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HomeMy WebLinkAboutBanard Construction - Office Complex LEGEND `6 ANgo MARK A. EXISTING SPOT ELEVATION CHANDLER x(100.00) PROPOSED SPOT ELEVATION _ No. 9518ES © EXISTING POWER BOX 1 �� <IcEssE° IT) EXISTING TELEPHONE BOX Lwp ro - FyCI � TRACT A TRAC 1Y� � 1✓EER — — — — � ." miaow OE EXISTING ELECTRIC BOX TRACT 8-A ® EXISTING SANITARY SEWER MANHOLE o .� - Sheet 1 Of 2 Co"o- EXISTING SANITARY SEWER CLEANOUT - US-TRIAL PF39P TIES IVISION — .. , EXISTING FIRE HYDRANT 43� L � �y'. S �'�° E _ m � EXISTING WATER VALVE �p ® EXISTING CURB STOP LOT 4 \ moo �\ a+0& PROPOSED POWER POLE I > EXISTING LIGHT POLE "" n8 BT m, PROPERTY BOUNDARY LINE 0. SETBACK LINNEPROPERTY LINE \ ®� m��•` \ \ ''s \ L 9 N J 'ems @ �4 C_ EASEMEN — �4° w W / / —x—EXISTING FENCE HYDRANT ARROW BOLT ELEV=4744.14 \\ y C o a oHe EXISTING OVERHEAD ELECTRIC LINE _ _ _ s �� ��1' W uGE EXISTING UNDERGROUND ELECTRIC LINE VAe ^l GAS EXISTING GAS LINE 1V - gL000 LOT AEA 1 OHT EXISTING OVERHEAD PHONE LINE f ��°" \`I \ AV A\ � - l \ �' uGT EXISTING UNDERGROUND PHONE LINE W F Z HYDRANT/� IT x nvDRA ARROW BOLT .� LO 14A \ Z O I w PROPOSED 8" WATER MAIN ELEV=4744.88 \ siaoNa 0 Scale In Feet 100 0 100 LOT �? 30 0 30 yyy / HYDRANT ARROW BOLT Scale In Meters \ � \I �/ � � ELEV=4746.21 O V '`aye I �� U �(\ / I\ ✓ // �/ LOTS I \ BENCHMARK TOP OF ARROW BOLT ON HYDRANT ELEVATION=4747.32 FEET 90 (NAVD 88) LEGAL DESCRIPTION CERTIFICATE OF SURVEY 893 LOCATED IN NE , OVERALL PLAN O 1/4 OF SECTION 6, T. 2 S., R. 6 E. OF P.M.M., I GALLATIN COUNTY, MONTANA SCALE:1"=100' SPECIFICATIONS I ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY REFERENCE: O O MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION CITY OF BOZEMANMODIFICATIONS TO MPWSS SIXTH EDITION AMERICAN WATER STANDARD SPECIFICATIONS SECTION 31 50 00 CASING INSTALLATION GENERAL NOTES U Q 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE Imo+ WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN O ENGINEERING DEPARTMENT. 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE O U rTl ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE 0 MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING PROJ SITE OF CONSTRUCTION. 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO V1 BEGINNING CONSTRUCTION. 5. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 6. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. ❑ z �. w 7. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE SITE O GEOTECHNICAL REPORT MEE 8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA MIN REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 9. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL ` SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF 1 Issue Date:411/20/6 APPLICATION FOR SERVICE. � ..Ju.L � - 2 VICINITY MAP AS-BUILT C 1 C1 SCALE:NTS 3/23/2016 #14214.1 946.87 \ 9 [089.34'31" I I / \ k9 0' \ NEW W tE MNNSEN i ­ STA 4+53.3 O 2cJ89'34'31'E] � / LOT 4 \ 4j3) v g o�S1�h HANDLER o o � ��� � No. 9518ES � 59.03 w. 8 y �` ��� r l/CESS' 0 280'52.55`� E%ISTING FIRE 907'OS",MW / X STA 3+25.0 HYDRANT E� �oo� v C2 \ \ 0TA�s+s6.1 E ��� �IQ� �+ \ 0.' INSTALL 1.5"WATER I I SSi�wTD ST STA 3+15.0 C1 \ / SERVICE PER COB STD \\ - Sheet 2 of p I t7 u,Y \ 0.0' \ y �� DWG NO.02660 6 8 • 'S /\ ,i 55 y� \ INSTALL 4"FIRE SERVICE.CAP >, / r / RESTRAIN ALL JOINTS WITHIN m E g B ' \ �A NST / ¢ \ \ AND INSTALL TEMP BLOWOFF02660-7 PER 3S / � 29 8jB ���� �°a��ar°�eq.u�,,r V COB STD DWG No.oze6o-7 SPECIFIED LENGTH FROM FITTING rn m o.o' ' - -68• •1$ Q2 \ .