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HomeMy WebLinkAboutYellowstone Center Phase II GOVERNING SPECIFICATIONS TYPE OF CONSTRUCTION. D,N I E L71F� All LING LN AIAT ;~ :.3LA+-;fq 1r� L MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, JANUARY, 1996, IN GENERAL, THE PROJECT INCLUDES SITE GRADING, WATER AND SEWER INSTALLATIONS, aAAK s z EET AND CITY OF BOZEMAN MODIFICATIONS LNTED MARCH, 2000, STANDARD DRAWINGS AND PARKING/ROADWAY IMPROVEMENTS a ,c N INDIAN SEgVATl01� CURRENTLY IN EFFECT AND OTHER CONTRACT PROVISIONS SUBMITTED HEREIN. RE TIOt cLT ROCKY IZiu['r P C N D E a I fl RES ATV ION - FORT BELK P P°`he BID REQUIREMENTS & CONTRACT CONDITIONS m INaAN RES �ATI�g --;-: al Ul�iNp crC EA 1 ET O N f'.rI heck ADDITIONAL REGULATIONS WHICH MAY APPLY ` DE�s a P�e� H,sem°" The Work is to be financed by NON-PUBLIC funds. Bids are by invitation only. a , CONE DA W S O N The following specifications shall o f and supplement these Plans and The Owner reserves the right to negotiate a final Contract with any Contractor 93 m 9 P ppy PP Specs: invited to submit a proposal and further reserves the right to reject an and all f P Po 9 Je Y IN LAN Mewls cADE r,gar�[ n - ACIJIB-89 Building Code Requirements for Reinforced Concrete. proposals and to waive irregularities. 1 R -Rv AND ^ a,E a y q C I AAA I�J`J J� I�JAv`JI(/- ACIJ18R-89 Building Code Requirements for Reinforced Concrete-Comm. Sissrr q - Uniform Building Code, 1997 Edition. O � - National Electric Code, 1999 Edition. - NFPA, Local Ordinances and Rules, MT State Plumbing Code. GENERAL EXECUTION REQUIREMENTS �R,ITE rw A G,I=A ROSEBUD - MUTCD, 1988 Edition & Revision J. 1993 °w, a o E L - �"Ferry wN.ATLAND MUSSELSHELL r y ilea City r A L ON Lake -VI DEN '➢ - Engineer or Owner shall not be responsible for the means, methods, techniques, f i' SON a VALLEY c ':;'E F sequences or procedures of construction selected by Contractor. I DEErwlwe g Su UTILITY COMPANIES "ELL owsT 9� - Engineer or Owner shall not be responsible for safety SLLYE"Now a A A P q p K O=ASS s g po y precautions and programs L"'" AtiN �w Notice to utilities shall be given by the Contractor. The notice shall state his incidental to work of Contractor. I'll The _ B Ilu � L.ONN o���RvE� NE contemplated starting date, construction schedule and areas to be disturbed. - It is the sole responsibility of Contractor to initiate, maintain, and supervise all w 3 a ,` y safety precautions and programs in connection with the Work. a e NNE a TST = e=, INo1AN C ER 10.L` I c; The Contractor is required to give 24 hour notice to all utilities - It is the sole responsibility of Contractor to install barricades, warning signs, yD " °`e within the project area of pending construction- Existing utilities may exist at lights and flogging for the protection of the Work and safety of the public. Pti< 8 T PARy B T CANYON locations not shown on the plans. A Montano one call system has been set up Barricades, warning signs, temporary signals and other protective devices shall u o REC AREA to facilitate requests for underground facility locate information. The Contractor conform to 'Traffic Controls in Construction and Maintenance Work Zones"as is cautioned that all utilities are NOT on this system. The one call dispatcher number is 1-800-424-5555. published by the Federal Highway Administration. LEGAL DESCRIPTION (General Site Location) SHEET INDEX Lot 5, Block 3 of Advanced Technology Park Subdivision, Phase Ilk , NE of YELL 0 W S T 0 N E CENTER - PHASE l l Section 14, Township 2 South, Range 5 East, P M.M., Gallatin County, Montana and SEC110N i - GENERAL & GR3DfNC being more particularly described as follows- Commencing at the southeast comer of said Lot 5 and true point ofW INFRASTRUCTURE AND SITE IMPROVEMENTS 2000 SHEET CC1,0 - GENERAL SHEET GC1.1 - GENERAL NOTES, LEGEND, & BASIS OF ESTIMATE beginning; (hence along the south property line of said Lot 5, N 89' 50' 41"W o distance of BOZEMAN MONTANA JJ700 feet Thence N 00' 09' 19'E a distance of J2.50 feet; Thence N 00' 09' SHEET C1.0 - PROPOSED SITE PLAN 19"E a distance of 442.73 feet; Thence along the northeast on an arc a distance of 118.24 feet, said arc having a radius of 330.00 feet; Thence S 46'25'00'E a SHEET C1,1 - PROPOSED GRADING PLAN distance of 21J25 feet; Thence along the northeast on an arc a distance 219.47 feet, said arc having a radius of 270.00 feet; Thence 5 00' 09' 19'W a distance of GENERAL CONTRACTOR: ARCHITECT: SECTION 2 - WATER 165.54 feet; (hence S 00' 09' 19' W a distance of 32.50 feet to the true point of beginning. ' - ` SHEET C2.0 - PROPOSED WATER SYSTEM Q,o r LARRY PE,4RSON AIA SHEET C2.1 - PLAN & PROFILE WATER SYSTEM STA 0+00 TO 5+00 YELLOWSTONE TRADITIONS _ 611WM*QAACkbC1VWM&M 4MWIJW FAX4ftJr01 SHEET C22 - PLAN& PROFILE WATER SYSTEM STA. 5+00 TO 8+76 Ra BOX 2310,1510"C Nf NO 48&AM 1 rA%41116AMM 30 ZE E"sr FR T.4hlA Ro.» SHEET C2.3 - FIRE SERVICE PLAN & PROFILE .v E3CcEMAN MONTAN.a 59'15 n PWCNEE lace:W-owe Fay Iron Sec-: SHEET C2.4 - WATER SYSTEM DETAILS W.e..0 Z Z ❑❑❑�E117117:10 OWNER: SHEET C2.5 - WATER SYSTEM DETAILS ®®®® SHEET C2.6 - FIRE SERVCE DETAILS W. Min St. o®®© _ YELLOWFONE CENTER, L.Q.C. SECTION 3 - SEWER -7 0 ®®®©n �o•TAro EIE �C 1 ' ' ' SHEET C3.0 - PROPOSED SEWER SYSTEM $ $ 0�❑❑❑� BOZEMAN, T IONTANA 59��1-1561 'o c 14 As .m SHEET C3.1 - PLAN &PROFILE SEWER SYSTEM STA. 0+00 TO 3+18 ❑0000 EIQQEIQO�I- E10 °ioNA SHEET C32 - SEWER SYSTEM DETAILS v a EI ❑ MARCH, 2000 SECTION 4 - ROADS & PA1:1RKING CN $ 000 �0 SHEET C4.0 - PROPOSED ROADS AND PARKING IMPROVEMENTS W. College St ❑❑❑❑ ❑11 - _ ® SHEET C4.1 - PARKING DETAILS (ASPHALT& CONCRETE) Or°^L CIVIL and STRUCTURAL ENGINEERING I^^� 0� SHEET C4.2 - PARKING DETAILS (ASPHALT& CONCRETE) uoY6L„ PROJECT MANAGEMENT SHEET C4.3 - CONCRETE DETAILS a Montana - t (A SHEET C4.4 - CONCRETE DETAILS SITE B RID G ER ENGINEERS, INC. SHEET C4.5 - PAVEMENT MARKING AND SIGNAGf DETAILS 1 1 23 RESEARCH DR. � Lincoln Rd. StatesSHEET C4.6 - ROADWAY PROFILES DATE: 611 N WALLACE Ph# (40 F; '.,85-0590 03/10/00 BOZEMAN, MONTANA �'3115 Fax# (406) 582- 1057 SHEET C4.7 - ROADWAY PROFILES - GUTTERS FEVOW a: University J*FT oe/02/00 A.ninglen Mbr � SECTION 5 - STORMWATER i oe/oa/oo Ka y PLAN SET NO. SHEET C5.0 - STORMWATER IMPROVEMENTS AB 00/01/00 VICINITY 1�AP SHEET C5.1 - STORMWATER WPROVEMENTS AR Onen� SCALE: NTS RECORD DRAWING SET Sheet Na. CORY P RAVNAAS v•No.14183PE r '•.SipNAt E�•' w t r ..n. WARNING 0��; IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO SCALE GENERAL SITE LEGEND BASIS OF ESTIMATE GENERAL NOTES: p� w SYMBOL DESCRIPTION OVANTRY/UNR DCSCBPP17ON 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN r ACCORDANCE WITH MPW STD. SPECS., 4TH ED., JANLAW 1996 WITH C.O.B. s S EXISTING FIRE HYDRANT 20 TONS IC. HOT PLANT MIX ASPHALT, TYPE B'SURFACE COURSE MODIFICATIONS DATED MARCH, 2000 AND THE CONTRACT DOCUMENTS S / INCLUDED HEREIYITHTHE BRK DATUM USED FOR TWS PROJECT. THE COB PROPOSED FIRE HYDRANT 0.07 TONS/TON ASPHALT CEMENT, AC 120-I5O or PG 58-28, (7%HBP) 2 WHICH ESCAPPROXIMATELY+15.44 FEET FROM STD./USGS a4TUM.DATUM o $al $ U # J. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING A11 UTILITIES. lTIlU11ES EXISTING SANITARY SEWER MANHOLE KNOWN TO EXIST IN THE PROJECT AREA ARE AS FOLLOWS: Z O0j UTILITY OWNER CONTACT TELEPHONE U © PROPOSED SANITARY SEWER MANHOLE TELEPHONE US WEST TEL. MT(l) GILL 1-800-424-5555 ELECTRIC MT POWER CO. CHUCK BUSTA 562-4612 EXISTING WATER MAIN CJ 4. ALL UTILITY INFORMATION SHOWN ON THE PLANS S FROM THE BEST DATA z , AVAILABLE THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR EXISTING SANITARY SEWER MAIN LOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO CONSTRUCTION cn g COMMENCEMENT W � 5. CONCRETE CURBS)AND SIDEWALK(S), AND ASPHALT PAVEMENT SWILL BE W PROPOSED WATER MAIN (SERVICE) SAW CUT BY A METHOD APPROVED BY THE ENGINEER. j 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL _ss_ PROPOSED SAN. SEWER MAIN (SERVICE) SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER MAINS. W 7. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES 1-4 a } PROPOSED UTILITY EASEMENT BETWEEN INVERT IN AND INVERT OUT TO ILLU5TR4TE ACTUAL SLOPE, �"A MEASUREMENT AND PAYMENT SHALL BE AS PER THE SPECIFICATIONS, i.e. CENTER OF MANHOLE TO CENTER OF MANHOLE �J 3 BUILDING SETBACK 8. THE CONTRACTOR SHALL PLACE CRUSHED STONE BASE COURSE, COMPACTED TO THE THICKNESS SPECIFIED UNDER ALL CURB AND GUTTER —E— PROPOSED UNDERGROUND ELECTRIC AND DRIVEWAY APPROACHES. 9. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND PROPOSED GENERAL U.G. UTILITIES MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CML/SITE (PHONE, TV, GAS, ETC.) CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT HIS OWN EXPENSE. o EXISTING OVERHEAD POWER POLE Q p 10, ALL WATER MAIN SHALL BE LAID WITH A MINIMUM COVER OF 6.5 FEET = N ALL WATER MAIN SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT Q TEST PIT 11, ALL FLATWORK CONCRETE SHOWN ON THE PUNS OTHER THAN THE W DRIVEWAY APPROACHES SHALL BE BY OTHERS I W POLE MOUNTED SITE LIGHT FIXTURE SEE DETAIL 2 ON SHEET CL1 12 CONTRACTOR WHEN CONSTRUCTION THE CURB AND GUTTER FOR THIS Q: 2 PROJECT SHALL TRANSITION FROM FULL HEIGHT TO LAY DOWN CURB(IN 5 �I Z PRE-MANUFACTURED BIKE RACK FEET) FOR FUTURE FLATWORK CONCRETE TO COMPRISE THE SIX(7) ~ W PEDESTRIAN RAMPS AND (1) TRASH ENCLOSURE AS DIRECTED BY THE Z ENGINEER. W 2 .�► INDICATED DIRECTION OF INTENDED V o g e- TRAFFIC FLOW 13. THE ENGINEER S RESPONSIBLE FOR STAKING AS OUTLINED W THE SPECIAL Q N PROVISIONS. CURB STOP VALVE 14. CONTRACTOR IS EXPECTED TO COOPERATE WITH YELLOWSTONE CENTER O v BUILDING CONTRACTOR (YELLOWSTONE TRADITIONS)AND ALL MISC. UTILITY (i a PHONE, N, CAS, ETC.) CONTRACTORS. pd WATER MAIN VALVE U1 � z J W DATE 0,3/10/00 REVI M DATE, t as/ozjoo 4 05/00/00 AB aa/011/00 Sheet No, ��� 0� GENERAL NOTES: ;,a.• ••�q; _ CORY P UTILITIES ARE KNOWN TO EXIST WITHIN THE PROJECT LIMITS. IN ADDITION TO THOSE LISTED IN THE RAWMAS c :�• No.14183PE SPECIAL PRONSIONS (SP-2), AN AUTOOA477C LANDSCAPE 'WATERING'OR SPRINKLER SYSTEM IS KNOWN o E. ' TO EXIST ALONG RESEARCH DRN FSS� CONTRACTOR IS CAUTIONED TO AVOID LIAMAGING THE LANDSCAPE SPRINKLER SYSTEM. CONTRACTOR WILL BE RESPONSIBLE FOR ANY COSTS ASSOCLATEO WITH REPAIRING DAMAGED SPRINKLER COMPONENTS CAUSED BY HIS ACTIONS) OR INACTION(S) RESULTING IN DAMAGE do RESEARCH DRIVE __- CONTRACTOR SHALL COOPERATE WITH OWNER/OWNERS REPRESENTATIVE TO COORDINATE HIS WORK WITH THE OWNERS OF ANY UNDERGROUND FACILITIES THAT AIRY HAVE TO BE MOVED ON ACCOUNT OF THE >b - - 8`84CONTRACTOR 1 NEW CONSTRUC71O . C 0 l WARNING N IS RESPONSIBLE FOR COSTS ASSOCIATED WD1l RELOCATING � � EXISTING UIXMES. IF ES MISC. UTILITY'(G)AND ELECTRIC UTILITY(E) SHOWN THIS SHEET ARE AN APPROXIMATE REPRESENTATION _*0'96l _ AL61.60.00S NOT M ESREASUREE I' _ N OF WHAT WAS INSTALLED AND/OR WHAT WILL BE INSTALLED WITH FUTURE PHASES. - - TriE1r oruWiNc is NOT TO SCALE G — r "- ^r O ROPf1SfD C X SIGN a ---A -* - b 13 12 11 14 10 9 8 7 6 5 4 3 E- � 15 ui vFr cuT>ER Li W � 17 I � a LI 9L L! a+ou b 60 m EXISTING. STREET ��� � � 'I w LIGHT 1 i� y W �S 20 35'-D Sf' -}- ,I L 69 O U �- 21 CLJPKRIC 1•- 18 X _I - s , Z 27 � e � I , J o N \ U 9 23 \ o o'�24 77 7825 I 26 p s o U o i A� • a n 4 I ,o;so 27 + • ! LIRE SIDEWALK", An a, � ��. {` �R PVATT MARXAW8Y OTHERS) 4(tivY V3 U31 1030 i' " � r 6 w W sf h%bryh� 0 28 29 � � �0y4 1� !i cnJO 1 31 i 4 32 i i 33 y� \ 5 b" s �; ► F, 5' FRQ T YAR CK W 4 R20'-0` •. o Cv 35 9 G. �� ti c ARr ► I 6 r_,O Q p Ocb ♦ N - t cv i \52\ 50 �k p e 4 r 49 61.. a Q �Ll z ' 35' NT 71 HVAC I Z ETLdACK /40,/ �. 1 a 1 b 59 0� 70 o W 2 / R ` 0 58 �. 69 I w 64 m U Z 41 l� Z ¢ W �� 57 4,' 68 0 •� W W m \ /43, 44 o y I cry p \ 147 a 65 a I 3 07 4B �� �� .� o� ♦ I ?�f\ Huc A - � W JO TRASH ENCLOSUTlC -_.- ------- -----------_-- —- _ _ p BY OTHERS E 25 SIDE YARD E K DATE: 03/10/00 _ ,04 Zf IEVOM: ;w- ,fZ BLY 9.61,60.00N 05/02/00 2 00/w/00 PROPOSED SITE PLAN N 09/01/00 NUklh �M SCALE: 1"=?0'-0" ti'OOTH -- WFSI Sheet No A Illy I' '. GENERAL NOTES - GRADING' LEGEND - �:N.14183s FINISH GRADE CONTOUR LINES REPRESENT APPROXIMAIF ROUGH GRADES FOR THE FINISHED SIZE o•,No 14183PE CONTRACTOR SHALL CONFINE WORK TO PROTECT THE EXISTING LANDSCAPE FEATURES IN THE SYMBOL L)E MPTION BOULEVARD AREA BETWEEN THE SIDEWALK AND SITE PARKING PARALLELING RESEARCH DRIVE. 