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HomeMy WebLinkAboutUSDA Site Plan (2) INDEX TO SHEETS Project No. CANADA CONSTRUCTION DRAWINGS �KstisPall � i,l_ A aka' GENERAL FOR GENERAL-CIVIL Great Falls Glandlve USDA Site Plan �O9 HussoulA=v 0 SANITARY SEWER OvIIARY .. vvErt Hamilton Helena MII05 City I Bozeman, Montana --` T AP'i Deer Lodge r o WATER DISTRIBUTION slBuke _ Z Ili P-A'V PF0=1I_E Billings P D-I A L GRADING+DRAINAGE i 4 I'vIG & _TRAINAC;_ r- A'J ACr x RCAP -LTAILS WYOMING :IR A.,N AG- 1=I?C,IFCT L AI I r)\A RECORD DRAWINGS - BY M F DATE 10i T 9,'2009 �oQr- PROJECT Vtt%.I LOCATION 14Slq SIMMENTAL [1 — b♦ — II_. ��A �<�� �. I � i� — �� rF\ WAY -I 90 4n r tJAXTER L ���, <zz ,r, Ili- 7 --'i�-N PROJECT SITE BOOTHILL -- — Q -- I v I i..�,t� �'• �� ! 'S r COURT T — —}— — ., as V , + t YFE l VJ`K: z � � �_ ��' _ -+ �_i I .f .•.� + '�I� � I I I_ 1R0. ;'1 C: VLRA � C.:;V�.ISi_ ,)r -HE LLS` + 'CNST:R,C-ION + � VA Ri( IA LOT -IIL I -DA BAXTER LN. 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'K. ... ..- r - ! s CovrRAC )R +A L FI-I o i/II Y N- nhL ,.rACE o= _ EXISIII\C 5, ALL CCNST:.bC ICP A I VI F' cLAL C:CMFI v:IT . 1 V C ION 18 74_C20 F I - l I.111ILI7 G_dFi 6 IN AC uRE' \ L AIT-1 + _ �r:� }'1 .•" k _ "_ .1 •��` \G.ARII }F AILJ \I -S5 -E'r<AISL A•'F"?OvC NCINF=� ANC CO:H FN IV: LR VC ,FI-A,R'I,,_ 3. All JTLirv' IA7O3VAiION S- )M :;N 1 AN_, l F RC;1V Tr!_ L1_ST 0A°.-A AVAI A91 = 1 IL cCN r 7, I: - — -1AlI ;CNIACF F 1T_I I _ - - Al I ILI'Y HNC I HYALITE STR T z ENGINEERS , IPLLC APPROVED BY: DESIGNED/DRAFTED BY: ^ U' I I I I RESEARCH DRIVE 80ZEMAN. MT 59718 .O O PHONE: 1406) 567-2781 FAX: (406) 522-9225 RICHARDFILLBACH, P.E.,PROJECT MANAGER DATE MATT FETTIG,P.E�, PROJECT ENGINEER DATE WEB: w w w.h y a l i t e e n g . c o m HYALITE ENGINEERS,PLLC HYALITE ENGINEERS,PLLC X CV LOT I LEGEND EXTG.OVERHEADPOWER J -II EXTG.BURIED TELEPHONE HYALITE 4.7 1 EXTG.BURIED FIBER OPTICS i l l l Research Drive EXTG.BURIEDPOWER Bozeman,MT 59718 — - -_IYASKENCLOSURE ------ —_SAND. EXTG.BURIED GAS Tel: )406) 587.2781 - - --- -SASS-- -- ---SASS--- -- - GASANDPOWER GASANOPOWER CONDUITSTUB-0 FOX:(406) 522.9225 Ul CONDUIT STUB-OUT . EXTG.BUR""TV w w w.hyoliteeng.com -- -- -- EXTG,%"DIA RCP STORM SEWER SEWER SERVICELOCATION APPROXIMATE.NO MARKER EXTG.%"DIA SEWER MAIN VISIBLE �J J EXTG.%"DIA WATER MAIN F� - 'nwlna —� EXTG.TREE �I EXTG.CONCRETE SLAB ,- EXISTING SOIL STOCKPILE "I EXTG.CULVERT < - EXTG.POWER POLE _ EXTG.POWER POLE GUY WIRE EXTG,POWER TRANSFORMER 0 - EXTG.TELEPHONE PEDESTAL IrO EXIG.BURIED UTILITY BOX ! ` - LOT Z 1 EXTG,WATER MAIN VALVE W LENS d CLARK COMMERCIAL SUB EXTG.CURB AND GUTTER �- 2.649 ACRES WATER SERVICE MARKER 115,379.6 SO.FT. FOUND END OF LINE EXTG,SAN,SEWER MANHOLE FXTG.STORM SEWER MANHOLE SITE Pic3n ExiG.STORM SEWER INLET r EXTG.STREET LIGHT D z_ SIGN FOUND PROPERTY PIN CALCULATED PROPERTY PIN •• PROPERTY LINE JDS ARCHITECTS.INC. 33 STD,UTILITY EASEMENT LINE 2413 WEST MAIN.SUITE 2 STD.UTILITY EASEMENT(TIP) Q Q ROAD CENTERLINE —._- ____________________ _ SECTIONCORNER EXTG.FIRE HYDRANT AND SURVEY BENCH MARK PROPERTY BOUNDARY(TYP) Q ?P SURVEY CONTROL POINT SEWER SERVICE MARKER FOUND � 0 Feel 30 CONTOUR INTERVAL:0.50 FOOT DATE OF SURVEY:7/0512DOB i vg LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE S W L.OF SECTION 36,LIS,R.5E.P.M.M..CITY OF BOZEMAN, GALLATIN COUNTY.MONTANA. DATE BENCHMARK 04/02/2009 LOT 3 WATER SERVICE FMARKER OUND TOP OF REBAR(CP#1) CITY OF BOZEMAN VERTICAL DATUM LEWIS d CLARK COMMERCIAL SUB. ELEVATION=4700.70 FEET 2.33 028.3 SO.F'.ACRES CP#OR HYD# NORTHING EASTING ELEVATION REVISIONS 119,028 1 533278.114 1570034.994 4700.70 04/16/2009 GROUPOFOWEST 2 533040.226 1570113-267 4703.06 CONTROLBOxEs -- - 05/14/2009 6-FENCE ALONG EAST 3 532784.430 1570113.063 4709.02 ' EDGE 4 532808.666 1669862.393 4709.78 5 532809,273 1569605.586 4709.11 RECORD DRAWINGS 6 533057.000 1569587.310 4704.08 10/19/2009 7 533280.129 1569597.458 4701.99 1161 532819.066 1569542.368 4708.78 . 533 95.110 1569546.247 4704.3 F. VISIBLE TRENCH SCAR- 1714 SM226.057 1570110-I88 :703.14 SASS- __-_-_-WITH NO UTILITIES 1712 532798.670 1570163.714 710.47 SASS- MARKED __ `. _ NOTES: 087 440 -- -- _ ' - I. UTILITIES SHOWN WERE MARKED BY ONE CALL LOCATORS. UTILITIES—.. .. .. .. .. ��.. - ^ % ••— OTHER THAN THOSE DEPICTED ON THIS STEP LA11 MAY EXbT. .. .. 2. PHONE.FIBER O A P C BURIED POWER AND CABLES DEPICTED IN THIS SHEET TITLE _ MAP ARE EITHER A SINGLE CABLE OR THE CENTER OF A GROUPING OF MULTIPLE cnBILLS. EXISTING 3. FIBER OPTIC LINES ARE PHONE OR TV, TOPOGRAPHIC _ _ 4. UTILITY LINES THAT END WITH NO END OF LINE MARKER CONTINUE BUT SITE MAP Ln p�Xy LANE J 9• _- Br'17XTER L.�1NE -- --_ = WERE NOT MARKED. SCALE - - 5. SEWER MANHOLE SYMBOLS ARE EXAGGERATED IN SIZE FOR CLARITY. 