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HomeMy WebLinkAboutThe Bozeman Mill District THE BOZEMAN MILL Dl 'z' TRICT► STREET AND STORM DRAINAGE IMPROVEMENTS BOZEMAN, MONTANA AS-BUILT DRAWINGS SHEET INDEX Cover Sheet: Notes & Details _± Sheet STI: Story Hills COTTONWOOD STREET IMPROVEMENTS ° Sheet ST2: ❑D] I �� BLOCK 106 ALLEY 06 ❑ c t. ❑❑ I°nq PROJECT\ I s� SITESheet SD1: _ t ❑ a riae T s °0 Arco 15" STORM DRAINAGE LINE ❑ O z Z� �� L St. ❑� ❑ ❑a❑❑a Sheet FL1: ❑ ❑���©❑❑ F FIRE, WATER, SIN. SEWER SERVICE LINES ik] Moan ❑ �© c ck ❑ K St ❑❑❑ axocK 51. live StAll 0 a ° TYPICAL CROSS—SECTION € Curtiss st. - a GENERAL NOTES m EAST COTTONWOOD STREET MCAdo ii °� 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. `k THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ns n.s-- 11.5 13. VICINITY MAP PUBLIC ACCESS EASEMENT.FOR 2. CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE r.-t .1 S ASPHALT PAVEMENT PARKING h MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED SIDEWALK MARCH 2O03. AND THE CITY OF BOZEMAN MODIFICATIONS, MARCH 2O04. 2X� ix_ 2% 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS 6",1"-MINUS CRUSHED GRAVEL I I / SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER �-��r AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 9".6-MINUS SELECT SUB-BASE GRAVEL CITY STD, CURB h GUTTER 777SEE STD.D. N. 0252.-1. 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT 3 WIDE CONCRETE PAN POSITION VARIES WITH LOCATION. OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER ALONG REAR OF DlgcnNAJ WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND PARKING SPACE`, MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO THE PRE-CONSTRUCTION MEETING. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL TYPICAL CROSS—SECTION BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION ALLE 1' OF THE CONTRACTOR. 7. PROJECT BENCHMARK: ARROW BOLT FIRE HYDRANT #964, AT NORTHWEST ADDMONAL ALLEY CORNER OF EAST COTTONWOOD STREET AND IDA AVENUE, ELEVATION RIGHT-OF-WAY ALONG-- 4757.27 (CITY OF BOZEMAN DATUM) MILL DISTRICT PROPERTY y 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. 40F160— rSPHALT CRO55 SLOPE VARIES FROM 9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED MENT CROSS TO SLOPE SEE PLAN DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. \ 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN urY STD cuRe&GLITTER EXCAVATED EXISTING GRAVEL AND SOIL. FORALONG MILL DISTRICT REPLACED WITH 9'SELECT SUB-BASE IN CTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. PROPERTY CURB NLY GRAVEL AND 6', 1-MINUS CRUSHED GRAVEL,IN PREPARATION FOR PLACING 3"ASPHALT PAVEMENT AS-BUILT DRAWINGS Rocky Mountain Engineers =�°NT�g1jl RAY H_CENTER j 5653 ES Civil Engineering & Land Surveying ? C West Koch Street, Suite ?, Bozeman, Montana 59715 (406)-586-4859 UNLESS 9,_-.NED,SEALED.AND C'A TEC, DRAWING FILENAME. /1127-Site ow9 10/04/2005 THIS.IG A PREUMINAPi DRAVAN'_tiE T. 7A.