY:Q.A.REVIEW WATER MAIN -ALLEY"B"&STREET"B" W_2 H:\1097\001\ACAD\SHEETS\RECORDDRAWINGS\W-2-AB.dwg Plotted bychristopherwasia on 1/21120165:35PM The Be innin o a-Vew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAt- DATE: W vI m---------------------- = --- T +----------------------- +---------� -- — - -� — ��. _ -------- - - _ I ' ��' yA'CA _ ..'+�'ss `-.�' d' �I V \ � 1 11 I \� � j I EXISTING FENCE 6"CONCRETE ___----_____---_= 1 I / 4� SIDEWALKTHROUGH TTAIL STREET `� - APPROACH �RO7ECTE6�1N—1L\—— —— —— it / ( I� i \ I i� 1 `1 �I�„-- 1 — SLOPE TO $ _ 1 J ' \ %\ I I / EXISTING 11 /i,11 / / iii�l��\_ II I Z SLOPE TO \�� -'__� � 3 —� EXISTING A ` IIIryS(TALL APPROACH PER DETAIL I �� \ II i i�i 1I =, :`l w `\I nmj 1 ` II 02f�'�L,9-7A.SHEET D-2. �q� , PPROACM ECTION 1 II / ` I�S(D WALKTO MATCH INVERTED i 1 i �� 1 it/ 4"CONCRETE SIDEWALK � I I CRRQQWNCROSS SECTION OF ALLEY \� INS ALL(5)-8"A.2000 I I jI/ \ii q$$HOWN ON DETAIL,THIS SHEET, \, / i °\ _ /I -' ��`�1�� \ C 'NDUITSF RaRY �� \ " L cATo TBc L IIIi , NSTALLAPP IC PEIR I I 30'UTILI EA�SEMEN ,I �� ii SP:4SHEET R-3 FOR INTERSECTION U� ,INSTALL 5%�/IDE noN rec EL A- e �'V D�T 025 1 Fd{2 ' 1 - io LITI S&UIGHT,L=33� ID ET 5.23' — _ , I � I I —— Q� \LO ION TBC ELEV 5ft.41 `.r� �� Pc aeea.00 °-PT °5 0.TLI P ALLEY APPROACH SECTION DETAIL 02529-7A(2) 0+0 ` k w ' TBC=4661.87 \III It elg ps ass / E 32'OF EXISTING 4"SIDEWALK / B=Te0 1 �,A \�� =i„v o� 1 SEE ALSO DETAIL 02629-7A, SHEET D-2 &REPLACE WITH 6" SIDEWALK&APPROACH INSTALL 5'WIDE`,4"SI I/A} �I IMSITALL(1)-8"A-2000 W/THICKENED E FOR I`�N 11TIGATION,L=35' �* NOTES: I �i4 INSTALLS' E,�SIDE ALK '" ___ ll' I �`��li �� --� 1 I I TBC=4661.87 1. B=FL-VG IS THE FLAG ELEVATION AT INTERSECTION OF THE CENTERLINE _W/THICKENE EDGE PE - �' I- '' I; I �� R=1 o D' "-/ ; OF VALLEY GUTTER AND THE FLAG OF THE CURBLINE. THE CENTERLINE V II I \ 1 9NSTALL P'VIDE I�I1 TALI„5' - DerA�sHEE D-2 OF VALLEY GUTTER IS TO BE S OFF THE EDGE OF ASPHALT. p�$IRIA RAMP I -� , V \ I I I V I TALL PARI0IIG LOT r I �� 1 � I I I / 1 /_ ' ' ��- I Il �° INS ALL(1)-6� _ / I I 'IN6TALL 8"A-20 _ ',coNgUI(8 FOR Dtx 2. B=TBC IS THE TBC ELEVATION PERPENDICULAR TO THE POINT f OOO LI I I I I UTIe TIE � I DESCRIBED IS NOTE 1 ABOVE. = l�J� / \ �� / `� l Ik 1 )l l l \\ 1 \\ 1 m , B=FL-VG 65J � �•�'' � �- "� - �' 14 ✓/ // GRAPHIC SCALE I` \ PROJECT BOUNDARY GRAPHIC SCALE 50 C 25 50 a REMO E�@O LF OF STALL ND 50 0 25 50 I\I 0 LFCtiJRB&INSTALL 6' / - , I 1 VVV(((ALLEV UTTER,INTEGRAL �' I �/ // ( IN FEET) \ III y�ITHn4T GRADE 6'CONCRETE (]N FEET) C 09S ALK 1 i ch= 50 fL ��AIL02529-1,SHEET D-2 11"X17":1"=100ft PARK CREEK AVE. ALLEY "A" (60'ROW,31'TBC) (30'UTILITY EASEMENT,22'ROW,22'ASPHALT) PROFILE INVERTED CROWN VERT:1"=5' PROFILE HORIZ:1"=50' VERT:1"=5' PVI STA=2+80.18 11X17 PROFILE 4670 HORIZ:1"=50' PVI ELEV=465977 VERT:1"=10' . 11 X17 PROFILE HORIZ:1"=100' VERT:1"=10' A.D.=0.88 o HORIZ:1"=100' K=50.00 43.92'VC 4665 Q W F J 4670 �W ww >> a as vDJ IT n II m 'n v 4660 XISTIN GROU qD Q > y v N iyj 4665 11 11 -VOL—,__ _ N W_ > > w w --- _ a > W ro _ a w _ FINIS EDGR DE AT 1.50°h 4655 ~ _ 4660 CENT RLINE 3 F NISHED GRADE T .62% r ENTERL NE \ -2.2 ——— — Q /_ ~ XISTIN 3 GROU qD 2 T CEN ERLINE 4650 v R MAI O 4655 v 3 Z ^�W W R M IN Z I O w3 4645 4650 M IT c U Q d H II H N 4640 N m 4645 H n a Y cooR ��o G W W W W F F m Nt0 Nt0 ON NNV rnOy UNV7 lv" O� WNNV-O �NN 2O 1,NN OO NN M O N W- O N N O1f1 NNf ON YJ fN VV T ON NYJ�N1f1 NIS OO1f1 ON NN NI��N1f1 ON NO1f1 tN0 0H1f1 0N^1f1 tNp�Ot0 Oip.N>t0 ip N NNt0 ONt0 Ot0 t0 t0Y)OTt0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VERIFY SCALE REVISIONS NT DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHICO.BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED, NEIINEBNCHO 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER MEASURES ONE INCH ON ORIGINAL ORAwINc. Engineeang "p CHRISTOPHER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 IT Ave. A M.WASIA Desi n Bozeman,MT 59715 T 10959 PE DATE:05/2015 DRAWING NUMBER g MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319 d`ss�Fo18TER� , BV.A.REVIEW ALLEY"A"&STREET"A"PLAN&PROFILE R_1 H:\1097\001\ACAD\SHEETS\RECORD DRAWINGS\R-1-AB.dwg Plotted by christopherwasia on 1/18/201610:44 AM She(Beginning o aNew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 ANAL DATE: v 'I GRAPHIC SCALE 0 25 �- —r=—= -- I ------ _ ----- LACKI - IVEIN II 11 j BOUNDARY/ EXISTING GRAVEL TURNAROUND IN PE)PEDESTRIAN II4 I m\li TO BE TOPSOILED B SEEDED a GR 1� J 50 0 CONNECT TO EXISTING � II II — -- \I D€TAILSHEET D-2 / / �I I i €WAEK-CCU I ,CON ITS FORD w I �__.,' II '/ \ R\ / JI _�In `\\`i� i I I I Ij *I\ NST ( IN FEET) \ ''`` 1 1 _ y�� 1 IIVSTA (5) 8"A-2 00� M\ _ _ �� I i ' � _ �` � I 1 I - +sw- f ^\ ) i - --- -� LL 6'VALLEY GUTTER, 1 i h= 50 ft. END OF EXISTING ROAD /� EXIST' f�E \ UTI IITIE IRRIG.,L=0 z I '%% - ' \ �� 11"X17":1"=100 ft ( J AP R A P m ` / -- \_'/ r.l; `NSTAL TYP`E1 P I�N> O O- ocATloc Ta 59 Ev WITH GRADE SAWCUT PRIOR TO PAVING / / INSTALL -8"y c - INSTAL CON IChiF / I C 1 INTE RAL WIT — —— — �' A-2000 LI HT I L=1 8.50' A C 4 STALL 4 "A-2000 a=P.e a660.2 —— ' A1P, ER DETAIL' 1'D^�1 CONDUITS OR DRY I II 6"CO CRETE CROSSWALK __——————————— ——— - TBC=60.77' ONDUIT,I� 5' / -1 DE AIL 02929 II (� - _ ti ES - e=ac qss 65 f PER ETAIL 02 2-1,SHEET D-2 --------------------------------- - I r r u k _ - o+oo—go .DRIVE I+oa----- r — � I III I I �x � I —>— — _ 9 I z+oo 8.e3 � /SEE SHEETR-3 / I� / 6 III ss / I _ ° 1�------.