1^_30• Z 12'DIA PVC STORM - - - - - - 6. PROPERTY LINES AND CALCULATED PROPERTY FINS ARE REFRENCED -` OUTLET - - - - - - - _ _ _ __ FROM THE LEWIS&CLARK COMMERCIAL SUBDIVISION PLAT J1346 FILED V WITH THECITY OF BOZEMAN. - - 7.EXISTING SITEVEGRARION TS NATIVE PRAIRY O - - - - - _ GRASSES ONLY OR SHU PR,NO TREES OR SHUBS PRESENT. _ B. THERE ARE NO ROCK OUTCROPPINGS OR SLOPES It GREATER THAN 15%WITHIN THE DEVELOPMENT - - - - - - FOOTPRINT. � •O X CC 4 PROPOSED LEGEND .... SEWER LINE WATER LINE HYALITE L'----- r PROPOSED MANHOLE AND FIRE SERVICE UNE ®HYALITE n r s , �,I CONNECTION WITH EXISTING ___________ __ I I I I Research Drive —^ Il�rll- REMIA SEWER OVEEX6 NGNEXISTING WATER&SEWER MANE%lENSON EASEMENT Bozeman,MT 59718 SEWER SERVICE ISEE SHEET CI.D) • CLEAN OUT r--- -- ------------ `-- ---'- - Tel:(406� 587.2781 --------------------- ------- -------- ----------- , � SERVICE Fax:(406) 522.9225 CURB-CUT © dB"SEWER MANHOLE www.hyalfteeng.com �1 EXISTING LEGEND PROPOSED d DIA, 4"DI�SDR 26 PROPOSED L� i CLEAN OUT(BY OTHERS) OVERHEAD POWER I- - /. _ SEVER SERVICE PER DETAIL J _ 3/C2.1 • BURIED TELEPHONE z - i� _4�DIA.SDR 26 PROPOSED SEWER / ',S,Cl? _ - 1 - SERVICE PER DETAIL 3/C2.1 BURIED FIBER OPTICS - - / POWEk 47' BURIED IG« �, F END MARKER 2 PAST EASEMENT I I i PER DETAIL 3/C2.1 BURIED GAS BUR IE DIV ----------------- -__-- ------------ 1,w RCP STORM SEWER W/CIA. 0 OH MANHCI F.t I H00 MANHOLE N2 Ll_ 7 SEWER MAIN W/DIA. I END MARKER I I I w PER DETAIL 3/C2.1 8'DIA.SDR 35 PROPOSED SEWER MAIN T 2.00 I WATER MAIN W/DIA. TREE X DIA,SDR 26 PROPOSED SEWER w SERVICE PER DETAIL 3/C2.I m 30 WATER AND SEWER MAIN - i _� CONCRETE SLAB L_ CULVERT� EXTENSION EASEMENT j f _ 1 POWER POLE U L , y POWER POLE GUY WIRE SITE Plc>tn I II, _. POWER TRANSFORMER I FINISHED GROUND CONTOURS 11 1 TELEPHONE PEDESTAL - BURIED UTILITY BOX WATER MAIN VALVE CURB AND GUTTER _ - END OF LINE JDS ARCHITECTS,INC. }1 1 SAN.SEWER MANHOLE 2413 WEST MAIN.SUITE 2 I I O STORM SEWER MANHOLE I' --_._._-._.---- ..__ ----- _----- _-------------------------------------------- ---------------- -.__._____-______ STORM S E WER INLET N ASPHALT EDGE 0 R1T1 STREETLIGHT � TRAFFIC SIGN \ II Feel 30' • FOUND PROPERTY PIN CALCULATED PROPERTY P•N USDA SANITARY SEWER IMPROVEMENTS: STA.0+00 TO STA. 3+90 4710 PROPERTY LINE SCALES: --"- UTILITY EASEMENT LINE 31 3 Lf OF B"CIA SDR 35 PVC 1'-?0'HOR2, 211 9 LF OF 8'DIA SOR 35 PVC SEWER MAIN 1312 LF OP S'DA SDR 35 PVC SEWER MAIN SEWER MAIN I'=3'VERT. SECTION CORNER �- TRENCH EXCAVATION PER MPINSS SECTION 0222' - -- — —TRENCH EXCAVATION PER MPWSS SECT ON D222t � -R=NCH EXCAVAT'ON TYPE",'BEDDING`YPE A'BACKF'LL TYPE'I'BEDDING TYPE"N BACKFILt PER MPWSS SECTICN 02221 EXTG.FIRE HYDRANT/SURVEY BENCH MARK TYPE'1'BEDDING TYPE A'BACKFILL - 4707SURVEY CONTROL POINT EXISIINGGROUND� RNISHED GRA DE I.I 4AA 47a DATE VERIFY LOCATION AND DEPTH OF EXISTING MAIN PRIOR TO ORDERING MANHOLE M4 FINISHED GRADE CONTOUR INTERVAL:0.50 FOOT 04/D2/2DD9 DATE OF 5URVEY:7/05/2008 4701 4/01 REVISIONS 04/16/2009 a LEGAL DESCRIPTION 05/14/2009 4698 4698 aiN TALANDLOM.M..CITY RECORD DRAWINGS - SECTION 36,T.1 S,R.SE.P.M.M.,CITY OF BOZEMAN, L, GAlLA71N COUNTY.MOMANA. 10/19/2009 _§ � PROPOSED SANITARY SEWER MgIN O 4695 NOTES; — 4F95 L=211.9' PROPOSED SANITARY SEWER MAIN I _ 5=0,50R I.All UTILITY INFORMATION SHOWN ON THE PUNS IS FROM THE BEST DATA AVAILABLE,THE CONTRACTOR SHALT O 8"PVC I L=13S.2. PROPOSED CONTACT THE UTILITY COMPANIES FOR LOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO 1 I- Z 5=O.Sd'C O CONSTRUCTION COMMENCEMENT. w Q B'PVC I -3'3 081440 5=1.53% i 3 B"PVC 6692 2.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN SANITARY 4692 $ SEWER MAINS AND WATER MAINS. w Uti 0IO o rc r"Y '� = 3.THE CONTRACTOR SHALL ADJUST ALL MANHOLES,VALVE BOXES AND CURB BOXES TO FINAL GRADE UPON = S O V O Z COMPLETION OF ALL CIVWSRE CONSTRUCTION. ANY DAMAGED OR OTHERWISE DISTURBED BY THE soa S _-` z a4 CONTRACTOR SHALL BE REPAIRED AT THE CONTRACIORS OWN EXPENSE. SHEET TITLE a .&� SANITARY SEWER 4689 F W H .o;F o 7�0 a C o a I;i w a a -a 6609 4.ALL WATER UNE55HAlL BE INSTALLED WI1H A MINIMUM COVER OF 6.5 FEET. PLAN AND PROFILE < wU n ;n?�LL �I?< G?< OIz a i ry O p: P O v, > 5.ALL MAINS AND SERVICE LINES WITH LESS THAN DESIGNED BURY DEPTHS SHALL BE INSULATED WITH ADEQUATE i OU c>,>,. p i U w'>t z U w-,t AMOUNT OF RIGID INSULATION BOARD 11"Of RIGID INSULATION BOARD IS APPROXIMATELY EQUIVALENT TO I' o 5 <o '0 8 y It o z o OF BURY DEPTH). SCALE zoio ?» ❑ `-' >i> w i 4686 6.UTILITY SERVICE LINES SHALL BE COORDINATED WITH BUILDING MECHANICAL SYSTEM DESIGNS AS APPLICABLE. 1•�=30' 4686 82 2 f b< y O O 7.THE SEWER AND WATER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND O� Gi�;w .�3a h?&3y �3�3�z REGULATIONS. 3 i n b S.CONTRACTOR TO MAINTAIN A CONSTANT GRADE IN THE GRAVITY SEWER MAIN LINE INSTALLATIONS. 