4� EXISTING GRADE CONTOUR BUILDING/1 WILL BE UNDER CONSTRUCTION PRIOR TO EXECUTION OF THIS CONTRACT, _ RESEARCH DRIVE CONTRACTOR UNDER THIS CONTRACT IS NOT RESPONSIBLE FOR EXCAVATION, EMBANKMENT, �. BACKFILLING, COMPACTING, SUBGRADE PREPARATION, CLEARING AND GRUBBING, AND ASSOCIATED _ PROPOSED FINISH GRADE CONTOUR , SITE WORK FOR BUILDING/1. CONTRACTOR IS CAUTIONED THAT HE IS TO COOPERATE WITH / E �1 �� �"y WARNING BUILDING/1 GENERAL CONTRACTOR(YELLOWSTONE TRADITIONS) TO AVOID WORK CONFLICTS AND HE MUST COORDINATE HIS WORK WITH THE CONSTRUCTION OF BUILDING/1. ___=-____-- --- - - - - a� -- E" _ _ IF THIS BAR DOES THE ESTIMATED EXCAVATION AND EMBANKMENT OUiW1111ES INCLUDE THE THREE(3) STORMWAIER _ -- -- - - - _ NOT DRAWLMEASURE ,' RETENTION PONDS AND THE STORMWATER CONVEYANCE DITCH ALONG THE WEST LOT LINE OF Tiff --- `� d, HEN DRAwINc is NOT TO SCALE YELLOWSTONE CENTER (YC) SITE THE LUMP SUM (LS.) BID PRICE FOR ROUGH SITE GRADING SHALL INCLUDE SHAPING THE(3) STORMWATER RETENTION PONDS AND THE STORM TER CONVEYANCE DITCH TO THE DIMENSIONS INDICATED ON THE PLANS AND REPLACEMENT OF TOPSOIL 1` J �'A FOR THE ENTIRE SITE. q� 51q I 1q� SITE GRADING CONSTRUCTIONSHALL BE AS PER WPWSS SECTION 02230, STREET EXCAVATION, '� 613 Qn BACKFILL AND COMPACTION. PAYMENT AND MEASUREMENT FOR PAYMENT FOR 1) EXCAVATION bg3' �E yN ��S101q — — — - �� ABOVE SUBGRADE AND 2) EMBANKMENT W-PLACE SHALL BE AS SET FORTH IN THE BID FORM AND AS SPECIFIED IN SECTION 02230 OF THE MPWSS. �� 1,� 1�1 4 t w 6 - $3 ANY/AIL GRADING WASTE MATERIAL SHALL 8f STOCKPILED AT THE PROPOSED LOCATION FOR rL r `p1 - �T 4s �A �rN �5s BUILDING/J FOLLOWING EMBANKMENT CONSTRUCTION TO THE PROPOSED SITE GRADES FOR IHf BUILDING PAD. NO SEPARATE PAYMENT WILL BE MADE FOR STOCKPILED GRADING WASTE MATERIAL EMBANKMENT IN-PLACE VOLUME MEASUREMENT WILL NOT INCLUDE STOCKPILED Of I J Wad GRADING WASTE MATERIALS OR TOPSOIL REPLACEMENT AS IT IS CONSIDERED INCIDENTAL TO THE ^ LUMP SUM (LS.) BID PRICL hOR ROUGH SIIL GRADING AND/OR EXCAVAIION/LMLIANKMENI. Np� `ice. ��yx 1 k� c�' �b"� `S$p L �*1 b( C) 0 It- �. ��'zx Z� _ �,y,��ry1 TP z X1 V \ \ s z t y� PHASE Il BLDG. PHASE 1 BLDG, I W N PIG \ �� � �61q l �� FF EL. 4858.5' FT EL. 4& 5' Ix PE I z 3 E IP�r \ �° N F. `� � S/ / I c') Qc a 8 �' �15 1• - P i ( O �'kq�,j{1�M1y�/�T�'ry� ��Y' h�� �`'1�1ti aE•� — � � O Q LL 1gt�M'i'1 5`15 �►. �E4.p �sBs O is PHASE IV BLDG. c� m FF EL. 4858.5' O U q1 p �1 S19�t�y 4� \ �6 as 'mod' P 12 O 1�v DATE O � z owl" PROPOSED GRADING PLAN ,A SCALE 1"=20'-0" O 7 Sheet No. COPY R '. GENERAL N01E(S): No Ai aN a PE .T. CONTRACTOR SHOULD TAKE NOTE OF APPENDIX A OF THE SPECIFICATIONS. ss .ENs, ate,: •.,ONAL E,, CONSTRUCTION DE-WATERING MAY BE NECESSARY. NO SEPARATE PAYMENT SHALL 7 BE MADE FOR CONSTRUCTION DE-WATERING. THE COST OF DEWAIERING d OPERATIONS IS CONSIDERED A PART Of THE EXCAVATION COST. i p RESEARCH DRIVE ., sa WARNING 71- IF THIS BAR DOES _!.. NOT MEASURE i' THEN DRAWING IS NOT TO SCALE / - -- REMOVE 8'PLUG, THRUST / - - --- F - - ---, BLOCK, BLOW-OFF,�c A3E,GIN 8'WATER MAIN EXTENSION a 4a oR• B'45' BEND 0 8"45' BEND REMOVE 8'PLUG, THRUST j BLOCK, BLOW—OFF, 3 BEGIN 8'WATER MAW EXTENSION CONTRACTOR TO PRE-TEST 8"MAIN STUB BACK TO THE ,rM1 EXTG. VALVE PRIOR TO MAKING CONNECTION TO EXTG. MAIN / j Z C' J PHASE 11 BLDG. z FF EL. 48Ba.5' FF EL 4858.5' = WORK BY B413. FW_I W w 1 CONTRACTOR.I SEE SAM C2.6 W C9 / o I lLl FIRE HYDRANT EL. TOP NUT = 4858.93 / 3/4'WTR SERVICE Q ti I - - ---- % 45 BEND PhASE NI BLDG. 4'F.S. SERV`q FF EL. 4858.5' Q Q \ w I Z I- \ 8"45' BEND j LiJ Z PHASE IV BLX. ¢ ti \ \ 4'F.S. SERVICE FF EL. 4858.5' j Z j m \ 314 WTR SERVICE i 0 I- S \ ~ 07, \ I W z LLJ O>O 8'45' BEND —- 8" TEE �y DATE: 8" WV w/to/- - - A>:vinaN: ONE: 1 05/02/00 FIRE HYDRANT 2 05/05/00 EAST EL. TOP NUT= 4861.57 AB 00/01/00 PROPOSED WATER SYSTEM S GV.E I,—�,—O, NORTH SOULh r«am srs1�1 WES1 8"PLUG, THRUST BLOC , et No ��❑O .,.gip NTA.y'4..'•. CORV P '. RAVNAAS IT-N0.141S3PE .F..I�CEN5E0.Cj;' \ s ✓q 1. �b ww n c /" � em w: a•ro N d i 9 c' WARNING 2 0 1/2• r F � i 9' IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO SCALE a h / Do o , 19`WATER h� WA z� m w WATER MAIN STA. 0+00 TO STA. 5+00 LL" SCALE b^ 40 HORIZ. 1•=20' 0. .... ... 3 '= m N VERT.. 1'=5'-0' 3s t. , zx :: :: vQQJ O ..... :: .. N �y 1V o c3p2 + via . d �'c14 . d `� ��JUx 4 :: ....:: EX I W N v v v FINISH GROUNDy O 2 m z Uj 481)0 j- 2 O II 1. o z 202 LF B'CL 51 D.f. WATA AWN 278 LF 8'CL. 51 D.1. WAZEO AWW J TRENCH EXCAV AS PER WWSS SECT. 62221, PART J4.2 MCHEXCAV. AS PER AAAWSS SECT 02221, PART 34.2 TYPE '1'PIPE BEDDING TYPE '1'PIPE BEDDING TYPE A'HACKFILL TYPE B'BACKFILL 181(1 - n. DATE: „ r 03/10/00 -n -. .. REV6gR I . 1 05/02/60 2 06/06/00 A9 09/01/00 rr�PLW AND POW LE -meet No CORY p RAVNA8 3PIF E 0 ..OWA1. WARNING 0 'NOT BAR DOES NOT MEASURE I" THEN DRAWING IS NOT TO SCALE ia og'11, o 0 O MATCHLINE 'A' j ts,R R c) 0. SEE SHT. C2.1 z GARFIELD STREET 8f4'rA70R 8r wAya? z GARFIELD STREET (FUTURE) z WATER MAIN STA. 5+00 TO STA. 8+84 EXPANSION 'STUB' SC4ff c L 2 99 1 1 ! F H". 1'401-0" ! % ti�s Q, �4- � 1 1"=5'-O' c, 1!� -- -1 VERT. Ak Q) L -15 C, �g INN Qa 2 12 io -�g�! APPROX101TE 9! .C, ao FOY&i GROUW wl� cl, -1 + Cj + I0 I Ln (n in Ln + IV F;Z Ln at+ Q, In (n co Lt, 4 �k, + N -mat 8 DI ca D,1. W TR. Z3 O 384 LF 8-CL 51 D.IJ WATER 44 TRENCH EXC4V AS PER WM 5F0 02221, P j 4.2 rmE It"pff Brmm TOPE 94CXnLL DATE: 03/10/00 FWASWk, DATE. 05/02/00 2 05/05/00 AB 09/01/00 WATER PLAN AND PRDFKE Sheet No NTq CORM t. 1,RAVNAAS a• No.14183PE ''S./DIAL Eta' +R PM10"n ®®r rn T — —� WARNING 4'F.S. SERVICE I � IN THIS BAR DOES NOT MEASURE 1' �o L-1,. ' � THEN DRAWING IS NOT TO SCALE • 4'FS. I --- 4+----- EM 2 BLDG. 3 1 ^ W q BELOW SLAB WING COWOMENTS �_ TO BE INSTALLED BY BLDG. FND. W=x (S), - R W SUBCONTRACTOR / 4 F.S. SERVICE �� 4 i o - °2 F.S. SERVCE �LSER g�� SEE DETAIL 3IF2.6 6 z -i--- r;+---�1- ---r --- ---- --- <-- — —— — — — — U 4 F.S. SERVICE � "/ ua - -- - -- - -- - - - zo y ` z w .15 � �,� JCS ckz ILA: N O „m.^ � W� v H m Q v1 noLZ' ;� R/S ti e0 O O �/S Ii O Chi �'v �.izu h �'¢U) � C ti I _ ___ X/MATf APPROXIMATE ----------- --- iza FINISH GROUNDFINISH GROUNDApm W - XCRbIAVb XIMATE i APPROXI Tf a �" --- _ FINISH (MATE 2 EXTG GROUND - --- --- -- -= - ---- FINISH GROUND llJ L 0 2 4'q.l. F.S. LINE EXTG. GROUND z 4"D.l. F.S. LINEI, D.. F.S. Ld�E ti 4"D.l. F.S. LINE-\ 6i2 Z W 91'L. 41t Lil.. S. LIN£(BY OTHERS) 81' L.F. 4"01 DL F.S. LINE (FUTURE) Q No--�70'LF. t 01. F.S. (YC PFI� M) W W 25'L.F.-4* D.I. E.S. E(YC Fh I) 6 L.F. 4 /D.I. F.S. LINE 25'L.F. 9'1<D.I: F.S. LINE (YC PH q) Z j m 13'L F '/U L F.S L1ME(F ) FUTURE CONNECTION SCALE SCALE HORIZ. 1'=20'-0" SCALE SCALE HORIZ. 1=20'-O" S VERT. 1"=5'-0" HORl7 1=20'-0" HORIZ. 1"-20'-0" VIM.. 1=5'-0" VERT VERT. 1`5'-0' DATE of/10/o0 IEWSM ;; F.S. SERVICE - BUILDING 1 F.S. SERVICE - BUILDING 2 3 F.S. SERVICE - BUILDING 3 4 F.S. SERVICE - BUILDING 4 1 05/W/- 2 06/06/00 SCALE: 1 =20'-0" C23 SCALE: 1"=20'-0" C2.3 SCALE: 1"=20'-0" C2.3 SCALL: AB 09/01/00 M 301Y E OE0N.7 Sheet u/NN,,J GORY P 30• No i4183PE•T STANDARD THRUST BLOCK DIMENSIONS AWM V&If WR too PS! 150 PSI 250 PSI PS!R 'A' _W� WARNING SIZE SIZE 'C' -A •18- F V -A- 'R_ 'A V J14 6-8' 2!