� II I _I _ II _ _ _ _ INST LL TYPE2P STRIAN ,{ELEVATIN DEI�A / - -I - - \ ql °fi L�` -I °I _ AM ,PER DETAIL ET "� \ , 'TiI / I -- 8 NDUITF S H'EET R-3 ° / \ F -- _ __ �� 1 IRRG ION ��1/ — - PR TCT-B UNOARV - TBC=60.77' 2.0'I \ LS \ .a--- TLI - _ __ _ _/ - r /� I -I I I- --- _ IN!TALLS'WIDE I� i I \ \ \I \ kN'ST LIyt1'RE ED€SrfRl --- _ --- - 'INSTAL S'WIOE REMOVE 7'OF EXI < II �4"SN�EWAL,K-I / SW=59.49 I I \ \ m a \ \\ �� L__- //" ,'RAM 'RER-DET LSHEEYD 2.' ��"SIDE K SIDE ALK&INSli \\ \ I �`\\�L o I \ _ _i' ' r S WALK ' j II I I / / 4. SPHs59.83 //� / I .\ r \ r 'INSTALLS' r° \\ � I CONC ETE CRO / IN S'W _ ? / P,ECIESTRI(N RAMP I / �IDEWA f�I S�(LLL 6 STAL✓,PARKIN,IG LOT \ j��\\ �A L V 'L@ GUTTER, W-000 LIGHT I INSTALL,"X 9'� *c INf RAL Wf 4 1+RADE' ,C DUIT,L- ' R TE AT-G E THI NEDYDGE PER I - \' - - _ L - 6"CO.GItETE CR SSWAL1y ' I /`I ��AIL,SHEET d-3 - BOSS ,PER �� - -- / I"� \ PER. ETAIL 0452-1,SHEET � SEE Si ETR-1F RCU� \\ _ \ I I / I �\ i I mN ELI`V TIONSAT I TERSECTI N\ O ,I ,ti / �I — — ��4,� H I I EXISTING FENCE IN FEET \ - _ 11"Xi 7":1"=TP60R I \ I I I I / NOTES: 1. B=FL-VG IS THE FLAG ELEVATION AT INTERSECTION OF THE CENTERLINE OF VALLEY GUTTER AND THE FLAG OF THE CURBLINE. THE CENTERLINE OF VALLEY GUTTER IS TO BE 3'OFF THE EDGE OF ASPHALT. 2. B=TBC IS THE TBC ELEVATION PERPENDICULAR TO THE POINT DESCRIBED IS NOTE 1 ABOVE. HIGH POINT ELEV=4661.39 HIGH POINT STA=2+58.12 PVI STA=2+56.41 PROFILE LORI LANE PVI ELEV=4661.50 PROFILE VERT:1"=5' „ " A.D.=-1.46 VERT:1"=5' HORIZ:1"=50' ALLEY B Q-�TR�EE"T�'S" p K=40.00 x HORIZ:1"=50'11X17 PROFILE BLACKBIRD DRIVE (30'UTILITY EASEMENT,22'ROW,22'ASPHALT) 42'ROW,27'TBC Y 11X17 PROFILE VERT:1"=10' ( ) 58.37'VC O VERT:1"=10' HORIz:1"=100' INVERTED CROWN g (60'ROW,33'TBC) ro HORIZ:1"=100' PROFILE 4670 m 4670 3 VERT:1"=5'c H m Z HORIZ:1"=50' c �n l IX17 PROFILE °O 1j VERT:1"=10' U U + v v HORIZ:1"=100' ¢w w ¢� U U II II U H J J II 4665 N N 4665 ~ I aILL m m ILL ¢ w ++ n s 0- � rn W of 0 n � � N a FI ISHED RADE T a H I j NTERLI F " > 4660 > = 0^ Z 0.7700/ — — ———— — -.69% _ v~ ILL i W a —— 4660 a a FINISHED GRADE AT \ice INISHE GRAD AT 0.60° _ ENTE INE EXIST NG GR UND 4660 1.0 AT CE TERLI E U"4655 ¢ EXI TING O `\\UND 4655 m Z Q ` XISTIN GROUND W AT ENTE INE V H n m M¢ 8-WATE MAIN' AIN <r1 L6 C7 STA2+1.91,EN H4655 t F_ SPHAL,CURB 4650 _ O 4650 o a~i Z F SQ X IDEWAL ' EV ERM I rnw 4650 m 4645 4645 O U ~ QLL� bo N JJ ~ J @O J J 00 fY BJ D_ N r N (h h N M r M M F r N 0 N of Oi Oi Oi Oi Oi O O w.O O h N h h N N N -,6N 6 N g G Oj G 6 G °'? NO aD ip N 0 O N N y N T. y N y N y N 10 10 10 10 \ lY IO,O IOb IOb � O R V V R R V R R R V V V V Vy vy vy vy vy vy vy vy vy vy �� vy vy �w 10 10- w 10 10- - 10 10- � �� w �� 10U �� 0+00 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+91 VERIFY SCALE REVISIONS NT DRAWN BY:JRM YYY PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHICOINE BELOW .BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED,ONE 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. Engineering "p CHRISTOPHER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 T Ave. A M.959 PE Desin Bozeman, )5 1-331 T 10959 PE DATE:05/2015 DRAWING NUMBER ELE g Phone:(406)581-3319 MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning d`ss�Fo18TER� , B D.A.REVIEW ROAD -ALLEY"B",STREET"B"&BLACKBIRD DRIVE R_2 H:\1097\001\ACAD\SHEETS\RECORD DRAWINGS\R-2-AB.dwg Plotted bychristopherwasia on 1/18/201610:50AM The Be innin D aNew Stamfar6o commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAt- DATE: \\ \ NN \\ \\\ RAMP E TO ASPHALTLT ELEVATION \\ \ A GE ASPH=59. P EDGE H=F =58. NN BSW=54.44(MATCH EXISTING) \ \ �" TBC=MATCH EXISTING 9�\ STA 1+00 CL=58. \ \\ EDGE ASPH 59.05 GRAPHIC SCALE 70.0 FSW= .45 10 0 5 10 W=59.23 BSW=54.75 \ \ _^` DGE ASPHA CL=54.39/ (IN FEET) � TRANSI GE AS H=59.24 1 inch= 10 ft. BSW=54.89 \ \ 11'X17":1"=20 ft (,\ ALT N �� \ \ \ CL=59.29G� BSW=59.55 TRANSIT ASPH=FSW-9.31 CL=BSW=54.7 CL= ED \ o RAMPSIDE LKTO EDGE ASPHALT=55.34 3.0° \ �Q FS - =59.21 ASPH E TION FSW=55.74 NN / Q \ \ \ LAG=58.60 ^\ ^ TBC=MATCH EXISTING �L� \\ `O 1 W=59.3 u \\ \\ SS S EDGE ASPH=59 1 SIDEW STA 4+ CL ASPHALT=5 RAM TO TCH SPHALT \\ \ \ AT GRADE EDGE HALT= SIDEWALK W=55.03 FS 5.74 \ \ �V� \ VAN ACCESSIBLE H.C. BSW=(MATCH EXISTING) \ PARKING STALL W/SIGN \ BSW=60.11 \\ W3 10 GRAPHIC SCALE to INTERSECTION OF ALLEY "A" & BLACKBIRD INTERSECTION