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Crescent Valley Professional Center Condominiums
a`bp I VALLEY UNIT SUBDIIVISION PHASE ONE B L 0 I C K 14 — V — SPRUCE MEOW CONDO —� G J 1 I\�\vJ�-/• 1\\`vJ�/ IILJII } 'VJ Ill IJ1 IILI—Jl \ILJI/ WEST BABCOCK ST rm RE n /� n - - - �— _ - - L�Q000000 0 ML�I� 0 D 0 M ST BABCOCK ST. O I I I I �IF E%ISTING I i1P I � I / rr--- L sLoc_� �cI e1 I I I ti �°s1 z I I o I ! - - MZa7� -� QaD OOWjOG - - - I I 1-1 I o IL I F_gL0G 1 O OO�OLJULJ�L LI[� UIJUOLJ J LJ �LJ LJ� I I W I IUI Da I L�LQG—J of I ^ I I 1 C/ I bl I L_" L J I °`�p Y I °s� I I LI z EJI z : =J¢ L- — _ _a I GENERAL NOTES I d Llasnr+c 1 I C) m 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO D I ` L r�ARACE , W J BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION I I L J°�aL J W � I m � I I OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING Ib I I I LEB�D j a �0�9 I �0� CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION I I I I - - ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. I I I 6I - - 2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND R ' I I _ THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, QO j DATED JANUARY, 1996, AND THE CITY OF BOZEMAN MODIFICATIONS, MAY 1997. 7 1 I I B 0� 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS 17 1 I °� �` 5 I 1 COVER SHEET AND DETAILS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OS — AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 1 u' I I I e� 1 — WATER LINE, EAST GRANITE AND RAVALLI 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT — ..(_ �J /� OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER �y I I — I— — 2 — WATER LINE MAIN 'B' AND MAIN 'C' WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND ---- 6 I MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO I _ °` I I 1 °°I I 3 — WATER LINE MAIN 'D' THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE 2 OS 5 6 7 MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND IF1 I EXIS11G S ti MATERIALS BY THE ENGINEER. m I I I BLDG. I I I Q� I I 4 — WATER LINE MAIN A AND SEWER SERVICES 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL I — —J �— �- — — — —1 L 5 — SEWER LINE, MAIN 'B' AND MAIN 'C' 6. BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION a'rrx— OF THE CONTRACTOR. ALf�-e'tt-999CB6T re•m— RAVAtu STREET 7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 703 AT sI m— r r THE NORTHEAST CORNER OF FERGUSON ROAD AND FALLON AVENUE. _ ELEVATION = 4819.08 (CITY OF BOZEMAN DATUM) I Ij 0 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. o I y`{',,i 100�-�= — 9. THE CONTRACTOR SHALL OBTAIN STREET CUT PERMITS FOR ALL WORK DONE I I q 1 �0 — 111 p�'o� 41 I �0< I I WITHIN PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED I — DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. I < 1 L— e5` e•"�" lea I — �r �-- — — + 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. 12. ALL SEWER TAPS ARE TO BE MADE BY THE CITY OF BOZEMAN AT THE CONTRACTORS - I II 0� I I 0� Ot 0j EXPENSE. IT IS THE CONTRACTORS RESPONSIBILITY TO EXPOSE THE MAIN AND EXTEND Ibl 11 I I I S THE STUB. ALL EXISTING SEWER MAINS WHICH HAVE BEEN TAPPED WILL HAVE TO BE C I III I I I L-� AIR-TESTED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO M.P.W.S.S. �01ry q, I I I I I A _ — J — — — —mJ 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN a°'0 z l I I W I W I I FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. ^I I (n 14. EXISTING WATER VALVES MAY BE OPERATED ONLY BY CITY PERSONNEL I I I o I& AS—BUILT DRAWING a A I I DETAIL — BASE FOR MANHOLE #3 AND #6 I I I Q JULY 1998 CURVE I IIII 01 M I I m l °S9 O) 1 p�A j DIRECTION CHANNEL OF FLOW N E SEE STANDARD DRAWING 02722-5 TOP OF SHELF O ELEV.OF ,eRI I I L_J I y I I THE 8-tPIIF��lNEL ALIGNMENT. TOP OF 8'PIPE EAST GR 1TE I I p 5' I I I I S DPE 9 1•PER FT 01 0 60 100 200 ch ; L J I v I 8'PIPESET BOTTOM SECTION OF BARREL SCALE: 1"= 100' 8'PIP ON 6'CONCRETE BLOCKS(MINIMUM OF 3),SO THE BARREL DOES NOT BEAR ON THE EXISTING 8'PIPE. ; 6 I I 1 16 / •8'R _ POUR MANHOLE BASE IN-PLACE. z i — I / ••- • MIN II I L - - � � B' - I EAST GRANITE AVENUE PVC I 15" h� -T — � � $ PLAN VIEW SECTION V—IT SANITARY SEWER DETAILS _ — B L O C— — —�— K 5 I + + * NOT TO SCALE \�' 1 , L 1 � _ I I t Rocky Mountain Engineers (� I ROJECT BENCHMARK: I --- � � I_ + nr.s. FALI,QLI_STD— — FALLOW STREET -_ ngineering & Land Surveying �aIG— � VICINITY MAP Civil E I�11 T c e 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 I VALLEY COMMONS I °t` EXISTNCrI� BUSINESS BARK SUBD.B L D I Q� I B�Gr I IC K 1 '°S I I I UNLESS SIGNED,SEALED.AND DATED DRAWING FILE , LE NAME: /7B6-AS-BLT.DWG 08/218/98 THIS IS A PRELIMINARY DRAWING SET. 9-4-9 r STA.0+8 I I I I STE 7-INSTALLED 8•GATE VALVE 1 I I © I I PATH THRUST BLOCK AND VALVE BOX. 11 I ti, I F---� I I I i II I I I I + I D STA.0+00-INSTALLED Y I Ta 1+01.74-INSTALLED 8•XB• I I \ V BEND WITH THRUST BLOC( I TEE WITH THRUST BLOCK.SOUTH 12•ABS CULVERT FOR AND WITH 9.70 8•REDUCER,EAST I I I I n I ®1 I u cl I I I I I \ I I II I ass s2 6•DUCTILE STA.1+17.98-INSTALLED 8' 22 IRON PIPE BE WITH THRUST BLOCK I I~ ^ I I \ I L Iz 0+00 - + IL I I i I ---- ® r6 AST GRANITF, �------ - - ZLQ I 1+0o I ■■ I r cus 52 e•DUCTE IRON PIPE � I EXISTING \ I I 5 I I I I IR STA.0+00-INSTALLED 8• M.J. L I I II BUGG. O STa 2+80.84=IN 6• 22 \ '° Q I WITH THRUST BLOCK I Ot PLUG WITH THRUST BLOCK L_1. I i I LLl I STA.0+02-10'LT-INSTALLED BLOW-OFF T .05-INST I I I STA.2+35.28-INSTALLED 6•GATE VAL ,.