-0' 2'-0* 2'-0' 1'-0- 2'-0' 2'-0* 2'-0* 2-0- 2--0' 2!-0* 2'-0' 2'-0' 2'-0-1 2'-6" IF THIS W DOES 314' 10' 2'-0' 2'-0' 2'-0* 2'-6' 2*-6' 2'-0' Y Y 2'-6- Y-0, -0, -0, XC- NOT MEASURE I" I �X_0. THEN DRAWING IS -3' 2'_0' 2�-O' J�-O' X-C 2-8' X-C I - - X-0, J�_O' A NOT TO SCALE J14' 12' 2' J'-O* J'-0* 4'-J' 3'-0 3'0' 5'-0' UNDISTURBED 1" 14' 2'-J-. 2-a- 2--4- 3'-6. X-C Y-0' 4'-0* 3'-0* X-C 4'-0'4'-6- 4'-0' 5'-6- 4'-0' 4'-0' EARTH REDUCER 1 118' 16' 3'-0* X-C X-C 4'-4" 3'-0' X-0' 4'-6* 4'-0' 4'-0* 5'-0 4--0- 4--0-1 6'-0' 4--0' 4'-0- R9KR AW" 1 114' 18' j-8' j'_0' X-0, 5'-6' 3'-0' X_0' 5'_0' 4'-0' 4'-0* 6'-4 4'-0' 4--0' 5'-9 5'-0' 5'_0' 24' 4'-4* 4'-0' 4'-0* C-6* 4'-0'1 4'-0" 6'-6' 5'-0* 5,-0"1 6-6' 6'-0' 6'-0' 7-8. 6'-0' 6'-0' NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURE IN SYSTEM THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6*VALVES AND LARGER UNLESS SPECIFIED By THE ENGINEER. .6 UNDISTURBED C. STANDARD DIMENSIONS FOR THRUST BLOCKING EARTH I I V0UGGED TEE TEES huz I — REDUCERS&22 112' UNDISTURBED 0 RTIN 'w' &wo EARTH SIZES A a A B C0AfCff7E- z 8 A A a ANCHORS 0 4' 0' 6' 6 2'-0' 2-0 2'-6 1-8* C-9, 0'-10' 'A' 8. 2'-8' 2'-6' -2 -0 2'-0' 1,-g, 1'_6' 'B" Z to' -4 X-j* 4'-0* J'-to' X-0, 2-9' 2'-2- 2'-0 _J. NOTE COAT RODS#VH 'WIFL76'80MISW No 5o Ca4nW Dy Eow. E:ET 4'-0' 1 3' 10' 41-8- X-8' X-J, Y-8* 1 2' 11%, 14' J'-to" 6'_6' 5'-0' 4'-9' 3,-6, J'_6' I z NOTE: THIS TABLE IS 84SED ON 150 PSI MAIN PRESSURE and 2000 PSF SOIL BEARING PRESSURE WRAP ALL FITTINGS WITH TEE UNDI ST URBED BENDPOLYETHYLENE EARTH z THRUST BLOCKING FOR WATER MAIN FITTINGS & VALVES Not 10 Scale 8'- 0'MAX. X- 0,MIN. To RACK OF CURB DETAIL OF A PROPERLY INSTALLED CORPORATION STOP SHOWING GOOSENECK IN MUELLER CENTURION SERVICE PIPE HYDRANT zz: STEEL POST MARKER SELECT MATERIAL BACKFILL AREA (SEE PUMPER NOZZLE TO FACE 5.LONG, PAINTED BL SPECIFICATIONS ON BACKFILL FOR ROADWAY UNLESS DIRECTED PROPERTY CORPORATION STOP 0 OTHERWISE LINE OR APPURTENANCES) EASEMENT (MUELLER) LOCATION FOR GATE VALVE LINE WITH VALVE BOX FIRE HYDRANT ASSEMBLY 5 1/? BOULEVARD ELEVATIONS AS SHOWN Mp) ON PLANS OR 0.2' 1 1"1 1 ABOVE TOP OF CURB STREET SURFACE 5'S EWAL GROUND SURFACE E' GRADE I 2 0 C 'S CURB zO MIN. COVFR 4 CONIC THRUST 'L-u AS SPECIFIED BLOCK (TYP) TRENCH BOTTOM L&j �,i C.) AWWA FEE or T APPING SLEEVE LLj CONC. THRUST ON WATER MAIN GENERAL NOTES. BLOCK SEE DETAIL Z� 41C2.4 Is MIN AS 5 U =ij jj� S BEARING WATER SERVICE LINES SHALL HAVE A MINIMUM 65' COVER MEASURED FROM THE NftFACE (TYPICAL EXCEPT IN S SPECIAL EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM PE CIRCUMSTANCES WHERE CITY HAS MAIN TAP BY CONTRACTOR Ln i *i? — "' . APPROVED ALTERNATE LOCATION) CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE �fjITTT MIN, 142 'I'Ir T11 WHICH HAS AN UPHILL SLOPE WATER SERVICE LINES SHALL BE HAVE A MAXIMUM CUBIC /.5'COVER AT CURB STOP, YARD SHED CURB STOP GRAVEL UNDISTURBED EARTH WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR WATER AWN AS SPECIFIED. GENERAL NOTES. 6*CL 51 D1 FIRE HYDRANT LEAD PIPE BASE MATERIAL—' BEDDING SHALL BE 1"0 MAXIMUM WITHIN 6'OF SERVICE PIPE THRUST BLOCKING To BE IN CONFORMANCE WITH WATER MAIN FITTINGS THRUST BLOCKING FOR BOLTED FITTINGS, BLOCKING SHALL NOT OBSTRUCT BOLTS HYDRANT WEEP HOLES TO REMAIN UNOBSTRUCTED PROTECTIVE 13ARRIER POSTS MAY H H E REQUIRED FOR SOME INSTALLATIONS, INSTALL PLUMB W/MIN. 4'-0-CLEAR ALL AROUND (TREES, DATE. HEDGES, BUSES, ETC) 03110100 WATER SERVICE LINE DETAIL FEVO" IAW_- Not To &ole FIRE HYDRANT DETAIL WATER SERVICE LINE , 05/ods/00 r2 AB 09/01/00 Not ii, Scab, Not to Scale v WA7M WTALS Sheet No 9204 .e�pNTq,y4... CORY PNAA '. v No A14 83PE 0. GENERAL NOTES k TOP OF NEW PAVEMENT Dow R MEASUREMENT OF WATER MAIN (or FS MAIN) INSULATION 1S BY THE IJNLAR FOOT(LF) PAYMENT 8"0 TRAFFIC BOX w/CAST SHALL BE MADE AT THE CONTRACT UNIT PRICE PER LF, WHICH INCLUDES FURNISHING AND IRON FRAME AND COVER LID UNDISTURBED INSTALLING THE MAIN INSULATION, ALL EXCAVATION, B4CKF7LL AND COMPACTION REQUIRED FOR THE WARNING % SHALL READ IVATER` EARTH (TYP.) INSTALLATION. a- __ _ 6' 118`MIN., 114`MAX. CONCRETE THRUST - BLOCK (VIWJ MJ GLA% J� -- —�I-- IF THIS BAR DOES { I / — NOT MEASURE 1' 6" MJ GLAN _ BACKALL AS- L TNOT TDoWINGSCAL S D.I. ICI_, PER SPECS II PIPE SAND (2"MIN)VARIABLE III' 4" THICK RIGIDM J VALVE - INSULATON APP- ROVED FOR BURYCOMPACTED BASE d MJ GLANSUBGRADEG N AI NO MIN. CORROSION RESISTANT ALL THREAD �( D 1 WATER M III_= � ADJUST WATER VALVES UPWARD OR DOWNWARD AS REQUIRED. FINAL ADJUSTMENT SHALL BE M,l VALVE RESTRAINING ROD, CONFORMING TO ASTM A242-81, 5 /'\ . z MADE AFTER PAVING AND BEFORE SEAL COATING. INSTALLED IN HALF THE AVAILABLE FLANGE BOLT - \\ III HOLES 2" THICK RIGID INSULATION wa MJ GLAND D.I. (1YP) WHERE NECESSARY, CLAMPING LUGS - TYPE `1" J APPROVED FOR BURY, 7YP e MODEL NO. 69 TYCFR CORPORATION ADJUSTABLE SCREW-TYPE RISERS MAY BE USED TO RAISE �� DESIGNED TO FIT OW17LE IRON (D.t) PIPE AND / or OR ADJUST EXISTING VALVE BOXES ONLY FI-10,.TYP / BEDDING c -w CONFORMING TO ASTM 536-80 SHALL BE USED IN - > -;-- ---- VALVE BOX ADJUSTMENT SHOWN DESIGNATED AS TYPE I! WATER VALVE ADJUSTMENT. TYPE CONJUNCTION WITH THE RESTRAINING RODS I I I WATER VALVE ADJUSTMENT IS SIMILAR EXCEPT WITH A CONCRETE COLLAR �l `Z 0 GATE VALVE ADJUSTMENT DETAIL 2 VALVE/TEE RESTRAINT 3 WATER MAIN INSULATION DETAIL C2.5 Not To Scale C2.5 �I C2.5 Not To Scale U ro ?' WATER OR SEWER AfA7V 0 0 NO VERTICAL REQUIREMENT 4 C7 I / MOUND TRENCH WITH 6"NATIVE W / \ TOPSOIL OR SUBGRADE PREP I GRADE AS REQUIRED. \ � w I WATER OR SEWER MA/NJ 10'MIN Oi O2 TWE A' OR 'B' TRENCH _ PARALLEL ARRANGEMENT / BACXFILL AS PER PLANS 1 BENCHING OR INSTALL l .,.� r 2 L/2O NOTE: SLOPING,SUPPORT SYSTEMS SHALL CONFORM WARNINGTTAPE - 4 \'�•• i CZ.Jr WITH OSHA. CONSTRUCTION 18'MAX. DEPTH STANDARDS FOR EXCAVATIONS. - - (WATER) 6.5'Min I - •"'� � � 18 luny 2O O -NEW PIPE Q CRUSHED ROCK - - •�. �« r = o SELECT TYPE 1 BEDDING MATERIAL s "� -- B' /% �EXIS7ING !�P£ Z - GATE VALVE PLACED IN 6'LAYERS AND NEW PIPE COMPACTED SPECIFIED INQL 1 :' z _ REBAR ANCHOR SECTION 02221 MPWSS TYPE 1 PIPE BEDDING PLACED IN --N; GENERAL N01ES. CROSSINGS 5 ' Q 6'MAX LAYERS AND COMPACTED � 7 O ti B THOROUGHLY �`'.'N -_.a ',4" SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES APPROVAL IS REQUIRED ~ Z 'C` TRENCH WIDTH=0.D. of FOR A HORIZONTAL SEPARATION DISTANCE LESS THAN 10 FEET AND FOR A VERTICAL SEPARATION z CONCRETE THRUST BLOCK TYPE 2 PIPEBEDDING WHERE PIPE PLUS 2'MIN. W ' z SEE SCHEDULE ON SHT C2.4 REQUIRED FOR SOFT OR TRENCH WIDTH = 3.5' , DISTANCE OF LESS THAN 1.5 FEET BETWEEN WATER MAIN AND GRAVITY SEWER MAIN. Q a I UNSTABLE FOUNDATION I U o 1 NO EXCEPTION TO THE MINIMUM SEPARATION REQUIREMENTS (VERTICAL OR HORIZONTAL) IS PERMITTED Q N �t ' ' o I, WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER MAIN OR SEWER FORCE MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MA1N BEING CROSSED. 