OF ALLEY 'T ' ( IN FEET> PARK CREEK AVE. inch= 10 ft. 1 r'X17":1"=20 ft N �SS H=55.87 N FSW=56.27 FSW=A PH .96 FS H=56.08 co m I C W o C J AT GRy4DE BSW=56.37 Q '� CRO ALK W= PEDESTRIAN RAMP GRAPHIC SCALE //�� SM 10 P 5 10 FS W= PH=56.21 FSW=ASPH=56.33 c/n� ( IN FEET) ^ SW=56.26 VJ 1 inch- 10 ft . . CIO c-3 W-A P - ASPH=60.01 ASPH=60.76 11'X17":1"=20ft 1A1� FS W PH= 42 SM BSW=ASP =61.12 BSW=ASPH=60.87 TCH ASPHALT (� y i 5 NN +p' FSW=53.12 VV ASPMF5G.72 P PED STRIAN RAMP GGGGG m i1'3 0.89 FLAG=F15PH=60.64 FLAG=ASPH= 8 8 W .Y my�j .69 �+ LORI LANE 8 SJ 8 S GRAPHIC SCALE 10 0 5 10 A (IN FEET) INTERSECTION OF ALLEY "A" & ALLEY "B" 1 inch= 10 ft. INTERSECTION OF ALLEY "B" & STREET B= LORI LANE 11"X17":1"=20 ft VERIFY SCALE REVISIONS N',- DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CATTAIL PROPERTIES 1097,001 REDUCED,LINE BELOW 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER MEASURES ONE INCH ON ORIGINAL DRAWING. S Engineeang p CHR.WASI ER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 IT Ave. A M.WASIA D. n Bozeman,MT 59715 T 10959 PE DATE:05/2015 DRAWING NUMBER g Phone:(406)581-3319 Q,A.REVIEW MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning �d+s�Fo,eTEwE BY: ROAD -INTERSECTION DETAILS R_3 H'11097\001\AC`A SHEETS\RECORD DRAWINGS\R-3-AB.dwg Plotted by Christopher wasia on 1/18/201610:57 AM The Beinnin o a-Vew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAI. DATE: Frame and c er to be either D&L A-1172 ring with A-1178 cover, EJIW 3771/3772 e Seri s,or ppId equal. L. Covers shall have lwol"pick holes. GREEN STEEL POST AT END OF SERVICE O \ G� Adjustable rugs NOTE All jams between manhole sect ons manhole dog& NOTE WHERE TRENCH PASSES MRWGH MSTING PAVEMENT ,\ 2' m n 12,max top section and around sewer p pe into manhole shall be THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL OJ / watert ght Jo ntng muter al shall be Ram Nek"or equal rPROPERT� E OR ONE A MINIMUM OF 12•(30cm)FROM THE EDGE OF THE TRENCH - B f r all joint,except between sewer pip,a,d manhole wall. SEMENT OPENING. WHERE NEAT UNE IS LESS MAN 3'(O.Bm)FROM EDGE E OF EXE NG PAVEMENT OR CURB AND WTIER SECTOR. 2 0� 5 1/2'BOULEVARD REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN ? is 5 (TYP.) 4' TRENCH AND EDGE OF PAVEMENT. • - 4'-0" 5 STREET SURFACE 90 1 O1 \ Precast re nforce'concrete manhole rser 5'SIDEWALK GROUND SURFACE / and eccentrc cone top manufactured'n (T'F.) EIOSTNC STREET SURFACE Mohole steps t accordance wth ASTM desgnat on C 4]8. VERTCAL TRENCH WALLS WITH / 16 centers ZSHOR IG TO CONFORM TO O.S.H.A 1 COMPACTED BACKFILL 2.5 REWUTONS• TYP.) --z(3o am)MIN. 104.7°I Grout Nett to Pap" n (SEE SPECS.) GRADE OR ON NoIL g"\\A \ 0\C\ of Pgreaterd 1—1/8'. (TYP�) (TYPICAL EXCEPT IN SPECIAL SURFACE CIRCUMSTANCES WHERE CITY HAS Pre cast ohonne APPROVED ALTERNATE LOCATIONS) �//� f ow"ne r, 75.3a. INSTAU_ Var able S , WARNING ETECIABLE TAPE18•(43an) BLOPING,BENCHING OR 89.901 Z a'`, 4 0" GUPPdtT SYSTEMS IN MIS \ Z (min A 2"%2" BACKSLOPE AS SPEdFlED MA%.DEPTH AREA TO CONFORM TO Shef aoPe H P f o, WOOD TO CONFORM TO O.S.H.A (OPTIONAL) O.S.H.A REGULATIONS- J/. E$ award panne See SERVICE LINE.SLOPE= 1/4" MARKER REGULATORS• SSMH #1 SSMH #� channel odeta 1. Flex ble gasketed to ni(typical 45' ELBOW PER FOOT MIN., 1/2"PER FOOT - for precast bases see detail) MAX A SEWER MAIN Cha tl a.0f p pe TONE'A•.•B•,OR•C B•(15vn) TRENCH BAd(FlLL A Precast or poured n place base. / 4 born- 1 0"•c-c Poured n place base,mnm IN LINE WYE HITTING FOR PLUG _ O poet,th ckness below pip, s NEW INSTALLATIONS. ./ TYPE BEDDNG OJ'\ *� / MATERIAL PLACED 5'-4"dia. t inches.Precast base,mGO— SADDLE FITTINGS ALLOWED % 6 (min.) thickness is 6 inches.All basesm FOR EXISTING INSTALLATIONS •.. IN COMPACTED S ERSSPE& reinforcetl as shown. TYPE PIPE BEDDING �///� COMPACTED AS SPEdFlED ONLY UPON APPROVAL OF PLACED IN V(15a)MAX //� IN SECTION 02221. j CITY RT BOZEMAN SEWER LAYERS AND COPPACTED 4"(10a0) DEPARTMENT. THOROUGHLY. Ratli^Is cf SIODe of It•Der 11fBg1 NpT1.A0.if OF P2E PATS Y(amRl Ch to full SERVICE INVERT NO MW.1RENCH W1D 3.5'(t.1m) d Pth LOWER THAN SPRING TONE 2 PIPE BEDDING °* 1 80.001 e NOTE Storm drain manholes shall WHERE REWIRED FOR not have formed channels and the LINE OF SEWER MAIN SOFT OR UNSTABLE of lowest ppe i_orl shall be 9 higher FOR WE FITTINGS. $ - D Pe thon bottom of manhole. FOUNDATION NOTE SEE CONTRACT SPECIAL PRD\1SK:NS FOR ANY - 120.6' 0ONS TO STANDARD 1RETICH MATERIALS A4 ANOXoR/di OTHER TRENON DEMON FEATURES SECTION A-A •SEE o.S.H.A ONsmucnaN STANDARDS Z FOR ExcAVAnas CITY OF BOZEMAN SCALE: SANITARY SEWER AND CITY OF BOZEMAN SCALE: SANITARY SEWER ScuE N0. 02720-3 N0. 02730-2 sTAHOARo DRAMNc _ STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 NONE TYPICAL UTILITY TRENCH DETAILS No.o22z1-1 m Rev. Mar 2006 STEEL POST MARKER c] ,I PROPERTY PAINTED BLUES SSMH #3 SSMH #4 LINE OR ff/ A EASEMENT EINE AS • 8'-0"MAX. 5 1/2'BOULEVARD A ! 