{ I I Z I I HYDRANT-SEE CITY OF BOZEMAN WITH 8 TO REDUCER TO EAST — L♦ I L J STANDARD DRAWING No.02718-7 WITH THRUST BLOC(_STa 5+81.78 J WITH THRUST BLOC AND VALVE B I I O I CURB STOP INSTALLED 7.6'LT 1+00 — — 2+00 — — 3+00— 7 4+8.9 _ 1 -IN T 6•%6 I s•wm I7 I lilt WITH THRUST BLOCK + I — I O I °+°° ®=RA+ALt� I L I I - - - - CLASS 52 8•DUCTILE IRON PIPE II ITTME3 I I I =I y 12'ASS CULVERT FOR IRON PIPE F+i 1Y A85 CULVERT FOR UTILITY CONDUIT i J �7 IN Q I I I 6 I I I Ul1LITY CONDUIT , r--- W I t7 �Ot Ir STa 4+98. -R O E%I DNG e•PLU I OS,� AND THRUST BLOCK-4+95.0 INSTALLED 6 GATE I I ^ 1r I L \ x II II VALVE WITH THRUST BLOCK AND VALVE BOX I I I I STA.6+22 SOLID SLEEVE I CONNECT TO EXISTING 8•D.I.WATER UNE I _ STA.4+65.81 -INSTALLED 6• I 12•ABS CULVERT FOR I WITH LID. BEND WITH THRUST BLOCK I I' UnUTY CONDUIT O St I I I 6+ - —c•rm 1 I I I ri, � STA.5+93.62 INSTALLED a• 45'BEND rRUSWITHnTBLOCKLi Ta +4. —n SNc a PLuc D THRUST BLOCK-INSTADVEWITHNEC77THRuTIBL DvA ENoxEXISsrG ocDANWATERLVUB L JI L IIII —II I NOTE: NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN u K THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN T O THE WATER UNE IS INSTALLED TO PREVENT FREEZING OF THE MAIN V ro o J WHEN FROST IS IN,HE GROUND. WATER MAIN EAST GRANITE p �mW = m= _� w a nW THEN FROST IS IN THE GROUND. a a m jp o= o �;� WATER MAIN RAVALLI11YgmyfJ.' - OO� U O x * p i .itaoo`J` 4u� b Z� v=pi aig X 1" b y$oTo z� Izm'��NyW' mpy"zucpiu <m j m m Z8;^ ao 6t€W� fy�YY� W U % N ♦ T m O Z m O� pp •b �q7I �p7I Zp V1 UY 6 25 2JUz. qU < py~p J�J ZZU['pdaa� > gg < « ZU MF �Wz b ++ �� G N~�� ��UO Od�• NNN '°'° wJhZ < MR. < <O z � = rn H to n EXISTING GROUND PROFILE EXISTING GROUND PROFILE N �; m >u +$m 1$I Y ** m I m m I m C PROPOSED FINISHED GRADE z b ,mmn Y yp m R '�R F€ r r < PROPOSED FINISHED GRADE r<d d a d d M� 6.5'MIN. -— -- ——_ COVER(TYP) _ 6.5'MIN. COVER(TYP) 740 LF.CLASS 52 e•DUCTILE RON PIPE MIN. 359 LF.CLASS 52 8•DUCTILE IRON PIPE MIN. 535 LF.CLASS 52 6"DUCTILE IRON PIPE SEPARATION SEPARATION 5' AR 02 LF.CLASS 52 B'1 DUCTILE IRON PIPE ss � 1• WATER SERVICE STATIONING_ 3/4' WATER SERVICE STAT IONI NC_ AS-BUILT S-B TILT DRAWING R A WIA G STA. 4+09 81.0' (RT) STA. 1+89 37.5' ((L7) !1J UlJ fl/'1 YY IVl7 STA. 4+81 51.0' RT STA. 1+91 38.0' (LT) JULY 1998 EXISTING GROUND ELEVATIONS APPROX.WATER LINE INV.ELEV. STA. 5+12 51.0' RT) STASTA. 3+18 16.5' LT EXISTING GROUND ELEVATIONS rAPPRO..WATER LINE INV.ELEV. STA. 8+12 47.5(RT) STA. 5+32 18.5(LT) / a795 Wg 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 Rocky Mountain Engineers g I n e e r s DESIGN BY: DATE: DRAWN BY DATE: DRAWING SCALES: C AOR/RHC 12/23/97 AOR 01/26/98 PLAN VIEW: HORIZONTAL: 1• = 50' ------ REVISIONS: DATE: CONTOUR INTERVAL: 1' ULf1JL5L5 CHECKED BY: DATE: Civil Engineering & Land Surveying CITY LETTER 03/04/98 RHC QLn�'�� ®WL 117�i1UL5 s O W4J 1/L 1L5L51J W[ 1�LSW AUG I�W�J 9 9 J 9 AS-BUILT 07/20/98 PROFILE VIEW: HORIZONTAL: 1" = 50 Cl O2 !� 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/18/98 VERTICAL: 1" = 5• GJaQa pQmQ �Q LJ L� NJ N FERGUSON r ROAD t- - - 12'Ass CULVERT FOR 12'ABS CULVERT FOR UTRITY CONDUIT -------------------------------------- UTILITY CONDUIT I ®- -s5 ® STA.3+08.38-INSTALLED 8'X6'TEE I I I -------- -------- ---- --------------- 11 LF.6 D.I.PIPE,AND FIRE HYDRANT STA 8+40.29-INSTALLED 6'%6'lEE WITH AUX.VALVE ASSEMBLY(WITH THRUST 29 L.F.6 D.I.PIPE,AND FIRE HYDRANT BLOCKS AS SPECIFIED) WITH AU%.VALVE ASSEMBLY(WITH THRUST ~ I WITH THRUST BLOCK AND VALVE BOX VANE BLOCKS AS SPECIFIED STA 0+00-CONNECTED TO W ' ^\•'� TEE=STA.1+01.74 EAST GRANITE STA.2+2J-INSTALLED 6• 45'BEND (SEE SHEET 1) STA.2+84.80-INSTALLED e' 45'BED WITH THRUST BLOCK WITH THRUST BLOC - WATER LI E MAIN C - w ti TA.11+21.s-INSTALLED e'cATE vALVE _- - 1 WITH THRUST BLOCK AND VALVE BOX. I ® �� - - - 6+� J L----- `C W TER LINE MAIN B r- w 5+Do \ STA.7+59-INSTALLED 6' 45' / '- BEND WITH THRUST BLOCK _ e ss \ t DO ---------- --- ----- �\ / ry` STA.2+93.40-INSTALLED e' 22K' 11' IRON PIPE \\ L o / / EASEMENT(77P,) 1 I I q \ \\ g Ip• / BEND WITH THRUST BLOCK V CLASS 52 8'DUCTILE IRON PIP \\ \\ 12 I 1 / STA.8+B0.23-INSTALLED 6' 4' STA.2+67.8-INSTALLED 8'X6'TEE \ 9 I / /0. BEND WITH THRUST BLOCK WI L.F.8 D.I.PIPE,AND FIRE HYDRANT / WITH AUX.VALVE ASSEMBLY(WITH THRUST / STA.1+25-INSTALLED 8' 22{'BEND I / BLOCKS AS SPECIFIED) I I la WITH THRUST BBLLOCK V I g 81 STA.0+20.50-INSTALLED 6'GATE VAVVE STA.8+ 9 0-INSTALLED 6'GATE VALVE / STA 3+84.39-INSTALLED 8' 45'BEN WITH THRUST BLOCK AND VALVE BOX. WJH THRUS BLOC(AND VALVE BOX. I vITH THRusr BLocG�� I I Q,' I i -I sTA.4+51.18-INSTALLED B'GATE VALVE WITH THRUST BLOCK AND VALVE BOX. i / I a _ILUTILITY ABS CULVERT FOR I I STA.8+98.90-CONNECTED TO 8'XB' //.. UTILITY CONDUIT I STA.0+00-CONNECTED TO 8'X6' I TEE AND(8+96.7)REDUCER=STA.12+58.5 YY TEE-STA.8+89.50 WATER WATER MAIN'D'(SEE SHEET 3) I I MAIN'D'(SEE SHEET 3) - -- ---------- --- - ------- ------ --J - ---- ® -----J --- - - - -----�1- ------ --------� rW1n r -- --J --------� F ------- ------- ------ II t----------- STA.5+D5.1 z-CONN cTED ro e'xe' N L- I L-J I 144 11 TEE STA 4+08.81 WATER 4L I I II MAIN'D'(SEE SHEET 3)II ' m M ► I� NOTE: NOTE: _ - THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WEN GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN > THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN '- m THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN k, € �„'NO � THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN WHEN FROST I5 IN THE GROUND. € n <m m WHEN FROST IS IN THE GROUND. WATER LINE MAIN I C m o + 4820 4810 I m < WATER LINE MAIN B -{ " �� a 'i3^ m�, a Dlln yyW Z Z pZ m m yy, =d>Jy� 10m 1 Zm U�W WZ4� �O UJW " - W 1~ll •F N<' Z�. 48OS m Zy ry �m cHv _ EXISTING GROUND PROFILE ?��w UU$ �Yjj o EXISTING GROUND PROFILE ;<U SF r> $ n - e z PROPOSED FINISHED GRADE m m- - PROPOSED FINISHED GRADE r r€ r - - ---.- _------ - " m z $#m m# vr# m# moz 3m�t< m¢ vO1irc m� v< / 4B1., n - �- �+R�'a" u� .+ a+o +ice 1 �--- _ _ NXM 6.5'MIN. -- --�_ 6.5'MIN. �� COVER(TYP) COVER(TYP) 4805 79- _ MIN. - PARATION ass L.F. CLASS 52 6'DUCRLE IRON PIPE a MIN. SEPARATION 504 LF. z �O CLASS 32 8'DUCTILE 9Tgy PIPE MIN. �.,xo z m ��� < 3/4' WATER SERVICE STATIONING Q K >m SEPARATION x <m m z m 'oa �1y 3/4' WATER SERVICE STATIONING STA. 0+3e 18.5(LT) •-15 S o °D< `� iR STA. 1+16 30.0' (RT . > STA. 1+13 19.5' LT ' ° ❑> w o�J m; STA. 1+72 29.5' (LT; STA. 1+15 22.0' LT `^ �m m m m STA. 1+81 37.0' ILL"I AS-BUILT DRAWING STA. 2+0822.0' RT 3 n F a z i STA. 2+81 37.0' LSTA. 2+06 22.5' RT w m <',o r< STA. 2+83 35.5' Z i STA. 2+79 20.5' LT u'w ?