4633 4683 9.ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH SECTION 18.74.020.A.2 Of THE UNIFIED DEVELOPMENTzjs / '•O v ORDINANCE L -0 H80 -0+30 O+Cq 0.30 0+60 0-90 1.20 ++SC +BO 2.10 .-4C' '•]0 Q-U0 2-3G 3160 3-90 4-20 4+50 4+80 I PROPERTY LINE OR 'A4'AB'4056 - - EASEMENT LINE GREEN STEEL POST AT END OF SERVICE ®FIYALITE - _ .A -.b& -'Z�� L _'Lti �� WIDTH VARIES IYP SiREFT SURFACE IYP.( SIDEWALK GROUNDSURFACE 1111 Research Drive { F L Bozeman,MT 59718 -T a om 1 Tel:(406) 587.2781 NOTE: -FINISHEDGRGUND COMPACTEDBACKFIL_(SEE SFEC51 Fax:(406) 522.9225 CLEANOUT 10 BE 3'BELOW FINISHED GRAOF w w w,hyallleeng.cOM Pinar r. - -• IVANBCLE•2 6"X 2 ROUND CONCRETE SLAB WHFN L. VARIES, 1 fR LOCATED IN T�AFF C A,iEA - V •NOTE:SERVICES TO EXTEND 8 FEET BEYOND PROPERTY LINE 7 CAST IRON RING A TRAFFIC WHERE NO UTILITIES ARE PRESENT.IF UDUTIES ARE PRESENT, L �"� RATED COVEN WHEN _ -THREADED PLUG MEND SERVICES 13 FEE'BEYOND PROPERTY LINE. - \ _OCATED INTRAFFIC AREA 1 2'%2'WOOD MARKER < _ PIPE OUI \ Ia - MIN.CE PIER SLOPE-1 4'PER FOOT CLEAN SDR 26 4'DIA.PVC 90 AS°ELBOW t 180 SON 26 4'DIA.PVC - - I 1 0 t •� SEWER MAIN _z 3 ,`✓ �, .�\ O ,1, 4 pyS \, `. PLUG — (� I, IN UNEWYEFITIINGS FOR NEW w 1 ' PLUG END OF LINE aEMIOUTF \., SEW CF IS NOT CONFIR IFi] I INSTALLATIONS SADDLE FIRINGS rc � [f - DURING CONSTRVI.-iION -�_�' "'�V /�� ALLOWED FOR EXISTING INSTALLATIONS 15fANHOLi.•3 MANHOLE•1 SERVICE INVERT NO LOWER •" ONLY UPON APPROVAL OF CITY OF Sa^� THAN SPRING LINE OF BOZEMAN SEWER DEPARTMENT usE>.^. SEWER MAIN FOR WYF FIRINGS GENERAL NOTES: SITE P can I.ALL FOUR(4)PROPOSED MANHOLES ARE C.O.B.STANDARD 48'Du.ALSO SEE DETAIL No.6 ON THIS SHEET. 2.MANHOLE*4 REQUIRES CONNECTING 10 AN EXISTINGUVE'SEWER MAIN:CONTRACTOR SHALL 2 TYPICAL SEWER SERVICE CLEANOUT 3 TYPICAL SANITARY SEWER SERVICE LINE (C.O.B. 02730-2) BE RESPONSIBLE DISCLOSING CONNECTION PROCEDURES AT A SCHEDULED PRE CONSTRUCTION -- MEETING WITH ENGINEER AND C.O.B. T 4y JDS ARCHITECTS,INC. 1 MANHOLE DETAILS NORM 2413 WEST MAIN.SUITE 2 1 SCALE WATER OR SEWER MAIN /111J1 o f FRAME AND COVER TO BE EITHER DAL A-1172 RING WITH A-1178 COVER,EAW 3771/3772 SERIFS OR APPROVED EQUAL.COVERS SHALL HAVE I"PICK RADIUS OF M.H. {{{{ SI OFF AT I"PER FOOT WO VERTICAL RFOUIgEMEM £ - �,� HOLES. ; CHANNEL TO FULL RIM ELEV.J ��, (((„ ` O PIPE DEPTH - J 21 MIY WATER OR SEWER MAIN EXTS ING STREET VERtICALTRENCH _SUBGRADE OR GROUND i SURFACE _WALLS WITH SHORNG SURFACE _ C f 7 TOCONFORMTO 12A'MIN !; OS.H.A REGULAIIONS ; PARALLEL ARRANGEMENT R� 2 0 ,� \ PRECA87 RE NFORC'D CONCRETE - �I DATE INSTALL DFTECIIBLE SLOPING,BENCHING OR II—_ - L Y MANHOLF RISER AND ECCENTRIC WARNING TAPE 18" SUPPORT SYSTEMS TO �2 \• LONE TOP MANUFACTURED IN SECTION A-A 04/02/2009 MA%DEPTH CONFORM TO O.S-H.A. \ TYPE"A"."B' (OFTIONAT REGULATIONS !2 T• \ ACCCROANCE WITH ASTM ORFWWAtlLE BACKRLL _ _ - - - DESIGNATION C47H _ _ MANHOLESTEPS \' AT 16"CENTERS IB'MIN. 2�3 ` NEW PIPE GROUT INVERT TO REVISIONS 2, '-EXISTING PIPE SPRINGLINE OF PIPE IF 04/16/2009 ., IN MN NEW WE AP BETWEEN PPE SELECT TYPEI BEDDING OL, IN 3 F.ExIBLE GASKETED JOINTLAND CHANNTI6 T 05/14/2009 6_il_ ITYPICALFOR RECAST GREATER TI IANA` MATERIAL PLACED IN6 SELECT IYPEI BEDDING 60"MANHOLE:60'DIA.MIN. BASES-SEE JOINT DETAILI LAYERS&COMPACTED - :(� 1' MATERIAL PLACED IN d" -E%IS11NG PIPE -„��,,,,.,,,,.., 48 MANHOLE:dB'DIA.MIN, RECORD DRAWINGS THOROUGHLY - -LAYERS S COMPACTED - '- S "' A 0"�MM AS SPECIFIED IN SECTION LL >?"' +. 10/19/2009 }} } 02721 y m SHELF SLOPE 1 PER FOOT _ CR091NGS 5� TOWARL CHANNEL PRE-CASs Cl/ANT 1YPE2BEDDING WHEREUg SEE SEC'ION AA FIOWUNE REQUIRED FOR� N E -O OR _Q NO TES: UNSTABLE FOIINDAt10N TRENCH WIDTH=OD OF PIPE PLUS 2.0' I SPFCIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES MIN TRENCH WIDTH=3,5' APPROVAL 15 REQUIRED FOR A HORIZONTAL SEPARATION DISTANCE LESS THAN IO FEEI _ iii - 7•-. BETWEEN WATER MAIN AND GRAVITY SEWER. - GI-ANNEL-DIA.OF PIP- 08l 440 - - 2. NO EXCEPTION 101HE MINIMUM SEPARATION REQUIREMENTS IS PERMITTED INV.IN WHEN THE INV OUT - _ _ PRECAST OR CAST-IN-PLACE BASE SEWAGE CARRYING PIPE IS A FORCE MAIN. ___ _ - _ _ POURED-II11-CE RASE.MINIMUM GENERAL NOTES: AI CROSSINGS.ONE FULL LENGTI Of WATER MAIN PIPE SO BE LOCH TED so THAT BOTH --•• --• 1 '_•- • CCNCR-E THICKNESS BEI OW PIPE IS 8 JOINT DETAIL JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. A INCHES.PRECAST BASE MINIMUM I.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT.TRENCH SHALL BE CUT ALONG A NEAT THICKNESS IS SSHOWN INCHES ALL FUSES VERIICAL LINE A MINIMUM OF 12'FROM IRE EDGE OF TRENCH OPENING.WHERE NEAT LINE IS J. LESS THAN 1B INCHES OF OF SEPARATION IS T LENG PERMITTED WHEN THE GRAVITY SEWER AT THE NA BARS- {1"C-r RENFORCEO AS SHCWN. SHEET TITER LESS THAN 3-:ROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE AND CROSSING A MADE FROM A SINGLE 20 FOOT RENGT7 OF A W WA PRESSURE PIPE AND THE - REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. CROSSING ANGLE MADE, APPROXIMATELY 90 DEGREES. 