-1+23_1Q.TQ STA.0+00 CONTRACTOR CONSTRUCTS CURB LSD AND GUTTER AROUND EXISTING REMOVED AND PLA EXI Nc S7A.�0+00 END REPLACEMENT CUR BEGIN NE CITY UTILITY POLES ON THE NO TH SIDE VPI: 2+82.86 C/L 6' STA DARD CUR AND GUTTER OF EAST COTTONWOOD ST ET- WIDE VALLEY GUTTER REMOVED AND REPLACED ASPHALT WHILE PERC.O.B. STD. DWG. No. ADJUSTED MANHOLE RIM PER VPIE: 4755.64 MAINTAINING MIN. 2-3%CROWN FROM STA. 025 -1 C.O.B. STD. DWG. No. 02213-1 - -- - - 7 -1+23 TO STA. 0+00. -� - ---- ' WL STA 0+30.19 -I CENTERLINE ADJUSTED WATER VALVE STA. 2+33.9 - CENTERLINE STA: 2+78.9 I CURB 4 GUTTER STA. -0+13.52 - DEP ESSED CURB FOR 30 BOX PER C.O.B. STD. DEPRESSED CURB FOR 20' P.C.C.35'RADIuS.. I VPIE: 4755.48 - CENTERLINE DEPRESSED CURB DRI WAY APPROACH, DWG. No. 02213-2(typ.) - - _ DRIVEWAY PROACH. - - To 10'R_ADIDS-- - - FOR 18' DRIVEWAY STA: 2+83.93 P.C. Y _ ♦ 1+20 1• i _ -_�,5 2+00 2+4035 RADIUS �- T L.._, 0t W5 0+80 cA5 +90 -`1+4,j -_ -- ..� - - -. Wv �_ a n •_• 1 • - 6'Wirt IN T ER E w1a C.I.B.YSTD?DWGPNo. I /i _ --a•wcT RIM PER C.O.B S D. SAW CUT AND MATCH RADIUS SCUR1 BEGIN 12.5 �R 0 529-1 I EXISTING ASPHALT AT .RADIUS CURB APPROACH FOR. DWG. No. STA. 2+20 �•`♦` IDA AVENUE DRIVEWAY APPROACH �T��rf _ I�� :_-- •-.• -- -�� END 3' WIDE PAN I I !!-J o1V Wl oo� i°"" T i"Lt_� �.,t. - --- - _ �P: - r �,� -n+9c - WV WY LJ - VPI: 2+84.64 END STA: 2+81.6 C 6' CURB AND GUTTER - - O STA. 0.92.90 - CE RLINE I VPIE: 4755.78 - W DEPRESSED CURB F 2V DRIVEWAY 1r - A U N 08'20'45' E ; N eaKO'45' Y9-5a' I 0 rL U MATCHED ASPHALT OF o Scole: 1"- 20' EXISTING DRIVEWAY ST 2+30 EGIN APPROACH Fl-I 10 20 ao �I STA. 0+ GIN ITY I I �Jt�J TR NS TION ROM STANDARD SPILL CURB AND CONTRACTOR ABANDONED EXISTING STA. 1+72.83 Ef�D 12.5 RADIUS CI Y STD. ROM TO ~ •• " p GUTTER PER C.0.6. STD. DWG. WATER SERVICE TO FREIGHT I CURB TURN F I DRIVEWAY DE RESSED URB 6 No. 02528-1, AND 3' WADE BUILDING ACCORDING TO CITY APPROAC ST k. 2+35 PAN AT REAR OF PARKING. STANDARDS. (COULD NOT LOCATE I 11 a (FLOWLINE OF PAN 0.46' EXISTING SANITARY SEWER SERVICE N I l BELOW STANDARD TOP BACK LINE)� I I ^I,svH,ir Q; ° OF CURB POSITION.) e�^�^"� I fi I I AS-BUILT DRAWINGS MAY 2006 I I I I LOCK 106 I I LOT B 4762 - - -- 4762 o N 50.00 VC ~0 LAI r M r Q< W "'T N c DEPRESSED CURB FORDRIVEWAY APP CACHES m '0 o c o+ w 4760 0 _oN m - o n vl w - _N r: _ \ O -- 4760 N m -0+92.90 CENTERLINE 2' APPROACH' o lii w� +Z,1 -0+13.52 CENTERLINE 1 APPROACH O m m w o m �n rap n U d m�wZ 0+30.19 CENTERLINE 30 APPROACH aw 0 „wD� W oW 3p 2+33. 9 CENTERLINE 20 APPROACH PROPOSED TOP BACK CURB + + OD 4758 9 � " N Na 47580542x -- - - - -0,735% A 0; pcoj -0 400% EIDSTING GROUND PROFILE 4756 �. 0.414%_ -1.022X -0.9907G 4756 � � - -- - � _ STA 1+23,10 TO STA 0+00 -- --- - -- HIGH POINT ELEV = 47 7.78 HIGH POINT STA =STA 0+59 .85 P 0+64.6 COTTONWOOD THEPA = 4. 