$ o i 7:5 z wa<� z 3£ STA. 4+19 27.0' RT �0 STA. 2+81 20.0' LT zm i o ay"a 2m5 STA. 4+21 27.0(RT) + I m STA. 3+57 24.5' LT .+o m -m m a STA. 4+60 16.0' (LT) JULY 1998 1 1O� STA. 3+59 24.0' (LT) - ` ^'' 1 d $o�' 1 1 g� ,�+ri>N my STA. 4+62 16.0(LT) $h n¢ $�,- a Nrc "'� a� $ •< � STA. 5+94 26.5 RT o II�' �X I1P �� +cF rv� STA. 5+98 26.5 RT F EXISTING GROUND ELEVATIONS APPROX,WATER LINE INV.ELEV. 2 F c F F U STA. 7+13 50.0' LT r r ,�o r STASTA. 8+1s 50.0' LT EXISTING GROUND ELEVATIONS APPROX.WATER DNE INV.ELLV- 4 LT STA. 7+53 28.5' LT m„ n pQ an og �w a < 8, p.6 aY -N rvm ,o,p, orn o'$ nn °'. <. Y O+GO 1+GO 2+00 3+DO 4+G0 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+DD 9+DO DESIGN BY: DATE: DRAWN BY: DATE: DRAWINGRockY , Oun}QIn Engineers SCALES AOR/RHC 12/23/97 AOR 01/26/98 PLAN VIEW: HORIZONTAL: 1• = sG• C�G3Q�3C�C�(�4 �'Ilrl(�dC��7 �'7C14C�G3 LaG7D �C�C�L�Gi �Ga]pG30�`7C�Ga](�a4�3 Ca MI�(�� REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' eUlIL1L5L5 CITY LETTER 03 04 98 ryy7 a I--T a F1 193,9 e Civil Engineering & Land Surveying AS-BUILT 07%20%98 RHC PROFILE VEW: HORIZONTAL: 1" = 50' wQ��w WQUw a QaD �7R^ 79U2 �]&OM 9@D ^ O� 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/18/98 VERTICAL: 1' = 5- P150 A 1p5301#hL9 @DMV �J T 12"ABS CULVERT FOR UTLITY-CONDUIT �--�- - 12"A85 CULVERT FOR UTIDTY CONWIT 7 I w I wI rW� - - --------- -- -J L---- I --------- S / ----------- e -------- ----------------- o - ------ 'i y I 7I I q w `� I I I I STA.13+6.0-CONNECTED TO EXISTING 8" STA.0+00-CONNECTED TO 8"%6 I I I I I" I D.I.WATER LINE,REMOVE EXISTING 8'PLUG I ITT /w��` STA.12+5&75-INSTALLED B"%8" I AND THRUST BLOCK,INSTALIED 8'TO 6" a STA.5+81.78-CONNECTED TO 8% REDUCER 13+80 AND 8"GATE VALVE W1 TEE STA 3+12.50 EAST GRANITE STA.9+32-INSTALLED a"XB"TEE )(SEE SHEET 1 CROSS AND REDUCER STA SB.OS RAVALU TEE WITH B TO 6 REDUCER,WEST I THRUST LOCKS AND VALVE BOX STA.4+05.3-INSTALLED 8"%8"TEE I q (SEE'SHEET 1) I I 27.5 L.F.6 D.I.PIPE,AND FIRE HYDRANT AND THRUST BLOCKS ------ J �J STA.6+89.50- INSTALLED B"X6'TEE NTH AU VALVE ASSEMBL ("IH THRUST I Frl T BLOCKS AS SPEC FIED �7J EAs+ NTH THRUST BLOCK AND VALVE BOX. - WTM 8 TO 6 4+01.1 REDUCER,SOU I I-I I i WITH 6"TO WEST AND THRUST BLOCKS � �- s•ss 1+00 3+00 -- °ems--- ®® -- - 4.--_ --- -- -_----�� -_�- ---_----J 13+00 �� 13+820 + -INSTALLED 8 GA1E VLE AND THRUST BLOCKS - - 5 B+GO 11+00 00 -- -- - -_- - --- 4+00 I +00- -- B+00 ------ 9+00 r 10+00 ------- --- _ --_ - ---- --- ------ - ------- 12+0 I O GLASS 52 6"DUCTILE IRON PIPE �.5• R LINE MAIN D T 12+09.9-INSTALLED 8"GATE VALVE STA.5+06.4-INSTALLED 8"%B"TEE WI THRUST BLOCK AND VAL BOX 11 225 LF:a D.l6 D.I.PIPE,AND FIRE HYDRANT CLA 52 8'DUCTILE IRON PIPE L-J � L- 'WATER AND SEWS PATH AUX.VALVE ASSEMBLY(N1TH THRUST 12'ABS CULVERT FOR TA.12+37.80-INSTALLEp B" 90'BEN WA ER LINE MAI D EASEMENT(TTP.) BLOCKS AS SPECIFIED) UTILITY CONDUIT STA 6+7B.90-IN'. AL ED B'GATE VALVE N17H THRUST BLOCK THRUST BLOCK AND VALVE Box. 1 STA.13+78-INSTALLED B L TEE, STA.0+10-INSTALLED 6"XB"TEE °L 7 LF.8 D.I.PIPE,AND FIRE HYDRANT 9 LF.6 D.I.PIPE,AND FIRE HYDRANT I WITH AUX.VALVE ASSEMBLY(WITH THRUST WITH AUX.VALVE ASSEMBLY(WITH THRUST BLOCKS AS SPECIFIED) BLOCKS AS SPECIFIED) L� nj Is - ------- --- _ ry I ry ry r q 2-0 r r--1 - ly J� I � IL-il II §,m RczRi I1 � I L r L I -Ectl-wS1"-Na0-JI NOTE:GROUND THE GRNO SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN F-7 THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN > m WHEN FROST IS IN THE GROUND. m m F <€ o C. EXISTING GROUND PROFILE 1 0� o m�m z n H 1 w ^< mr ,� 406.6 L F __ PROPOSED FINISHED GRADE + PIPE. $� � �ap? o>m ci��n CLASS � B"DUCRLF IRON �1`' -1 - , - .00� L~ m� mS m�a n�0 mOQK� IN • � rc o SEPARATION x LT i Q m STA. 1+61 37.0' ((((((RT)))))) 1.5' 975.7 L.F, u a � STA. 1+83 37.0'�(R7 CLA b> STA. 2++70 27.0' ILT - SS 52 8'DUCTILE IRON PIPE ----- w o i STA. 3+32 47.0 RT a m w Q STA. 3+34 47.0' RT z v STA. 4+88 32.0' RT =aw<U $ STA. 5+00 31.0' LT a� STA. 6+03 33.5' RT �i + k'o n-, n .a°✓, m STA. 7+58 46.0' RT € cf + m io o F w o i m� STA. 7+80 45.0 RT � rc STA. 8+00 25.3' LT c �m✓ri o1D<O1 STA. a+02 25.0' L7 zm o FI^ > II STA. 9+16 27.0' RT i STA. 9+87 27.0' RT m STA. 9+67 28.5' LT ? U is<� i)f � � i m'^ .p� MIN. STA. 9+69 28.5' LT z to - b o - Q SEPARATION STA. 10+68 38.5' RT n'� I o�u�ii - I _ I I m m �� 1.5' STA. 1 38.5' RT o N > $w m 000{{{ m - STA. 11+34' 26.5 LT 'B g�>i 'm - '- STA. 11+38 26.S LT n STA. 12+77 34.5' RT $q� r�iy � ' �� e€ e€ < .. STA. 12+79 34.0' RT ��c rQF8 4� STA. 13+51 7 12.5' LT 1^�� mN��i AOm I o�BS nmx< WATER LI E MAN D EXISTING GROUND ELEVATIONS APPRID WATER LINE INV.ELEV, r� AS-BUILT DRAWING ""gym JULY 1998 0 o mn o m m m m� ,m 0400 ,+00 2+00 r _ .. 3+00 4+00 5+00 - 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 DESIGN 8Y: DATE: DRANM BY: DATE: DRAWING Rocky /V I o u n t a i n Engineers AOR/RHC 12/23/97 AOR 01/26/98 PLAN VIEW: HORIZONTAL: 1" = 50' @WL595@L5W L1 vVQe 11�w V�l Q4L5U,_1 QpDp ��Y��� ��IYWOO lJ L5LAA1L5W�� (��LJ� REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' I�r-� fvI rv1 c�.JW���Civil Engineering & Land Surveying CITY LETTER 03/04/98 WQ4L5 l LAt QOW D 9 9 Y 9 9 9 AS-BUILT 07/20/98 RHC PROFILE VIEW: HORIZONTAL: 1" = 50' O� 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/18/98 VERTICAL 1" = 5' I�dQ�• � ��(� �(�4 A i t I I II I A_1D I A-B A-9 I I � I GGNNEG1.T EXISTING 1 'D.I. ry I I 17 III WATER LINE. REMOVED EXISTING10*x 10'PLUG AND FERGUSON ROAD — — A.+45 I ITHRUST BLOCK. INSTALLED 10'x8'REWCER AND 8'GATE VALVE WITH THRUST BLOCKS AND UTI ABS OUDIRT FOR UTLTY QUITVALVE BOX.