48"MANHOLE.6'J DIA,MIN, SANITARY SEWER SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES DETAILS APPROVAL B REQUIRED FOR A VERtICAI SEPARAiFON OF LESS THAN IB INCHES 2,SAW CUT EXISTING PAVEMENT-WHERE REQUIRED.ON A NEAT AND HORIZONTAL LINE AND TO A BETWEENWAtER MAIN AND SANITARY SEWER. NOIF: J DEPTH OF 100%OR ASPHALT THICKNESS.SAW CUT SHALL HAVE A VERTICAL FACE AND APPLY TACK COAT PRIOR TO RE PAVING. 4. "1'IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MA NUFACTURER 1, 51 OPE ALL SHELVES TO CHANNEL AT I"PER FOOT. SCALF < 2- ALL MANHOLES TO HAVE A 0.2 FOOT DROP FROM INVERT IN 10 INVERT OJT, 3.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS 0 c` NDARD TRENCH 5. ADEGJATT-PI SUPPORT FOR F•IPF'i Al�_.RC-INI'',SHALL BE PROVIDEC'- 3. ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING&TOP SECTION AND AROUND SEWER PPE INTO MANHOLE SHALL BE WATERTIGHT.JOINTING MATERIAL SHALL BE"RAM-NEK'OREQUAL FOR NOT TO SCALE Z MATERIALS ANO/OR OTHER TRENCH DESIGN FEATURES. ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. 4. MANHOLE SHALL BE CONSI RUCTED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FIFTH ED,MARCH 2O03.AS MODIFIED BY THE CITY OF BOZEMAN,MARCH 2O04, 4.SEE OSAA,CONSTRUCTION STANDARDS FOR EXCAVATIONS. S E%TEPIOP OF MANHOLES TO BE INVERPROOFED WTH'WO f21 COATS OF CS55 DAMP PROOFING IF LOCATED IN GROUNDWATER, 6. ALL MANHOLE CUT.SHEETS SHAL-BE APPPOVEO BY ENGINEER PRIOR TO CONSTRUCTION, 0 O 4 TYPICAL UTILITY TRENCH DETAIL (C.O.B. 02221-1) 5 MAIN SEPARATION (C.O.B. 02660-2) 6 SANITARY SEWER MANHOLE (C.O.B. 02720-3) - - T - 2. 1 x HORIZONTALBEND PROPOSED LEGEND —CURB-CUT vs SEWER LINE 8'WATER GATE VALVE AND 8'X8'TEE HYALITE —CONNECTION TO EXISTING 8 DIA WATER WATERLINE MDNNE - FIRE SUPPRESSION LINE Il� - -- - 111 Research Drive------- WATER 8 SEWER MAIN EXTENSION EASEMENT 1 - Boz man MT 59718 ---- ---- - ----- -- - - - - --- ---- ------- ----- ------ -- ------ - --- cueasoPANDeox TeL(406) 587.2781 - BLOWOFFVA_vE Fax:(406) 522.9225 411, W W W,hYaliteeng.com yymm WATER GATE VALVE PROPOSED FIRE HYDRANT - EXISTING LEGEND OVERHEAD POWER 0 PROPOSED _ P O OSED CURB - - 3/4 DIA.PROPOSED WATER STOP AND VALVE BURIED TELEPHONE 7 SERVICE PER DETAll37C3.I BOX L - li -- '/- BURIED FIBER OPTICS - - I ' 4"DU.PROPOSED FIRE SERVICE - PROPOSED BLOWOFIVALVE_ -'t' I BURIED POWER < PER COB 0266O7 - r�' PROPOSED Z C R8 STOP AND _ _____ / �' '� VDIA EXISTING WATER RIE GAS I -.. -. _______ _ I SERVICE(TYP.) BURIED TV BO%PERTEAIL fJ ` V _L`// RCP STORM SEWER W/DIA. � � V TM V �T EXTEND WATER MAIN 6 5 E DIA.PROPOSED WATER MAIN /I } 11 ! BEYOND EDGE OF CONCRETE ',� FARE SERVICE LINE PER COB 02660,14, - _- AND INS'AUL END CAP 1 8"WATER GATE VALVE,8 BX4 TEE SEWER MAIN W/DIA. ! HORIZONTAL O NOTES: I----- -------- - R----------WATER SERVICE LMEP �08426b0-d T. BEND y/� WATER MAIN W/DIA. - 4 DIA.EXISTING FIRE li I.FUTURE SERVICE LINE SHALL INSTALL B5,NYEE B T AS 6'DIP �' �'' SERVICE ITYP,) TREE w EXTEND FROM END OF MAIN. i0 FIRENYDRANi ASSEMBLY \ 2.MAINTAIN MINIMUM OF 5 30'WATER AND SEWER MAIN EXTENSION EASEMENT I \ ` L CONCRETE SLAB Y CLEARANCE FROM CURB STOP i0 L_ EDGE OF BUILDING. CULVERT 11 POWER POLE u S !, I POWER POLE GUY WIRE SITE Plc3n k POWER TRANSFORMER l FINISHED GROUND CONTOURS 1 TELEPHONE PEDESTAL I BURIED UTILITY BOX Fi_?�.h-/'.}'A�`. /'..' U III O WATER MAIN VALVE CURB AND GUTTER END OF LINE T� 1 JDS ARCHITECTS,INC. -� -- - —-- FIRE HYD RAW ASSEMBLY PER �1 1 L COB STANDARD DRAWING 1 SRN.SEWER MANHOLE 1 2413 WEST MAIN,SUITE 2 02669 4 II -�'� STORM SEW ER MANHOLE A$PHALTFDGE ------ ------- -------------------- 1 �Tn � STORM SEY/ER INLET I ` NOR •. " ' 1� STREETLIGHT TRAFFIC SIG i 0 Feel 30' FOUND PROPERTY PIN USDA WATER SYSTEM IMPROVEMENTS: STA. 0+00 TO STA. 4+13 CALCULATED PROPERTY PIN 471U 4710 PROPERTY LINE - SCALES: ------ UTILITY EASFME14T I INE 4'3 LF OF g C.JLSS SI DiA CLi:rILE IRON FIDE(0'P)WATER MAIN 1'-30'HORQ- r TRENCH EXCAVATION PER MPWSS SECTIDN 02221 T'PE 1 BEDOING P'PF BAC"Lt - VERT, SECTION CORNER MAINTAIN A MINIMUM BURY DEPTH OF 6 5 FEET m d707 ° p 4707 EXTG.FIRE HYDRANT/SURVEY BENCH MARK GF w z w f SURVEY CONI ROL POINT n < a EXISTING GROUND FINISHED GRADE <-& i - : ^�_w ^.�y npl� 4104 Y''o y LL DATE �y ll Z FINISHED GRADE CONTOUR INTERVAL'0.50 FOOT 04/02/2009 DATE OF SURVEY;7/05/2008 d7Cl 4701 REVISIONS LEGAL DESCRIPTION A TRACT OF UND LOCATED IT TINE SW _ -- -- _ SECTION 36,T.t S.R.SE,P M.W.,CRY OF BOZEM 04/16/2009 AN. 4698 NOTES: 4698 GALLATIN COUNTY,MONTANA. 