0 U WHERE LESS THAN 18 INCHES OF VERTICAL SEPARATION HAS BEEN APPROVED BY BOTH THE CITY OF (/) RE BOZEMAN AND THE MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES, THE NEW GENERAL NOTES: GRAVITY SEWER MAIN, OR THE NEW WATER MAIN, AT THE CROSSING SHALL BE MADE FRO A FULL GENERAL NOTES: WHERE TRENCH PASSES THROUGH EXIS77NO PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A LENGTH OF PIPE CENTERED ON THE CROSSING, AND THE CROSSING ANGLE SHALL BE APPROXIMATELY COAT ANCHOR REELAR WITH 'KOPPERS'BnMASTIC/50 COA17NG OR EQUAL THRUST BLOCKING NEAT VERTICAL LINE A MINIMUM OF 12"(30cm) FROM THE EDGE OF THE TRENCH OPENING. 90 DEGREES. NEW GRAVITY SEWER MAINS CROSSING WITHIN 18 INCHES OF A NEW OR EXISTING WATER J &ANCHORS ARE REQUIRED ON VALVES ONLY WHEN SPECIFIED ON THE PLANS OR IN THE WHERE NEAT LINE IS LESS THAN 3' (0.9M) FROM EDGE OF EXISTNG PAVEMENT OR CURB AND M41N MUST ALSO MEET OR EXCEED THE REQUIREMENTS OF "RECOMMENDED PRACTICE FOR LAJ SPECIAL CONDITIONS COMPACT SUBGRADE TO 90%MAXIMUM DRY DENSITY Elm lSECTION,AV REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND LOW-PRESSURE AIR TESTING OF INSTALLED SEWER PIPE"(UNI-8-90, OR LATEST VERSION). �- 'T"IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED, DATE: OJ/10/00 ALMl101A OAIE: 4 GATE VALVE DETAIL 5 UTILITY TRENCH DETAIL — WATER 6 MAIN SEPARATION DETAIL °°/02/°° Y Oa/00/00 c?.5 Nol To Scale cz.5 r�;,I ;,, c2.5 Ae as�,/00 N'ot To .Scale "M OETAAS Sheet No. •����NT��9� CORY o RAYNAAS No.14183PE•4,: ':FSS��fNsc9N�j�2' GENERAL CONSTRUCTION NOTES F YIIYI M BUILDING FOUNDATION SUB-CONTRACTOR (UNDER A SEPARATE CONTRACT) n. WILL BE RESPONSIBLE FOR INSTALLING BELOW-SLAB F.S. SERVICE PIPING ,ro COMPONENTS AND COORDINATING HIS WORK WITH THAT TO BE PERFORMED BY WESTERN PLUMBING. WARNING o`-�' COPPER SERVICE LINE FROM BUILDING TO CURB STOP VALVE AND THE 4"MUELLER O.S.&Y. RESILIENT WEDGE CURB STOP VALVE SHALL BE SUPPLIED AND INSTALLED BY WESTERN GATE VALVE. POSITION PARALLEL IF THIS BAR ooES PLUMBING IN THE OPEN TRENCH OF BLDG. END. SUB-CONTRACTOR WHEN FIRE SUPPRESSION EQUIPMENT WITH ADJACENT WALL. NOT MEASURE 1' W THEN DRAWING is INSTALLING THE 4"FS SERVICE LINE TYPE "K' COPPER WATER SERVICE � (8Y OTHERS) NOT To scAi.E PIPE SUPPLIED SHALL INCLUDE SUFFICIENT LENGTH TO EXTEND TO THE CURB STOP VALVE AND VALVE BOX. EL. = 4861.25' BELOW SLAB PIPING COMPONENT + - LVE TO BE INSTALLED BY BLDG. END.I ��- THIS CONTRACTOR SHALL TERMINATE THE 4'0 F.S. SERVICE INSTALLATION (END STHSAPROJECT) SUBCONTRACTOR(S). APPROXIMATELY 80 FEET FROM BUILDING FOUNDATION WALL ALONG THE z os ALIGNMENT SHOWN = _ F.S. SERVICE RISER EL. = 4860.5' a4 p m YELLOWSTONE CENTER (YC) PHASE!I CONTRACTOR SHALL TIE INTO THE J/4" — - { $ SEE DETAIL 3/C2.6 N TOP of AOAPT.�SPOOL (4") '_4 � CURB STOP VALVE AND 4'F.S. SERVICE LINE WHERE TERMINATED BY THE I ",="}- �- + 3 4"WTR I E O BLDG. END. CONTRACTOR. CONTRACTOR SHALL REMOVE END CAP AND TIE a� � W INTO 4"CL. 51 D.I. F.S. SERVICE MAIN. _+_ _�_ - — FLANGE TO BE THREADED ON STANDPIPE. m O -y���o __ yQjQ FS. SERVICE PAYMENT FOR THE WORK PRESENTED HEREIN SHALL BE AS SET FORTH IN MJ TO FLANGE ADAPTERS ARE NOT ACCEPTABLE. �. THE BID FORM(S) FOR EACH RESPECTIVE PROJECT - o _ mR BtQG. END. YC GENERAL NOTES - FIR SERVICE !N lNST L.ennA1 � CONTRACTORS PH-11 RgSPONSIBILITY THE FIRE SUPPRESSION SYSTEM PROPOSED IS CLASSIFIED AS A CLASS I z SYSTEM AND SHALL MEET THE REQUIREMENTS SET FORTH BY THE C.O.B. _ q o 3/4"WTR S410E� STD DRAWING NO. 02719-3. REVISED JANUARY 2000, MPWSS 4TH ED., AND C.O.B MODIFICATIONS TO MPWSS. t--- - - ---___--- E_L = 4858.5' 4"F.S. SERVXr �� A MINIMUM DEPTH OF COVER OF 6.5 FEET SHALL BE ACHIEVED OVER THE i BLDG, I F.F. ELEVATION U Z ENTIRE FIRE SERVICE LINE FOP OF SLAB z THERE SHALL BE A MINIMUM OF 2 FEET OF SEPARA7ION BETWEEN THE FIRE SERVICE LINE AND THE DOMESTIC SERVICE LINE AND A MINIMUM SEPARATION 1y _ OF 1 FOOT BETWEEN THE FIRE SERVICE RISER AND THE INSULATED W FOUNDATION WALL. Z 4"0 CL 51 D.I. PIPE. INSTALL (� PLUMB AND LEVEL. Z LLi NOMINAL PIPE SIZE = 4" FLANGE O.D. = 9" w CL BOLT CIRCLE OIA. = 75"� M 0 0 3/4°0 RED! ROD. (TYP. Of 2). INSTALL FLANGE TNICANfSS = 0.94° 80Lf HOLE DlA. = 0.75" i � FROM MJ 90' BEND TO FLANGE AT O.S.&Y VALVE. INSTALL NON-ADJACENT AT 2 OF AS h s o BOLTS = 8 THE 4 MJ BOLT HOLES. w k^ BOLT DIA. ,y 1- - 5/8"R 3' 2` o + 2 ti ti W�ti' o m 4" D.I. FLANGE DETAIL LO SCALE: 1 =1 -p' Q \ EL. = 4854.5' T N APPROXIMATE TOP FrG./BOTTOM END. WALL z FWSH GROUND 4'D.I.. F.S. LINE 4"0 CL. 51 D.I. PIPE. ---- EL. = 4853.83' 2 80TT044 FIG. LL I r' "g 2 91'L. 4"><D.i. S. LNVE ' OTHERS)) THRUST BLOCKING Z 2 'LF 4' A1. F.S. LIIyE (YC PH I V q 4'0 CL 51 D.f 90' BEND(S) 4.0 CL 51 D.L 90- BEND(S) W SCALE w/ MJ FITTINGS w/MJ FITTINGS 4J W O "\ } m HORIZ. 1'=20'-0" - VERT. 1"=5'-0" A. +1-4852' o 'd �! f , j' 4"F.S. MAIN i Thrust Block J Z SECTION 'AA ' 03/`10/00 F.S. SERVICE - BUILDING 1 F.S. SERVICE RISER DETAIL - BUILDING I RE'^5'0N -DATE:- 1 05i0z/00 C c 6 SL:AL E, 1 1 , _ 1, p„ 4 05/05/00 �.S SCALE: 1 -2p' p' � ., A9 09/01/00 F3.SERVICE OE141.9 Sheet No ��❑0 I •••oN FAN•.•. CORM o -0; RAVNAA' •; CrOM1'Ati I NM NOW) CONTRACTOR SHOULD TAKE NOTE OF APPENDIX A OF THE SPECIFICATIONS. TION DE WA lERING MAV BE NE CESSARY NO SEPAR ATE PAYMENT SHALL CONSTRUCTION DE-WATERING. THE COST OF DEWATERING OPERATIONS IS CONSIDERED A PART OF THE EXCAVATION COST. 7�dO RESEARCH DRIVE ass c own+. WARNING �j -- - - - o yr IF THIS BAR DOES - - NOT MEASURE 1' - - THEN DRAWING IS NOT TO SCALE I I UDgg I Q�iC n LL, - . 1 i —f o W D_' J " I of LLI $$ 11 /" / Z �r 1� .•� c go PUBLIC SEWER R&4f0VE h TIE LNTD EXTG. u �, INV. ELdV 4845.94'. TOR TO VEFWY INV. ELEV Z ENGAGER PRIOR TO CONSTRUCTION. I _� Z Q /SEWER 5 FM21Yl1i TE FROM THE PROP. LIVE L� PRIVATE SEWER PHASE II BLDG. u Pf"1 BLDG. FF EL. 4858.5' FF El. 48MY I Li 0-4 I W o / F 4•SS SERV. e 8'CLEANOUTOlt j i / r I Q o I � Qc 2 PHASE III BLDG. Z C FF EL. 4858.5' w W o Q I � V Z � I W W o \\ PHASE IV BLDG. I Z m \ FF EL 4858.5' j I Q p •� Q• j � z J` p \ A I LLJ N•- �O - - --- - - - - --- - - - -- - - -- - - - -'-------------------------------------- -- - - ----------------------------- O �O DATE 03/10/00 J - �� REVRION: fm/�/� 2 00/00/- AB 00/O//00 EAST 17 PROPOSED SEWER SYSTEM SEOR"AN NORTH #SOUTH AND PFAFU SCALE.' 