— - - - - - STA.6+12-INSTALLED 8'X6'TEE 'ABS CULVERT FOR1G L.F.6 D.I.PIPE,AND FIRE HYDRANTILITY CONDUIT �10+00 1+00 STA.1+64.45-INSTALLED 8' 90' WITHAU% VALVE ASSEMBLY(WITH THRUST1I BEND WITH THRUST BLOCK BLOCKS AS SPECIFIED OSTA.2+36.55-INSTALLED 8' 90' —— — — TA. =STA4-CONNECTED TO 8'90' '4IVE Y U�BEND WITH THRUST BLOCKEND=STA.0+00 EAST GRANITE F+d -ASEE SHEET 1) I A-0---------- I I A-5 --------- L3+ --------H00---- --- � OA-4 III � � CLASS 52 6'DUCTILE IRON PIPE Ll IV I I II I ;® � FAL ON ST_ - -� '�0 T — T — NOTE: THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE WHEN D�J SEWER THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF THE MAIN WHEN FROST IS IN THE GROUND. WATERLINE MAIN A ANITAR 1 JE 11 I 463� 1' WATER SERVICE STATIONING rc o STA. 2+50 22.0' (RT) € STA. 5+77 42.5 RT o 4fi7-, y'2. WATER SERVICE CONNECTION m V EXISTING GROUND PROFILE— (NOT PART OF THIS CONTRACT) pii ww STA. A-1 24' < W PROPOSED FINISHED GRADE STA. A-2 31' 4 G g STA. A-3 44' -(SEE SEWER PLAN VIEW THIS SHEET) i a Pi'w ++ _ w 6.5,MIN. COVER(TYP) MIN. SEPARATION - 1.5' p< s Z p 646 L.F. CLASS 52 8'DUCTILE IROR PIPE - uFia�*� xE W�m m m CONNECT TO E%IST LNG SS STUBS 4' SAN_1TARY SEWER SERV IGE EXTENSIONS u o ai (NOT PART OF THIS CONTRACT) U RW p m r STA. A 2 70' A-5 STA. MHD 1+10 SE CONNECT 38.0' _= A-4 STA. MH-A Ot35 S CONNECT 53.0' F QOO MH STA. A-3 112' A-6 STA. MH-D 1+07 SE TAP 35.5' A-8 STA. YH D 0+50 NE CONNECT 48.5' 13 -ut A-9 STA. MH-D 0+53 N TAP 30.5' A-10 STA. YM-D 0t58 N TAP 30.5' EXISTING GROUND ELEVATIONS APPROX.WATER LINE INV.ELEV. F�yp az F6 rn3 SF oo> v~im inm AS-BUILT DRAWING JULY 1998 O+GO 1+00 2+00 3400 4+00 5+00 6+00 Rocky Mountain Engineers DESIGN BY: DATE DRAWN BY: DATE: AOR/RHC 12/23/97 AOR 01/26/98 PLAN VIEW: HORIZONTAL: 1" = 50' �WIS���W LI �/(:.,QLSL�L51J WL;Q�LSW G',1LIJL� �ISI/J'�I^7 �U�UIr'U11OO lJL5U„U�UJ U REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' CITY Civil Engineering & Land Surveying AS-BUILT 07%20/98 98 RHC ROFILE VIEW: HORIZONTAL: 1" = 50' W� w W5ZM 9&nD Qa/��y� @9��n e65 O0 g 1700 West Koch Street, SLJte 7, Bozemjl, MOI tcnj 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/18/98 VERTICAL: 1" = 5' PIL'.1I� A 'p�@Vm.19 @M[�4 µ ^IA, - - FERGUSON ROAD 12'ABS CULVERT FOR UTILITY CONDUIT ----------- MH-C 12'Ass CULVERT FOR I I I I I a,s ® UTILITY CONDUIT e - ------ ------- ----m------------- - I RIM 799.35 INV IN 794.27(S) _-------------- I I NV WT 794.07(N) L 141, Idbi I m I 1 NV. 4e905..514 --N) -, -- - ASTM 3034 R 35 P I I vU _ RIM -4794.21 INV. 4785 6+p0 (S) I® I 7 -- -- ---I L----- NV.OUT UT�4788.8.85 ' (E) e•WIII -- I 5+ 4+00 a rR 3+00 � >s -- -------- SANITAR SEWER MAIN C -------�\\+ao � I r WIII r WIII -- � ------------------- - .33 INV.OU7-79822(E) z IB-14 B-15 SANITARY SEWER MAIN B I 8'ASTM 3034 SDR 35 PVC J % N SANITARY I I I I Y RIM NV.IN 4784.98(rn I I�71 '1.LLIL7i7i I SEWER UN' E INV.IN 4784.98(SNS3 IWER LINE RIM -4808.22 I INV.OUT 4784.93 INV.IN :4795.55(S I b I GA� INV.O 1} Y INV.OUT 4795.50 C -0 C - --- -----C 12 C 3------ -------- I ------ Y .--r I 7 B_12 ----B-13 ® ---------J E ---- - - ------ -- e -- - ------ -- _ _ ------ rWTR (SLY-H--0-- a 7e- a YH{ °•� a Yss Css I 'tt --------- MHr /' I • a e• rwm rWne --YH-G --------- ---- _ C_14 c-1s B-8 B-9 L I 12' LVERT FOR C-3 C-4 C$ C-7 C-10 C-11 I I II 8 B-7 B-1 8-11 U11U C DUIT --] mmm I �� ► M m m � ► ► � I NOTE: SANI ARY EWE MAIN C NOTE: MAN HOLE RIM ELEVATION AS OF 7I 28-98. SANITARY EWER MAIN B MAN HOLE RIM ELEVATI,N AS OF 7I 28-98. STREETS HAVE NOT BEEN CONSTRUCTED. _ STREETS H VE NOT BEEN CONSTRUCTED. MAN HOLE RIM ELEVATIONS WILL CHANGE MAN HOLE'RIM ELEVATIONS WALL CH NGE WHEN ADJUSTED TO FINISHED STREET GRADE. WHEN ADJUSTED TO FINISHED STRE T GRADE. v 4" UNITARY SEWER SERVICE XT NSIONS JI u?� x4v� C-1 STA. MH-F 1+08 W TAP 35' i + iO V' , +3r `z C-2 STA. MH-F 1+05 W TAP 35' mn' vat nrv^o - C-3 STA. MH-F 1+42 N TAP 43' r nil II 11 II n n p +644 C-4 STA. MHO 1+45 N CONNECT 43' EXISTNG GROUND PROFILE 0 zz� F o i a C-5 STA. MH-F 1+52 N TAP 20' C-0 STA. MH-0 1+52 S CONNECT 46' n C-7 STA. MH�1 I+49 S TAP 47' M TO EXISTING SS STU13S PRO POSED FINISHED GRADE x�> 7i Z x�i C-8 STA. MH-G 0+90 S TAP 19. ��-� z? e m 3> - - TAP C-910 STA. MH-G 0+35 N TAP 45' •-L" 4 STA. B-2 17 _ MH-G vra^ STA. B-3 17' ~---- _4 �� C-12 STA. MM-G 0+7I N TAP 21' wm� n 1 R STA. B-4 16' - - C-13 STA.'MH-G 0+7/N TAP 21' STA. B-5 75' STA. 8-12 5' C-14 STA. MH-G 1+74 N TAP 41' n II n zzI. STA. 8-13 5' - - - C-15 STA.'YH-G 2+01 N� TAP 41' zzz 3»> —Tt _ - _ _C_-16 STA.I MH-H 0+80 S. CONNECT 18' EXISTING GROUND PROFILE 90.0 L.F.8•AS71,1 3034 PROPOSED FINISHED GRADE 4• SANITARY SEWER SERVICE EXTENSIONS SDR 35 B-1 STA. MH-0 1+70 S CONNECT 51' - B-0 STA. MH-E 0+75 S TAP 49' 395.0 L.F.g•AS - B-7 STA. MH-E 0+72 S TAP 49' TM 3034 SDR 35 B-8 STA. MH-E 1+30 N TAP 42' 90.p IF 4" SANITARY SEWER SERVICE LOCATIONS pVC Y 1.2BX B-9 STA. MH{ 1+13 N CONNECT 42' SDR JS a AS B-10 STA. MH-F 1+20 S TAP 53' pVC C J034 STA. 0+91 INSTALL 18' ((LT)) B-11 STA. MH-F 1+17 S TAP 53' X STA. 0+94 ]NSTALL 18' (LT) 193 2 B-18 STA. MH-0 10+70 N TAP 20' STA. 2+00 INSTALL 26' RT 0 LF 8•AS7M 3034 SDR JS pVC p 7.65X STA. 0+77 INSTALL 28' RT STA. 2+03 INSTALL 26' RT MIN. W STA. 0+80 INSTALL 28' RT STA. 3+60 INSTALL 27' RT SEPARATION O STA. 0+83 INSTALL 18' LT STA. 3+63 INSTALL 27' RT 1.5' MIN. STA. 0+86 TI INSTALL 18' LT - STA. 4+04 INSTALL__~22' LT .SEPARATION _ • STA. 4+07 INSTALL 22' LT STA. 5+3 8 INSTALL 31 RT AS-BUILT DRAWING STA. 5+3 INSTALL 31' (FIT) EXISTING GROUND ELEVATIONS SEVER LINE INVERT ELEVATION STA. 6+07 INSTALL 19. LT EXISTING GROUND ELEVATIONS SEWER LINE INVERT ELEVATION STA. 8+10 INSTALL 16' (LT) JULY 1998 STA. 8+85 INSTALL 34 RT STA. 8+88 INSTALL 34' RT 4+00 3+00 2+00 1+00 0+00 6+00 5+00 4+00 3+00 2+GO 1+GO 0+00 DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES; Rocky Mountain Engineers AOR/RHC 12/23/97 AOR 01/26/98 PLAN VIEW: HORIZONTAL: 1" �yy7 r�r� I�ryM1 �V7/�F1 FT I��v7 /� F'�F� /�ryT I�1yy7I�F� Fy'1F�I�I TV7I�Fy-II�ry'1 = 50' �Ln)LSSW� L LSLS 5 1 W L%Iff l5n ( IUJDD �LS W LSW �LAU YWIOO lI L5UAJL5LNJ�� �gMr�r�� REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' II��ryy7I7r-� FyI� ry1 �Ju uI��7 u Civil Engineering & Land Surveying AS-BUI CITY LTTER 03/04/998 8 RHC PROFILE VIEW: HORIZONTAL: 1" = 50' g Op g 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/18/98 VERTICAL: 1" = 5' pC�C'�G� C^._i pG3OlmG� QQ ono I VALLEY UNIT SUB0110SION PHASE ONE ASP I I I a°.r t N B L 01 C K 14 ° saRucE MEADOW cavno D D -IV WUZ1 D I D lJ—r Ip•IVIR_ ? NEST BABCOCIC ST. HEST BABCOCK ST. D D D D D D O D D I - D O T - - u DDDD�DDD DDaDDCD DODDODJ�aDDD 1 I D I IF EXISTING L BLOG j 1M1 I I ; D I I I DDDDDDCDDD �QDDD� DDDDDDD�DODDCD Ej Cl) III I Ell L 1 I I I I s Ili I fumn� , , o I a , , � e � � �'�� � e �� e El El i LJ3LP��J S S%O �5 0 � O DOLIVLJ�LJV� LNLJOLJV��LJV� I D I a l DI I II r-T r��I I �o I I bl I I L c°°�RSAas J� U S 1 ElEpSTNp �� r!