3'-0"MIN. (TYP.) • A • B TO BACK OF CURB '. ITT ALL PLUMB WITH I f•UMPER NOZZLE STREET SURFACE 4 • A. !'; 5'SIDEWALK GROUND SURFACE FACING STREET q 7z NEW HYDRANT, (TYP.) v • j,•, C NTURR SUPER B -�CENTURION S 25' O OR WATEROUS PACER \\� - sv 3 ` / REDUC MIN.4'-0"CLEAR ALL 1 CURB BOX 1 Q MIN.'` AROUND(TREES,HEDGES, _ BUSHES,ETC.) LxldsluReED EARTH �11.5' PROVIDE 5'STATIONARY (TYP.) ROD IN ALL CURB BOXES _>\ ADJUSTABLE SCREW 6 1/2 MIN. COVER 90.5°' -°;� - 89.5°' ELEVATIONS AS SHOWN O TYPE VALVE BOX ON PLANS OR 0.2' WITH LID ABOVE TOP OF CURB GRADE SEE DETAIL 6 L BELOW (TYPICAL EXCEPT IN SPECIAL ►%y \` AP NTR-OR CIRCUMSTANCES WHERE CITY HAS — — — F`�.*- GROUND LINE APPROVED ALTERNATE LOCATION) 8"IN 6"IN BY CURB STOP 164.1°' \ \ TEE T (Pugged) BEND ,\� I STANDARD DIMENS/O FOR THRUST BLOCKING WATER MAIN /1 & UNDISTURBED y\\\ BASE MATERIAL) Rill TEES&PLUGS 90° I5°BENO&N1ES 2?1 SEW EARTH� MIN.6.5'COVER NO COUPLINGS C OTHER JOINTS ALLOWED ON SERVICE PIPE FROM $• * a A B A B A B A B CORP.STOP TO CURB STOP FOR 3/4"AND 1"SERVICES. -a STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES "e {' 1'-Y 1'-s• 1'B• r-e• I'-B• d-Iw 1'-Y 0'-E• '' a - DETAIL OF A SELECT MATERIAL BACKFILL AREA B• 2'-0• I%-N' Y'-3* 1'-3' I'-10• 1'-Y I'-G' 0'-IO' , PROPERLY CORPORATION STOP /� INSTALLED /' //'//'' /' /i• /''/i (SEE SPECIFICATIONS) Z C 2'—B' 2'-e' J'-2* J'-0• '-e• 7-1' 1'-G• 1'-B• \�\ \ CORPORAT/ON �jA�%%%/%%�j%��%%%j%%�j%��%i III -0• Y-Jr-,• 4'-B• I-B• J=O• J'-7' 2'-Y 2=IJ• *THRUS�E \/ ° _ TO MAIN LINE TAP MAIN AT //��/ ///� � � �� j�� 1"OIA.MINBLOCK . 14• B'-B" -f0• B'-B• 1'-11• 1'-i• J'-B• Y-B' 2'-0• \�i\�^ SPR/NGLINE ��j�� )��/j j//j�/��j//j�//////�//�j///SERVICE PIP- ii 2 i ii iii ri ri ii i i/ii i SSMH 5 SSMH 6 METR/ DIMENSIONS FOR THRU BLOCKING # # f �/- 1 3 / / / / // / / // R,�G PLUM .� & �, � �� _ '_�„ , MANHOLE ANGLE DETAILS 9IE5 A B A B A B A B s JOINT AS REQUIRED FOR /\/\\\ 6"MIN. T PIPE SPECIFIED ta_ a5m nee asR as. as. aim a5m aaR t51m as. aaR aarl aft O.S. aft a5m aim ��'� \"C\�\�\\ -(\ \ \fi\ \ \\�>, \ � '\%�\��\\%��i\\\��\\\fit \\�, \i� a&R aeD I.01" aPm 0.7. aft aft �AL ND,EB: , 2 1 Om 1 an 1.2"' 12m 0.DRI 0.Bm 0. Qem WATER SERVI LINES SHALL HAVE A MINIMUM 6 I/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE,EXCEPT THAT COVER SHALL BE NEW 6"AUXILIARY GATE VALVE MEASURED FROM CENTER LINE STREET GRADE_SERVICE UNES ARE[ND TO A STREET SIDE WHICH HAS M UPHILL SLOPE, WATER SERVICE LINES t 2m 12m I&n 1 4. I trll I.E. a&. aTr1 SHALL HAVE A w 1MUM 7 I/2 FOOT COVER AT CURB STOP. Jean 1 Bm 1 bn 2.an 15m I Irrl 1 al1 T OIII 0.7m MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT URUNGS oR As 111CFED -MEGA 3.OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK R )�fY•, `�\1 I. TABLES ARE BASED ON 150 P9(1030 p)MAIN PRESSURE 2.RRAP ALL RTIINW WM POLYEMYLENE. a. INSTAiL cu6a stop so THAT oPERAnrvO KEr Is PARALLEL To STREET w oFF-RaslnoN. 2 PSF(IPBDO kp/rrr)SOIL BEARING PRESSURE Rensm Iz 7 s MONTANA PUBLIC STANDARD DRAWING WORKS SCALE: THRUST BLOCKING STMEMRDDRAMHG CITY OF BOZEMAN SCALE: NO. 02660-4 CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 ^ STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO.02660-1 NONE FIRE HYDRANT FEB 2008 STANDARD DRAWING NONE DEC 2003 VERIFYREVISIONS DRAWN BY:JRM PROJECT NUMBER THESE PRINTS ASMAY BE NO. DESCRIPTION DATE BY T"�'9 CATTAIL PROPERTIES 1097.001 REDUCED,LINE BELOW CHICO.BY:CMW MEASURES ONE INCH ON 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DruwlNc. Erlgineenng •p CHR.WASI ER APPR.BY: BOZEMAN MT Consulting 204 N.11 T Ave. A M.959 PE Desin Bozeman, )5 1-331 T 10959 PE DATE:05/2015 DRAWING NUMBER g Phone:(406)561-3319 � C.A.REVIEW MODIFYSCALE ACCORDINGLY Planning Fs RFosEER°''` BY: SEWER&WATER DETAILS p_1 H:\1 T"O.1"AD\SHEETS\RECORD DRAWINGS\DETAILS-AB.dwg Plotted by Christopherwasia on 1/18/201610:58 AM _ 76E�¢NGINEER�ING� INC COPYRIGHT®GENESIS ENGINEERING,ING201fi NAI DATE: 5.00' •1.5" 5.a"(o.a5') %IN TABLE 1:12 EXPANSION 24" WLATE RAMP,I m 1.00 JOINT 9 0.50, r 2" J CURB TO CURB - WIDTH-VARIES "Depth will vary proportionately y TOPSOIL, 3"R JF I FACE of CURB 15'R(ttP) :12 1'12 3"GRAVEL with width of cross drain L(ryP.) 4"R 5" ACE OF GUTTER S' RAMP 5.00, y/4-To pER v sLa' EXPANSION JOIM /\\ CONTROL JOINT A BACK OF CURB 12" a ° ,a a 6 7.5" -_ _FLOWLINE 1.0'CURB TRANSITION Qa° ,O O O O WITHFILL ASBONE RETURN A 6" EXPANSION O O O O O O O O O O O O O O O O 3' CRUSHED GRAVEL O O O O O O O O O O O O O IF EXISTING CURB O CO) O O O O 00000 O 00000 O O O O 00000 ' DOWEL WITH 5 t4 X 36" JOIMS WILL BE REQUIRED RETURN,GRIND GU77ER CONCRETE BASE-3"MIN. O O O O C) C) O O O O O O O SMOOTH REBAR EVENLY APPROX.EVERY 10 FEET CROSSWALK TO BE CROSS O O O O O O 0,0010 O O O o 0 0 12• sPAceD ON Y CENTERS TO FORAICHANNEL WHEW-rTHIS INTEGRAL WITH 6"CONCRETE REINFORCED DRAIN WITH 3 1/2"OF COVER. IS THE HIGH SIDE CONTROL JOINT-SEAL WITH BITUMINOUS JOINT