4754 PV1 EL V = 4757.8 -- - - -_ 4754 A.D.'= -1.338 NORTH U. B K a 37,3667 -1+20 -1+00 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 AS-BUILT DRAWINGS 4162 c2 ao� 4762 MAY 2006 ?� W so.00' vc m'o STA: +35 T +84.4 tn0 `O m R� DEPRESSED CURB,MATCH c U m ryP'V, ASPHALT OF El(ISTING W Z �x p r O �"� DRIVEWAY APPROACH b w, 4'60 - �.1m n rc p+ + l` O - - rn�o O v n' k+ 4760 O K Q OS U U L) U + O O m U r OU F m m W W a' N r 00 N W N PROPOSED TOP BACK CURB > N a j +Q < I 1 I .. 0.71R ..T w I 4758 -- - 0.735% 1 ,3 >U - _ E ISTING GROUND PRYILE - 786% . - ` �-. - - + - -t ✓� l -0.400% - 4756 HIGH POINT ELEV = 4757.76 - -- - - -. HIGH POINT STA = 0+60.61 PV1 STA 0+65 PV1 ELEV = 4757.86 COTTONWOOD STREE 4754 A.D. -1.72 AS-BUILT DRAWINGS __ K.= 29,12 SOUTH U MAY 2006 L - , -0+90 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+so 0+80 1+00 1+20 1+40 1+60 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 DESIGN BY. DATE DRAWN BY'. DATE H RHC 08/30,2005 AOR 09 �:'�tlp5 DRAWING SCALES: Q[�][ M@E[twQm WEE C)P_ L1 n 0@cT Rocky Mountain Engineers, P.L.L.C. p� {T i REVISIONS DATE CHECKED BY DATE PLAN VIEW HORIZONTAL: 1" = 0' CFUI�I�S� RAY H.CENTER CITY LET OB/ 3 =005 JlJ-Ll L5 Ll a5 5653 ES 6' i0 4' FI INS 11/08,20n5 CONTOUR IN ERVAL 1' �i�IS�S�(1ZN,TC)@E !,cD3KNgV �fVlf1�/�lCV7�rY1�M�� Civil Engineering & Land Surveying _� AS-BUILT S I1/ ','2°OS - LJ LI Ll ...�L7�J W L_ Lfi1 L5 LAAIII'Lr�1LJ V LSL.AaJL5LJ�J C'1 -. •4�, ♦ _ AS-BUILT 5 05/02/2006 PROFILE VIEW: HORIZONTAL: 1" _ 0' 1700 WP M, 40F 1-SPfi-4ft51 y VF "Sit o VERTICAL: - 2' DRAWING FI AME: /1127-Site-AsBlLdwg 05/02/2006 BLOCK 106 —` ---- BLOCK 106 � � i s LOT B I ; LOT A I i I 11,273 s.f. 20,636 s.f. I W I I I I a�,Aan� I I I I ' I I I 'I 1 4'LF6FT- N ITV 3+50-4'LEFT-END CIT yl STAN D CURB AND GUTTER STANDARD CURB AND GU 4 20.50-END t6'WIDE ASPHALT LEV.475e,00 - - - - - T.B.C.ELEV.4757.85 I COIT�INUE 16'WIDE ALl£Y I 7H A 10'ASPHALT RADIU ASPHALT AVENUE IA E STNG ASPHALT OF IDA AVENUE - - 2+51.45- 4'LEFT-CENTERLINE ASPHALT PgYEMENT p8 ASPHALT PAVEMENT HATCH I I 8BACK OF EXISTING SIDEWALK .vnu, SEE SHEET SD1 IyIELEVATION T -1",)0 B 0 -- -- — _ — — — — — 225.08' y _ S 88'22'46" W Ap,A15TED MANHOLE RIM 8 ITY S .DWG.No.022 ALLEY'I Y . +GO 3+6p 4+ 0 4 1 - N 1 YA A H T A—t 2+40 i�' - / P VEMENT. SAW WT AND MATCH L / E ISTING ASPHALT OF IDA AVENUE ��} i U 0 � - - _ - 1 ) � a O I TA. i 6. TO TA +66.84 M A 10 RADIUS ASPHALT FILLET r; HATCH EDGE OF EXISTING ASPHALT a, ', Ekv.Top io 04 Tarll; 4787 7 wi QF-._ I ..r n.. I 0 10 4ii � .�cnul aW I I I� r p I AS-BUILT DRAWINGS - - I MAY 2006 4764 q rr,t NORTH SIDE ALLEY 4762 _ I BLOCK 106 r� w< �' EDGE OF ASPHALT _ 4762 1 16€j a W <g 40.00'VC W o r0� T 6> 4760 mw o +Nm - --. ' 4760 F n P r m n MATCH EDGE ELEVATION OF E%IST tK ASPHALT ALLEY DEPRESSED CURB LOCATIONS _ 4758 .