05/14/2009 - I.ALL UTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE BEST DATA AVAILABLE,THE CONTRACTOR SHALL RECORD DRAWINGS _4 4 CONTACT THE UTILITY COMPANIES FOR LOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO 10/19/2009 IT CONSTRUCTION COMMENCEMENT, 4GY:I PROPOSED 4695 2.MAINTAIN A MINIMUM OF 10 FEET HOR'ON1AL AND 18 INCHES VERTICAL SEPARAIION BETWEEN SANITARY B"DU.DIP WATER MAIN SEWER MAINS AND WATER MAINS. 3.THE CONTRACTOR SHALL ADJUST ALL MANHOLES,VALVE BOXES AND CURB BOXES TO FINAL GRADE UPON l Ind O COMPLETION OF ALL CIVIUSITE CONSTRUCTION. ANY DAMAGED OR OTHERWISE DISTURBED BY THE Iry ° CONTRACTORSHALL BE REPAIRED AT THE CONTRACTORS OWN EXPENSE. 081440 4693 < m s m $ 4692 4,ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 6 5 FEET AND WRAPPED WITH POLYETHYLENE UO x i ° o ENCASEMENT. 2 $ ? $ b$ > w d°` m C$ O ; i p 5.ALL MAINS AND SERVICE LINES WITH LESS THAN DESIGNED BURY DEPTHS SHALL BE INSULATED WITH ADEQUATE R..' U n z J m§_ AMOUNT OF RIGID INSULATION BOARD 11'OF RIGID INSULATION BOARD IS APPROXIMATELY EQUIVALENT TO I SHEET TITLE 46B•+ Q< a >O o iv '-S a a = rya O °� O < w > 4689 OF BURY DEPTH). WATER u 3' C Q'm U° �°' rym ;� zzw ° UTILITY PLAN AND PROFILE z <$ > - O ' -N a b cPi <x F^x= 6.U Ill SERVICE LINES SHALL BE COORDINATED WITH BUILDING MECHANICAL SYSTEM DESIGNS AS APPLICABLE. o -II a Ww�sd�w V) <2 ;z w J ry y n e z \,a W a a a U a o-�' 7.THE SEWER AND WATER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH AIL APPLICABLE CODES AND „Lao<? �,?<? yW <a &mmW a9`">o a�.;,j "'.�w=oz` minY a-<°u .lo= "'3<;<<° � REGULATIONS SCALE Q /d8r. °�. - z< -<r� -a"'U 7 U o,<rc�i� H'._ d� g�iP<� �a Dio�toxG z p +i y Q j i y V _ ) p +_ C" F 4686 8.CONTRACTOR ID MAINTAIN A CONSTANT GRADE IN THE GRAVITY SEWER MAIN LINE INSTALLATIONS. 1"=30- O� ��<,I- �„ 3? H <ze .•,zzi G. zzcx �,zi n�WesQN<�xW - _ O 4 z m 3 m z-a 9.ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WIT14 SECTION 18.74.020.A.2 OF THE UNIFIED DEVELOPMENT /E� i ORDINANCE. LJ 10-CONTRAC70R TO VERIFY DEPTH AND LOCATION OF ALL EXISTING WATER AND SEWER LINES, C O 4683 0 4683 ^' 1I.ALL JOINTSTO BE PROVIDED WITH THRUST BLOCKS OR MECHANICALLY RESTRAINED U.NO. ^ •O - JL �- a a a e a 12.CONTRACTOR TO ENSURE A S MINIMUM CLEARANCE FROM BUI_DINGS TO CURB STOP VALVES AND BOXES 0,60 -0+30 0+0J 0�30 U_HC 0-50 1-^0 1+5L +IBC 3-10 2+40 2.7C 3+M 3-.3C 3,60 3-90 C-20 A,5C 4+80 X 13,WATER SERVICES MAY REQUIRE PRESSURE REDUCING VALVES. N _. CV ALI FITTINGS SHALT BE MECHANICAL JOIN'WITH 3/4"TIE RODS IN EVERY NOTE:SPECIAL REQUEST FROM DESIGN ENGINEER AND GTY StEFI POST MARKER_ HYALITE '.01 HER AVAILABLE BOLT HOLE ROMAC"DUCTILE LUGS OR ENGNEER REQUIREO TO BOLT VA-YES DRECLY TO IEFs AND BENDS, PAINTED BLUE -FXISIING MAIN > APPROVED EQUAL MAY BE USED TO -EXISTINGSLWER PIPE LINE OR TM `\FACILITATE THE ROD INSTALLATION. ` EASEMENT > I 11 Research Drive LINE I 1 B zemonn,MT 59718 i UNDISTURBED - r _5T/2'6OULEVARD r EnR1HprPl _ _ (TYP.) Tel: (406) 587.2781 \ CONCRETE THRUST u STREET SURFACE 5SIDEWAI Yy r MJ GLAND ITVP.� GROUND 4 1, Fox:(406) 522.9225 :- BLOCK ITYP,I 1 I ,---- i SURFACE 1 -- w w w.hyollteeng.Corn MJ GLAND- /"� 1- CURB BOX- 1 d Y PIPE TEE PIPE - I PIP[- - IT.5'- PROVIDES STATIONARY 1 `_/J _ BEDDI G WITH �u 1 yI 04 REBAR ANCHOR HODS WITH -• � - (iYP.) I ROD IN ALL CURB BOXES BITUMINOUS COATING(ry P,)-� \'\s BEDDING MATERIAL -I L 1 - 6 1/2'MIN.COVER CONCP.EIE THRUST BLOCK - `-MJ VALVE-7 TAP BY CONTRACTOR - T (SIZE DETERMINED BY ENGINEER) ? MJ GLAND t - (TYPICAL EXCEPT IN SPECIAL � APPROVED ALTERNATE LOCATIONS) "MEGALUG"OR"LINT-FLANGE"1QINT 1 ��� -L CURB S70E-- - RESTRAINTSAYBESUBSTRUTEDFOR <� /- SEE DLIAILBLOW . -'1 \ � 3/4"MIN.CORROSION RESISTANT All THREAD '� i� Y 1-1 THE RODS THRUST BLOCKS RESTRAINING ROD.CONFORMING TO ASTM ' •�•`/ �i 1 `�,�5 \ S L_`\`•,- ,lS• WATER MAIN, - MI VALVE- `I MECHAINICAL JOINT BOLTHOLES(TYP,)WHERE -� BASE MATERIAL �- NECESSARY,CLAMPING LAGS IROMAC ('r CONCRETE THRUST BLOCK(AS PER - "DUCTILE LUG'OR EQUALI DESIGNED TO EIi NO COUPLINGS OR OTHER JOINTS AL:OwED ON SERVICE PIPE FROM - MEW STANDARD DRAWING 026611-I DUCTILE IRON(10.I J PIPE.AND CONFORMING COPR.STOP 10 CURB STOP FOR 3/4`AND I"SERVICES,STRAIGHT MJ GLAND D.I. COPPER PIPE SHALL BE USED FOR 1 /2 AND SERVICES. NOTE:POLYETHYLENE ENCASEMENT ON ALL DU E IRON PIPE TO ASTM 536 80 MAY BE USED IN - - DETAIL Of A PIPE AND FITTINGS AS SPECIFIED. CONJUNCTION W11H THE RESTRAINING RODS. E�ECi MA1 1 IA`BgCKFILL AREA PROPERLY CORPORATION STOP Y �$EE SpECIF1.,An NSI r INSTALLED �� \!� /`S�S \✓\ f \\� \ \ \L\ 'CORPORATION L 4\ \ \ S \✓' 3/4'-DIA.MIN. MAIN AP f 1 SERVICE PIPE 1 WATER MAIN CROSSING BELOW EXISTING SEWER MAIN 2 TYPICAL VALVE/TEE RESTRAINT (C.O.B. 02660-10) G 7 SPRINT LINE "2 - (C.O.B. 02660-11) 3 SITE P 1 c3 n A,MIN TRENCH BOTTOM GENERAL NOTES: 1.WATER SERVICE SHALL HAVE A MINIMUM 6112 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE.EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHENSERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE.WATER SERVICE LINES SHALT.HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP, JDS ARCHITECTS.INC. 2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS SPECIFIED. 