SEALER SUB-BASE COURSE WITH EX IONcI ON of ES PLAN VIEW VALLEY GUTTER 5.00' 1.50' WITH 1.5 LBS FIBERMESH/C.Y. E AS REQUIRED .PER,,Cape r eff 1W a 8'TST EXPANSION JOINT PEDESTRIAN RAMP (TYPE 1) & CROSSWALK 6 COMPACTED SUB GRADE I-10.41'�I I 8" 5.. ,t5. ROLL CURB 10" 3/4' r.LTE MOF ENSIT D EXPANSION TUBES 3/4"PAST END }/¢"PER,'SCORE q-pER 1'SLOPE VARIABLE 1.O'CURB OF STEEL D El (IF DOWELS ARE TO USED) FOR EXPANSION 95 B5 1 1 SLOPE 6'-0'MIN. STREET suRFACE TRANSITION EXPANSION JOINT 3 1/2' FILLET TO SE PLACED ET A COMPACTED GRAVEL BASE OR STREET BASE,WHICHEVER IS GREATER. DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB EXPANSION JOINT ATNOTES: p� ECTABLE J pC (ryp)1. Subgrade r bas compoction shall conform to section 02230 (M.P.W. Specs. 1996 ed.) REINFORCE WITH$4 W ING PLATE 15'R(TYR) BARS ON 2'X 2'GRID '50,2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" SECTION A-Aa d m mum width of 1/8".3. l/2"expansion joint material shall be placed at all P.C.s PTs, curb returns and atnotm re WELS(OPTIONAL) khan 300' intervals. The expansion material shall extend LhrOugh the full depth of the CUrb O NOTES:THE WIDTH WITH PROPORTIONAL and gutter. INVERT MAY VARY TO SATISFY THE DESIGN 4. NO Curb and gutter shall be laced without a final form REQUIREMENTS OF INDIVIDUAL APPLICATIONS. gU p inspection by She City Engineer Or his representative FINISHED STREET SURFACE TO BE 1/8"TO 5.00' 1.00' .l ABOVE EDGES OF DOUBLE GUTTER. A 5. Concrete shal be Class M-4000. 6. Crushed gravel base shall meet the requirements of o Section 02235 (MPW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock 6"CONCRETE REINFORCED may be used for the gravel base. WITH 1.5 LBS FIBERMESH/C.Y. CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO 02529-1 CITY OF BOZEMAN SCALE: STANDARD FILLET N0. 02529-2 STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 Mar. 2006 PEDESTRIAN RAMP (TYPE 2) STANDARD DRAWING NONE AUG. 1994 a� I R = 15 5S TYR NOTE:IF SIDEWALK EXTENDS TO CURB, O NBACK OF INSTALL APPROACH AS PER STANDARD z 2 o CURR -a- R PROPERTY LINE 1. DRAWING 02529-5.WITH 15'CURB a iO' O TRANSITION SECTIONS. PT / x N J Z B TOP. r a DOWEL wM 2¢"N05 O'NT' N 1 ) -qro BnCK VERTICAL CURB OR E qpg ��ypypypyyyy DOWEL 3 a a M5 Or CUkB 3 6 / LO'R °C INTEGRAL CURB& Z g A •��2R MR. •• EXPANSION JOINTS U / \ A LIE 5 'SIDE AT ate20 PX 'uK OT•) e 1 INSTALL EXPANSION JOINT IF DRIVEWAY IS P.C.C.PAVEMENT < \ �' '• J� N \ +\• „rr•' 35'MAX.COMMERCIAL SCALE: 1" 4 REBAR ON 2'X2'GRID (((((( �iR 8•°£ b, =5' 40'MA%.INDUSTRIAL / 6CTHICK EL 5 t/2'BLW.(TTP) A A �\ / Go / \ CONTRACTION JOINTS(TYR.)-SPACE AT 5'INTERVALS \ ro CONCRETE SURFACE IN SIDEWALK,10'INTERVALS IN APRON l PIN TOS UR ACCONSRU_G NGITWR��E�� _\Jpol"„µr slax Flow line N Oe No E�inERGc,FErx[ECIA'bt7Eci aii w rviNG TORN ortury Iry \ 'AR'.ek 6^ RE NFORCECONMUST BE BRORN MPN55WFROM ME FLOW LINE. (1YpICAL LOCATION) 3 y nBERMESH`AT A RATE IF t 1/2 2/C.I. TRANSITION TOP \` R H b OR WITH 6s 10 GAUGE WIRE MEEN 12' S•_0•• I-�12" OF CURB TO/// / 3.3 Q INVERT xfy TOP OF CURB MATCH SIDEWALK A / U 2'MIN. TRANSITION To NORMAL SIDMILIN J ] m W C-LINE 4 1/2 MAX EtEVATON, DISTANCE RAFIES. SIDEWALK X v, CURB RETURNS JOINTS AT \X //t/ Q D.DO 1 5'SIDEWALK LOW LINE 5.5" NO LIP 55•• i 1/2"SLOPE '1 11 vARIEs �'NolNc J F SECTION B-B I F¢ NO LIP 3 III 9 5" Mx+ (/ NO SCALE 11/2"LIP , '� + URB&GUTTER •/ CENTER UNE OF ALLEY jy $ (FLOW LINE) r - 6" op :�i pip 6 CONCRETE 3"GR VEL BASE(ttP.) o SIDEWALK DRIVEWAY APRON OPTIONAL BOTTOM OF CONCRETE NDTFS: RAMP SECTION A-A �� DRIVEWAY(A.C.C. 1.APPROACH WILL BE PLACED MONOLnHICALLT - OR P.C.C.PAVEMENT) 5'ttP. 5S'TVP. ,IIII' �I 2.TAPERS SHALL BE 5'IN LENGTH MINIMUM NO SCALE 1/4"PER FOOT SLOPE STREET SURFACE +Ol -•'-, 3.JOINTS MAY VANY DEPENDING UPON WIDTH SECTION C-C SFf.T10N A_A OF APPROACH AND WALK JOINTS IN THE FLOW LINE ARE TO BE AVOIDED,DED BUT F NECESSARY APPROVE JOINT SHALL BE SEALED WITH AN CONSTRUCTION NOTES: NO SCALE , 't APPROVED JOINT SEALER(THIS NOTE ALSO APPLIES 1 TO DRAWING 02529 TA) 1. Slontlartl apples to new construct on.win max.curb R 15 and mn.5.5 boulevartls 2. Ramp antl urb can be poured mono)th"coly WPSHED ROCK 6"THICK 3. Storm Eronsn ets sho be c ust%c led upstream"of romps Alternat ve local ons perm tted only upon Cty Engineer's approval. 3"MIN. M-4000 CONCRETE 4. Ramp wdth,hall be 5 m o s. seewmK Oro a,lope,anmin of a eea 2z SECTION A-A `Y CITY OF BOZEMAN SCALE: CURB WALK ALLEY NO 02529-7B BOULEVARD SIDEWALK N0. 