^A� I I m l I I I L I LJ t"L c J II If I DI F ; EXISTING �I � I 0�9 I 01p � I I �o M I I ; I I D la I F Ii - - D - - — —LQ I of" I COVER SHEET AND NOTES - 1 STREET, EAST GRANITE AND RAVALLI 2 - CURB FERGUSON ROAD AND FALLON STREET �j I 1 I - D 3 - CURB, FERGUSON ROAD AND FALLON STREET, DETAILS EXISTING G D D I L i i BLOG. — A 4''� •T re•m RAVALLI STR££T F _— T - - __1 F — I I I a l i D 0 L 1 GENERAL NOTES I I I II - ,.° 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO D BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION L_1 I I 2 OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EJ M1 I ,� M1 U THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING M1I I I ICI H I�01 I I I I 'OS I �0� O I I CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION S I ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. s1 a I I;D I I I I L—JJ I 2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND I I I I THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, I I I i i I r1 I I I AS-BUILT DRAWING DATED JANUARY. 1996, AND THE CITY OF BOZEMAN MODIFICATIONS, MAY 1997. D D I I ^ 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS W o AUGUST 1998 SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER I I I�1 I I�I°SS I AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. Ga W L JYI Y W 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT I I I U = I U I _ _ _ OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER 7 I I I II I UI I U I 5- I I WORKING DRAWNGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND I I Ed F -I� a MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE I I I D 1 A I I m l o ,V9 m S k MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. la I L_J I n �O I I 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL EAST GRANITE I I e Qc BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. o so 10o zoo 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION I OF THE CONTRACTOR. 9 SCALE: 1"= 100' 7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 703 AT I °� I Ot0 Oth THE NORTHEAST CORNER OF FERGUSON ROAD AND FALLON STREET. ELEVATION - 4819.08 (CITY OF BOZEMAN DATUM) 1I I I I S. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. I T 9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED I I DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING hh I I �OS6 I I '0"1 I 10, ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. II I I I i IJI I— EASr GRAN17E AVENUE 1 1r 7 1 II I I M1 I I I \ P�RO�C1511FLLET `1 'Ol'!!" 1�'&" \ t—i ° ! � BL O'CK 5 I ' .o... Rocky Mountain Engineers PROJECT BENCHMARK: I 1 I— ` I� N.r.s. FALCON ST- _ FALLON srREET Civil Engineering & Land Surveying — VICINITY MAP 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 VALLEY COYUGNS II 041 (EI.IISTINC I °� BUSNESS IPARX SUBDLDG , B L 0C 1 I K `. , , Q , UNLESS SIGNED,SEALED,AND DATED, DRAN7NG FlLE NAME: /786—AS—BLT.DWG 08/20/98 THIS IS A PRELIMINARY DRAWING SET. I I © I - N TA T j STA 1+87.87- C INSTALLED I G r 1 cI N AND STREET NAME SIGNS 28 W1DE D I WAY APPROACH i I r , 11 z STA 0+44-INSTALLED CATCH BASIN,CURB INLE A - 1 AND APRON.C.O.B.DWO No.02529-12 TA 2+1 .21 - 168.5'R I I I I .O.C.ELEV,-4 08.40 .O.C.EIEV.-48M 1; INV.OUT 4804.20 T.O.C.EIEV.- 4811.04 I I I I \ I I e l lU INSTALLED 50'12'R.C.P. I IN TA 1 ..P. I N5T TYPE STREET CLASS III PIPE CUSS III PIPE INSTALLED 12'A ULVERT MONUMENT BOX.DWG No.02529-3 INSTALLED DIA TORM DRAIN g F U p UIT TA 3+70.15- INSTALLED I I /••\ k MANHOLE SEE DETAIL I SHEET 3 I 28 WIDE DRIVEWAY APPROACH b I i ^ ; \\ .' 1+00 2 dD L--- 015'R TA0` .44-PT _ --,..Ra7� I I I 0 I .0. . LE V.--46 .8 _ '. I f� ICN AUL&PEDESTRAIN RAMPS(nP. - 1+00 ;1 • \� 0 00• I \----------- No.02529-8 I I I r N 90'00 0 E .. x I g 8 ®6 . Y EAST c�A R,7 i m l Q a I ----------- I I V I -P 15'R �LR71 `7 ?O - T D C.0.8.TYPE I STREET a I I r -------, N .. V.-4808.94 I �' '- I MONUMENT BOX,DWG No.025 9-3 I I I I STA 2+12,90-PC 131.5'R T + 1-PT 1 .'R I l U I Q STA 0+40-INSTALLED STOP I I I 11 EXISTING I S T.O.C.ELEV.- 4812.96 I 0 I I SIGN AND STREET NAME SIGNS TA -PT 1 'R I STORM RAIN ATER MAIN CROSSING TA 3+91.75-C INST I .0.. LEV.=4808.60 S A 0+44-INSTALLED CATCH BASIN,CURB INLET O I I W MIN.VERTICAL SEPARATION 1.5 I STA 0+44-INSTALLED CATCH BASIN,CURB IN 1e STA=5+32.85 MATCH EXISTING BLDG. I AND AP No.0 52-12 STA 3+35.92- I1 7 28 N1DE ORIVEWA APPROACH I I I T. .C.ELEV.-4808.31: INV.OUT 4804.85 6 WIDE DRIVEWAY A H I AN APR - CURB AND GUTTER,ELEV-4804.98 INSTALLED C.O. TYP I T EET 1 I L J Z T.O.C.ELEV.=4802.07; INV.OUT 4799.00 I I I J MONUMEN B (, 1 No.0 9-3 I I ]STANCE FROM PROPERTY LINE I O STA 0+00-PC 15'R I I d INSTALLED CO. TYPE I STREET T.O.C.ELEV.=4802.0 I Oft UTILITY CONDUIT RA VALLI STREET sEEA EOF CURB-11.5 I PAVING HEADER EXISTING CONCRETE V: MONUMENT B X,D No.02529-3 I J l- I PE ES AIN RAMPS IYP. � N 8911 36 E - .°4 .g T O.C.EL STA 48l 13.5'R I C.O.B. DWG No 02529-8 NCADE +1. -PT 1 1.' k^ 5+32.85 _ STA 0+23.65-PT 15'R _ -�� 4+D0 ? e'rvrly T.O.C.. 4812.96 - 2.F00 I O 8 I d T T.O.C.T0C ELEV.- 4802. fiW° DEAD END- z I N '. I 6 I TAL D 32'12'R.C.P.CLASS III PIP I - -GTl'OOF BOZEMAIN SHOPS AND VA TO AT 0.6 x CONNECTED TO EXISTING 12 R.C.P _ NN o= ]STANCE FROM PROP RTY N p~ n 3D I� I 0 BACK aF CURB- 11.50 >F '.RFD _ 345+3239 m INSTALLED 25'12"R.C.P.CLASS III PIPE - a I (SEE SHEET J) A .6 CONNECTED 0 EX N 1 E.C. - - STA 4+41.72 PC 18.' T.O.C. 481357 C INSTALLEU 12 CULVERTI N 89'11'36'E " FOR UTILITY CONDUIT + INSTALLED 12'ABS CULVERT I Z�j I I I FOR UTILITY CONDUI I J I I ADJDSTED MANH% - 1 1 STA-6+89.30 MATCHED EXISTING I RAjE r I I V' r ELEV.