- -- - - --- - - - <m 1+51 CENTERLINE 50' DUMPSTER ACCESS _ - 1 - 4 7 - 4758 2+35.5 CENTERLINE T RED. RAMP 2+71 CENTERLINE 36' PRK,NG LOT ACCESS 3+06 CENTERLINE 7' RED. RAMP HIGH POINT ELEV 4757.83 HIGH POINT STA=3170.20 4756 3+41 CENTERLINE 33' DUMPSTER ACCESS _ - . uSTA--3+70 -- — 4756 P ELEV=4758 CO AD._-3,37 K=11.88 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+ 3 20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4 I 4764 SOUTH SIDE ALLEY BLOCK 106 6 a N �+ i ----- - i ` iJILAT �i 4762 4762 aWZ EDGE OF ASPHALT w otap4760 - 'i - iI —_ i4760 2fi CROSS SL TO NORM + + t +tl tW iTRANSITION 37[C SS SLOPE TRANSITION 6%CROSS SL PE TRANSITION CROSS SLOPE TRANSITION 4758 4756 1 4756 AS-BUILT DRAWINGS MAY 2006 0440 D.2p D+00 0+20 0+40 0+60 0,8D 1+00 1+20 +40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3 20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 111j11j' PLAN VIEW: HORIZONTAL:-�N'fd A!I,,1•I DESIGN B}. DATE DRAWN BY: DATE _ ------ —T"' "vY PHC 08.30/2005 AOR 08/30/2005 DRAMANG SCALES: ��111� n�,�/�Ly7�(y� ry-TOn n D��� a.,,^�� Rocky Mountain Engineers, P.L.L.C. -�r� �,54 RENSIONS DATE CHECKED BY DATE: 1" - 20 L7iJ L'7�L3`- 11v1J e IJVJ L1uU LSLS D o CITY LET 09/23!_005 _ LL1L LJ ---- - RAY H.CENfER 6" TO 4" FI LINE 11/08;2005 CONTOUR INTERVAL 1' �(� (,r11 {�I nl(� �O fl f�M �(Vl�ll�(�MI�MI��Y1S� 5653 ES AS-BUILT S 11/21/2005 L��J uU�°J i..�L�U`LS L1 LAAJLrLNCI C/ISUAJLSLt�J Ll _ Civil Engineering & Land Surveying 0 AS BUILT GS 05/02/2006 PROFILE VIEW: HORIZONTA 1" = 20' yV ( I)� 1700 West K- ee1 7, B>. -586-4359 `RyFF I 4�P! DRAWING FI ENAME /1127 Site-ASBIt dW9 05/02/2006 VERTICAL: 1" = 2' - - - -- STA.0+00 EXISTING SO-MANHOLE i STA.0+45.09 SD-1 I — Instotied 48 OIo.Mannde Cored through side of Existing Rim El- -4756.73 48"Dio.Storm Drain Monhole 1 Inv. In(E)-4751.66 Rim ]in( = 4756.94 1.25 Inv.Out(W) 4751.46 Inv. In(E)�4751.25 Inv.Dllt(N) 475D.64 — a — — — — — I4 WV oxr B f�l '� INSTALLED 15"PVC WV - - uG1Et B'xIP Installed 48 .-,Manhole -- 0 / Storm Drain(tYP.) B "� Arn f Elev. =47$6.84 STREET It 0+40 ,� COTT N OOD �� In(S)' ' 08 .), D --� )v.Out(W) 47'2 58 cw,�2i �B•ss a 0+80 AL, _ I 2+40 2+80 [l) ` 60' RIT) WV WV D r:•{p IS'STGPY(wfwll __ --_ I -B'S;-- /' N I W 225.17' _ • — 4 N BB'20'45' E x aeno'a'c >asa I m'rs'F ore — ® 21. 3.8' 0+6 I o .� T 7 N 7 r I AS-BUILT DRAWINGS • AH - ° Installed 48"v D1 No hole MAY 2006 •r Rim El. =4756.70 O r`` • Inv. In(E)-4751.94 + I ^� Inv.Out(W) 4751.74 0+80 I I y 25''M I I I .�' A•r d S ORN DRAINAGE EASEMENT T�IXt CITY OF BOZEMAN -1 I O i •. I IAnLolxc I f 2t2 i 1.8' © '�I � �, BLOCK 106 � — BLOCK 106 b LOT B x,<L LOT A y I 11,273 • 20.636 ---- - ST 4+76.5 SD-4 2 I I I - trl ewtthxc Installed Dia. L, hale niE I; r3 Rvm lnl`(NW)=1 54�022 Inv O_uj(N) 4 53.92 See Ct1.lA STD.Dreg. No. p W 02720-3(tyP.) a _0 0 a Installed Standard 36'Dia. I a i Scale'. 