1'=20'-0' WEST Sheet No. 900 ::�pNTq N�:•• CORY P �: RAVNA ;Q•t No.14183PE sR O �.. f I iI -15 / / k \ WARNING ---- - I !1 IF THIS BAR DOES '\ NOT MEASURE 1' THEN DRAWING IS '/ NOT TO SCALE J�l! 4'S4 SERV \ 3/1/JO S/S,(7dNlr � I J DO I I � III � �9�� � z /• ��� o 1 + II �5 xso ti, S� c0 ¢< I v j z 4' SERV. i z 8'SEWERS C/j i W r OG Q =� BM/1 - EL. 4855.31 C.O.B. DATUM, TOP NUT F. HYD. 9 INT. TECH. BLVD. S. h RESEARCH ORNE SEWER MAIN STA. 0+00 TO STA. 3+ 18 BM/2 - EL. 4864.17'C.O.B. DATUM, TOP NUT F. NYD. 9!NT RESEARCH OR. Er GARFlfLD ST SCALE HOW - o - -- - - N mw.. 1=5-O' CL lv 3 ca -� O� A\R�P, C c' APPROXIMATE ^ N S U N] EXISTING GROUND m g N �,w APPROXI TE < ;3 FAMSN ti m 4n ro m `n ro :N.b.ti' Ci Z5 - - --------- '--._1 � Z w j V o - ---- $ ¢ N Lv w m - �35 PVC O v s1� DYl F- -T - SLOPE PE - - - - - m p1PE LENGTH 116.25 (/) S n. DIA. SDR SL PE 1.60X m GTN 202.20' ? PIPE J 290 LF 8'SGR 35 PVC SEVER A41YN EXSTP TTYPE AF BAC AL G PART 3.4.2 TRENCH EXCAV. AS PER MPWSS'SECT. 02220 _ DATE: w/to/oo 2 05/06/00 AS 09/01/00 gYIER PUW AND PROFLE Sheet No ��❑ CORY P '. RAVNAAS _ No 14183'k GREEN STEEL POST PROPERTY AT END OF SERVICE y LINE OR _ FRAME AND COVER TO BE EITHER CARD NO. 52441, MCI 5 1/2' BOULEVARD I LINE EA EASEMENT 305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772-8 RIM ELEV. 4857.45' COVER. COVERS SHALL HAVE 1'PICK HOLES (TYP') ' ► WARNING j * STREET SURFACE GROUND SURFACE 2' 7 5'SIDEWALK 0 1/z• i• -' NOTE ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE (TYP. I v RING & TOP SECTION, AND AROUND SEWER PIPE INTO F THIS aus DOES 4 MANHOLE SHALL BE WATERTIGHT. JOIN77NG MATERIAL SHALL NOT MEASURE 1' COMPACTED BACKFILL THEN DRAWING is i - BE 'RAM-NfK'OR EQUAL FOR ALL JOINTS EXCEPT NOT TO SCALE BETWEEN SEWER PIPE AND MANHOLE WALL. I� (SEE SPECS) IL_ - l i_5• TYP. -1 MANHOLE STEPS AT 16'0"17. SERVICE LINE SLOPE =Y,'PER FOOT MN) Y2' ul 5" PER FOOT MAX z <t— O oa^ 4 PRECAST REINFORCED CONCRETE MANHOLE RISER& f f o w~ ECCENTRIC CONE TOP MANUFACTURED 1N ACCORDANCE WITH 45' ELBOW 7 x2' WOOD MARKER F ASTM DESIGNATION C-478. w <B IN-LINE WYE FITTING FOR NEW INSTALLATIONS. �- NOTE MANHOLE SHALL BE CONSTRICTED IN ACCORDANCE 3 7 ' \ JWITH AN. 2000.• STANDARD DRAWING NO. 02722-1. REVISED SERVICE INVERT TO LOWER THAN -_ f o n SPRING LINE OF SEWER MAIN FOR WYE ro 4 FITTINGS PLUG a - SHELF-SLOPE 1'PER FOOT TOWARD CHANNEL. SEE CHANNEL DETAIL Z x SEWER MAIN NOTES: A INSTALL SEWER SERVICES ALONG THE ALIGNMENTS AND GRADES AS SHOWN ON THE PLANS. TERMINATE SEWER SERVICE STUBS FOR BLOCS. 2-4 AS SHOWN ON THE PLANS AND APPROXIMATELY 10' b Channel - da of pTe + INVERT IN. FROM THE PROPOSED BLDG. SITES. CAP FOR FUTURE CONNECTION z INVERT OUT. EL 4848.93' �., EL. 4848.73, r 5 SANITARY SEWER SERVICE LINE vi o • ^ C3.2 NUI !U SCALE W wa_ 14 bars - I'-0"C < z PRECAST OR POURED-IN-PLACE FLEXIBLE GASKEIED ti-- 5'-4" TYP, BASE POURED-IN-PLACE BASE, JOINT. 8'A-LOK MINIMUM CONCRETE THICKNESS HEAVY DUTY MONUMENT BOX, SIMILAR TO CARD ENG. NO. 50608-1 F+ z , n'P BELOW PIPE IS 8 INCHES. PRECAST MOUND TRENCH OR GRADE WITH 6' S W ELSE, MINIMUM THICKNESS IS 6 FORSUBGRADE PREP. AS Fri Lti; INCHES ALL BASES REINFORCED AS REQUIRED. W W SHOWN. SEAL JOINT WITH RAM-NEC w --__-_ TYPE A' TRENCH ' 8'X 3'ROUND CONCRETE SLAB BACKFILL SANITARY SEWER MANHOLE #2 (STA. 2+02) SLIP HUB TO NOTE SLOPING, BENCHING OR INSTALL DETECTABLE FROST THREADED ADAPTOR SUPPORT SYSTEMS SHALL CONFORM WARNING TAPE - EXPANSION W17H O.S.H.A. CONSTRUCTION DEPTH 18'MAX SLEEVE STANDARDS FOR EXCAVATIONS. (SEWER) yg 44' Off NORTH THREADED PLUG 1 Q - � CLEANOUT PIPE, B'PVC SELECT TYPE 1 BEDDING MATERIAL � � � 6-7 PLACED IN 6'LAYERS AND -_ COMPACTED AS SPECIFIED INA F w SECTION 02221 (MPWSS) K w TYPE I PIPE BEDDING PLACED INS€ 2 RADIUS OF hl.H — 45 6'MAX. LAYERS AND COMPACTED rw3 j T-0"MIN. QL 1/8 BEND_ THOROUGHLY _ Slope of 1'per Ft — W Channel to Tull TYPE 2 PIPE BEDDING WHERE TRENCH WIDTH=0.0- of Z pipe depth REQUIRED FOR SOFT OR ___ PIPE PLUS 2'MIN. �LJ 2 SLOPES — - UNSTABLE FOUNDATION TRENCH WIDTH = 35' V a sHELr 09' T L z W O DIA. OF SEWER PIPE CONCRETE �! J m 0 THRUST BLOCK 0 I - i � GENERAL N01E5: (/� � 6- 8'PVC � WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12-(30cm) FROM THE EDGE OF THE O 7 SEC17ON A-A TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' (0.9M) FROM EDGE OF �1 N Y EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE EN77RE J PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. i 0' OFF NORTH PLUG END OF LINE CLEANOUT DATE 4 UTILITY TRENCH DETAIL — SEWER 03Te/ao 2 MANHOLE 2 DETAIL A MANHOLE 2 DETAIL 3 SAN. SEWER CLEANOUT (STA. 3+ 18 oa7oa/oo C3.2 C3? C3.2 C3.2 Not To scale 2 05/0E/00 SCALI. V4" - C-0" SCALE: 314" _ ]'-0" NOT TO SCALE A9 09/01/00 0 SEWER XTA.S Sheet No (K o02 pNTq - CORY P No.14183PE•w .•FS.fi�ENSE�•'G:. '•SiOq AL E-P.•' RESEARCH DRIVE IC4.3 _ WARNING 6 . 0 /2' t' 77 zr IF THIS BAR DOES NOT MEASURE 1' - �— - THEN DRAWINGS NOT TO SCALE II I 1 2 - - - - 3 3 C4.1 C4.3 C4.5 Qn C4.1 1 C4.2 C4.2 =yuL€r LWTER I 8 W I 3 ,I 9l - L!' 06 0 C4.3y .tk 35-0 69 j 0£ < 1 e \ 2 I o C4.3 i / I rj) /. \ ' i 07313HV9 801 o RS 1N3M Sd3 G310 01030 ��R / 1 / C4.2 / y Z C4.1 `�� S£ Z 1. C4.1 co cz ti W C4.5 j 4 �� R20'-o' j o j Q 9 011; \ 011f o 9� � A C4.1 o C4.5 W Z uj Co � C4: I ----------------- ------------ ---------- -- ---------- )O 4 -— _- C4.5 tiJ -� - - - - -- oa+ r• - DATE. 03/10/00 NEVIS A DATE: I 055/02/00 2 05%m/00 EAST Ae 09/01/00 PROPOSED PARKING LOT NORTH SOUTH x AO�• SCALE: i'=20'-0' vNaMNG cNc IM?ROVU,b(R WEST Sheet No CORV P RAVNAAS No 14183PE• t '•`r•�C;AL rI1M 13'-10" � 13'-10" ! �era - — ---- 4. I DEPRESS CURB TO THIS LINE FOR i CURB DROP. THE TRANSITION LENGTH 13'-6"(B.C. TO C.L.) 13'-6" BETWEEN A NORMAL CURB SECTION WARNING 4• 2'-4" 11 6" r1 6" 2 4" 6" rrp�p � 4��I AND A DROP CURB SECTION SHALL BE 0 1/r t• 3'MIN., 5'MAX. 1P THIS EWi DOES STD. INTEGRAL CONCRETE "� 3/4"ro 1"SLOPE 140T MEASURE 1• 13'-0' 4` CURB & GUTTER. SEE DETAIL THEN DRAWING 1s J14"MINUS 4/C4.1. t,5" NOT To SCALE HINGE POINT �1'-6" ---- — 61" VARIABLE V 1 CRAVEt 1% { 11 T71— !i ni=n 1 1-0" 2'-3" J. IIH'1 III III ICI- r 2" 1 j -I11 Illlllri�l'- PfTRUN fiRAVF: I I III I I I I I I I I I I I I I L.I I I I I I I LI3"OF HOT BITUMINOUS PAVMEA Il _ La I I I I I IURSE(TYPE 8 SURF CO I I I I I I I I I I I I I IIL_' � 1 6"OF 1J/7 MINUS CRUSHED BASE COURSE t $ R 4"MINUS PITRUN GRAVEL 4 CUB & GUTTER DETAIL R o < � d DEPTH VARIES 12"MIN. TYPICAL SECTION - DRIVEWAY APPROACH z I.