02529-8 STANDARD DRAWING NONE APPROACH DETAIL DEC 2003 CITY OF BOZEMAN SCALE: PERPENDICULAR (WITH FLAIR SECTIONS) AS SHOWN PEDESTRIAN RAMP NON-RESIDENTIAL NOV. 1995 CITY OF BOZEMAN SCALE: DRIVEWAY APPROACH STANDARD DRAWING STANDARD DRAWING NONE \ L� 2003 (15'MAX.RADIUS/5.5'MIN.BOULEVARD) Revised April 2006 FOR ARTERIAL STREETS y VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CATTAIL PROPERTIES 1097.001 REDUCED.LINE BELOW CHK'D.BY:CMW MEASURES ONE INCH ON 1 RECORD DRAWINGS 1/15/16 JRM ' INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. EOgIOBBIIOg •p�CHRISTOPHER d APPR.BY:Cl BOZEMAN MT f4 E S I S Consuaing 204 N.11 th Ave. M.959 PE G! Bozeman,04N. MT 59715 O DATE:05/2015 I Design ,11 10959 PE DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGWEERING, INC Planning Phone:(406)581-3319 �s o �� BO,A,REVIEW ROAD DETAILS D_2 BTER H:\1097\001ACAD\SHEETS\RECORDDRAWINGS\DETAILS-AB.dwg Plotted bychdstopherwasia on 1/181201610:58AM `The Ltleginning o aiYew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �IVA1w DATE: CITY OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS SECTION 1 - BLACKBIRD DR. Typical Section 1. Standard sidewalk location shall be one foot from property lines and within the public (33'Back t"Back) right-of-way. Deviations from the standard location shall be within accordance with the City of Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified 30' 80 30' by the City Engineer. Construction of sidewalks,drive approaches,and curb and gutter shall be 5' 9.5 7.5' 6.5' 6.5' 7.6 13.5 5' in accordance with Montana Public Works Standard Specifications and as specified herein. sidewalk Terrace 2' 2' g' Terrace sidaw a Ik z 2. All concrete sidewalks constructed across vehicular traffic lanes shall be a minimum of FINAL ADDRESSING TO BE COMPLETED AT THE TIME OF FINAL PLAT six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in 5' TYP ,. z%— 3 3% —2% thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. 9 SLOPE 2 INTEGRAL cuR6 4.5"ABOVE ASPHALT AND GUTTER 3. All base course for driveway approaches and sidewalks shall be I W'minus washed rock PLANT MIX ASPHALT SURFACING 4"THICK SIDEWALK OP ASPHALT 7%7"x1"STL. PLATE CAP Y MIN DEPTH @ 93%MD ON 4"OF CRUSHED The base course shall be a minimum ofthree(3)inches thick under sidewalks and driveway COMPACTED SUB-GRADE GRAVEL YMIN BELOW ASPHALT 2"x Y"STEEL STRAPS WELDED SUB-BASE COURSE aprons and six(6)inches thick under curb and gutter sections. 2-0 TO POST. MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE COURSE 3" MIN GRAVEL BASE @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MOD 4. The grade of the sidewalk is to be established by a uniform slope of one-quarter(N)inch a"THICK M-4000 CONCRETE ®2681-2697 ® GEOTEXTILE FABRIC OR per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall BLACKBIRD DR. APPROVED EQUAL continue through the sidewalk section and to the curb to ensure drainage to the street 2x2xY4"STL. TUBE W/ 5' CONCRETE SIDEWALK 2)4"x 2 Y2"x y"PLATE CAP 5. The maximum driveway throat widths are as follows: residential access-24feet; (W/ THICKENED EDGE) o SECTION 2 -STREET"A"/PARK CREEK AVE commercial access-35 feet;industrial access-40 feet. For shared approaches for 6x6xYa"srL. COLUMN condominium,townhouse,or duplex units,the maximum driveway throat width is 40 feet. Any Typical Section existing full-height curb and gutter section shall be removed and replaced as one complete GRADE (31'Back to Back) section with the construction of a new driveway approach. Approve d contractors may be f permitted to sawcut existing full-height curb to provide drop-curbs for approaches. A-Core Inc. 12"0 SONo-TUBE FILL 30' is an approved concrete cutting contractor. W/CONC. r <s e.5' 55 5.5' 8.5' �.cJ-1 TRzce 2 Teaace Sidewalk 6. Concrete(air-entrained)shall have a minimum compressive strength of 4000 psi on a 28- Q° a 1 �7]01 3 day test,using 6 sacks of cement per cubic yard of concrete with a maximum water content of 6 5' Typ 3 gallons per sack of cement. VARIES 2% 3i —2% - 27 SLOPE —y INTEGRAL CURB 7. Construction joints,one(I)inch in depth shall be placed every five(5)feet,and AND GUTTER ; leme a, e,<�,ta, NOTE: 77.S.EWALK expansion joints shall be placed every twenty-five(25)feet in sidewalks. Expansionjoint PROPERTY POWDER COAT ALL STEEL PLANT MIX ASPHALT SURFACING material shall be one-half inch(hick re-Formed bituminous treated fiberboard filler. LINE 3"MIN DEPTH 93%MD ON 4"OF CRUSHED p FRAMING TO MATCH LIGHT COMPACTED SUB-GRADE @ GRAVEL(6"THICK Construction joints for curb and utter shall be laced at ten 10 foot intervals and shall have a 34 " MIN GRAVEL BASE POLES. SUB-BASE COURSE � g P ( ) 4"THICK SIDEWALK MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE COURSE THRU DRIVES,4" minimum depth of 3/4"and minimum width of 1/8". Ilalf-inch expansion joint material shall be ON 4"OF CRUSHED @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MDD ELSEWHERE) placed at all points of curvature and tangency,curb returns,and where new concrete abuts a"THICK M-4000 CONCRETE GRAVEL GEOTEXTILE FABRIC OR existing concrete. The expansion material shall extend through the full depth of the curb and APPROVED EQUAL gutter. 