1"= 20' O storm Drain Inlet. See C.O.B. I I ILr dio.PVC Storm 0 10 20 4u 15L.F,of t2' \ I •J Drain Too= r W ($E)C.4754.17757.u �is.- L_ _ 225.08' i I I � � ' --- S 8822'48' W / 4764 -- - - - 4764 15" STORM D--AIN LINE 4762 yr W�m ry 4762 U n 0 p e♦ F o�C+Ya a�nOmV 3 c�tOaO Y Ono yKj �tl ll l 01 jY1nY 5ij^'V1 I �n •�/i r'rV �vI u� VI r'i 9• oaa 4760 8 t d o.. o 1 x 1 '04 G:1 � 1 1 '� � _ •� �I�-� - 4760 3�5 o +t �`— N aE<< I �.�>Y ._ J 4758 c __ - 5 PROPOSED FINISHED GRADE - _ ./� f. 4758 EX"TIN''. .F �NCl FF'I FILE - 4756 I I - - - - -- / - ---- - - ---- 4756 4754 1 5 LF, 8 4754 I t5'PVC Strom Dram - 0 O 0 40A 170 LF 15'PVC Storm Drain O 0.5174 4752 O - - 239 LF, t5`PVC St.n,Drain O 0,40%I 4752 41 LF,15'PVC Sto Dra rm in O 0.50% 4750 :_1 - 4750 0 AS-BUILT DRAWINGS SSW MAY 2006 � o I -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1420 I.40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 +20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 ......... DE ICN 01 RHC DATE 08/30-2005 ORAwr AOR DA08/30/2005 DP.AWING SCALES: 4C1]C �,1�7(�1/1/,ry� fyl�fl f1 1�1���5'r)a�S� Rocky /VI o u n t a i n Engineers, P.L.L.C. {r''i REVISIONS DATE CHECNED BY DATE PLAN VIEW HORIZONTA 1" = 20' LrtJLS L��JLS�SIAAJL�Lt\J LAA1 LSLS lJ W L7 L �MltNw - ---1 - - -- -— - RAY 6 CENTER TO}4LEF N 09 OB'2005 CONTOUR TERVA : 1' Ll�� Qco�G3G�] [,aQoZ d a� lnJ R 5653 ES 6 LIE / AS-BUILT S 11/ 1/2005 � Civil Engineering & Land Surveying 'y1 ' a y AS-BUILT S 05/02/2006 PROFILE NEW: HORIZONTA : 1" = 20 1700 We'1 SIitP (406)-586-4859 4`t 3f GISTL4 1p_ VERTICAL: 1" DRAWING F ,.NAME. /117-Site-AsBlt.dwg 05/02/2006 I I INSTALLED SADDLE CLAMP AND TAP EXISTING 6- AD AS-BUILT DRAWINGS DOMESTIC WATER INSTALLED SDLE CLAMP D TAP EXISTING 6 WATER MAIN FOR NEW 1" N O V E M B E R 2005 SERVICE. INSTALLED CURB STOP VALVE 8 FEET WATER MAIN FOR NEW 2 OMESTIC WATER BEHIND THE BACK OF THE PROPOSED CURB. SERVICE. INSTALLED CURB STOP VALVE 8 FEET - --- ? BEHIND GK DF THE PROPOSED CURB. FIRE SER VICE LINE IRE SERVICE LINE >> STA.0+00 - INSTALLED 6"X4"TAPPING SLEEVE 3 j PPIN"ATE-MVE OCKs AND VALVE BOX. THE 4'GATE VALVE SHALL BE a RESTRAINED TO THE TEE. _ c•s ucm n wry -- t S'X.0f0- INSTALLED 8'%4'TAPPING S EV •kl INSTA CLASS AND 4 (TAPPING GATE VALVE W THRUST q 51 D IL 1 N AND VALVE BOX. THE 4"GAR VALVE$HA I INSTALLED 4"C SS RESTRAIPE ED TO THE TEE.rf•vTl — "0 .i VPgW4D IS-$(DAY DPPIu — _— —_ •SPX41 ---"` SADDLE WYE D • 6" SANITARY , 225.17' T •AN SEWER SERVICCWE .:+-.. .