-4815.08 TA 0 -P 15'R I ]STA=5+32.39 MATCHED EXISTING I t AN6�CtSVER-Tb-�' CURB AND GUTTER,ELEV=4815.19 RIN 1,° I L I O $, e7z i I T.O.C.ELEV_-4803.10 i i CURB AND CUTTER.ELEV=4805.00 I I I I � I rr��-V1 • V1 I I I �` @, „�OO.N B9Y98'48"E REMOVED EXISTING CONCRETE A -PT 15'R I • PANNG HEADER I T.O.C.ELEV.=4802.58 STA 0+44-INSTALLED CATCH BASIN,CURB INLET, STA 3+91.96-CA.IN, D AND APRON.C.O.B.DWG No.02529-12 WIDE DRIVEWAY APPROACH 4 01.4; INV.OUT 4798,88 INSTALLED C.O.B TYPE I STREET I I I I e I J Ire,-11 Bp DEAD ND BARRICAD O M WENT BOX,DWG No.02529-3 R 0 0 A ID ALVA-I TO �/'� I I I �0 r NST A D SRN - _I GTY OF BO..AN SHOPS L---J h�'1 BOZEMAN ORAN7NG No.02722-9 6+89.54 a m ar Iy1R I I I INSTALLED C.O. .TYP I STREET „.. - - - - I r Fa I� 'ago // MONUMENT BOX,DWG No.02529-3 STA PT 168.5R STA-6+89.54 MATCH E%IS7WG T.O.C.ELEV.-4815.08 CURB AND GUTTER,ELEV- 15.9 z I I r 1 N 89V8.16"E 112.31 VC 100.00'VC a i T EXISTING GROUND PROFILE m n x n n n + TOP BACK OF CURB o�i• PVI STA a 0+99.89 n m y p ' PVI STA-1+37.72 n wo g ° PVI STA-2+96.915 ,+�y PROPOSED GRADE o PVIL ,=4802.75 PVI ELEV-4810.70 +m F>w .• PVI ELEV-48IL38 1.39% .77 _-r 4815 4810 ^g o EEV F, r f v f� 1.22% _ ° ° ° ° 50.00'VC N> a 5 w r W r> m N mm a EXISTING GROUND PROFILE w _ v m 5:5 5; m a TOP BACK OF CURB S 5 Sa 5 $ +$ PROPOSED GRADE w ° 0,05% 1.g0x 2 Ap% Z --_--_ -__- $ ri.i h n$ > -4810 a805 n o_ a .• - ..yWy 0.4 4805 i� -J "� m� mT 0.9 mm - -- r ---- - a '5 -.4805 4000 NORTH SIDE EAST GRANITE AVENUE ° NORTH SIDE RA VALLI STREET W EXISTING GROUND ELEVATIONS- T.B.C.FINISHED GRADE ELEV. m EXISTING GROUND ELEVATIONS T.B.C.FINISHED GRADE ELEV. r 4795 om -.�� -• 4795 c' u� � � Q mm �m� m' m m' P� O m H m �OpO �✓mf .mm rnm'1� NQ v� 12 ° m m+ �a m♦ a�Yl ma VIU 0+00 1+00 2+100 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 Y 44100 5+00 50.00_ YG AS-BUILT DRAWING EXISTING GROUND PROFILE 0 gg% 0 TOP BACK OF CURB --4815 ey•I xa1 -o $o PROPOSED GRADE 1 8 �- =^ -a, AUGUST 1998 _ II II m N ° ° ++ + EXISTING GROUND PROFILE F,>y 0.46% 0.5 TOP BACK OF CURB r n S m PROPOSED GRADE 4810 4805 a a.a % -1.4 21l N vm n ah ,+og W �1 0. 78% _ \ �- 8 JX g J- g a PVI STA-2+7d21 r w n m + N' __-'- z PM ELEV= 4811.38 GGWff N N� -+ o °O PIA STA-1+37.40 ± N µt.'�. - - PVI ELEV=4802.75 w ° II m PVI ELEV-4810.70 o. m 87.87'VC p a i i a - s 4805 e800 _ PVI STA=1+00.11 > SOUTH SIDE RA VALLI STREET wSOUTH SIDE EAST GRANITE AVENUE a Sa 100.00'VC EXISTING GROUND ELEVATIONS- T.B.C.FINISHED GRADE ELEV. N EXISTING GROUND ELEVATIONS T.B.C.FINISHED GRADE ELEV. mm ro r� 4B00 4295 a b Nh N mN n Cn •Im b ° < mm m 0o mm m mm mm .m4 m m rn o m n n a+ od mm �Y Oy �♦ a♦ VY r+ �O a� om mm am mm �W m� 0�00 moa a�Dm �b m0 ma �p m� N� 0+00 1+00 2+00 3+00 4+00 5+00 8+00 0+00 1+00 2+00 V 3+00 4+00 5+00 Rocky Mountain A O u n t A'n Engineers n g'n w w r s DESIGN BY: DATE DRAWN BY: DATE: DRANING SGALFS: ,y' Vial C FVi LV� AOR/RHC 02/06/98 AOR 02/10/98 PLAN VIEW: HORIZONTAL: 1• = 50• C5'G3[��3C;[�Gr]4 C�9L^.[�d[�S7 �34G3C�C4 �Ca]pG30O I�JC�Gi]C��Gl4� �wr��4 REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' Civil Engineering & Land Surveying City Letter 03/16/98 RHC C G1�34 �G3L^"JG7�4C L^�rlC a�C C1Gv1D G3La�IL^"Jdd� �4G3C C 4 �� 9 9 y• 9 As-Built OB/20/98 PROFILE VIEW: HORIZONTAL: 1' = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-48b9 DRAWING FILENAME: /786-AS-BLT.DWG 08/20/98 VERTICAL: 1• = 5' �> 30oG1d@ U I I rD \\EJ ---------------- --- W I JJ i � r — — _ ----ras - — ---------'_ L_ I z e'.ne J I I ---- ---- ------ e w1n I I --------- z I I Iz y I 1 "UBSUCULC RDUIT I W ----------------- —————— — 1 STA=0+04.16 MATCHi EXISRING I � --------------------------------------- 12 S CUL T -- — CURB AND GUTTER,ELEV-4790.61 I TAN FR PR ERTY IN STA 0+41.53-479125'R (SEE SHEET 3)RB-29.00 ^- FOR UTILITY CONDUIT — — J Q� 0 1•� N OOK838"W CUT EXISTING ASPHALT BACK 1.5' b• R00A�SE950N(SEE SHEET 3), I I 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 - - —®_ -13•m - TA 1 +1.tia TA D PEDESTRAIN-R P .) - - - - - N OOKB 38'W - r - - - - STA 8+1 O. EV a 4 PC 15'R� - - - - - - - N DOK8'38"W C.ELEV.=4808.40.END D No. MATCHED N.RAVALU SEE SHEET 1 MATCHED N.EAST GRANITE SEE SHEET 1 FERGUSONROAD TA + 1 -PT 11.1 STA 13+ 6.96-P 1 R C. LE' 4803.10,BEGIN T.O.C.ELEV.-4808.94 MATCHED S.RAVALU SEE SHEET 1 MATCHED S.EAST GRANITE SEE SHEET 1 _ ry r ry ry n _— n el'y4't•�J I I �•el` So c B $s' s p � � I a 9 j NOTE: SIDEWALKS ALONG FERGUSON ROAD,FALLON ST.. AND W.BABCOCK ST.HAVE NDS BEEN INSTALLED. SIDEWALKS ALONG THESES E WILL BE INSTALLED IN PHASES WITH THE DEVELOPMENT OF THE BLOCKS. RAVALU STREET N STA=1D+7.99 N ELEV a 48 .23 u 4875 66.46' 33.54' i �j m - Z - g 461_ PN STA-3+1.63 > w ul 9 m 0 25 PVI ELEV-47 4.11 _ -- i - I 100.00'VC I m 0.9 _-- - f' b 4805 � __ _ -- - - o J0. 69,90' {805 � i W I N N r `er - ~ - -__ - + aC6 e a •- . + + o II n w =�II _ —� , Uw FO 'ia EAST GRANITE +� AVENUE I ,n a 4791 65 1 _ AS- UILT RAWI 4 p AUGUST 1998 47e,., n m m m n i n n nn as as as e'a m.a mma maw 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 Rocky Mountain Engineers 7EMSIONS: DATE: DRAWN BY: DATE: DRAWTNG SCALES: 02/06/98 AOR 02/10/98 PLAN VIEW: HORIZONTAL: 1" = 50' C�G3(�@C�RMV rlL&11C 'I �34G3C CS4 OGa]pG30rIC GA]C a4� Ca.JM��� DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' �JLLRRJJL5L5 Civil Engineering & Land Surveying 03/16/98RHC. C,�C�(n(W@@z 12&2D L liflP 1p&11@M9" 9 Y• g 08/20/98 PROFILE VIEW: HORIZONTAL: 1" = 50' 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/20/98 VERTICAL: 1" = 5' E-; I I I!