-, 0 C4.1 SCAT F: 1"=2'-0" U z 3 � s 13'-0" 4'-6` -- - - Waa 6" 45'-0`(B.C. TO B.C.) 0.1' 4" � 44'-0-(FACE CURB TO FACE CURB) W n- �' 18'-0`(PARKING) 26'-0"(DRIVE) " —— - - -- 1 VARIABLE l�-� f i6'-6' =1g_ _ 1% -VARIABLEL4�. 3"MIN. OF 1 J/2"MINUS (x 3"OF HOT BITUMINOUS PAVEMENT CRUSHED BASE COURSE CQ m (TYPE B, SURFACE COURSE) STO. INTEGRAL CONCRETE 6"OF IJ/2"MINUS CURB & GLITTER CRUSHED BASE COURSE VALLEY GUTTER DETAIL TYPICAL SECTION - PARKING AND DRIVEWAY -D MINUS PITRUN GRAVEL DEPTH VARIES, 12"MIN. _ SCALE: 1 112'=1'-0 ' -11.1 SCALE: 1"=3'-0" o o N C Z � 2 O 63'-8" Z ~ 7s � 2 _ 63"-0`(B.C. TO B.C.) Q W Z k o 18'-6"B.C._TO_C. VALLEY GUTTER m 6" Z3 _ 1_4'-6-(EC. TO E.C.) — O j 4" _I 62'-0`(FACE CURB TO FACE CURB) (/) 3 � 18'-0-(PARKING - F.C. TO C.L. V. GUTTER) 26'-0-(DRIVE) 18'-0-(PARKING) c VARIABLE 1"-6y 16'-6" - 1% 1% - 1% ARIABLE J 2 i u' � llilid �PT1� 11 3.OF HOT BITUMl GUS R " 1 NTUi} �I u41�NI (TYPE B, SURF. COURSE) T1^ STD. INTEGRAL CONCRETE -- CONCRETE VALLEY GUTTER. 6"Of 1J/z MINUS DATE: CURB & CUTTER SFF DFTAII 5/C4 1, CRUSHED BASE COURSE o3po/ao REf0 t Dm- DFPTH VARIES, 3 TYPICAL SECTION - PARKING AND DRIVEWAY 4"MINDS GRAVEL 1 05�� ES, 12"MIN. s w/ue/m C4. 1 SCALE: 1"=3'-0" ,B 09/o1/00 PWi010 DEV" Sheet No (�(❑ A�V ..• CORV P RAVNAAS O_No.14183PE_4 '•.!ONAL E.• 45"-0"(B.C. TO B.C.) 6 18'-6"B.C. TO C. VALLEY GUTTER �R p - - - - - WARNING 14'-6"(EC. TO E.C.) — - - -- 44'-0'(FACE CURB TO FACE CURB) - IF THIS BAR DOES NOT MEASURE 1 18'-0"(PARKING - F.C. TO C.L. V. GUTTER) 26'-0"(DRIVE) TNOT DO SCALES VARIABLE - - % - '% - VARIABLE =11 III I; J - 111 1111 III i,l in �IIIII 111111: �� i „/ �i, •r, , " f li Id--lJ III-III- -III_ILL-111-!II-_Il_IC_-iI,-III-1 it iii ii-1n-in ter- il�iLi II_I i',. 1 w 1-III-:II -I : -III-=11 ,CIG-:III_-! 1-1,1-11=1' =1I-_IIL_I11 11111-.11=III=ii�l -JI-_;II-I / , -III- 111 III=11 I ._ I, L -IIHiI-II �II I:-11= 1,III ,� JI-I I I I=11L I 11-III -III-III_II� II-I rti- i I-iHll X� 6"OF 1 J12 MINUS CRUSHED BASE >: L 'J STD. INTEGRAL CONCRETE CONCRETE VALLEY COURSE CURB & GUTTER y GUTTER. SEE DETAIL 5/C4.1. 4"MINUS PITRUN GRAVEL DEPTH VARIES, 12"MIN. TYPICAL SECTION - PARKING AND DRIVEWAY - $ C4.2 SCA1 F: 1"=2'-0" z r o 6„ 45'-0"(B.C. TO B.C.) V a z? �o.. 10 4" t 44'-0"(FACE CURB TO FACE CURB) a W Z "'LB-0 (PARKING) 26'-0"(DRIVE) _ _ _ � � (" VARIABLE d VARIABLE _ 1% not t 1% - - - STD. INTEGRAL CONCRETE 6"OF 1 J12"MINUS CURB & CUTTER CRUSHED BASE COURSE _ 2 TYPICAL SECTION - PARKING AND DRIVEWAY 4"MINUS VARIPITRES, 1 GRAVEL DEPTH VARIES, !2`MIN. � o o N �42 SCALE: 1`2 0" Z L cr Z W 0' 2 � � W � z 2 58'-0- (C. VALLEY GUTTER TO F.C.) N J2'-0"(C- BLVD- TO FC.) 1'-6. 2 � 54' 10 B S10FWAIR 21'-0" 10'-O" _ - - 27'-0" 6" MAIN O. T O 24'-0"(E.C. TO E.C.) ~ - cn 4'-0" 1T-6"(EC. TO EC.) 2'-0" 9'-0" 2' 0" - - - I 4" ----- � - --- CIRCULAR DRNE I O 4 76% `'VARIABLE J _tr"r CIRCULAR BLVD. -. A x I, \ "3 OF HOT BITUMINOUS PAVEMENT(TYPE B, , tSURFACE COURSE) CONCRETE VALLEY GUTTER. STD. INTEGRAL CONCRETE 6"OF 1,/2"MINUS DATE: SEE DETAIL 5/C4.1. CURB & GUTTER CRUSHED BASE COURSE °E710700 REVISICK DATE 4"MINUS PITRUN GRAVEL 3 TYPICAL SECTION - PARKING AND DRIVEWAY AT CIRC. DRIVE DEPTH VARIES, 12"MIN. 1 5/05/00 z D,s/�/oo AS 09/01/00 C4.2 SCALE: I"=3'-0" Sheet No '••�O N.1'q H,•'•. CORV P •. z No 14183PE•w: �u u•w« e•mn w --_-cwro WARNING O �4.5" Cs C1 IF THIS BAR DOES 2.9 QQ NOT MEASURE i' THEN DRAWING IS NOT TO SCXLE �51 N\ w 4.5" r ' zcr m y EL ?J' �R2.5' IYP AAn, TYP. llnj� Z 0 U 4.4' -- 3 5' 3 rJ�o 4.4' 23" 4.5' 11' 4.5 a 2Y 2 Gi W�`o z DETAIL - APPROACH CUTTER SECTION 2 DETAIL - APPROACH GUTTER SECTION § Z y > 0 _ z w C4.3 SCALE: 1" = 5'-0" C4.3 SCALE: 1" = 5'-0" GENERAL NOTES: 5' 5.4' 2' TRAFFIC CONTROL INCLUDING (BUT NOT LIMITED TO) CONES, SIGNS, BARRICADES, N N AND NIGHT TIME TRAFFIC CONTROL DEVICES ARE CONSIDERED INCIDENTAL TO EACH SAW CUT EXISTING CURB Er CUTTER AND CONCRETE DRIVEWA)"APPROACH AND NO SEPARATE PAYMENT WILL BE MADE FOR \SIDEWALK. TYP. EACH SIDE OF DRIVE. 5 THESE ITEMS. -_ SEE ALSO SHEET C4.4 FOR ADDITIONAL DETAILS ON THE DRIVEWAY APPROACH AND 5 DOUBLE GUTTERS FOR THE YC SITE. 5.5' A CITY OF BOZEMAN CURB AND GUTTER CUTTING PERMIT IS REQUIRED TO CONSTRUCT THE TWO COMMERCIAL DRIVEWAY APPROACHES. CONTRACTOR TO o COORDINATE WITH ENGINEER TO OBTAIN THE NECESSARY'PERMITS Q o 0 5' c Z SAW CUT EXISTING CURB& GUTTER AND SIDEWALK. TYP EACH SIDE Of DRIVE. 26' Z W 26' O W z V z I Q N 2 j 5' 246. c 2 J DAIS 03/10/00 3 DETAIL - DRIVE APPROACH 4 DETAIL - DRIVE APPROACH R 2 06/05/00 C4.3 SCALE: 1" = 5'-0" C4.3 SCALE: 1" = 5'-0" AS 09/01/00 PROPOSED ROWS m PAF"C IMP91700M Sheet No 26'-0" CORY e - RAVNAAS ;Q•; No 14183PE;is '.'IFS.<i�ENSEQ C2: BACK OF CURB (B.C.) ++k FACE OF CURB (F.C.) k FACE OF GUTTER (FG.) CONTROL JOINT /t;4 4 WARNING EXPANSION JOINT 0 ' RP'-6" IY'P _ IF THIS NOT MEASURE 11" THEN DRAWING IS NOT TO SCALE FLOWLINE 6' 5'10" TRANSITION SECTION FROM - j EXISTING CURB TO DROP CURB. 1•-6" ` FACE OF GUTTER (FG.) EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION EXPANSION JOINTS WILL BE %/C4.4 w REQUIRED APPROXIMATELY ZZ yy EVERY 10 FEET O r S a . o W=� o 1 SITE PARKING LOT DOUBLE GUTTER DETAIL z 0 C4 4 SCALE- 114 1'-0" 26'-0' U q U z�m v CONTRACTION JOINT - VERIFY LOCATION V)J v ON-SITE W/ENGINEER ..S 4' 6' _ FINISHED STREET SURFACE TO BE 1/8" TO 04 - 1/4"ABOVE EDGES OF DOUBLE GUTTER. } 1 2"PER 1'--- 12" — Z V 6 FXPANSION JOINTS AT CURB RETURNS a =3 �em - BACK OF CURB — � 2 SITE PARKING LOT DOUBLE GUTTER DETAIL FLOW LINE C4.4 SCALE: i-1/2"=1'-0" � EDGE OF GUTTER � 4 � N C ti � Z 5 0' 5-6" -}f 1-0" 5'-0" 5 2 ' _ " 2'-O -:rui worn rr rnrrr.+r � nn r41 WAS rvrr,.h:�� c � � GENERAL NOTES: V p Z W c EXPANSION JOINT MATERIAL SHALL BE h" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL l lJ W DO GRADE CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. Z OR MATCH GRADE BTWN E,1 TC. SIDEWALK_ AND C&G o GRADE ESTABLISHED AS%"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB OR MATCH EXISTING O j SIDEWALK GRADE (n C ti —� SIDEWALK CONTRACTION JOINTS SPACED AT 5'INTERVALS - MIN. DEPTH 1". EXPANSION JOINTS TO BE PLACED O AT 25'INTERVALS. SIDFWALK CONTRACTION JOINTS WITHIN DRIVEWAY APPROACH TO BE DFTFRAPNED ON-SITE ? J MIN. THICK MIN. 6" THICK -- CONTRACTION JOINTS TO BE SPACED AT 10' INTERVALS IN CURB & GUTTER. CON M-40O0 CONCRETE M-4000 CONCRETE J"OF -1-1/2^CRUSHED BASE COURSE CURB& GUTTER CURB APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED. 17'MIN. Of -4"PlTRUN GRAVEL 6" 1 /z'MINUS CRUSHED CONSTRUCT EXPANSION JOINTS AT RADIUS POINTS, JUNCTIONS WITH EXISTING CONCRETE, AND AT MAXIMUM BEGIN TRANSITION TO TYR SECTION 1/C4 I BASEE COURSE 200-FOOT INTERVAI S 1N A CONTINUOUS RUN OF CONCRETE BEING PLACED. DATE: AT BACK OF SIDEWALK. 