2413 WEST MAIN.SUITE 2 1.BEDDING SHALL BE I'DIA.MAXIMUM WITHIN 6"OF SERVICE PIPE. �+ n,II:STAILCl/RB.Si(_J I'ir1 F,t1-1FNA TIN(-Kr I l$PAPRA IFI TO STREET'N-F PTL 3 WATER SERVICE LINE (C.O.B. 02660-6) TEE TEE(plugged) BEND THRUST BLOCK BEARING AREAS(SF) DATE PIPE TEES 8 90` 45 BEND REDUCERS - 04/02/2009 3221/2` 6Bnv Ant.I,a. SIZES PLUGS BEND 84VYES BEND REVISIONS 1 04/16/2009 5.2 2.9 0 4/2009 R- 6.7 9.5 5.0 5/1 ;'tcL POST MAT: VALVE BOX'OP SECTION \' \ If, 10.8 15.3 8.3 4..: PAINT, \�' coNCREIF 1 RECORD DRAWINGS MUEl1ER H-15428 - •:\ ANCHORS I 10/19/2009 12 15.3 21.8 0.9 5 1 STRA IGHT COUP LING WITH GALVANIZED OR BRASS •/ REDUCER I4- 70.8 'MR 6.2 b, - GROUND ° 1 CAP _fl SURFACE 'A._ In 27.1 :1T7 20.9 IL`.H `I. 23 THRUST 9lOCR DIMENSIONS CURB BOX (j F 6 112 MIN.COVER Anchoi Valve ;00 PSI 150 PSI 200 P51 250 PSI 300 P51 18- 14.1 47.7 26.5 Iso PROVIDE 5STATIONARY Rod SI. SIZI? A B'_'C' A' 8_'_C A "B' "C A- B"__G 'A B"I°C' 081 440 ROD IN ALL CURB BOXES COPPER SERVICE LINE- I/7 4'gg_2-0�2a P'L"�2-0'2-0'2'-0"2 0 2'-0 2'-0 24,2-0'2'-0 2-0 2'-0"2'-7' 20" 42.9 59.1 32.7 I6.13 I/2' 10- 2'-0.2.-02'" -0"7.6. "2'6- 27''- 2'6'2--6"3'-0"3'-0'-T-LY'3'-7"3'-O'34T I/2 17 2'J''T-OF 2'-0"'3-0'--3-0'24 2'-0"$'3'-S 3-0 3'-0'4'-3'3'-0 3'-0'5 V 3'-0 3'-0" 1" - 14: -2 3'7--0"-2'-0"3'5'3.-0.'3'-D"4'-6'_3'-0 3-0..4.-0 4.0.--0_4-9'14'-0 1` " 24" 61.7 84.8 17.1 �A'1- 1 1/8" 16, S-0..'3'-0"3-0"4'4"-3'-0"3'-0-4'-1"4'.0 4-0"5'-t"4'-0'4'-U 6'1"4'-0'4'-0" @ MIN-- 1 1/4"_I8_3'-8 3'-0'_3_-0"5_5"3'-7 3'-0'5'-V 4'-0 44"6'-4'4_-0_4'-0-;5'-9"_S-0�5'-0" SHEET TITLE 3U" Y6 e 137.5 73b 1 3/9' 24'I CA I4.0"4-0"6'S"4'.9 4.-0..6'-6"5'-0-5-0.6.5"6'-0"6',d..7.-B"6'-0.,6.1 CURB STOP WATER 2"COPPER- GENERAL NOTES: _ SERVICE LINE DETAILS NOTES: '.BEND COMPRESSION COUPLING- I,DIAMETER,A I, PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. I THIS TABLE 15 BASED ON 110 PSI MAIN PRESSURE;2000 ESE SOIL BEARING PRESSURE. � ` 2. COAT ROCS WITH"KOPPERS"BRUMASHC NO.50 COATING OR EQUAL. WATER MAIN CORPORATION PROVIDE I,"DIAMETER DRAIN HOLE SCALE 7.WRAP ALL FIRINGS W TH POLYETHYLENE. STOP 3. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER•UNLESS SPECIFIED NOTTO SCALE HRU51 BLOCK BEARING AREA.SEE TABLE BEARING `, BY THE ENGINEER.MEGA LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF AREA REQUIREMENTS. 3.USE 3000 PSI CONCRF TE. CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. 4.FOR MORE DETAILED DIMENSIONS RATHER THAN THE AREAS LISTED ON THE ABOVE TABLE. 4 THRUST BLOCKING FOR WATER MAIN FITTINGS (PCOB. 02660 1)DDRAWINGNo,D26� 5 TYPICAL BLOWOFF (C.O.B. 026.6_0-7) 6 THRUST BLOCKING FOR WATER MAIN VALVES NOT TO SCALE NOT TO SC AL 3. 1 (C.O.B. 02660-3) I LEGEND -\ PROPOSED RETENTION POND NO.2- - EXTG.OVERHEAD POWER EAST BASIN J2.600 d1 ®HYALITE 1 EXTG I BURIED 11',11HONE EXTG.BURIED FIBER OPTICS a 11 11 Research Drive c SEE NOTE M 10.THIS SHEET I,' � PROPOSED RETENTION POND NO I� O EXTG.BURIED POWER BID ernon,MT 59718 _ 470328 WEST BA4NJ2,ROD ciJ \� EXTG.BURIED GAS Tel: (406) 587.2781 --- -- - � EXTG.BURIED TVFax: 406 522.9225 - -__ �I w w w.hyoAeeng.Corn 1 y a. ---- EXTG,X'DIA RCP STORM SEWER s�s� - - - - EXTG.X'DIA SEWER MAIN PROPOSE SIDEWALK TBC_ ' 4703.57 ' 6702,97 i - \ ` EXTG.X DIA WATER MAIN - TT I \ \` \; PER COB 0252915 I I USDA BUILDING \ EXTG.iREE PROPOSED BOULEVARD C4.0 -7 PROPOSED CURB 9.78E S.F PER COB 02528-1 I - f1 1 1 -_ '' ` EXTG.CONCRETE SLAB (DARK SHADE) I _ EXTG.CULVERT PROPOSED ASPHALT 1 (LIGHT SHADE) =4703.eD �� EXTG.POWER POLE 7m�- SAW-CUT AND TACK 7JEw 4 3.55 I SaUT URE[TELL!a _ __ ,- - T-f: - T 1', 1 EXTG.POWER POLE GUY WIRE Q ASHPALT TO EXISTING THATCH GRADE) �'I, 1 1 470161 1 ; 02�'-7-7 x r172.8 Y 702.1' / '� �� J EXTG.POWER TRANSFORMER 702.6' I _I _ - - PROPOSED INLET/OUTLET \ EXIG.TELEPHONE PEDESTAL (� w 4/ t - IA I• -. 1 CHASE( P) } •'.•� - 4)02.00 - r 4701.86`- / \ _ EXTG.BURIED UTILITY BOX F.F.ELEVATION= 470,65 I 1 I'�15'- -11 4701 68'� 11 3 4704.60' _ 4702.30 _ l 1 EXTG.WATER MAIN VALVE �I. 3B 4104.1R' -olaaL 1 47W.2T - UO L ��. �t SP I!, 1 �,' ff f E%iG.CURB AND GUTTER 47� Li 1 y 11 Z' 1 rf- END OF LINE a _ POLE SYMBOL LARGER THAN ACTUAL POLE ?�d,�* - ','�„ EXTG.SAN,SEWER MANHOLE ACTUAL POLE IS BEHIND CURB -4702.69'- - ,Dr �.