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HomeMy WebLinkAboutSID 599, 605, 611, & 613 I � urn+ sort i SAM 599 \ GENERAL NOTES LEGEND \ THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES rV�- EXISTING WATER MAIN IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING Gs' EXISTING GAS MAIN \ - THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE z EXISTING STORM DRAIN BEGINNING EXCAVATION. EXISTING WATER VALVE ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR o- EXISTING MANHOLE GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL EXISTING FIRE HYDRANT BE REMOVED OR RELOCATED BY OTHERS. t UTILITY POLE GUY WIRE willi THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES STREET SIGN PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE y I' r•M c.ouKos CROSSING CLEARANCE. Q TREE HEDGE I ALL STREET INTERSECTION RADII ON S.I.D. 599,611,a 613 x -x—x—x WIRE FENCE ❑l SHALL BE 15'. RADII ON S.I.D. 605 SHALL BE 25'.�m� ° t I ❑ u W E��B S. . 13 ---�— NEW MANHOLE SEE CONSTRUCTION STANDARDS FOR MISCELLANEOUS DETAILS. NEW UTILITY LINES ON SHEET SHOWN NEW FIRE HYDRANT C L LA 10 IEEE WHEEL CHAIR RAMPS SHALL BE INSTALLED IN NEW —PUG— UNDERGROUND POWER CABLE i SIDEWALK AT INTERSECTIONS AS DIRECTED BY THE OWNER. SEE CONSTRUCTION STANDARDS FOR —TUG UNDERGROUND TELEPHONE CABLE TEi MISCELLANEOUS DETAILS. EXISTING GRAVEL ROADWAY OR DRIVEWAY I EXISTING ASPHALTIC PAVEMENT I-ry'ry�- DITCH .uu UuLL MAIL BOX NEW UTILITY LINES ON OTHER SHEETS ���� ff �J — ASPHALT VALLEY GUTTER �L IE[I] �-i1 J �E I� - NEW CURB AND GUTTER r mm �1 mm L ,V`, OO ' WmLLmU���i.L�m L�� �m�i STORM DRAIN INLET mm[�'Ep f7W� my {' �1m mWWm®m1 [ �LL � e®�WWm EXISTING CURB AND GUTTER !L! I PROPERTY LINE ITC ETT1Jm�� ITT - O0 j ❑oonoo8 Fl CENTERLINE mom, In ooOND4o _ � o00000 Fr 1• ! - � � rns r 'Y l�IL7lJLILII .."ar JuKrr+s.•. _W lJmm 17 !m] m [I]EllQ jj ` �;�-- - - \ r - .'C S.I.D. 605 -- �� ECOIZ P/ S.I.D. 611 o our. ill REVISIONS ems; THOMAS, DEAN & HOSKINS INCLOCATION MAP LEGEND 81 _ DE.c..Pc-c�.eo (![,AW/N!r- - DATE_0�T. . /97^� DwA WN or,� 3�- �9 S.I.D. 5 9 9, 6 0 5, 6 I I & 6 13 DESIGNED._ LS.No ENGINEERING CONSULTANTS ' Sr_— D.rE__. oncS_.__ - _— — SCAu iVO/VE .h.pyED /'-, _� END. 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S.I.D. 605 STORM DRAIN DETENTION !(/ 15 '""'_"°- ■Y DAt[ D![CII OAT[ DRAWN JO[NO°° °"�` °"` °`°'°"`° "" 37O ENGINEERING- EMpN-KALI>P�NSULTANT MONTANA BOZEMAN MONTANA POND DETAILS 9-- °An D[[CN_ [CAL[ A.S.5.�/O�YN A►►110V[DFIL[NO SN[[Ts I I -ROV/DE/8'M/N DEPTH GROUTED R/PRAP RUSS/AN OLIVE 77 BE RELOCATED oRls BIRCH TO BE RELOCATED- I A LACK A CO STORM ORA/N -ANA RACK ACCORD/NG 7L7 MONTANA J - CONSTRUCTION STANDARD NO.51-14 ASH TD REMAIN' I -- ---- s9 Z� Q EX/STING DITCH -- STA.,{00 �r w SCALE=1'-/00' PARK o z cw) \ \ \\ \\ L-1 HIGHLAND BOULEVARD MANHOLEN0.5 REPLACE STAMOARD STORM 0 10 20 30 DRAINAGE MANHOLE NO¢ BA® SEDIMENT TRAP ACCORDI N CON5TRUC770N 57ANDARO MONTANA NO. 51-05 NOTES: I DISTURBED AREA AT DISCHARGE M 73`` BE SOODEO ACCLWD/NG TD SPECIFICATIONS 0 MINIMUM 140''COVER 950WRED OVER EXIST/NG IRRIGATION LINE NOTE: EXTEND GROUTED R/PRAP AT P/PE DISCHARGE 7D MEET BOTTOM McAIWR OF GROUTED RIP RAP O OF�R/9 RACK FROM MANHOLE NO.1 TtJ DISCHARGE N MIN 1B~DEEP EXISTING GROUND \ \ \ \ \ 1N5TALL 307d LF OF 15"RCP CLASSAI \ \ \ \ TYPE I EXCAVATION TYPE A f34CKF/LL - - --- -- \\ \\ \\ 8 \\ I I h _ NOTE: I SLOPE - ALL D137LIRBED AREAS TO 1 I I / / LSE S0[X�ED ACCORD/NG TO SPEC/F/CAT.GWS \r STA. 5,,07 B \, M.H.NO f I\ / RIP RAP DETAIL / / SCALE : 1/2"=1'-0" SECTION A / 11 \ BENCHMARK: 1 WEST BOLT FIRE HYDRANT AT SCALE I"=I O'- " NOR7FY SPRUCE 4 HIGHLAND BOULE✓ARD. 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D. 611 PAVINGI rJ, !MEET NO. .Y DAT[ Dl.CR DESIDNED G..MO. DH ENGINEERING CONSULTANTS gOZEMAN MONTANA HERITAGE 8SILVERWOOD DRIVE .MEET! 2 GREAT FAL LSBOZEMAN-KALI9 FELL ON TA NA ' BY OAT! D[.CR !CAL /7 /1 APPROVED IL[NO. - •'�•. 1, `�0 1 1 1 1 . 1 �.1..... r. ® � � _—. — ®esir•rarada�� ' �_ _ -_, . • -.Tres— . 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