03/10/00 REM310N: M1E 1 06/02/00 SECTION - COMMERCIAL DRIVEWAY APPROACH 4 COMMERCIAL DRIVEWAY APPROACH 2 °"°°'°° 5 AB 09/01/OD C4.4 SCALF: 114"=1'-0' C4.4 iCALt: �i4 1'-0 wnap0E1A3 Sh?et N, ' NT•q CCRV P _ ' RAVNAA$ No.14783Rc FS•(,CENStQ(2. '•`S.�ONA'��•'' r/ VAN ACCESSIBLE SPACE H.D.C. PARKING SPACE TYPICAL PARKING SPACES 011�M N N WARNING 0- IF THIS BAR DOES NOT MEASURE 1' - THEN DRAWING IS 16.5" NOT TO scuE 16.5' 0 8.0' o -4-WIDE PAINTED ���� STRIPING (IYP.) 9.0' 16 4'WIDE YELLOW 8.0' STRIPE(TYR) �� a� 1 Lu 5. 9.0' 0 44 0' ♦ ♦ ~ o\M� 18.0' c\\\ &0' 11 _ J aQ QWW_ 9.0' 135' 18.0' < o: P l{L• Z 10 SPACES 09' = 90.0' V o0 CO PAVEMENT 1 DETAIL - PAVEMENT MARKINGS z DETAIL - MARKINGS 3 DETAIL - PAVEMENT MARKINGS G z C4.5 SCALE: 1" = 10'--0" C4.5 SCALE.' 1" = 10'-0" C4.5 SCALE: 1" _ 10'-0" w 66.0' W 408' = 32.0' 409' = 36.0' 81.0' - (COMPACT) - - / R4.5' TYP. W \ o Q o l6.5CN ' 4'WIDE YELLOW o 9.0' STRIPE (TYP.) 90 8'(COMPACT) = 72.0' Z 50.2' 19.2' v1 Z V Z 4' WIDE YELLOW Q H S _ STRIPE (TYP) j m 1 ` � j 15-5' 13.5' 15.5 15.5' 3 In 20.0, J z C J 4 ® 8' = 32.0' 4 ® 9'= 36.0' (COMPACT) DATE: 03/10/00 REV113 c 0+0c 1 05/02/00 2 05/05/00 DETAIL - PAVEMENT MARKINGS 5 DETAIL - PAVEMENT MARKINGS EV" 4 � C4.5 SCALE: 1" = 10'-0" C4.5 SCALE. 1" = 10'-0" """""'"""'°- Sheet No ••.:�,0 N TA/y4i CORY P '. RP4M11BOPAA5 ;v• Na 14E '•S�ONAI�?;' CL PARKING -� SCALE ... Al STA=2450 HORIZ. 1'=20'-0' PO ELfY= 4ass.0 VERT i"=5'-0" WARNING ... AD. _ -0.21 .. ... 0 1,- ,- 7r IF THIS BAR DOES ... ... ... .. .. NOT MEASURE 1' .:: :: THEN DRAWING IS 1 NOT TO SCALE O b ....... .......:: .. .. ..-� qQ N .. . . — - _ 4860 -_ -- - - 1.2OS - - -- - - � VO _ L�G tu - -- .... .... ... ..... lri O AO[ .... ... - :: :: :: .. .. .. .. .. Z .... :: :: ..... O I U ... .. . . .. ... .. . .. .. ....... ........ ......... ......... ...... -- ... 4840 U o� 1 z�� v 80 Ii20 1'Ar, d+26 3160 4+OC 4:4G 4,8f)s �' z W M Q � CL PARKING2 - -: - - HIGH POAVT ELEV=4856.36 SG4LE .. - HIGH PONT 5TA= lt44.21 HORIZ. 1"=20•-0• .. ... ......... :. -... ... ... .... ......... PYI W ,4&V00 PINSU= 4 VERT. 1'=5'-0' - -- S fN EIfY� .26 4n d) - �! 1 .. Km }9.N K� � O Q O i .. ,... ..... ......... .. N i 00.0 VC IC 1L10.00' cn ti }* Y¢ o .. .. .. W I 2. -0. Z O 0 2 I W . ... 48µ0 DATE: r REM}dt 00 trd F460 _`car 40 +no s,20 2 00/05/00 AS 09/01/00 PARKW PROFILES Sheet No CORV P. '. RA1'NAAS 'Q•: i• No.14183PE•a; •'•S�ONA�E�•'� +R GUTTER 1 - �r SCALE WARNING PN STA-2+54 HOR1Z. 1=20'-0' 0 P n3�06 VERT. i`=5'-0` ........ AD. = - -- - :: .: IF THIS BAR DOES I-- - - K-,3ndg ... .. NOT MEASURE 1' ... THEN DRAWING IS r7C�.011 VC : ::.: ::. 1 ::::::: NOT TO SCALE 1 - — 486U, W - - .... -- °=3 . .. ... QQ ... .. .. Z - :: '.: U m ,Q 484� � 1-:•1U I I � - w � )160 7 f 01,7 +80 .f+70 Jf p(7 4+UL 4116 4+6O 'Z u W W GUTTER2 SCALE - 1 PN Sa.7M6 HORV. 1'=20'-0' PIN 4SX2t VERT 1'=5'-0• -0.15 ... - .. l,V 48/0 o 100 00' VC I Q o I I = N .44Z 4`8 1F,C _ 32�V�0JJL �ztiofQa M~o2W E ........ Q ca ....... :. Q .. ..... ...... ....... ...... . ... .. : DATE.o /10/�REVBgDW: 1 06/02/00 !41 20 On ",40 BO 3+20 3 60 4+00 4149 2 D5/08/0 AB 09/01/0017 PARKNO PROFRES Sheet No - '• NTq LEGEND _ y 1 :v• No 1483PE. 1111BQt . VA L PROPOSED SURFACE WATER FLOW DIRECTION , TYPICAL DITCH SECTION RESEARCH DRIVE n C5.0 SCALE. 1'=2'-0. Po WARNING L 0�. NOTES. - 40"86l _ , _ M„61,60.005 IF THIS BAR DOES NOT MEASURE 1' 1 PROPOSED DRAINAGE DITCH SHALL CARRY SURFACE WATER FLOW FROM bs ssl THEN DRAWING Is NOT TO SCALE ADJACENT WATERSHED TO THE SOUTH. /! I 2" ALL RETENTION PONDS SHALL HAVE A MAXIMUM SIDE SLOPE OF 1:4 AND SHALL BE NOT MORE THAN 2 FEET DEEP. 3 THE ESTIMATED EXCAVATION AND EMBOKMENT QUAN77TIES ON THE BID oil FORM ROADS, PARKING AND SITE IMPROVEMENTS SCHEDULE A INCLUDE • W THE THREE (3) STORMWATER RETENTION PONDS AND THE STORMWATER • * • a CONVEYANCE DITCH ALONG THE WEST LOT LINE OF THE YELLOWSTONE - CENTER (YC) SITE. THE SUMP SUM (I-S.) BID PRICE FOR ROUGH SITE ;'' is�s GRADING SHALL INCLUDE SHAPING THE PONDS AND DITCH TO THE 0 �rs DIMENSIONS INDICATED ON THE PLANS AND REPLACEMENT OF TOPSOIL. , O ©LOf mm - z$ z % 19 '9 \ r • • �� za � r PSG I w k,,. .- r -f Q W \ • o • I o f �r • POND I ,� • to 4 OW Lij 4p. I Z Lu L o W in 2 � h z Q N os p \ , POND R-2 I z 7 POND R-3 J _ W• j DATE: + - - 4 r }—ice" - -- - -- + - _ w/io/oo -- _ .0 "Z£' Rcv SM: DATE e ATI STORM DRAINAGE DITCH BEGINS l r fZ'SL4 9.61,60.00N 1 pp�/pp rc-sL+s �a ` 5 " AT PROPERTY LINE. SEE SHEET C5.1. C5.0 2 05/05/00 D ` a PROPOSED STORMWATER PLAN LAST 09/O1/00 K Nr1k1H SOUTH SCALE: i'=20'-0' `It' 1 O 5 WES] 1 i Sheet No 1 9900 __ .�ONTA^rq• CORV P RAVNAAS :T n• No.14183PE A xe R • 4 r A WARNING ..0 I+O _ \ IF THIS ABARSS DOES NOT MEASURE 1' THEN DRAWING IS t a1 1 I - #. - - m{ .. e +_ - NOT TO SCALE ATI STORM DRAINAGE DITCH BEGINS 1 AT PROPERTY LINE SEE SHEET C5.1. s °a r I � • IF ♦ p i� wI �I ATI STORMWATER DRAINAGE DITCH PLAN & PROFILE STA, 4+40 TO STA. 9+37o w SCALE Q }k m dd ti HORIZ 1' 20'-O' I l Z VERT, 1=10'-0, o l 2 U APPROXIMATE APPROXIMA T FINISH GROUND EXJSTING u U o 1 R Z G OUND I I • M "':� �.{� yv vil� �$ .,O �:� .'� r 'j b Jk b r-k ^��O w "'.a� u� � tl O'i `1 yam• W in „i nrdi 810f1 / fi;l 'I"I !�RP 6+40 6+09 0 [� ` �n DITCH WASTE MATERIAL Q; VARN&LE 1.5 WIRNB.E 14.1 TYP. APPROX. Ec �u � 1 Q / 2 z o z Or � Q TYPICAL ATI DITCH SECTION Z C5 i SCALE 1'=1'-0' z U o • � Q N THE An STORMWATER DRAINAGE DITCH OUTFALL DISCHARGES INTP THE EXISTING SURFACE DRAINAGE Z m CHANNEL BLSEC NG THE ATI SUBDIVISION. DRAINAGE COMPLIES WITH f TECH PARK MASTER STORMWATER 0 1 DRAINAGE PLAN. 1n Q � GENERAL NOTES: J THE ATI STORAIWATER DRAINAGE DITCH CONSTRUCTION WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER LINEAL FOOT (LF.) FOR ATI DITCH CONSTRUCTION AS IS FULL COMPENSATION FOR LLI ALL LABOR, EQUIPMENT, TOOLS, AND INCIDENTALS NECESSARY TO ACCOMPLISH ALL CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, GRADING, TOPSOIL REPLACEMENT AND SEEDING TO CONSTRUCT THE DITCH AS SHOWN ON THE PLANS. I I DATE 1 03/10/00 I FEV61d1: DATE: " I 1 05/a¢/00 �r.o •_•_• - 4 oe/04/00 AB OY/01/00 ------------------------------------------------------------------------------------------------------- 17 STORNIYATER P1AN An ORCR KEY MAP - ATI STORMWATER DRAINAGE DITCH Sheet No C5.1 SCALE 1'=100'-D* NO