5' CONCRETE MONUMENT SIGN SIDEWALK DETAIL 8. A representative from the City Engineer's Office must inspect all forms and base course before concrete is poured In the public right-of-way. Phone 582-2280 to schedule inspections a minimum of 4 hours to pouring. FLAT BLADE 18"DIAMOND BLACK PANEL WITH 9 RED STREET NAME REGULATORY SIGN BLANK AS PER REFLECTORS,3"MIN.SIZE-NUMBER OF SIGN BLANKS MUTCD STANDARDS,SIZE AS t�24PANELS AS REQUIRED BY THE DIRECTOR OF MOUNTED BACK TO SEE SECTION SPECIFIED ON PLANS PUBLIC SERVICE BACK ON POST SIGN 2.2 FOR SECTION 3-STREET"B"/LORI LANE SIGN SIZES E ROADWAY Typical Section • • • (27'Back to Back) 2'MIN.— 24" 4 'I 9.5• MIN • • • • 0. 5' 3.5' 73.5' .5' Sldewelk a'0 � 2 �2'JJSidB' Ik • Ten-dce 3 10' 2"PREFORATEO �a gSOUARE DUDE Posr CROSSWALK reLSRAR OR —2% PPROVED EpuAL) 7'MIN. 2"PERFORATED SQUARE PLANT MIX ASPHALT SURFACING ON 4"OF CIRUSHED TUBE PosT(TELSPAR oR T MIN DEPTH @ 93%MD GRAVEL APPROVED EQUAL) COMPACTED SUB-GRADE SUB-BASE COURSE 48' MIN. 6"THICK SIDEWALK MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE COURSE ON 4"OF CRUSHED @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MDD ATTACH SIGNS TO POST WITH 3/a" DRIVE RIVETS (MIN. 2 PER STREET GRAVEL GEOTEXTILE FABRIC OR SIGN) 9'TYP. MARKER APPROVED EQUAL STREET MARKER SIGN REGULATORY SIGN SIGN 2"PREFORATED SQUARE TUBE c /POST(14 GAUGE) FASTEN POST TO SLEEVE WITH i{c"CORNER BOLT (A325)1 Y,"ABOVE FINISH GRACE. INSERT BOLT SECTION 4- FINISH GRADE ALLEY 2" c HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. •� Typical Section INSERT DRIVE RIVET INTO OPPOSITE SIDE. ROADWAY GRADE yp Y 4' S WIDE�ALLEY) 2 Y."%30"12 GAUGE NON-PREFORATED SIGN POST FOUNDATION AS 2 Ll }" SQUARE TUBE SIGN POST SLEEVE(TELSPAR PER STANDARD DRAWING 0, 11 11 0.5' "QDIK PUNCH"OR APPROVED EQUAL) 09810-1 Au SLEEVES AND SIGN 24" U i �I --3% 0.5'SHOULDER POSTS SHALL BE INSTALLED INSERT SIGN POST 18"INTO SLEEVE I� 60"TYP. 2' MIN CLEARANCE FROM PLUMB. FACE OF CURB TO EDGE _•� OF SIGN PLANT MIX ASPHALT SURFACING M-4000 CONCRETE ANCHOR COMPACTED SUB-GRADE SUB-BASE COURSE : MIN DEPTH @ 93%MD (Y\ I SIGN BLANKS SHALL BE GRADE REFLECTIVE GRADE TING M.0.08 INCH MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE CO� 9�I THICK,WITH ENGINEER GRADE REFLECTIVE SHEETING @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MD SIGN POST FOUNDATION DETAIL APPROVEIDLE EQUALCOR CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810-1 CITY OF BOZEMAN SCALE: DEAD END BARRICADE NO. 09810-2 CITY OF BOZEMAN SCALE: TYPICAL STREET No. 09810-4 �L STANDARD DRAWING NONE STANDARDS AUG. 1994 STANDARD DRAWING NONE DETAIL AUG. 1994 STANDARD DRAWING NONE MARKER SIGN Sept. 2002 Revised 6/2002 Revised 6/2002 LOCATION VERIFY SCALE REVISIONS �• DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED.LINE BELOW ,r` SHEET NUMBER MEASURES ONE INCH ON 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. EDglLla6llog "p�C M.WAPHER d APPR.BY:CMW BOZEMAN MT 14 E S I S Consulting ze N.11 th Ave. M.959 PE G! Bozeman,MT 59715 O DATE:OS/2015 ' I Design ,p 10959 PE DRAWING NUMBER MODIFY SCALE ACCORDINGLY &WISINEERING, INC Planning Phone:(406)581-3319 FS o 8TE BQ,A,REVIEW ROAD&SIGN DETAILS D-3 6 H:\1097\001\ACAD\SHEETS\RECORDDRAWINGS\DETAILS-AB.dwg Plotted bychdstopherwasia on 1/181201610:59AM ThecBe innin o a.New Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2D16 DNA%_ DATE: ,/ f�� EXISTING BASKETBALL COURT 55 -54 516 LOT 9 / s v�5VA I' LOT a x 0 57�� ,e a/ 6 LOT 7 LOT 12 LOT 6 / / 8 ' r j \ < 05 LOT 13 - � p / \♦♦♦ \\ 1 1 0 IOfi'3 LOT 50 5 LET 14 --- r 59OT 2 / - LOT 49 L0T'�1 s -L4T-4& LOT 1� BSW==59.55——_ v � e - LOT 46 -SW=5s6 - --v II LOT 16 60, v 0 7 A �89 SW=59.5 -59.6 BSW=6 60.\ 59. v -- — LLT 17 � 5v v O s- — _ -------- L 36 \ -60.11 /———————— S �+ --- -- n 60 24 v33_ r� ��T 3� �0 ��OT 401 LOT 2 44 VI m d vv j L0 T�19 ri�v p 59 v IIII V A s v A v /ii , �v rr I I I �v � j�IIIWT 34 +9 .01 I II S 'e t1 I� 11 V A ,/ �\ rri o 60.5 81 61 ry V v LOT 3'l� v _ /'� / '� / '// -----e5z v vvv� - 81 5 `v LOT 2� �v 6 / LOT 28 'LOT 27 LOT 26\ LOT 24 LOT/231 LUT 22 OT 21 L \20 \ u /r fivO LOT 63 ' ------' - ' �v v v v 61�. \ I \ \ I \ GRAPHIC SCALE 7 /6 .5 v / (1N FEET) LOT 31 A v ---- -I m — — — v_ —/ — — — —— —— ��— N v v 11"X17•:V=60a v \ \ / PROJECT BOUNDAR 61.50 / I �6.00\ �� 60. — ^\ EXISTING GRAVEL TRAIL \ + \6S EXISTING FENCE \--- �\x x x x x x 6x x \ \\ 1 VERIFY SCALE REVISIONS N',' DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW MEASURES ONENE INCH INCH ON CATTAIL PROPERTIES 1097.001 REDUCED. 