- IN II E n ea 4s E 7R.S4' "SANITARY • _ ,� HIND PROP ED SEWER SERVICE -- Y eezD'•5•E CURB. I TO 8 FEET CURB. 0+6 STA.0+59.2 - INSTAL ED INSTALLATION OF FIRE SERVICE LINE AFTER THE OS&Y sTA.o+1Bs To o+ses- & VALVE BY OTHERS, MAY BE VERTICAL OR HORIZONTAL RESTRAINT,VERTICAL PIPE ACCORDING TO THE CITY OF BOZEMAN FIRE SERVICE LINE INSTALLED 2 THICKNESS OF I TO V MIN.AND 2' MAX. STYROFOAM 40 BRAND HIGH LOAD + I ABOVE FLOOR,FLLXIBLE STANDARD. ( SEE C.O.B. STD. DWG. No. 02660-13 ) INSULATION,6'ABOVE WATER LINE. BEDDED IN MINIMUM OF 3'OF 3/4" I WATERTIGHT CONNECTION MINUS CRUSHED GRAVEL. (SEE (STA.0.53-FIRELINE CAPPED, I I I +80 AT FLOOR PENETRATION, BUILDING NOT CONSTRUCTED AS AND 4"OS&Y VALVE,SEE DETAIL THIS SHEET) C.O.B. STD.DWG. No. I Of 5-02-OB I '+I FREIGHT BUILDING "; LOFT 02660-13 ' I I BUILDING BLOCK 106 Btocx ros $ LOT B 20, `"." LOT A I r 1,273 s.f. 20,636 0 IO 20 40 �w al 4764 - - - - 4764 4764 ��" 4764 FREIGHT BUILDING LOFT UILDJixv FIRE SERVICE LINE FIRE SE�?VICE LINE 4762 4762 4762 4762 NOTE: ALL MON TYPE E NOTE: THE D TH OF THE EXISTING 6'WATER LINE IS PI 11 APPROXIMATE THE CONTRACTOR IS RESPONSIBLE FOR V MIN.FROM JOINTS SHALL HAVE FIELD DK 350 OBTAINING T LOCATION AND DEPTH ES ALL THE ANY INTERIOR GENERAL NOTES GASKETS OR APPROVED EO AL FOR UTILITIES TH: THE CONSTRUCTION AREA PRIOR TO �-WALL TO EDGE JOINT REST AINT. EXCAVATION. OF PIPE UNDERGROU D UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO 4760 a760 a760 - 4760 BE CONSIDE ED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION STA.0+1 .5 TO 0+58.5- INSTALLED 2"THICKNESS OF ALL BU IED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. STYROFO M 40 BRAND HIGH LOAD INSULATION.ABOVE NOTE: ALL r ON TYPE vl THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING WATER LI E, BEDDED IN MINIMUM OF 3'IOF 3/4' JOINTS SMALL AVE FIELD LOK 350 V MIN. CONSTRUCT( N. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION MINUS C JISHED GRAVEL. (SEE DETAIL IS SHEET) FIRST FLOOR 4758,60 CASKETS OR PROVED EQUAL fOR FLOOR 2•MAX. ACTIVITIES HALL BE REPAIRED AT THE CONTRACTORS EXPENSE. JOINT REST AI _475810 ALL CONST UCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE 4758 PROPOSED FINISHED GRADE 4758 4758 - 4758 MONTANA P BUC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED PNUPosED FlNISHE.IGRADE _ MARCH 200 , AND THE CITY OF BOZEMAN MODIFICATIONS, MARCH 2O04, AND 110 E%ISTINI.i:RUV ND PRnHLf.-\ ADDENDUM o. 1, JULY 19, 2005. _-- - -- _ NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATION$ 2"THICKNESS of STYTLOFOAN 40 [ ''nn"'E"""`'.'``°Ili SHALL BE ADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER BRAND HIGH LOAD INSULATION,BEDDED f-3" 4756 - 4756 4756 ( 4756 IN MINIMUM OF 3'OF 3/4'MINUS - - _ --- - AND THE CI ry OF BOZEMAN ENGINEERING DEPARTMENT. CRUSHED GRAVEL e^ z A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT O WORKING DF WORK. HE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FIRE SERVICE LINE —d�XW AWINGS. SPECIFICATION SHEETS, ETC.. FOR ALL EQUIPMENT AND 4= 4754 so 4754 4754 4754 MATERIALS To BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO �PR.P.SE. THE PRE-C NSTRUCTION MEETING. INSTALLATION SHALL NOT BE I5" NIN. '°"i MADE MATH T THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND Z STORM DRAIN 2'MAX. c V < s>� z<; MATERIALS ilY THE ENGINEER. �a Ss SERVICE STUB THE ENGINE R AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL 4752 -� ; 4752 4752 siINV 4752 BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. PIPELINE INSULATION I=�> p�PE l omiu $ 6i 1E. ^,/ TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION e��+I>-,> ss 2'MIN o �. pRE OF THE CONTRACTOR. FLOOR .��`� 6`D�. N N r V �F-A 4749.65 s: ss I / PROJECT 8 CHMARK: THE ARROW BOLT ON FIRE HYDRANT No. 964 AT THE 4750 e" 4750 4750 Ilw 475C NORTHWEST INTERSECTION OF EAST COTTONWOOD ST. AND IDA AVE. I.5' ELEVATION 4757.27 (CITY OF BOZEMAN DATUM) SEPARATION WATER TINGMaN ___ - - J W � _. ALL CONTT CTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. 4748 - 6'SGL 40 PVC EXISTING 6' `° .c WTIi THE CONTR CTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED WA MAIN 1.5'MIN, a��0 0 4748 55 S RVICE STUB 4748 4'4H _c oz, DURING CO TRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. 1 V.4 48. SEPARATION e. z Y Exlsnrlc 6' o AS- UILT DRAWINGS W^�>o2 THE CONTR CTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING SE WEIR � � N VEMBER 2005 SS ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. u 4746 EXISTING 6" 4 41 VC SANITARY THE CONTR CTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN - ' ' II - Iv�Fil�a�q a746 SEWER MAIN z �� FOR INSPEC TON OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. AS-BUILT DRAWINGS NOTE:THE DEPTH OF THE EXISTING 6'WATER LINE IS m N;i u APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR oo Fo �•'ui^_ FIRE SERAC LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF OBTAINING THE LOCATION AND DEPTH OF ALL THE z urn�m I UTILITIES WITHIN THE CONSTRUCTION AREA PRIOR TO Ym THE CITY 0 BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE NOVEMBER 2005 E%GVATION. 0y0 INCLUDING E OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. -0+40 -0+20 0+00 0+20 0+40 0+60 0480 1+00 -0+40 -0+2 0+00 0+20 0+40 0+60 0+80 1+00 ONLY FLANCED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE BUILDING. 14T11j'llll,l DESIGN Br. DATE DRAWN BY: DATE: - -- -- O DkAMANI_ :, ALES AOR & O8/03.200`_' AOR 09/19/2005 Rocky Mountain Engineers, P.L.L.C. �� {T'i, REVSONS DATE _ CHECEED BY DATE: PLAN VIEW. HORIZONTAL, I" = 20' CITY LE R 09,,23,,2005x� IIQe LLffl1J1LL551LS5�tff ----- sp( RAY H,CENTER �';, 6" TO 4" FI ZIEUNE I I/08/2005 CONTOUR TERVA 1' Civil Engineering & Land Surveying 5653 ES AS-BUILT GS 11/21/2005 F'�F� nF��7 (� �J� �'i s o AS-BUILT 5 05/02/2006 PROFILE VIEW, HORIZONTAL: 1" = 20' ��LJT]l5 �tnl V O(�� hOUllN V�� ((j)V 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859FFR nND`ttQ? DRAWING FI NAME' 9 09 28 1127-Site.dw 2005 VERTICAL 1" 2 / / / P[SQa �c PG3�� �4