* - DETAIL OF DETENTION TYPE STORM DRAIN IN T DETAIL OF STORM DRAIN INLET / � /• I I I F� (-- 36"STANDARD STORM DRAIN INLET W/BOZEMAN CITY II �J u 2OF 72EMZN MODI ICATIONS TO MINLET FRAME ANDPWSS DRAWINGATE SEEI TY No. O I z yy I � m I 0+44 N AST GRANITE AVENUE \ O+M N8:5 AW STREET \ SEE PLAN NEW FOR T.O.C.ELEV. -1 J SEE PLAN NE OR T.O.C.ELEV. ` g I L f AN CITY STANDARD INLET TE EACH NEENAHRARE3067D,OR EQUAL. REBAR O(5-O.C. ' STA�20+22.72 MATCHED EXISTING EACH WAY V I �,GUTTER,AND APRON OU l ELEV-4816.96 0 EXTEND SIDEWALK TO 75'FROM of I II 4'PVC PIPE FROM DETENTION C SIDEWALK AT FERGUSON + BASIN.SEE DRAINAGE PLAN n I I 1 1 1 1 ev I FOR PIPE GRADES AND INVERT 12'RCP OUTLET m 12'RCP INLET O 1.06x SEE PLAN NEW FOR INV.ELEVa. 0 r SEE PLAN NEW ELEVATIONS. __ m FOR PIPE INN7tT ELEV. N.SIDE EAST GRANITE ONLY 12'RCP I W I L— CURB RETURN N g — ———————————————— ' INV.IN�4804.40 9' OUTLET s B'THICK BA LY W/9' DE LEGS FFLE CAST INTEGRAL WIDE '4 •� ARS CULVERT PR RTY N _ • TANM UTILITY CONDUIT SUA SHE 3) B I I 6 n 14+00 15+00 1 16+00 17+00 18+00 19+00 —®— —rso—_— —Ia so— — — — — — — —® — — — ELEVATION — I FERGUSON ROAD JO WDE DRIVEWAY APPROACH O.0 ELEV..4815.96 I IT 4816.60 'R i T T 4,4 7 DETAIL OF DETENTION TYPE STORM DRAIN I T BASE FOR STORM DRAIN MANHOLE RIM ELEV.-MATCH EXISTING ASPHALT M1 OF FERGUSON ROAD. APPROX'LY 4W8.5 8CONCR`01 COS NOTE' / ABOVEETE INLET AND GUTTER SIDEWALKS ALONG FEROUSON ROAD,FALLON ST., '/ WATER TIGHT AND W.BABCOCK ST.HAVE NQT BEEN INSTALLED. - - NON-SHRINK GROUT SIDEWALKS ALONG THESE STREETS WI L BE INSTALLED 2-12'RCP; INV.IN 4802.97 IN PHASES WITH THE DEVELOPMENT OF THE BLOCKS. EXISTING 15'RCP INV.ELEV.4802.72 *9MIN 6'THICK BAFFLE CASTINTEGRALLY W/9-WIDE LEGS 2'RCP INLET,NORTH SIDE HIGH POINT ELEV 4817.19 .f— EAST GRANITE QJJLj SEE PLAN 48'DIA.INLET STRUCTURE W/BAFFLE ITI FOR PIPE INVERT ELEV.HIGH POINT STA 9+90.22 9'LEGS CAST INTEGRALLY ALONG SIDE ;.PVI STA 19+ .37 OF BAFFLESHALLBECONSTRUCTED . PN EIEV-48 7.33 FULL HEIGHT FROM THE FLOOR OF THE T4830 INLET 50 THAT 7HE PRECAST TOP BEARS SET BOTTOM SECTION OF BARREL DIRECTLY ON THE LEGS. .\ ON 8'CONCRETE BLOCKS(MINIMUM I O I \\ V15" OF 3),SO THE BARREL DOES NOT 44.00'VC BEAR ON THE EXISTING 15'D PIPE. POUR REINFORCED MANHOLE BASE SECTION 0 722 11'ANSEE EO C.O.B.2-2DWG Nos s . 021 o ai n 10awVc' .g § STORM DRAIN DETAIL NOT TO SCALE I m qVI STA-15+0.87 — _ __ 482 TOP VIEW PM ELEV 4811128 nm 0 -0.94R 4815 1.44% m a TYPICAL CROSS—SECTION gY 4910 TYPICAL CROSS—SECTION FERGUSON ROAD s� RAVALLI STREET AND EAST GRANITE AVENUE n B 1 yJ _� r w S S EAST � WEST 1 1 In w a805 ` N> o s 1 N 480s I 30' I 3o I 5D' 5' S.3' 18.5' 18.5' S.5' 5' —I' 5 23'--T -21' p r 3'ASPHALT PAVEMENT 1.V_CUT,REM VE AND -� - L - I� 4800 :1 27G � �(MPWSS SECTION 02303 z `S }V J� REPLACE EXISTING ASPHALT• 4800 1 -- 1J{'-MINUS CRUSHED GRAVEL 1' S WADE SIDEWALK /NSTA11 CURB 8 GUTTER(MPWSS SECTION 02235) CITYSTD.CURB kGUTTER SEEEXISTING PAVEMENT CITYOF BOZEMAN MODIICATIONS E SIDEWALK TO BE UN-CRUSHED SUB-BASE GRAVEL TO MPWSS DRAWING No.02528-1. INSTALLED AT THIS TIME EXISTING CROSS-SECTION (MPWSS SECTION 02234) Ng ryo rn� ma +� o aN •ROAD SECTION AT 25'RADIUS WIDENING m m m m OF FERGUSON AND BABCOCK: m m1 fs § s J L mm 9',UN-CRUSHED SUB-BASE GRAVEL AS-BUILT DRAWING+ 3',lIf'-MINUS CRUSHED GRAVEL 14+00 1,00 16+00 17+00 18+00 19+00 20+00 AUGUST 1998 8',ASPHALT PAVEMENT DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES, In� a I�F�1 �7 1T FI 1�M I�I� 1-V-TI�F� ry7 �y1 Rocky Mountain Engineers AOR/RHC 02/06/98 AOR 02/10/98 PLAN VIEW: HORIZONTAL: 1" = 50' �L il���LSw� V/ VLSLSLS u ��LSLg� �LAAJLrLn1O0 V��W�f� �IMI��S� REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' 2 n�1nn Fry��1 F� ��ryry1� F��n n ry1 F� �JLfIJ15 IJ Civil Engineering & Land Surveying AsY9utter 03/20/98 RHC PROFILE MEW: HORIZONTAL: 1" = 50' LY��V�OO UJ WOC 1D ! 1W� lY[ 1LSLSOW � L5�� � 1700 West Koch Street, Suite /, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /786-AS-BLT.DWG 08/20/98 VERTICAL: 1" = 5' pL,LW Q M001M @NQQQ DAYS-INN FIRE SER VICE LINE IMPR 0 V'VMENTS .2� DAYS INN PROPOSED ADDITION �I Sto. 1+11 (END FIRE SERVICE LINE IMPROVEMENTS) DRAWN er. BM Sto. 0+00 (BEGIN FIRE SERVICE LINE IMPROVEMENTS) INSTALL FIRE SERVICE RISER WITH 90'BEND, THRUST CHECKED BY. GG 1 BLOCKING, AND REDI ROD. $ CUT EXISTING WATER MAIN INSTALL A 8" X 4"I TEE (PLUG NORTH END 8 INSTALL 4" GATE VALVE WITH VALVE BOX AND THRUST BLOCKING OF DRAWING DATE: FEBRUARY 10.2004 THE TEE AND VALVE. USE MEGALUG RESTRAINTS WHERE THRUST BLOCKING IS PROHIBITIVE. REVISION DATE- INSTALL 2" CORPSTOP (2' MIN. SOUTH OF TEE) AND CURB BOX FOR jj. WATER SERVICE TO BUILDING Ir Griffin Sta. 1+08 �y"z BUILDING EXTERIOR. 4,—m PROJECT SITE 1200 x whiA y 79 44' w z�o_ Aq tiO.yO,gyp Ouk 4" FIRE SE CE INE 2" WATER SERVICE IINF eor ar vcwo aWr 4" DUCTIL FIRE SER E LI $ w-'d 5-iO c o �II �--; I ,w „o.,p.w Je. —�0 2" COPPER PIPE WATER SERVICE w 12 j ILJIU UL-J U I a� J cr Aron [P:� ��� -.-- z------ - — — - w o ------ -- =gym _- II IN m°N„ FIRE SERVICE LINE PLAN VIEW �Q» sta. o+oo - END CONSTRUCTION N ILALE 1"- -0' o N NOTES: CLASS I SYSTEM VICINITY MAP LEGEND SCALE NTS - MECHANICAL ROOM AS PER CITY OF BOZEMAN FIRE LINE u FLANGED oser vALw SCALE I' = s POLICY MAY 31, 1997 DOUBLE CHECK VALVE MIN O1 - 90' BEND WITH THRUST BLOCK. REQUIREMENT) AS INDICA'E C a � ON APPROVED PLAN(S) a g GENERAL NOTES CITY OF BOZEMAN REQUIREMENTS 0- 4" GLASS 51 DUCTILE IRON PIPE ctWP> FOR INSTALLATION OF TRAFFIC CONTROL: 3 " MIN REDI ROD, INSTALLED IN HALF 110 TRAFFIC CONTROL FOR WORK CONDUCTED IN THE STREET WILL BE REQUIRED, AND CONDUCTED AS PER MPW DOUBLE CHECK VALVE ASSEMBLY 3 - r4 F THE AVAILABLE MJ STANDARD SPECIFICATIONS AND CITY OF BOZEMAN REGULATIONS. O . . FLANGE BOLT UNDERGROUND/OVERHEAD UTILITIES: 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY Ok HOLES (TYP.) I.E. EVERY OTHER HOLE. - --- No PRESSURE GAUGES OR CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE PATH MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE, PRESSURE GAUGE FITTINGS SUCH PRIOR TO BEGINNING CONSTRUCTION, EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT tALJLO"ED UNTIL DOWNSTREAM THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: /( IDE aF BACK ROW RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR l 4 f- KENNEDY or MUELLER OS&Y VALVE 10S - 4 SSEMBLY A. UL OR FM LISTED. \�JJ W RESPECTIVE OWNERS. B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION 5 � CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION �,ExISDNG_GRWND_-�ONE CALL UTILITY LOCATE .............