� zsez a'T/NF CO\/o^� Cub+4�Q �f�'o /s� / FITTING LENGTH (FT) NOTE T m STA 0+99.3 N� -�m W S W 55% 0.o'L /o" yv 5+66.13 �V of 7 90 BEND 16 v r \ _ \ (15.00'R 4 GAT VALVE 49 $ / R 6449,60 x i 5 \ ao.R) oo v "aegsF 7 VACA'I'i ,P J' \�.,- INSTALL FIRE HYDRA \ ti <90 BEND 7 lD m LL ,o `P GL=4742.03 / T] NO JOINTS WITHIN e 8X8 TEE 16 (BRANCH) m o g x A 20.' \V HrDaANrEv�a7aa is \ 4' ON RUN m ,,a�. \ SOS 89 / J Canes �bt"��S \ 1.5"END CAP / - T / ,��q - �, 6+4z6o� '�, 8X6 TEE 5 BRANCH m ��' TRACT -� (( (BRANCH) NO JOINTS WITHIN Lp (112.51'R) BLOW 1 0.232 ACRES i ti 4' ON RUN 1 6+49.6 / m (112.61'R \ 0 G \� slo 9+00.0 'F CAP/PLUG 31 W a o LOOD 01� AE �� �' \\ :I� Q a^ VALVE 1 s / \ `C p` \ INSTALL 4"SANITARY v� \ y \\ , / / z m G y / L T '�A-1 o'^ SEWER SERVICE PER so \ C P o COB STD DWG NO 11.25' !� W PEAT d-aid. o4 02730-2. A G 3 HIGH SIDE IL srA s+e.o VERT. BEND W m � 'o� % �'• 11.25' ' \ a / .(�,• VERT. BEND 1 LOW SIDE I_ Z� N HYDRANT ARROW BOLT 1_ REDUCER 11 I O u Nf S ELEV=4744.88 L / l 1 O �4 AA INSTAL RE HYDRANT / 'S�j � � •t4� \ v GL=4742.88 S g" � �� Y JOINT RESTRAINT \\ .24� / j �y. ti Z - / T C2 scALE:Nrs / _I_ / X�t4•?S� \ \ / A 10+15.1 IXI6TNG H 0.0' 5 (To BEI REIIAOVE6) �h (� Scale In Feet 0 50 0 50 L T 11 m �' E� PROPOSED 15 0 15 ��+ k9 � /_ PHASE Scale In Meters `�566"�,{I �j BUILDING Contour Intervals. f Foot ��� '�}� i= �� ° a 5� s - S CUR d d 4"&GATE B WOFP (22 R) INSTALL 1 5"WATER SERVICE PER a GRAVITY THRUST BLOCK p y m COB STD DWG' NO.02660-6'��op 6• �• +os. HEIGHT = 2.70' (zz. = y'\ INSTALL 4"FIRE SERVICE.CAP BASE 2.70' LOT N \ ST 12+ .4 AND INSTALL TEMP BLOWOFF PER WIDTH = 2.70' W/ STANDARD HOOK a / .o' / COB STD DWG NO.02660-7 AND 2' EMBEDMENT HYDRANT ARROW BOLT \ •� \ w `�1?C7 s ELEV=4746.21 ARV r l v /` / / / GRAVITY THRUST BLOCK C2 SCALE:NTS I 475 P 4755 INSTALL LF OF 8"CLA S 51 DIP WATER IN 1V ,•^56 //o, USE JOINT R T AT AL �oREDUCERS, ES,ES,B BENDS AN ,AVALVES AS PECIFIED.ALL J INTSpVpP,�QO • �475 SHALL BE R STRAINED IN ST EAM 0iv/ 4750 CROSSING. 4S'S�CQ'00 O QO� v THE METHOD OFR CONSTRUCT ON FOR • THE STREAM CROSSING SHALLBE O y1x y ? JACKING AND BORING.CASIN PIPE y''1yO,fQ p �2 OGQQ� �ypQP� Y,��o 0Q20 A "Q� O �'�474 ENDSSHALL BE SEALED. 0CF' Qy V � y' O 745 9A?per' QPp�yp02 yy Fy0 yy yQQ��� yy O PRC POSED GRADE �-) U y 2 ex pdP,y 474 PROPOSED y 740 O M BRIDGE F+1 6.5'MIN EXI .6"WATER MAI r`/EXSTING GRADE 1 ' r 473 - 735 10'OF E ST 6" WATE MAIN XIST. "SANR SEWER 473 4730 O U I I F INSTALL EO-OF 16"DIAT 0.250"WALL THICKNESS 472 4725 N N co M O Ol h t0 h of h h W T O O O ';O O O O N N N N r7 M " t 1 O Issue Date:411120/Y r'J 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 1 WATER MAIN PLAN AND PROFILE AS-BUILT C'/2 C2 SCALE:HORIZONTAL: 1"=50' VERTICAL: 1"=5' 3/23/2016 #14214.1