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER O ORIGINAL DRAWING. Engineeang p CHR.WASI ER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 th Ave. A M.959 PE Desi n Bozeman, )5 1-331 T 10959 PE DATE:.REVIEW DRAWING NUMBER ELE g Phone:(406)581-3319 Q,A.REVIEW MODIFY SCALE ACCORDINGLY NGINEERING, �NC. Planning �d+s�Fo,eTE" " BY: GRADING AND DRAINAGE PLAN GD-1 H:\1097\001\ACAD\SHEETS\RECORD DRAWINGS\GD-1-AB.dwg Plotted bychristopherwasia on 111 8/201 6 11:06AM She(Beginning D a-Vew Stan6ar6o�ommitmmt COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 �NAt- DATE: \\\✓ �yi' / ii'/ / \\ \\ \\ \ C ^ EXISTING BASKETBALL COURT \ LOT 1 \ (green) ! '/ / LOT 10 LOT 9 P`�y�� LOT 8 I STALL MONUMENT SIGN STOP Cattail (green) \ Cps, / / / O \\ \\ SE DETAIL,SHEET D-3 INSTALL(2)D-3 STREET NAME SIGNS LOT 7 /; ABOVE 30"X30",(R1-1)STOP SIGN //// / l / / LOT 12 SEE DETAIL,SHEET D-3 dkv / / %' %j LOT 6 / V' LOT 5 LOT 13 �v LOT LOT 3 PAINT CURB LOT 50 WITH N� P 1 1 LOT 14 p z=== YELLOW EPDXY INSTALL 7-1 S�C P / ARROW L FT AN / LOT 49 L SEE DETAI SHEET -3 ME i i v LOT 1 LOT 15 I II II II II IIIII II LOT 47 L li NO I ALL R7-1 SIGN WITH D —— —— PARKING \ //k LOT 46 LOT 16 T C3 II I TANY IME SEED TAIL,SHEET - IN / P + LOT 17 to 11 II I N - A O I I I 11 I II l l 0 LOT 18 LOT 35 1 LOT 38 LOT 39 LOT 40 LOT 41 LOT 42 LOT 43 OT 44 LOT 45 m M rt o 11 o m LOT 19 C3 a Ti PAINT CURB WITH I t< \\ YELLOW EPDXY LOT 34 Z — l p+ C + p + + + + p 4+9 .01 \ m II H - � - LORLLANE�- - �- -�- - - LLO P Y I w --T — (green) LOT 33 o \ f1ENfH SIDE I ` A Dr GRAPHIC SCALE R 3 I 1HE STREET 30 0 15 30 o I Lo 1 (blue) LOT 25 I I ( IN FEET) EITHER SIDE - LOT 30 LOT 2 LOT 28 LOT 27 LOT 26 LOT 24 LOT 2 LOT 22 LOT 21 LOT 20 I 1 inch- 30 ft. INSTALL(2)D-3 STRE T NAME SIGNS DT \ WITH NO PARKING SI N BELOW 11"xn r=son THE S)AEB '^ LO ,„ (blue) SEE DE AIL,SHEET D 3 INS ALL(2 L3EME1SIGIN -- Tf N�/� S WITH NOING �G SIGET D-3 —— — — — �� ETA PROJECT BOUNDARY -- 1 INSTALL DEAD END o INSTALL D ND BARRICADE PER DETAIL o EXISTING GRAVEL TRAIL BAR E R DETAIL ' A .�EXISTING FENCE 9810-2;. EET D-3 + v 50x . x x x ;; . x xx x x xxx ,fix— VERIFY SCALE REVISIONS NT DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW H O MEASURES ONE INC H ON CATTAIL PROPERTIES 1097.001 REDUCED,LINE BE 1 RECORD DRAWINGS 1/15/16 JRM INFRASTRUCTURE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAwINc. Engineering CHRISTOPHER APPR.BY:CMW BOZEMAN MT Consulting 204 N.11 th Ave. A M.WASIA Desi n Bozeman,MT 59715 - 10959 PE DATE:05/2015 DRAWING NUMBER MODIFY SCALE ACCORDINGLY g g Phone:(406)581-3319 Plannin tPRFOreTEHL�"' BV.P`.REVIEW SIGN PLAN SIGN-1 H:\1097\Oo1\ACAD\SHEETS\RECORDDRAWINGS\SIGN-AB.dwg Plotted by christopherwasia on 11181201611:12AM The(BeNGINEERnINGC INC COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 SRO NAI. DATE: 44 EXISTING BASKETBALL COURT \\ LOT 11 AV AA \ LOT 6 � /' � � /%/� / /`BLOCK 17 � v5k0° vv (4)-8'A-2000 LOT 10 / \ \ PVC CONDUITS \ \\ \ \ CATTAIL CREEK SUBDIVISION / / %/ %/ j /</ L=35'EA \\\ \ PHASES 2A & 2B / i %// j / a \ \\ PARK E LOT 9 / (1)-8 -2000 Vc\ CATTAIL CREEK SUB / / \\ IRRIGA ION CQ\DUI�T\ LOT 8 X \ \\ \\ / / \ PVC CONDUIT \ LOT LOT 12 12-UTILITYEASE NIT LOT 6 EXI TING UTILITY BOJF / / 9 (1)-8'A-2000 \\ \ \ PVC CONDUI \ LOT s LOT 13 \K h \\ \ \1 \1 1 1 LOT 4 LOT 3 30'UTILITVE EMEN1TOT 50 1 I I1 I\) IIII I I LOT 14 I N+ I I I II III I _ a (1)-8'A-2000PV LOT 2 IRRIGATION CON D IT 1� LOT 49 I IIII III I LOT 1 / s / (4)-8'A-2000 I II I LOT 48 PVC CONDUITS I I EXISTING UTILITY BOXES / 00 LOT 15 (1)-8'A-2000P C / / LOT 47 I I m IRRIGATION CO UI g /eS III APPROXIMATE \ / LOT 46 III O+ LOCATION OF IRRIGATION RUN \ LOT 16 1 O 1 1 1)-8'A-2000 PVC LOT 37 g`+S IRRIGATION CONDUIT LIGHT CONDUITIQ RUN L 12'UTILITY EASEMENT Q III F- O o LOT 17 o 10'UTILITY E SEMENT �o LOT 36 N (1)-8'A-2000 12'UTILITY EASEMENT ++ PVC CONDUIT III 3 CDL=35' 30'UTILITY EASEMENT > WN LOT 18 II II LOT 2 LOT 35 p LOT 38 LOT 39 LOT 40 LOT 41 LOT 42 LOT 43 LOT 44 LOT 45 BLOCK 10 m IM CATTAIL CREEK SUBDIVISION w t PHASES 2A & 2B D LOT 19 y (4)-8'A-2000 PVC CONDUITS L=50'EA LOT 34 - . $ . I+ ew a aw a aw + aw 4+9 .01 E as BSS ss ess LOT 33 + 0 PVC CONDUITS IR IGATIO CO IT L=85'EA O tp CD m I E \ 2'UTILITY EASEMENT I N \ LOT 32 I 00 I 1. UTILITY CONDUITS SHALL HAVE A MINIMUM LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 I OF 30"OF COVER FROM FINISHED GRADE(SEE I NOTE SHEET 1-2) \ /2.IRRIGATION CONDUITS UNDER ROADWAYS / 30 GRAPHIC SCALE 0 15 30 SHALL HAVE A MINIMUM OF 12"OF COVER FROM LOT 31 3 12'UTILITY SEMENT / O� FINISHED GRADE. J \\ / IN FEET) PROJECT BOUNDARY �) O — O EXISTING GRAVEL TRAIL ' CATTAIL CREEK SUB ------- - N �� + EXISTING FENCE � --- VERIFY SCALE REVISIONS N'r DRAWN BY:JRM 1 ` PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CATTAIL PROPERTIES 1097.001 REDUCED,LINE BELOW O MEASURES ONE INC H ON 1 RECORD DRAWINGS 1115116 JRM INFRASTRUCTURE IMPROVEMENTS ORIGINAL DRAWING. E/Igln66ang VCHRISTOPHER APPR.BY:CMW BOZEMAN MT SHEET NUMBER ■4 E S I S Consu/nng 204 N.1 IthMT Ave. ,� M.WASIA 1 Desi n Bozeman,MT 59715 O 10959 PE DATE:06/01/2015 DRAWING NUMBER g .[� MODIFY SCALE ACCORDINGLY Pldnn%ng \•- gyp; Q.A.REVIEW NGINEERING, INC Phone:(406)581-3319 s 'sTE"-� BY: PRIVATE UTILITY PLAN UTIL-1 H:\1097\001\ACAD\SHEETS\RECORD DRAWINGS\UTIL-I-AB.dwg Plotted by christopherwasia on 111 8/201 6 11:18 AM "7hccBe innin o aiVew Standardo Commitment COPYRIGHT 0 GENESIS ENGINEERING,INC.2016 NA1. DATE: