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HomeMy WebLinkAboutSouth Meadow Minor Subdivision Lot 1 Phase 1 & 2 SOUTH MEADOW MINOR SUBDIVISION LOT 1 WATER, SEWER & STREET IMPROVEMENTS BOZEMAN, MONTANA SHEET INDEX PHASE 1 & 2 COVER SHEET AND DETAILS AS-BUILT DRAWING SS1 — SS4 : SANITARY SEWER LINE — GRAF ST. AND LOT 1 GENERAL NOTES JULY 2001 W1 — W5 8" WATER LINE — GRAF ST. AND LOT 1 ST1 STREET GRADES — GRAF STREET 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AU BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING 1 JL r i� CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION �Ioz c, — ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ]]2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND 1THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, I•- - I �I] r TYPICAL CROSS SECTION DATED JANUARY, 1996, INCLUDING ADDENDUM No2 (8/08/00), AND THE CITY OF L �� BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING ADDENDUM No. 1 (2/19/98) AND I r/� �j� Graf Street ADDENDUM No. 2 (3/15/00). � � I 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS /r SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER KO9r e�.°i 32.5' I 32.5' 1 AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. SITE } Y 1' 5'4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT �OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER TT tWORKING DRAWINGS, SPECIFICATION SHEETS. ETC., FOR ALL EQUIPMENT AND +� I �"t�+ - I 3"as ALT PAVEMENTMATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO I � ,I I,=, 2s ,JX 3z� �871THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE -__ �- 'T 1�^» � 11` J+rMADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT ANDMATERIALS BY THE ENGINEER. a � 6%I'-MINUS CRUSHED GRAVEL5'WIDE SIDEWALK � CITY STD.CURB h GUTTER 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL r .= III, 24",6-MINUS SELECT SUB-BASE GRAVEL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. C_ PI L li AMOCO 4552.NON-WOVEN GEOTEXTILE FABRIC.42'WIOE FROM BACK 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION I_ I OF CURB TO RACK OF CURB.MEETING MDT 1995 EDITION,STANDARD 1 SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION OF THE CONTRACTOR. Je � 713.13 FOR SEPARATION/STABLIZATION-HIGH SURVIVABUTY 7. PROJECT BENCHMARK: NORTHEAST BONNET BOLT, FIRE HYDRANT 770 AT THE SOUTHEAST CORNER OF SPRINGMEADOWS ASSISTED LIVING COMPLEX. ELEVATION = 4934.42 (CITY OF BOZEMAN DATUM) i 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. ; 9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED _ _ _�_. - law Am Lon* r1F1� 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 FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. 12. DUE TO THE SOILS AND HIGH GROUND WATER THE 11%'BENDS SHALL BE RESTRAINED. VICINITY MAP THRUST BLOCKS AS SHOWN OR MAGALUG FOLLOWER GLANDS SHALL BE INSTALLED ON THESE BENDS. N',' ;r•A_E 13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS DRAWING No. 2529-8. DETAIL — EXISTING MANHOLE #2 , GRAF ST. CURVE CHANNEL IN THE SEE STANDARD DRAWING 02722-� INSTALLED NEW PRE-CASs DIRECTION OF FLOW IN 68�PIPE ­ ALIGNMENT. MANHOLE BASE AND ED TO THE EXI SECTIONS. CONNECTED LINE EXISTING 028 8 PVC SEWER LINE L TOP OF NEW ®FLEW.OF MR 02B8/e"Cl/PL TO 8"Cl/PL COUPLERS I FOOT OUTSIDE OFTOP OF NEW B"PIPE 4.0'MANHOLE. EXTENDED 8"SS MANSTUB ' OWEST RIGHT-OF-WAvLINE OF GRAF STREET ON 0.50Y. OR 4"THICKNESS OF FOAMULAR GRADE. PLUG END OF STUBBRAND INsuunoN. f 3'BED IN MINIMUM OF 3"OF 3/4MENUS CRUSHED GRAVEL. ��2"OR 4" B"PIP8"PIPE -- 1 Sl0 ER WATER OR SEWER MAIN NEW 8"PIPE I Q NEW 8"PIPE ___ _ ____ ___ 3.5'MIN. NON-SHRINK GROUT EXISTNG B SS PIPELINE INSULATION PLAN VIEW SECTION Rocky Mountain Engineers, P.L.L.C. Civil Engineering & Land Surveying SANITARY SEWER DETAIL 1700 Wes; Koc-1 Street, Suite 7, yozemar, Mortana 59715 (406)-586-4859 I UNLESS SIGNED,SEALED,AND DATED, _I41WI1G FILENAME: /AS-BLT-866-Co DWG 08/22/01 THIS IS A PRELIMINARY DRAWING SET. O - \ r ; SEE SHEET SS2 / ♦ \ \ / 30, ♦ � � �+tip, ��� ♦ / \ M H/�.STA 64�5.SB - - � ♦ / o I -)RIM 4937.1Q,1 1 11 INV,OUT 4930.15(W) PgE/ y I ! INV IN 49�jj0.35 INV IN -4930.35(N) N /Q�P \ ) �Y♦F ♦la NHS B3;STA(G 0+00 9+21.36 B) INV.OUT 4942-03(NW) RIM 4945-15 .3 I, + \\ 1 _ / / `- INV.IN 494223(SE) § `.t 4 4 I I I STA.5+09 TO 5+19-INSTALL 4" THICKNESS OF FOAMULAR 250 BRAND INSULATION 6"ABOVE I --_ j 6+ 4 I 1I WATER UNE,BEDDED IN MINIMUM 3'OF 3/4"MINUS \ __ _ - ----__ / \ / LINE G CRUSHED GRAVEL. (SEE DETAIL,COVER SHEET) _ -- II 8"AS1M 3034 SDR 35 PVC % - j LINE A MHi Gl,STA 1+60.33 MHM Al,STA 1+68.70 9.5' RIM =4950.10 II �. /i' \ _17 INV.OUT 4943.AB(NE) o�i RIM 4936.00 -Y1 / \ INV.IN 4943.98(W) INV.OUT 4928.06(W) 11 - - q\1 I NV.IN 4928.26(5) - 8"Al-3034 SDR 35 PVC Z\7 MH/A2,STA 3+11.27 \ I ' RIM - 4937.f0 \ - - INV.OUT -4928.84(N) _ I NV.I N 4929.04(E) -� - ------ - ; MHIy G2,STA 3+26.37 INV.IN -4029.04(SE) 7�Exl�ing 8' PVC SGnitOry�eweT----- , + RIM -4950.00 INV.our =4944.60(E) \\ PHASE 1 & 2 1 \ AS-BUILT DRAWING ! JUNE 2001 O g INSTALLED NEW PRE-CAST MANHOLE BASE AND MH/2 STA 0+00(EXISTING) BARREL SECTIONS. CONNECTED TO EXISTING 8" PVC SEWER LINE WITH MR 0288/8"Cl/PL TO 8" 0 25 so 1DO 74 RIM -4934.46 Cl/PL COUPLERS 1 FOOT OUTSIDE OF I NV.OU7 4927.11 (N) MANHOLE. EXTENDED 8"SS MAIN STUB 38' INV.IN 4927.31 (E) TO WEST RIGHT-OF-WAY LINE OF GRAF STREET SCALE:!1"= 50' Existing 8" W°ter Main - -- - INV.IN 4927.31 ('W) ON 0.50E GRADE. PLUG END OF STUB- 4960 zi � m W�� �� ANIT RY S WER INE I S NITA Y SE ER LI E G 497D � "M ep m - ---- - - - - --- 4970 vl FW STA. 1+29 INSTALL 21' (LT) OU Op TWaO 3wz PHASE 1 & 2 5TA. 1+32 INSTALL 21' ( T) N.�B�rna zw 1 STA. 0+74 INSTAL 10' (LT) "C2 5TA. 1+75 Ittl1!!STALL 28' ( T) 0 STA. 0+91 INSTAL 10' ((LT) oNm� AS DRAWING STA. 3+21 IFISTALL 19' ( T) =yU �03 STA. 1+75' INSTAL 40''(LT) S'j JUNE 2001 STA_ 1+78 INSTAL 39' (LT) C ' 495ofg4o - - --- t - e Emma _ _ W-pp''p'p2`2`m i q W v s v r co a 6i p z z z 4960 - --- z; 4960 g v:aa n oom n �� -'�' -- o goy PHASE 1 & 2N91 0 oniri + AS-BUILT DRAWING �+ 8 YiiV YYY OL,. H �ONN YVY h YV JUNE 2001 oHN� F N r II N r F 4940 - o v z -B-.��- FINISH GRAD PROFILEFINISH GR E PROFILE Fi INN/1 m oz \ (A i.Z> \ 4950 --- ��! - 4950 %22' -- W EXISTING GROUND PROFILE ii CSP EXISTING GR UND PROFILE 1 - 4930 _-- 294.3 L.G.8"ASTM 34 SDR 35 PIC O 0.4E -- 142.6 L.F.8"A57M 3034 L, 8 ATM 3034 SDR 35 PYC O 0.49E 188.7 L.F.8"ASTM 34 SDR 35 PVC O 0.42E Q i- SDR 35 PVC O 0.99E PVC O 0.2E MIN. STA.5409 TO 5+19 INSTALL 4" TT��NICKNE55 �„I SD 35 PARATION OF FOAMULAR 250 BR D INSULATONN 6.ABOVE _ I 4940 - -- ----�-- 4940 2- 4'WATER SERA S 's WATER LINE,�EDDEO I MINIMUM S 3/4 U o= _ER C SEWER NAI. CRUSHED GRAVEL ( E DETAIL,CO R SHEET) +z a ,°WZ �<yOyJJ VIUO 4920 I _ _ -_- _ -- - _�._ - - _ 0+& ICi: 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 DESIGN eT: DATE: DRAWN eT: DATE: DRAWING SCALES: �OV�W �� e�Dp OO W I�OpDOLA.AJ�W�VLAA1c�J � DAJ & RHC 01/15/2001 D. do AOR 01/15/2001 Rocky Mountain Engineers, P.L.L.C. REVISIONS: DATE CHECKED BT DATE PLAN V EW HORIZONTAL = 50' @Q V�Y� 0 60M Ri o �41a4[]O[� OO 4000 40 ° 0�o '° ��bUJLLRRJJ L5 N. CITY LETTER 02/13/2001 CONTOUR INTERVAL: 1' �JL:1 ((�,�/�ryrypp �v7 (�I�ryy7 I--1 I7(1rV1 a1/31/2001 c�J(.,1U.JJ�eM �JL�WQUU' LSUWQ QQ M1� PHASE I @ 2 05/24/2001 Civil Engineering & Land Surveying AS-BLT-DWGS PROFILE VIEW: HORIZONTAL: 1' = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /AS-9LT-866LO11-Sewer.dwg 07/09/2001 VERTICAL: 1" = 5' spa ��Q OOl I 0 25 50 100 I SCALE 1"= �0' � LIN I — — — — — — — $ — \ �F ♦ � - \ \ `C _ I+moo 30, ♦ _ pi \ NH/13.STA 6AS.58 �a PHA 1 2 1 -)RIM 4937.10 I �_) NV.OUT 4930.13 .) LI F ( , N - S-BU T a I NV�LN 49 0.35 UNE 2001 d I INV)IN -190.35(N)' \ i II� 11 STA 5+09 TO 5+19-INS 4' THI NESS 0i FOANULAR 250 BRAN INSULATION S'�Ml j j j + WATER LINE,BEDDED IN IMUM 3'OF 3 CRUSHED VE. (SEE D TAIL,CO S 3034 SDR 35 VC __\ ,- I — Af. SEE SHEET SS1 49601 -- -- - SANITARY -- 4960 4970 - 4970 SANITARY $EWER LINE A SAN TARY SEWE LINEI F 4950 �, n �'I _ - - - - — -- 4950 4960 -- -- 4960 1zz I „I c__ EXISTING GROUND PROFILE FINISH GRADE PROFILE PHASE 1 S 2 AS-BUILT DRAWING , JUNE 2001 4 - - -940 14940 4950 FINISH GRADE PROFILE - 4950 II _ MIN. - - - I SEPARATION _-- i i EXISTING GROUND PROFILE N 4930 _ - I4930 -- -- 238.8 LF,8' SD TM 3034 R 35 PVC O 0 4y4��- 4940 F SEPARNIN.A ON I I i n +p WZ P< 4920 _L—L 4920 4930 4930 5+n0 i .� Yi 9+00 10+00 11+00 12+00 13+00 14+00 15+00 0+00 1+00 DESIGN BY: DATE: DRAWN Y: DA DRAWING SCALES: �OM4W LAAJ�QDOIAJ VOLNJDOLAAIOWOLJLAAJbU DAJ & RHC 01/15/2001 DAJ & AOR 01/15/2001 0 n D 0 0 D 0 �FLL7.f11 L� RockMountain Engineers,i n e e r s, P.L.L.C. REVISIONS DATE: CHECKED Y: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' y 9 a CITY LETTER 02/13/2001 CONTOUR INTERVAL: t' W4�31r1G�[14LQG3�l �3C�7�G3 o lom lrl o @ VOW too& d 40 Moog.N) 01/31/2001 I1 �� PHASE I h 2 05/24/2001 Civil Engineering & Land Surveying AS-BLT-DWCS PROFILE VIEW: HORIZONTAL: 1 �p�4QQ� ��� o LS�IFN�� AYK " = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 406 -586-4859 DRAPANG FILENAME: /AS-BLT-866Lo11-Sewer.dw g 07/09/2001 VERTICAL: 1" = 5' 0 j - 30 N NH 3,STA 9+ 36 1 R V.OUT {42.03 •1� / 9' ;� ?� - LIN B IN. IN { .23 3 INV. 494 3 MHO 31, TA 3+24.78 ` S'AS I RIM 494 21 a INV.OUT IN 4. S) `%7 III B STA 7+00. / RIM 4945.34 9.5• 9.5' - INV. .4940.43 {3(N) 1 _ INV.IN .4940.63(S) r O/ l� \ p M11/AZ 0+00(8)- 1.27(A) p� \ RIN .{937.10 - - - ,y INV.OUT 928 a(N _ ; - - I INV.IN 4 _ --- "--- - - Ezi�ing 8" PdC SOnitOF1 ew / \\ NV.IN 4929.0 cW —�� 0 as4men• — - 3 PHASE 1 & 2 _ zo s> .CZ' z AS-BUILT DRAWING 1 0 25 50 JUNE 2001 7 _ I �� SCALE: 1"= 50' 4960 - -- - - - - 4960 S NITA SEER LINE B H0 STA' 1+ INSTAL 34' (RT) STA. 1 INSTAL 34' (R7) STA. 1+64 INSTAL 12' (LT)1+67 LT)1+67 INSTAL 12' (LT) INS STA. 3+89 INSTAL4 23' (LT) nm + STA. 4+08 INSTALL,20' (RT) .� w STA. 4+09 INSTAL'20' (RT) g mcY 1 1 1 STA. 5+86 INSTAL ll' (LT) + STA. 3+91 INSTAL 11' (LT) ? STA, B.47 INSTAL 34' (RT) F 4950 4950 _ _ STA. 7+57 INSi 25' (RT) m ZWUI STA. 7+61 INSTAL 23' (LT) v �NNp ++ -- a N p FF FINISH GRADE PROFILE �iii 3 m-- �� s rc- - 4940 8�ASTM 34 SDR 35 PVC O 0.65• 4940 35 30y,.SDR 0 t55x MI PVC SEPAR PON A� 1.3 i 375.5 EXISTING GROU PROFILE 1 PHASE 1 & 2 II 1,691E AS-BUILT DRAWING 3034 35 2001 PVC �YWF J41.B L.i:,8' AST, -__ - 4930 - 4930 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 DESIGN BY: DATE: DRANK BY: DATE: �O@ Flur1 FI WN JK O@T'w @OF�F7DOrnOF� O (M( Rocky Mountain Engineers, DAJ & RHC 01/15/2001 DAJ & AOR Ot/15/2001 DRAWING SCALES: V w LAAJ w w LAA) UJ LfLAAJ P.L.L.C. REVISIONS; DATE: CHECKED BY DATE- PLAN VIEW: HORIZONTAL: 1" = 50' LRJ IJ LNLES' SIGNED,sl nLED. CITY LETTER 02/13/2001 CONTOUR INTERVAL: 1' ((�� e �Mj1 e �] `^�j�'�F�(]I�I� n I'Y��j -I AND DATED iH15 A Ot/31/2001 C�J rQWDCT��lJ GL7�fl./9m = L7�M9 PIN i'.Povr NG PHASE 1 &2 05/24/2001 Civil Engineering & Land Surveying AS-8LT-DWGS PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /AS-81_T-866Lot1-Sewer,dwg 07/09/2001 VERTICAL: 1" = 5' oo\� j / Pooh J 1 p � ui�ld u Q� 25 50 1D0-) �\ 4CALE: 1;= 50' - - - - II / L LI E E -� 8'ASTM 34 SDR 35 VC / \ ) ' / IN C PHASE S & 2 / H 1 TA 7.60 � AS-BUILT DRAWING � � � � � `� � � � M; =4949.1 26 JUKE 2001 , ♦ j \ Nv: - 94 SNQ� �12` MH C1.STA- I - RIM INV.OUT D74� �_ ��i+�/ Y� ♦ �/ AP o PHASETALLED B' RI -T49 .1+ 6+05. A I // ♦ BECIN ASE 3. _ - ` N INV.IN1T '930.35 4930.35 E 15 f� ' '3 INV.IN N d% l F' \ - III B3,STA 00(EO=9+21.36 B) J RIM -4948.1 ` INV. T-4942.03 N 11 .II -4942.23 SE) INV.I -4942.2 S 4970 -� 4970 STA. 0+89 NSTALL 28' LT) STA. 0+91 INSTALL 28' LT) STA. 0+98 INSTALL 61' (RT) 4950 -- -- - 6 ,4950 4960 - -} 4960 - --- - 0 � m STA. 0+38 INSTALL 32 (LT) :.. 1 A/IA +vin nn O?? �pO rin ♦YPOa 4940 i- �zzz 4940 4950 FINISH4950 - hull FINISH GRADE PROFILE 83A FINISH GRADE PROFILE zrczzz ,.I. EXISTING GROUND I' -- 4950 49S0 PROFILE __ V PROFIL� _— 36.X 2 i EXISTING ADE PROFILE CSP f04.2 LE a ASTM 3034 I SDR JS P O 0.48X II 4930 -- -- ------ - -- ---- - 4930 4940 - --- - 4940 ' - - - -- -- - il MIN.5 0. SEPARATON 1.5' -- ASE I d 4940 4940 AS-BI JILT DRAWING AM 2001 �€ SAN TARY SEWER LINE C SANITAR SEWER LINE D 4930 4930 I -- N + a 0 z m SANITARY $EWER LINE E ---- — - - 4930 - - ---- - - 4930 1+00 0+00 0+00 1+00 2+00 0+00 1+�0V0Y] 'f^= M 2I++0�0M nI�I 3+00 4+00 DESIGN BY. DATE: DRANK BY: DATE : �ODU 4� L7iAJ�W�O W VOO IJVDD OWIJOLIVOVIMJ� Rocky Mountain E n g i n e e r s A P.L.L.C. DIO & RHC E./15/2001 DAJ & AOR 01/15/2001 DRAN1NG SCALES PENSIONS: DATE: CHECKED BY. DATE. PLAN VIEW: HORIZONTAL: 1'• = 50' (� rn /� �7 CATSPHAS aTTER h 2 02/13/2001 CONTOUR INTERVAL: 1' U�° L UVLI= n 11 01/31/2001 Civil Engineering & Land Surveying AS-BLT-DINGS 05/24/2001 PROFILE VIEW: HORIZONTAL: 1" = 50' 0 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /AS-BLT-866Lot1-Sewer.dwq 07/09/2001 VERTICAL: 1" = 5• paLaa A pworMa @GURU 7� III I - �- - 30' x 8'CLASS 51 D.I.PIPE --7 p - - STA.5+48.53-INSTALLID 8', --— - '� `I.. 119-BEND W/MEGALUGS B- PVC Sanito y ew 1 7+00 _ - _ PLUG , + -MI TALLTALLIEDO 6+00 ---- PLUC W1 MAGAGAL S AT ER - - 6+Do i � w 5.p0 _ v e�o y l�.- 9+00 F f -it TA.7+30.94- INSTALLED 8' ~~ ��----- 3}� 11 'BEND W AGALUGS _II+GO 1 _ Si0.5+14.16 ALLED- IN T 8%8" STA.9+56-DEFLECTED PIPE I / TEE,w 22 LF B I PIPE,22 2+00 STA 6+275-INSTALLED 8 GATE STA.11+47.28 INSTALLED 8 _- 2+00 - BEND.PLUG.,AND NAGALUGS. . . '.8� -__ INSTALLED 1'TEMPORARY VALVE W AGALUGS,AND VALVE BO%. RO w 4 lF PIPE.11 13+00 14+pp FLUSHING TAP AT CND,1HEN BEND,PLUG,AND.MAGALUGS, --- - - __ - REMOVED AND PLUG�GEE INSTALLED 1'TEMPORARY FLUSHING _ TAP AT END. o -- - _.- _ _ STA 2+78.22-INSTALLED STA.3+12.35-INSTALLED 8'GATE STA.12i)4-DEFLECTED%P `--J 8'.8"TEE AND MEGALUGS. VALVE WMAGALUGS AND VALVE BOX _ E.isting 8" Water M01n� \ HYDRANT SEE CI AN STA. 14+34.54-IN T D BLOW-oFT © STANDARD DRAWING N. 0 718-7) _ - --- - - - STA.11+83-INSTALLED W GATE VALVE W AGALUGS AND VALVE BOX STA 0+91,21 -D ECTED PIPE - - � I PHASE 1 6 2 STA.0+00-REMOVED EXISTING PLUG AND 'I, jl ® AS-BUILT DRAWING THRUST BLOCK-INSTALLED 8 GATE VE " - - JUNE 2001 -- STA.0+D4.9.W/MAGALUGS AND VALVE BOX ® 0 25 50 100 _. SCALE'. 1"= 50' <% I wo NOTE- m i I THE GROUND RFACE SHALL BE BRWGHT T FINISHED GRA E m rj r w 7 a PROPOSED FINISHED GRADE WHEN THE WA R LINE IS INS ALLED TO PRE NT FREEZING r - N� �- O<THE MAIN EN FROST IS N THE GROUND m z o z ? z J ?� EXISTING GROUND PROFILE -'- ---_-_-- - I- � 1< I I< — — 4950 - - F� - I--- m Q n -- _ - __ --- - s +w -- - -------- `�'�� ,'� ,+off m -- -- w 41 a) YI> Z< 4940 - I 6.5 MIN. S COVER(TYP.) n�h V " L.F.e'CLASS St D.I.PIPE - - s� 6 A _ 1J I �= 2 x �- 4930 �i +ra u < e+i +z2 $3 MINI UM " o SEP ATION < Z z F Gs ffi Gzu, v,d PHASE 1 a 2 NAT R MAIN LINE GRA�F' STR EET AS-BUILT DRAWING JUNE 2001 4920 0+00 3+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES: c�JOV�W LAAJLSQDO W �OLN.1DOLf,.AJ�W�I�J�� Rocky Mountain Engineers, P.L.L.C. DAJ & RHC 12/20/2000 DAJ & AOR O./12/2001 RENSIONS: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL 1" = 50'CITY ^ M w LETTER Ol/3t/ol 02/13/200t CONTOUR INTERVAL 1' �.1N(,-.)� C.f Tees R Crosses 0/03/200, 2 (7 PHASE 1 k 2 OS/22/2001 Civil Engineering & Land Surveying S-BLT-DWGS PROFILE VIEW: HORIZONTAL: 1" = 50' Qp VERTICAL: 1" 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /AS-BLT-8661ot1-water.dwg 07/09/2001 = 5' 43 SEE SHEET W3 STA 4+99 PHASE 1 INSTALLED CAP WITH MA(;ALUUTNA SEE SHEET W3 NTS 1�idP�iFAn?FY TAP, _ Oo TA 0-PHASE M 2�1 ALLEa�CAP 1WITH 2' ' EN M F.H. LT. `1 �7171 9.66.c _ -1 �� / v " _ }o• / 4+91,43-INSTALLED B'x 6'TEE - *< \/ '\/ // 3 A W/AUX. VALVEASSEMBLY(w/e1AGAwcs �� AS SPECI ED) - _ / u 3 �' �! - STA 5+22.0 - TALUE STA 4+46.30-INSTALLED TE ----� 22X• ND,W/MAG GS V W AG UCS 1 (A VE BOX jj STA.4+58.2 -INSTAL At) Ay � '+ 45'+I1X•B NDS,W/NAGALU S If I S A.Ha0 T a+95 RE NED ALL - - TA 15+55. INSTALL: x B' ' ONS W AAOALUG CROS W/MAGALU THREE ES. I + 1 FOLLOWER GLANDS, T0.15+85.7 T B' 1 j Q! 4 i 7 119-BEN . /MA S ` S +90.4 INSTALLED 8-GATE IH I� y \ 25.8 L 6 D.I, AND H` R VALVE.W/MAG AND VALVE BOX / TA.3OF Fq(++JAA55 TO 3- 7 INSTALLED 4' THICKNE W/AUX. AL ASS LY ALU - s WATER'UNE 2DED RN MINIMUM A}'� 3/4 MINUS BENCH MAR n ULAR AS SPECI ED) CRUSHED AVEL. (SEE DETAIL.C VER SHE ,1 :LEY.-49 OF 2 DATUM. \ A.CLA55 51 PE I B'CLASS 51 DA.PIPE --- �'� / - 22X'BE W/MAGALUG 0 30 /".. STA. +57.60-IN ALLIED 8' 11 1{�v ' BEND V / STA. 2+04- ST D 6, D CONNEC ON J STA.0 54 INSI D 2' ICKNESS 1? I g OF FO LAIR 0 BRAND IN CATION 6 ` W E,BE ED IN MINIMU 3'OF 3 a'MIN STA.16+45 TO 19+55-INSTALLED 2' THICKNESS OF FOAMULAR 250 BRAND INSULATION VE OR ED(7iAVEL. (SEE DETAIL OVER SHEET) � WATER LINE,BEDDED IN MINIMUM J'OF 3/' I I - - - CRUSHED GRAVEL (SEE DETAL CO EET) y S O+aa.7 57 GATE � Existing 8" PVC Sanitary ew -- SAL 4+7 LUGS AN VALVE BOXATE - - ' 69-DEREC PE 1 STA.19+19.2-MST ATE 9.5" 1 / vALVE.W/HAGALUGS AND VALVE BOX BENCH MARK:F. W BOL.- �` w/2 1 + LED 8'I 8' D L.9, -INSTALLS 8'z 8'TEE EL:V.�49 11Y --BOFfNAN DATUM --- f w/S. Lft. D.I,PIPE. IRE I 1 /27.5 LF.6'D.I.PIPE.AND FIRE Tempo�a. �1 T wJ/A X.VAL M LY I HYDRANT w/AU%,VALVE ASSEMBLY Cu m Sic (w AGA`Uq STRAIN ). - __._ _- (wEN MARK: F H.AR/MAGALUGS AS CROWDCAP BOLT. Eaa6ment I ELUV.�4952.73,CITY OF BOZEMAN DA UM. I � PHASE 1 & 2 Sr 9z oss STA 191+56.20-CONNECTED To 6'x 6'cR - -- -- STA.o+oo-CONNECTED To e'%e TEE AS-BUILT DRAWING W/MAGALUGS(STA 11�47.28 GRAF STREET) _ DUNE 2001 W/MAGALUGS(SEE STA 2+7&22 GRAF sr) �- ---- o t5 50 loo SCALE: 1..- IN A - -� gT 1'WATER SER CE STAnCNIRT. xo PROPOSE FINISHED GR E /IA R M IN—LI E A 3/4'WATER 5 RV10E STAnONING < < < STA 17+83 36'LT.I x p e mmq _ l{' TER AWN—LINE A m gg� EXISTING OUND PROFILE 4950 e4 --ID G D! °� - _ - d+'1 u n 4950 - STA.17+85 36'LT. 00 •qy> am WATER MA114 _ N A Z� - r z �N Z o:o /4-WATER VICE STATIONIN u Z 3 o z4 j d mt vi j w, vI rc vi in W ml ' Z r O STA 2+85 22•LT. _ 7A 3+85 20 LT. N_ < wcFi S < %22' 65•MI < w u < S CSP �£5i - - �[ t�nJ - • <w xje xa I --------------- F j i z o i < i MINIMUM SS < r PROPO D FINISHED GR DE d J d ' WW WW r MINIMUM SEPARATION', F N> in s z m w .1 1n Of In> v� m v1 F 1n 3 i w d SEPARATION 1.5• H EXISTING GROUND PROFILE 4iz 4940 1,5' _ _ - - 51 D_L.PIPE SS 4940� - t955.1 Lf.8 CLA55 MINIMU "1 SEPARA ON _ N X�'. - _��', --- ------- <V1 ��n g UU _ CSP - 6.5 MIN. 13 o • m •- 1N1 'r' _ COVER(TV'P) _ y•. w m N <m x c<+ m z o 0 m m WE SS < �� mac, O 10 'N A • LL; a6N 493CI MINIMUM I _ S5 MINIMUM _ - - 493D - 2_a m j m a Z SEPARATION1 - ;m _ P • p ��y{ •py - �Gy �qy> p p�. W rJI 1- 1O7y p o �y SEPARATION _.O 1.5' ® - -_ __ .. nk' a s� < <7< F�3 Kp U <Zw Faj a< + 1.5' P' SS - MINIMUM iN .>� 1,9 L.F.6'CLASS 51 D.I.PIPE SEPARATION u o < x u a i z n ..LL.� n� - --- - 1 0y<m_ N� �3 tV,O�Uq N� b NJWU nsJa m\ N STA 54 TO 1+94 INSTALLED 2' THICKNESS STA. 55 TO 3+67 i-INSTALLED 4 THICKNESS o a + +3' m+;a;\ +LL�x ; + + j p m.J• ; a OF FO ULAR 230 OR D INSULATp/6'ABOVE OFF ANULAR 250 BRAND INSULATION B'ABOVE STA.4+40 TO 4+95 RESTRAINED ALL 3 ; N - h - N m W < x II WATER LINE,BEDDED I MINIMUM 3' 3/4'NINUS WATE LINE,BEDDED IN MINIMUM}'OF 3/4'MINUS M.J.CONI IECTIONS W M GALUG 4 F Q W F j r< CRUSH D GRAVEL ( E DETAIL CO R SHEET) CRUS ED GRAVEL ( E DETAIL,COVER SHEET) FOLLOWER GLANDS. u~i� u~im w� �h'm> H3< mw N tn�31r5 �; �n> via 4920'- - - -- - 4920 -- - NOTE: PHASE 1 & 2 PHASE 1 & 2 THE CR O SURFACES ALL BE BROUGHT TO FINISHED ADE N WHEN Ti WATER LINE IS INSTALLED 70 REVENT FREE G AS DRAWING -BUILT DRAWING OF THE N WHEN FROS r 15 IN THE GROUND JUNE 2001 JUNE'2001 i 0+00 '100 2+00 3+00 4+00 5+00 6+00 14+00 15+00 16+00 17+00" 18+00 19+00 20+00 DESIGN BY: DATE DRAWN BY, OAT: DRAWING SCALES: '�O�Q� G�t]ILaDO W `V'OL7�JDOwOl7�JaVLAAJCbJ M DAJ & RHC 12j20/2000 DAJ & AOR Ot/12/2001 O n D O O D O Rocky Mountain Engineers, P.L.L.C. REVISIONS: DATE .NECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' e e e 0 D D D 0 0 O D QW��� a ss 5E Tr LETTEa 01/31, 02/13/2001 n �dOG]Q p �4La400G] O 00 40 0 00c7 rose L«,Algmm�t Nye 05/22/2001 CONTOUR INTERVAL: 1' W Q��W o MM Q 1@VRN0OGN] 94o00 OO 40 %*&5.0 9 �r'�] A D IS W Civil Engineering & Land Surveying P uMI W SABLT1DWGS OS/22/2001 PROFILE VIEW: HORIZONTAL 1" = 50' e e e p O Iws O� 1700 West Koch Street, Suite 7, Bozeman, Montona 59715 (406)-586-4859 .1 DRAWING FILENAME: /AS-BlT-8661o11-wOterdwg 07/09/2001 VERTICAL: 1" = 5' pd IN F- 1 , 4 4 I ,) If 0 25 50 too SOLE: 1"=�50' I X-STA.15+00 PHASE 2.INST CAP �\ �I \ \ � 'Y,��♦q�` r / STA.�'4+99— t INSTALLE AP �\ f '/ � � � � � / ..! _-- 4 EEEV 4 esF ciTr Boz M. �/ y _�- \� f csi�� so' �.� 4+91.43—INSTALLED 6"K 6'TEE \ /'�_ �� PHASE 1 & 2 ���/// 'vvv}/V \ > wj Au X. vAL ASSENBLr�w/Macuucs ♦ . y �D ? C\ sT W BAz9 u IN �o B' B �As sPEa�TED) y AS-BUILT DRAWING �.. STAa 4+46.30-INSTALLED a%ems JUNE 2001 4 srA 4+56.2 -RISTA D I I V w AW*UGs vE ox� r 45'+t1U'B NDS,W/NAGAIU S ! S'A 4+10 7 4+95 RE NEp ALL Q♦ \ I 2 II 8 M.. ONNEc ONS w As u "�- Y7♦�` Foy owER cLAnD 3+55 TO 3+87 INSTALLED 4' 1HICKNE OF FOAMULAR 2 R AND WATEFFUNE, DIN MINIMUM INSULATION M3' 3/4 MINUS ♦ �✓ QJ Up5HED AVEL. (SEE DETAIL.C VER SHE * '\ -- 1 SEE SHEET W2 SEE SHEET W2 4960 — -- NOTE: WATER MAIN — LINE A THE GROUND RFACE SHALL BE BROUGHT T FINISHED GRADE 3/4'WATER SERVICE STAT ONING VMEN THE WA RUNE IS INS ALLED TO PRE NT FREEZING OF THE MAN WHEN FROST IS IN THE GRCUNO m 4950 VI N N N > u22' CSP Ft MINIMUM T_ SEPARATION 5' PROPOSED FINI ED 494G 6. MIN. 1.5' _-... E%I TING GRCUND I LEGRADE --- '" - H � ( ) - - —_ --� _ -- 6.5'MIN, F 6 LASS 51 D! PIPE F m COVER TYP. SS MINIMUM - 1 956 L' Z SS 0 SEPARATION 0 1.5' I c> PHASE 1 & 2 o -moo MINIMUM AS-BUILT DRAWING "_< _- a �_ SEPARATION JUNE 2001 I 1_< , STA.4+i0 TO 4+95 RESTRAINED ALL WATER MAI —LIN A -' M "! "� M.J.CONI IECTONS W/NAGALUG FC FOLLOWS GLANDS. H; vl 3 N 3 4920 5 0 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 _- DESIGN BY; DATE: DRAWN Br: DATE: DRAWING SCALES: CZo O�1�1S�M IY1I��D�1YV7 �OMI�OI V1OM��VI� DAJ & RFC T4/20/2000 OAJ & AOR 01/12/2001 @ 0 v LI LfLI LAAJS " D 0 �fLf 0 Lt JLD�'0 AAJ W LAAJ %EViS10N5: DATE. CHECKED BY: DATE, PLAN VIEW: HORIZONTAL: 1' = 50' Rocky Mountain Engineers, P.L.L.C. p >a �'V'V7I� �3G�CC4 'r LETTER 01/31/01 C2/13/2001 CONTOUR INTERVAL: 1' W%"FlIgn - doa� a Q 1%V0@a (tow V@ CY50@00 ASE 1 k 2 05/22,/2001 Civil Engineering & Land Surveying BLT—DwGS PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-48`_,. DRAWING FILENAME: /AS-BLT-8661ot1-water.dwg 07/09/2001 VERTICAL: 1" = 5' C.3 I_ 30, I ATE STA 9+04.06-IN TILLED 8"GATE J j 7 VALVE, W AGALUGS AND VALVE BOX / / 'p; CROSSLINE AGALUGS(STA 15+55.85 I \\\\ STA 3+36.76-INSYA D a'. _22-%*+1111'�EA S.W/M ALUGS STA 5+46.94-INSTALLED 8" ` x� � ti -_ — -_ _ GATE VALVE W/MACALUGS /\) 7 b+ - -- - AND VALVE BO% . STA. 3-INSTALLED 8 6'TEE _ _ I 12.1 L F...6- I. AN R H AN 7I I W/AUX. VALVE ASSEMBLY(W/MAGALUCS) / - _ 4+� - _ 5+00 4 ENCH MARK:F.H.ARROW LT. -/ GO ` 6+00 _ J EV..4942.01,CITY OF BOZEMAR DA S - - — + - N T "x ✓ram - / \ STA.5+53.94 INSTALLED TA.T_ - N T 'x " AGALUGS STA 1+55.68- •N 1 % 8'CLASS 51 D.I.PIPE L STA 8+74.59 INSTALLED 8', I•�_--1 '`I CROSS,W MAGALUGS S A 1+55.88-A LINE ` FIRE HYDRANT W AUX.VALVE �'. /� -% / 221E+111('BENDS, W/MACALUCS - STA.0408.00-INSTALLED 8'GATE 9.5' 9.5 i � `� ASSEMBLY(W MAC NCH ARK' OGS W CAP BOLT. -- VALVE,W/MACALUGS AND VALVE BOX 30' - ELEV.�4 1,CRl'OF BOZEMAN DATUM STA 1+09.69-INSTALLED B'z 6'TEE, 13.5 L.F.. 6'D.I.PIPE.AND FIRE HYDRANT W/AUX. VALVE ASSEMBLY(W/MACA[UCS) BENCH MARK: F.H.ARROW CAP B _ 8"CLASS 51 D.I.PIP t/-- 7N M LEV.-4938.56,CITY OF OOZE .� - sTA 0433.4.4-INSTALLED B"CIE '" N WATER MAIN jNE B N VAL ,W AGALU S AND VALVE BOX 00 t+00 __- _ 1�1 STA.0+15.78-INSTALLED W.11 K'BEND,W/MAGALUGS `` `i STA.0+02 TO 0+32.69-INSTALLED 2' THICKNESS A-- OF _ FOAMULAR 250 BRAND INSULATION 6"ABOVE �EXI In 8" Pl/C SanitOr Se�/e, _ I `WATER LINE,BEDDED IN MINIMUM 3'OF 3/4"MINUS 9 W `'. yCRUSHED GRAVEL (SEE DETAIL,COVER SHEE I - _ TA 1+16.6-INSTALLED 9' ; 1 9S, LUG.W AGALUGS _ WATE# MAIN—LINE F +Pa•o, E,I STA. 5 I- o�me�L Iu+02 TO 0+35- INSTALL 2' THICK ---- - _ �� ' � I ___ - -_ OF F ANULAR 250 BRAND 1NSULA ABOVE WATZ LINE,BEDDED IN MI OF MINUS 3/}z M /- \ i __ --- - CRU�HED GRAVEL. ETAII.,-QOWR`SFIEET) - \ --_- L_t- PHASE I & 2 toSo [Z'4Z AS-BUILT DRAWING — --'� - - // JUNE 2001 0 25 50 100 - o SCALE: 1"= 50' ---- ------ P a < WA MAIN IN F k o � WA ER IN—L NE B 3/4'WATER SERVICE STATIONING ly Q 4950 4950 -6 3.' - 'm `5 o STA 0+33 15•LT. > 3 m STA 1+10.5 75'LT. o< t eo eU3 _w 4 ~ n- u v� EXISTING CROU D PROFILE p o STA 1+14.s n LT. 0 o o.� m 3 o^ u �p p - --- --------- ------- -- -- - -- x a16 > m - -- U � 8 -------- -- SS _ N w - 4940 4940 N a - - - - INIMUM ARAT1oN EXISTING ROUND PROFLE ___ 1 5 'MIN _ /4"WATER SERVICE STATIONIN 15 0+ - - 'GO VER hP. _ r - a z m STA.0+49 23'RT. p^ 6.5'MIN. PIPE STA 0+80 I LT. k'a C2-3/4'WATERROSSING SE N. COVER(TYP.) g18.3 L r,e'C�A55 5t 0! m n j m F S7A 2+76 18'RT. N 3 J ; STA 3+01 31 LT. z G � STA.3+03 31'LT. - - - 4930 4930 - - _ -- - - - __ t0 i e\z 01 \ p1 STA 4+81 39•LT. PHASE 1 & 2 STA 4+ LT. < y - 116 6 L.F.6�CLASS 51 D.I.PIPE NOTE: z � ?o S $TA 5+41 19,RT. AS-BUILT DRAWING THE GROUND RFACE SH BE BROUGHT FINISHED GR E < "� $g> a b x STA 5+43 19'RT. + WHEN THE W TER LINE IS IN ALLED TO PRE NT FREEZING i�" +m Y m ,q + STA.7+56 35'RT. w vi JUKE 2001 OF THE MAIN WHEN FROST IS IN THE GROUND - �^ } STA.7+56 35'RT. F r < STA.0+02 T 0+35-INST ED 2" THICK ESS 1 < F 3 �- <YC STA 7+60 13'LT. OF FOAMUL 250 BRAN ATIQN¢' VE i `� STA 7+62 13'LT. m WATER LINE. EDDED IN MIM M 3'OF 3/4"MINUS �' - CRUSHED GR L. (SEE GET JL.COVER SHE]T) STA.G+2 TO 0+32.69 INSTALLED 2 THICKNESS �+3 PHASE 1 & 2 OF FO R 250 BR D INSULATION ABOVE n Tt'ATE MAR LINE F WATER E,BEDDED IN INIMUM 3'OF /4'MINUS AS-BUILT DRAWING CRUSHED GRAVEL. (SEE DETAIL,COVER SHEET) N JUNE 2001 4920 4920 - - -1-- - -- - - -. 1+00 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 DESIGN BY: DATE: DRANK BY: DATE: Rocky Mountain Engineers, P.L.L.C. REVI DAJ & RHC 2/20/2000 DAJ & AOR 01/12/2001 DRAWING SCALES: SIONS: DATE: CHECKED BY. DATE: PLAN VIEW: HORIZONTAL: 1" = 50' CITY LETTER 01/31/01 02/13/2001 CONTOUR INTERVAL: V PHASE 1&2 Cti OG VgG3 G�]LUM C3 �' YL^T4 n MUM P Civil Engineering & Land Surveying - S-BLT-DWGS a5/22/2001 Y6 @ g 9 9 Surveying PROFILE VIEW: HORIZONTAL: 1" = 50' �� � p��m� �4 4 1 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /AS-BLT-86610t1-woterdwg 07/09/2001 VERTICAL: 1" = 5' r CTJ j 0 D 25 4 100 SCALE: 1"= 50' 4 4 s \ _.PF L r F_-_ EXISTING 30'WIDE WATERU�E EASEMENT j - -. o II AQ r $TA,'4+58.42-INSTALLED 24'.8• A. ST 2+33. -INSTALLED ,= 4+58.23, AND VALVE BOX. 2 '+11% BE S,IN AGALU ` y / Qa STA 4+00 TO 4+30-RESTORED TRAIL AND TRAIL SURFACING TO \\A,S, PRE-CONSTRUCTION CONDITION. \ \ jJ q, \79 � J 8•CLASS 51 D.I.PIPE v\�J' 'Yy�+�\l1` J- _ I+ //�� - r. 4 __ / '� ^ 'Cam..\ x h 12 _ r STA. PHASE INSTALLED CA J si,a �� I �FQ�/ \\ '� F EPL A ED CORP,STOP WITH PLUG. A'ro 4 4 4 m BTK TEED A NN .79 T I -....� ` 1 ___=c___ / B"CLASS 51 D.I. IPE NA INE,RE IN r PHASE 1 8 2 y I �' r,' STA Aoo-Goa EDT "x 8"GROS _ A / oo 2� PHASq�1 & 2 AS-BUILT DRAWING 3 ' ° sTA 7-INs LED 8, AS-BUILT DRAWING JUNE 2001 I a 2Y BEND.w/e1AGAL JUNE 2001 +tip I i 0 4950 - - -- - - - 3 I o NOTE: THE SH CITY OF B H EMAN WATER �^p g WA MAIN - IN F I'. jIris V - m .Q AT STA. V o AN N 4+58.38 AT THE CONTRACTOR 'S EXPENSE. m �" -- o 4 WATER SERVICE STATIONING n DEPT. SHALL MANE THE T Z WATER$ER4CE STATIONING m< a 3/ -Imo- ar N; __ _ -- /WAWATER AI VICE STATIONING u< 0 4960 -,- 3�• 4960 .�. STAA.0+58 35'RTIg - �j$ No I o STA.1+87 18'LT. i STA.1+99 13-RT. +o < n i a 4940 d w PROPOSED FIN ED GRADE V' -�- ,0 F 7X EXISTING GROAN D PROFILE $ i n< - f +< I 46 m n < < PROPOSED FINISHED GRADE EXISTING GR UND PROFILE- -_--_ - - - -T- 4 4950 950 -----------_ PROPOSE)FINISHED GRADE EXISTING GROUND PROFILE______ _ ' 8.5'MIN. i COVER(TV.) J ��• - 4930 NIMINUN SEP ATION 8.5'MIN. -- %E MIN. 5, - - COVER(TVP) __ COVER(TTP.) PP ss B C1p55 51 0 -_ - - _ _ 45BA lF- - - 4940 MINIMUM � -Ft--- 4940 378. LF.8•CLASS 51 D.I.PIPE SEPARA ON PHASE 1 8 2 1'S7 PHASE 1 S 2 AS-BUILT DRAWING AS-BUILT DRAWING JUNE 2001 JUNE 2001 24 V WIR 4920 ATER MAIN LINE C HATER MAIN—LINE D WATER MAI —LIN E _-_1 - _ _ _ I _- 4930 - __� _ _ ___. 4930 L_ - 4+00 3+00 2+00 1+00 0+00 0+00 1+00 2+00 0+00 1+00 2+00 3+00 4+00 DESIGN BT: DATE: DRAWN BY. DATE: ^0Uvm M�,�DO� ^@M)@W O ^ Rocky Mountain Engineers, P.L.L.C. DAJ & RHC 2/20/2000 DAJ & AOR 01/12/200t DRAWING SCALES: `C��J L/n�`1 (C�J REVISIONS: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' c�JLf1.J�2 L5 1J 55 Itt LETTER 01/31/Ol 02/13/2001 M!7/1 o D � CONTOUR INTERVAL: 1' uJJ[,",� Ln] L5 (f`J D MI N1 PHASE 1 41 05/22/2001 1tTV]1 OIZ Civil Engineering & Land Surveying s-BLr-DwcS PROFILE VIEW: HORIZONTAL: 1" = 50' VERTICAL: 1" = 5' 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 '+. DRAWING FILENAME: /AS-8LT-866Iot1-.oter.dwg 07/09/2001 � �T`� mQ iiQQQ 1 I l 'yam ', V' 51A. 5+70 CA57-GRAE _ \ STREET GUTTER DIVERSION ( STRUCTURE AS PER CITY OF BOZCMAN STANDARD DRAWING INSTALLED PEDESTRIAN Hondlcap Ramp No. 02529-14. AMP PER CI TV OF Sur. 4+84.7(LT), depressed ;t-- R' R INSTALLED PEDESTRIAN BOZEMAN STANDARD curb for handicap ramp. t y DRAWING No.02529-8 ll Built romp on left side only. - v RAMP PER CITY OF + -BOZEMAN STANDARD _ - _._ - -- -_ - -- - ce Handicap Romp DRAWING No.02529-8 1 + Sta. 11+31.8(LT) and Ste m E istin9 8" PVC anitor is - o v m 6=00 ---- 11+903(icap depressed curb n a f�2 7+00 8+00 for handicap ramp. Built `1 n A N O ramp on left side only. A o O um parr Cu de sac N'1 O - q+pO I rye/ `70+0� Ex(afing Manhob Easement /! II 0 ---�_ � II >' 0 Graf c', Finish Rim E1: 4942.79 Handicap Ramp > 0 tl Exist. Rim E1: 4940,87 Ste. 0+29(LT) and 1 - 3+0 a Removed manhole cone and 01 N 0+29.5(RT), depressed curb p 11 + added 2 ft barrel section. N - P for handicap ramps. Built o O t 0Adjusted rim to finish grade. m INSTALLED C.O.B.TYPE I STREET II+Oita 1 `� romp on left side only. + + 2+p0 t N� Exislln Manhole 5 MONUMENT BOX,(TrP.of 5) _ o•+_ 3+00 I - I 1 9 SEE C.0.6 Dwq.No 02529-3 D --�_ - rn Finish Rim E1: 4944.59 -- - -I Existing Manhole /3 Curb Radii Exist. Rim El: 4943.35 II f�12R 00 13+00 +00 Finish Rim EI� 4940.28 Ful curb radii on Right was Removed manhole cone and 14+00 0+00 Exist. Rim El: 4938.49 not constructed at this added 1 ft barrel section. Nr / Removed manhole cone and time. Pavement was Adjusted rim to finish grade. + added 1 ft barrel section placed through future Adjusted rim to finish grade. intersection on Right. Existing Manhole 16 a Existing Manhole 14 p ` 1 _ Finish Rim EI'. 4948.87 Finish Rim El: 4952.10 T m Exist. Rim E1: 4947.56 Curb Radii Exist. Rim E1: 4950.82 I n p Full curb radii on Right Removed manhole cone and o /-__ yy Removed manhole cone and C Existing 8" Water MolnJ 11 - !mil l -L added 1 ft barrel section was not constructed at added 1 ft barrel section. Adjusted rim to finish rode. this time. Pavement was Adjusted rim to finish grade. ca Existing Manhole 11 + l' WaNr Valve Boxes PHASE 1 & 2 9 J BARRICADE INSTALLED DEAD END placed through future II Finish Rim El: 4932.27 J Existing Manhob 12 Adjusted all Water Valve Boxes intersection on Right. BARRICADE CITY OC Mo. 09N Exist. Rim EI', 4932.09 O Finish Rim El' 4934.46 to Finished Asphalt Grade. See AS-BUILT DRAWING + STANDARD DRAWING No. 09510-2. w s• Exist. Rim El: 4933.53 C.O.B. Sid. Dwg. No. 02213-2. JULY 2001 0 25 50 100 -• Removed manhole cone and added 1 1t SCALE: 1" on barrel section. Adjusted rim to finish = 50' - 100.000 VC 100.000' VC 0.700% PVI STA = 5+46.13 PVI STA 7+00.18 PVI ELEV =�4942.88 PVI ELEV 4943.90 1.393 A.D. _ 10.777 n au _ _ _ -- -- Z o 1 0.000' VC I N !a A.D. = 1.303 a0 ro 0.508% - 'tO - 4950 PVI STA = 0+47.04 I rn K = 12Q.738 6 ,.i K = 16.755 a - - 4950 an PM ELEV = 4933.16 -- - .6 N + a' "' a rn r PVI STA = 2+19. 9 01 v ,� a + rn + a __ io n y o a A.D. = 1.786 PVI ELEV = 4938.18 a, + a w v -_' PVI STA 11+03.31 q K = 52.565 J- _ N - o N w in A.D. _ -1,472 v i w Gi Gi % 93.880' VC on K = 101.896 + rn Ji > t' 6 ,a'' n PVI ELEV 4949.64 + ,O m + rn U w W m m W w N O n rn A.D. D.665 - M,d 0 a < ri o a K 13.018 ..DO ui w a o r rn > - III" on a N w n N o ce m > w ,mn ± o" PVI STA = 13+51.06w e p ' 1.43 % "- -- ^ _ UND PROcIL m, w �, a N, w _ _PVl ELEV = 4953.09 4940 g N + XISTING GR A.D. _ -0.693 4940- + m lii f° I PVI STA = 9+53.62 tw,t w w K = 1144.397 Nw ca w - d PVI ELEV = 4948.88 m m I > > A.D. = -1.457 100.000' VC 100.000' VC m co Zy,\% PHASE 1 & 2 n K = 68.623 _ - - AS-BUILT DRAWING I _ 1Do.gOO- VC JULY 2001 East C rb - Graf Street _ 4930 4930 2+00 31:?0 4+r',:_� 1+00 6+00 7+DO 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 +00 0+00 1+00 100.000' VC 100.660' VC 0.7 09 PVI STA = 5+54.29 PVI STA 7+00.25 - PVI ELEV = 4942.87 PVI ELEV c 4943+91 15D.DDD VG N N A.D. 1.307 N N r0 u) rn C 495C PVI STA = 0+53.35 = vq n N '^ __ 76.491 - - _ - - - ,^� a6 A.D. -0.744 „f m o+ 4950 PVI ELEV = 4933.23 : a -K o a 0.5007. ___ rn n rn K 34.398 N o n v1 a o N + N PVI STA = 2+30.93 + rn A.D. 1.651 PVI ELEV = 4938.16 n 'n a N o+ m e a a - _- - -_ ._ �m n N K = 64.268 01 N o a a 0% - o e m rn a o - a Ji t;i A.D. _ -1.3'20 ai + an vi w 2 02 0 - m n cam U 106.1,20' VC I w c� o > > _ ui of tO of K = 113.668 a ? > m m W w - ---_ rn I + °�' + .� f v > >i _ w w U W w .. .. + Irn + a o a C'iw m m w _ o n ; m m 0.713% w w __- &i W > > Lu'i > w u' I PVI STA = 13+49.36 `$ < _ __ --- - - -1 m> m w W m m PVI ELEV 4953,09 N + On tii .. t.457� _ _ _- - - - _ o N __ _ //_ -� PVI STA = 10+96.8 A.D. = -0.666 4940 4940 o+ Ui `L11 m m _ - �- {- EXISTING GROUND PR FILE PVI STA = 9+46.80 PVl ELEV 494464 K = 151.904 o on a > > _ -- PVI ELEV = 4948.89 A.D. =�0.866 _ 101.170' VC w w _ A.D. = -1.520 K = 115.472 _ K = 65,795 100.000' VC 100.000' VC PHASE 1 & 2 AS-BUILT DRAWING West C rb - �Graftreetl JULY 2001 4930 4930 =.+nn 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 -1+00 0+vi, 1+00 ' �1 p Q�^�+ /� - DESIGN DA BY: DATE. DRAVM Br. DATE. DRAWING SCALES: �JJOMMW M DD @y Rocky Mountain Engineers, P•L•L•C. DAJ & RHC 01/16/2001 p Ot/16/2001 U (�M(��� REMSIONS: DATE: CMECxED BY. DATE: PLAN VIEW: HORIZONTAL: 1" = 50' UUl1IKL CITY LETTER 02/13/2001 CONTOUR INTERVAL: 1' a 01/31/200, (�3n, 0 �4G3C C M @M m 0 ®M44GG3 r� 37'Width 06/21/2001 Civil Engineering & Land Surveying Traffic Culminq 06/28/200t RNC o6/28/200t PROFILE VIEW: HORIZONTAL: t" = 50' Y 9 _.-It 08/21/200, pdpp A pQOpmQ a @ 9V 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /os-blt-866Lotl-Streets,dwg 08/21/2001 VERTICAL: 1" = 5'