-..._..1-800-424-5555 _ ' (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. O- DOUBLE CHECK VALVE (by olhers). J _ PRONDE REXIBLE,WATER-TIGHTCUNTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT, SUPPORT AND/OR C. INSTALLED AS SHOWN ON THE APPROVED PLANS. — r- CONNECTION FOR ALL WALL OR 2'MIN ABOVE 1Q0 - FLOOR RIPE P€NETRAnONS, fINISHED BOOR RELOCATE ALL EXISTING UTILITIES, UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING CONSTRUCTION. _- ONLY FITTINGS ALLOWED 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK 3 BETWEEN FIRST ALLOWED VALVE PAVEMENT SECTION REPLACEMENT: VALVE ASSEMBLY(ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE ( 6 )- INSTALL APPROX. 52 LF OF 4" OF HIG _ AND BACK FLOW ASSEMBLY TO THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED AREAS OR APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. \-J DENSITY EPS PIPE INSULATION 4'XB' �,� FINISH GRADE BE EITHER 90'BEND AND/IXt Z Q AND PAVED SURFACES WITH LIKE KIND MATERIAL OF EQUAL DEPTH. ASPHALT SHALL BE HOT PLANT MIX 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF SHEETS W SAND BEDDING 4"�HIGH DENSITY REWIRED SIZE REDUCTION PIPE SURFACES TO THEIR PRECONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL / Z AS DESCRIBED M 10.a BELOW. � Z Z PS PIPE SURFACE COURSE. BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A --- r •SHEET tB'M Q Q 95 ___- -- [-INSULATION 4'X DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA ENTIRE LENGTH OF PIPE ♦— TOPOGRAPHIC SURVEY: SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. z Z ELEVATION ARE BASED ON CONTOUR MAP PROVIDED BY TOPOGRAPHIC SURVEY CONDUCTED ON 10/10/2000 MECHANICAL TO JOINT Q O AND THE LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR. j wS ALI ,04 LF RANGE TO BE THREADED ON STANDPIPE,M J _J RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN RECORD. THE INFORMATION IS NOT TO 1 4'SERVICE DIP (T FLANGE ADAPTERS ROT ACCEPTABLE BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL FOR UTILITY LOCATION AT 90 F,RE.SERVICE LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) r^ " LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND REQUEST EXACT FIELD LOCATION OF ALL UTILITIES WHICH 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL. AND A MINIMUM TME CONFLICT'NTH PROPOSED IMPROVEMENTS SHOWN ON PLANS OR SPECIFIED IN SPECIFICATIONS. OF 1' FROM ANY INTERIOR WALL, z1� Z_ Q SPECIFICATIONS: 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5' BELOW THE � § 3 �WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH MPW STANDARD SPECIFICATIONS AND CITY OF FINISHED GRADE.BOZEMAN STD REVISIONS INCLUDING STD DRAWINGS NO.(S)MPW 02221-1. MPW/BZN REVISED 02718-1.BZN � N 02718-8. BZN 02213-2. BZN 02718-4,BZN 02718-5. 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. B z s o"'u 4 x z 5"Yuma�z U z o FIRE LINE POLICY: Y a m 9. ALL FIRE SERVICE LINES 4' AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. wg>ua��,� wso FIRE LINE CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH CITY OF BOZEMAN FIRE LINE POLICY ,,? > MARCH 31, 1997, INCLUDING STD DETAIL N0. 02719-3(2000). 10. LINE SIZING THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE F3vum Er�U9 ai � m C om" W� 4� W PRECONSTRUCTION CONFERENCE: INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM), FOR FXAMF'L C. MATERIAL AND INSTALLATION OF FIRE SERVICE LINE 8 ,z,?k': w z - - .:HALL COMPLY WITH THE FOLLOWING STANDARDS: m A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CONTRACTOR,ENGINEER, AND CITY OF BOZEMAN A 4" FIRE SERVICE LINE SHOULD HAVE A 4" DOUBLE CHECK VALVE ASSEMBLY. x,',�mo��� �+i PRIOR TO CONSTRUCTION. uwmroW Nis 1 ~ SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE, OR UNDESIRABLE. THE FOLLOWING MODIFICATIONS MA, BE A. MONTANA PUBLIC WORKS STANDARD �c~oia�aiz rN tlm�W?m W PERMITS: MADE: SPECIFICATIONS, FOURTH EDITION, - 1°� THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ASPHALT,GRAVEL BASE, A. THE INCOMING PIPE DIAMETER(UPSTREAM)SHALL BE THE SAME SIZE (NOMINAL SIZE) AS THE DOUBLE CHECr. JANUARY 1996 AND ITS ADDENDIMS. DATUM FJe L.L AND CONCRETE SIDEWALK AS PER CITY OF BOZEMAN STD SPECIFICATIONS. THIS INCLUDES OBTAINING ALL VALVE ASSEMBLY FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(IN FRONT OF)THE DOUBLE 7500 [ REQUIRED PERMITS SUCH AS THE ASPHALT CUT PERMIT FROM THE CITY OF BOZEMAN. CHECK VALVE ASSEMBLY. B. CITY OF BOZEMAN MODIFICATION TO �( B. THE OUTGOING PIPE DIAMETER(DOWNSTREAM)SHALL BE THE SAME SIZE (NOMINAL SIZE) AS THE DOUBLE THE MONTANA PUBLIC WORKS STANDARD DOUBLE CHECK VALVE: CHECK VALVE ASSEMBLY FOR A MINIMUM OF THREE(3)PIPE DIAMETERS DOWNSTREAM OF(IN BACK OF)THE SPECIFICATIONS. THE DOUBLE CHECK VALVE ASSEMBLY MUST BE APPROVED BY THE MANUFACTURER AND THE FOUNDATION DOUBLE CHECK VALVE ASSEMBLY. To CROSS-CONNECTION CONTROL&HYDRAULIC RESEARCH UNIVERSITY OF SOUTHERN C. EXAMPLE: CITY OF BOZEMAN STANDARD m o o CALIFORNIA, FOR OPERATION IN THE VERTICAL POSITION. INCOMING(UPSTREAM)FIREASS SERVICE LINE = 4" DRAWINGS 02719-2, AND 02719-3. 0+00 O+50 t+OC DOUBLE CHECK VALVE ASSEMBLY = 2 O OUTGOING(DOWNSTREAM)LINE SIZE - 4' ✓. CITY OF BOZEMAN FIRE SERVICE LINE THE INCOMING LINE UPSTREAM MUST BE REDUCED TO A 2"LINE SIZE A MINIMUM OF 20"(10 X 2") PRIOR TO STANDARDS. FIRE SERVICE LINE PROFILE VIEW THE INSTALLATION OF THE DOUBLE CHECK VALVE ASSEMBLY, AND THE DOWNSTREAM LINE MUST BE REDUCED TO 2"FOR A DISTANCE OF 6"(3 X 2")BEFORE IT IS UPSIZED TO THE DOWNSTREAM LINE SIZE OF 4". E. NFPA 24 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR Sta. 0+00 — END ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND APPURTENANCES (LATEST EDITION). ^ SCALE: VERTICAL 1'a 5' V� DRAWING No 02-6000wq BACKFLOW ASSEMBLY TO BE EITHER 90'BEND AND/OR HORIZONTAL: 1"-20' PROJECT No 02-600 REQUIRED SIZE REDUCTION PIPE AS DESCRIBED IN 10.A ABOVE. HIV' SHEET: 1