-t?, I , \ U�•, l-`-`�. EXTG.SI ORM SEW ER MANHOLE F..R , C�: _ 1 - Z SITE PI n ' - d E%TG.STORM SEWER INLET 17J3.19 z 1 l EXTG.STREET LIGHT D r _ _ I 4703.50- 70.1 J `�dP 4703,65'-- � 1_ 1 1 n _ I PROPOSED INLET/OURET CHASE(IYP,) I �__ \�'-I I' -RIDGE LINE - SGN -_)Z[ --A7D46 SEE D�1.5/G4.T / f/ 47M FOUND PROPERTY PIN 10703.01, _1703.OT 4703.57 /: 47D4.90 i r R.II"PII•-T cNN I.'L. _-._ 1704.79 '� �_ 11 - 1 1 CALCULATED PROPERTY PIN g7D4.z9 l J � 1 4 03. �704.a9 d Od. -1 j -4^ T4 •11 4703.22•.. PROPERTY LINE i�C -I I� 1 JDS ARCHITECTS.INC. PROPOSED APPROACH \, -1/0/,61' 4� 2B� ._ 7039 1_ ' �04L�• • •_ a'.: •T`•- I". I1 _____ ________ EASEMENT LINE I �z 4 el O'" {y ��,}l 1 4a R4 uDa . i - 11 2413 WEST MAIN,SUITE PER COB 02529-12 -{ = PROPOSED APPROACH -- f' 1W __4L 47--- ___�_______ _ 4714.;1] 4 11 PER C0002529-12 ROAD CENTERJNE i Ste/ "4703.52 _ 1 _ 47C389 � - ----_ • _ - ' -- - ) T -� y 021 SECTION CORNER 1 ' 4705.4 4704.BB _ ,.,F__ __ __ 4]C ? i„ ,1 �-" K '�. t / _ �` a' �'�{� �� 6 SJ` REMOVE EXISTING CURB ' ---- -- --' _470489_--_-- --`_-- -- _ _ 4705-28 -170299 � I 1 vy EXTG.FIRE HYDRANT AND SURVEY BENCH 1 - - _-_ _ 47W.95 _ 470498 - - ------------- 47 11- / - y_ __ _ i8� L_______ � _ _ _ - ____ _ __ __ __ __ _ 03._ _ ___a MARK -- 't' SURVEY CONTROL POINT --_ l-' ____- - Y-- __ j 473H7' 11903� ��/ ��� Oe 4I05 31 -_.- i _ _'-4704�9� -'_ \_4703.89' 4703.46 �' l U°'°` r PROPOSED5IMMENTAL �.-- -_-- PROPOSED STORM DRAINAGE CHASE WAY IMPROVEMENT$-SEE _ --_ _- _ - -- _ _ 1703.18 �� __--_-_ _____-_ _____ ________________ _ ___--. ________ ________ _ _____ __ ____ t ______ _ ______ DETAIL THIS SHEET(3/C4.0) � _ FINISHED GROUND - EDGE OFASPHALT --ROAD CROWN - O t I CONTOURS(1YP.) `i-4702.5!C I �470SI.69 EXISTING ROAD EDGE ITYP) SEE NOTE NO.7 TH$SHEET I I I 1 I I BC 4705.90 I 4/0$,97 NORTH i I BC 4706.18' -4704.28 -- - 1 0 Feel 30 EXISTING GROUND 119'RE UTIUw SITU ( I _ MA%.DESIGN _ STORAGE 4.,MPK 26. - NNIS4ED GRADE CONTOUR INTERVAL:0.50 FOOT DATE _ �7.5'-B.5' WATER DEPTH=I.S' VOLUME 5"OPE� L DATE OF SURVEY:7/05/2008 04/02/2009 4706.65' ,-4708.61 SLOPE, ... - 12'- VARIES(16' 17)�. 2A' 3%SLOPE 3%SLOPE r - 4" 2 FEET 2%SLOPE -, SLOPE � e LEGAL DESCRIPTION BOTTELEVATION=4699.6.5' OM OF POND FG A TRACT OF LAND LOCATED IN THE SW k'Of REVISIONS �- SECTION 36,t.I S,R.SE,P.M.M.CRY OF 80ZEMAN. TBCGALLATIN COUNTY.MONTANA. 04/16/2009 .05 ,. - -- 21 FEET - R/W EXIST.ASPHALT PROPERTY EXTENDED BENCHMARK 05/14/2009 1 -•I'11 IL EDGE BOUNDARY R/W ---- � { TOP OF REBAR(CP MII CITY OF SO7EMAN VERTICAL DATUM RECORD DRAWINGS 4I 4 T c s 1 RETENTION POND NO.1-SECTION VIEW 3 SIMMENTAL WAY IMPROVEMENTS-SECTION VIEW ELEVATION=4700.70 FEET 10/19/2007 f 707.Bs 7.51' 'I 7�/I _NOT TO SCALE .- -__ - NOTES: NOT TO SCALE f I.SrOR MWAER RUNOFF CALCULATIONS AND RETENTION POND VOLUMES ARE BASED UPON C.O,B,DESIGN STANDARDS AND SPECIFICATIONS. K { 2-RETENTION PONDS WERE WED BASED ON A ID-YEAR. 2-HOUR STORM INTENSITY DAI IN/HR.I f BC \.473' J III 3,BASIN SLOPES SHALL BE 4:1 OR FLATTER. 081440 4.VEGETATIVE EXISTING GROUND CHANNEL SLOPES SHALT BE UTILQED WHEREVER POSSIBLE IN ORDER TO PREVENT EROSION 4700.6D j MAX.DESIGN STORAGE 4.T MAy' AND REMOVE RUNOFF OR SURFACE WATER CONTAMINENTS. WATER DEPTH=1.5' VOLUME 5.RETENTION POND BOTTOM WIDTHS VARY.WIDTHS CALLED OUT IN DETAILS ARE SHEET TITLE O"E`41�'M' r / /�' 2FEEf FROM CROSS SECTION LOCATIONS SHOWN ABOVE. GRADING _.� 6.ALL UTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE BEST DATA DRAINAGE PLAN BOTTOM OF POND AVAILABLE.THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR N LOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO CONSTRUCTION _ FG ELEVATION=469925' - 7 COMMENCEMENT. SCALE < 7.PROPOSED PAVEMENT SECTION ALONG SIMMENTAL WAY TO MATCH EX61ING 7 ER LANE _-13' ASPHALT EDGE,CONTRACTOR TO SAWCUT EXISTING EDGE BEFORE EXTENDING T„-� L AND TACKING ADD710NA1 SECTION. B.PARKING LOT FINISHED GRADE CALLOUTS ARE 70 EDGE OF ASPHALT. ^ i 2 RETENTION POND N0.2-SECTION VIEW � � 9.ALL DETAILS TO BE IN ACCORDANCE WITH C.O.B.STANDARD DETAILS.NOT TO SCALE O 10.SIMMENTAL WAY ROAD E WESTERN E FOR THE USDA SITE PANI(LEWISPROJECT ARE 4� O COILYO REQUIRED ALONG THE WESTERN EDGE OF 1012.BLOCK I(l S CLARK COMMERCIAL SUBDIVISION)- �yS .-\11, 1 11.CONTINUE CONCRETE WALK THROUGH APPROACHES. X - -- CV - 2'-0 — DEPRESS TOP OF CURB TO THIS L INF FOR "F E I " HYALITE TOP OF CURB - CURB DROP.THE CURB TRANSITION I — _ LI BETWEEN CARRY CURB SECTIONN AND ANpA - 3 IT -•lLL I I L:vI L I�. 4r F.':�'�:=1" I —2„— SPILL CURB SECTION SHALL BE 3'MIN.S' _ MAX- FLOW LINE - P' 1 1 1 Research Drive .�___,V 1 3fa^�pi'BLOPE - ., '•r, .+L r. I� +F 'r' Bozeman,MT 59718 3!d"TO I'SLOPE 3'ASP+IALT .L I r INE: 3 -'.F: Tel: (4�6) 597.2781 L _ P L.II L. _— .......,..I... 3"A$PHALi 6"II'i FI I ..._. .............. L.:.� .. ::,: 61 2 12, 6"OF I.S MINUS CRUSHED •••••-• E - F - w w w,hhyallteeng92Om Fax:( 5 25 1 SURFACE COURSE n•.F L. - GRAVEI b"OSURFACIE C.UUS RUSHED r SURFACE COURSE 1 -_ '•.•.•.•.•.• •.•.•!'.•.•.•.•.'.•.'.'.'.'.'.'.•.•.•.•.•.•.•..• :I;vF-F _ _EE �rl 12'MINUS PBRUN } BASE COURSE _ 17'OF 6.MINUS PIIRLIN BASE COURSE PBRUN GRA VII SECTION c-.n:=n FLId PIIRUN GK'AVEL _ F ,I '--T- IT. ( '.L LL�VfLIFIE LL NO_IE: L ...................... ......................................... ........ . . _ - -.I.SEE THICKENED SIDEWALK DEIAN AS ALTERNATIVE TO CURB PLACEMENT ALONGSIpEWAIK _ =IT_ 1 TYPICAL CARRY CURB DETAIL (C.O.B 02525-1) 2 TYPICAL COVE GUTTER DETAIL SECTION B=INLET CHASE 2'4Y' R ' i SITE Plan DEPRESS E TRANSITION TMS L LENGTH CURB i - 'FC 4I F Jf. I s I 2,R PROP.THE TRANSITION LFNGiH BETWEEN _f- A NORMAL CURB SECTION AND A DROP _ CURB SECTION SHALL BE 3 MIN.,S MAX. + � ................................................. ............ 1/7'PF p: R SLOPE 3r.t Tn I'SLOPE 3"ASPHALT -i ='il4". iJ =_v:•F-_ - 6.75'+ 6 75" -L• „I vr,;'n-1 JDS ARCHITECTS.INC. GRAVEL GRAVEL 1 2413 WEST MAIN,SUITE 2 2.5 A' - SECTION B-OUTLET CHASE _ NUS T b OSUR ACIE COURUSE SHED - - - i L "PA�-h V' -."'Y P17RLINGRAVEL 12'MINUS PITRUN 12" PITRUN GRAVFI BASE COURSE [L 1 1VAr.L' 1 NOTE: I,SEE THICKENED SIDEWALK DETAIL AS ALTERNATIVE TO CURB PLACEMENT ALONG SIDEWALK 3 TYPICAL SPILL CURB DETAIL (C.O.B 02528-1) 4 TYPICAL DROP CURB DETAIL (C.O.B. 02528-1) NOT TO SCALE 4R't co GF DATE ANhF 04/02/2009 If;,. SriVL=' T' n 'CRMA.I ..^.. R=*= IL.—EP ;�F`. -R:NC-I =-24-F:1: --.I':?.IT=-riq;F Il Y Y, - F "PAPF, r) s't FC:_N]FY _L-,I_:' - IN 1V,-F i17. 3r/_"')UNN CCVL'1_ (CF Qj,- REVISIONS A-A PLAN VIEW 04/16/2009 I"BELOW C-6"WASHED 5 TYPICAL STORM DRAINAGE OUTLET AND INLET CHASE (C.O.B 02529-14) _ _ 05/14/2009 FLOW LINE " COBBLE GRAVEL: NOT TO SCALE RECORD DRAWINGS -- - ------ - OVERFLOW DESIGNED FOR FREE 10/19/2009 - FLOWING RATES EXCEEDINGTHE - STORAGE IO YR,2 HR STORM EVENTS EXISTING j VOLUME FRONT VIEW 1 s SZO�_4.1,ylAX r• � - 081 440 %J PROPOSED GRADING ITYPE COMPACTION) SHEET TITLE 6"OF d" d"WASHED _/- NOTES: coaeLE GRAVELS DRAINAGE 3 ROAD 1 FACE OF CURB 1.2.SIDE VEGETATIVE SHALLNNE SI OR HALL BE UTILIZED 6t1 Shoe€_ _- rlow DETAILS 2.VEGETATIVE CHANNELS SHALL BE UTILIZEp TO REMOVE RUNOFF CONTAMINATIONS. -'�ij" 3.ADEQUATE EROSION PROTECTION SHAH BE PLACED ON ALL EMBANKMENTS, SCALE ►A-A - ACE OF GU71ER d.pFPiHB OF RETENTION PONDS RANGE FROM I.5'703'DEEP. NA SIDE VIEW SECTION A-A PLAN VIEW 6 TYPICAL DRAINAGE DROP CURB DETAIL 7 TYPICAL RETENTION POND DETAIL C 4. 1 40 HYALITE PAVFMFN1 1111 Research Drive 50'TRANSITION G' DRIVEWAY WIDTH 5,G'IRANSOION �- (vARIFsI -- ---- , Bozeman,MT 59718 Tel:(406) 587.2781 Fax:(406) 522.9225 w w w.h9aIIIeeng.com EXPANSION JOINT AT CURB - GUTTER fLOW UNE RETURN o� BACK OF CJRB {J� a DRIVEWAY IRANSIIION CONTRACTION PLACE 4' w> JOINT LAYER Of J _ 2 o TOPSOIL I CL SEE CITY OF BOZEMAN STANDARD U CONTRACTION -DRAWING NO.02528-I FOR INTEGRAL SIDEWALK IOINi3 -- SIDEWALK SIDEWA,K LANDING ----- RAMP 6,7 MIN CONCRETE CURB AND GUTTER _ 2.0%MA% --�`--- NO LIP AT rU�' P A -- -�I.SR MIN FLOW LINE L1. EXPANSION JOINTS W COMP A ROUND / DRIVEWAY SIDEWALK SECTION 4"M-400D TCONCRETE SIDEWALK CONCRETE SIDEWALK 6"EWALKEWALK 3"GRAY FL BARE ITYPI ■ ■-4s A 5 TYPICAL APPROACH DETAIL (C.O.B. 02529-12) SITE P I cs n 1, T 7 SECTION - PEDESTRIAN RAMP STYLE 'A' JDS ARCHITECTS,INC. SEE CRY Of BOZEMAN STANDARD 2413 WEST MAIN.SURE 2 DRAWING NO.02528-1 FOR INTEGRAL - APPROACH -- — SIDEWALK APPROACH CONCRETE CURB AND GUTTER 61 M-4000 PERFOOTSLOPE CONCRETES1DEWALK NOUPAITLOW!INf---- -- i SEE CfIY OF BUZEMAN SIANDARU AND DRIVEWAY NO LINE DRAWNG NO.02526-1 FOR INTEGRAL 12 SLOPE MAX X T-�� FLOW LINE CONCRETE CURB AND GUTTER A� SIDEWALK -- FA"- - LANDING ' -_____-______________ ___LOPEM GRADE ESTABLISHED AS L,'RISE PFR FOOT MAX \ ', FROM TOP OFADJACENT FULL HE>Hi CURB OR MATCH EXISTING SIDEWALK }'WASHED ROCK GRADE. GRAVEL COURSE NOTE:USE SAME SECTION AS SHOWN BELOW ON ROAD SECTION(DETAIL No.4) j 6 SECTION - APPROACH (C.O.B. 02529-12) CONCRETE'DEWA0DLK 3 GRAVELBASFIIYPI SIDEWA .... .. CONCRETE SIDEWALK WALK 8 SECTION- PEDESTRIAN RAMP STYLE 'B' III- rG Scn' DATE 04/02/2007 REVISIONS 04/16/2009 2 2' SEE CRY OF BOZEMAN STANDARD 05/14/2009 _ GRAVE( - -- 10 -- IO' ---�-- GRAVEL DRAWING NO.0257E-I FOR INTEGRAL SHOLDER -3'ASPHALTPAVEMENT SHOLDER CONCRETF CURB AND GUTTER GRAVEL SHOULDER 6"OF I.1/2-MINUS CRUSHED GRAVEL SIDEWALK SIDEWAL2.0%MAXNDIG -- - RAMP 6.2'MIN NO LIP A7 RECORD DRAWINGS MATERIAL SHALL BE 3/4. 12'OF PITRUN GRAVEL -� N FLOW LINE 10/19/2009 CRUSHED GRAVEL BASE -4%_� 2%SLOPE 2%SLOPE q% MATCH INTO EXISTING COURSE --- --- 5:7 SLOP GROUND.PLACE 4"OF SLppE 31 TOPSOIL IN DISTURBED AREAS. 5 4"M-4000 TCONCRETE SIDEWALK M-4000 081440 1 CONCRETE SIDE WALK NA IIVE SUBGRADE AND IMPORTED FILL MATERIAL SHAL L 3'GRAVEL BASE ITYPI OF COMPACTED 1095 PERCENT OF THE MAXIMUM DRY DENSITY OF THE ITANCARD PROCTOR. SHEET TITLE 4 TYPICAL ASPHALT ROAD SECTION(PARKING LOT SHALL USE SAME STRUCTURAL SECTION) 9 SECTION - PEDESTRIAN RAMP STYLE 'C' DRAINAGE 8 ROAD r ;:t r I,CT ;CAI_= DETAILS N J SCALE Q NOT TO SCALE ,Z _V C1 4.2 X N N