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64 EXISTING GAS MAIN
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-- EXISTING WATER VALVE
EXISTING MANHOLE
—� EXISTING FIRE HYDRANT
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S.I.D. 620 GUY WIRE
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TUG UNDERGROUND TELEPHONE CABLE
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FOR TYPICAL INTERSECTION LAYOUT AND WHEELCHAIR
— - -- O RAMP DETAILS SEE CONSTRUCTION STANDARD
L No. 22-II AND 22-12.
� THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES
C IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING
C THE EXACT LOCATION OFALL EXISTING UTILITIES BEFORE
a
E BEGINNING EXCAVATION.
—� ALL POWER,TELEPHONE AND OTHER UTILITY POLES OR
a C GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL
BE REMOVED OR RELOCATED BY OTHERS.
- -- STREET
IEY RADII SIHOALL BE g NS CUR RADII SHALL BE 15
c ALL ALL
ALLEY APRONS SHALL BE CONSTRUCTED TO BACK EDGE
OF SIDEWALK LINE AT ONE FOOT FROM PROPERTY LINE.
REVISIONS
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S.I.D. 620
BLACKMORE PLACE
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REVISIONS ,q�fy/L /980 d1.� 77-7g THOMAS, DEAN & HOSKINS INC. S.I.D. 616 617 620
DATE_—_
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ENGINEERING CONSULTANTS M I SC. DETAILS a PAVING QUANTITIES
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BT___ DATE O[SCR._ �fjG � OTC 77�'� THOMAS, DEAN & HOSKINS INC.
_ DATE DRAWN ,aB ND. S. I.D. 616 PAVING 81 STORM DRAIN IMPROVEMENTS SHEET NO,
BY- - __ DATE DESCR,_—_ DES,ONED O — F.B.NO. JWH ENGINEERING CONSJLTANTS gOZ EMAN MONTANA KOCH STREET
BT _—_ DATE.—_ OESCR._— — SCA—"IP!5— ♦PPROVED� FILE NO.—_.— GREAT F AL L5-BOZE MAN—KALISPELL MON TANA SHEETS
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LEGEND
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REVISIONS
BY DATV DESCR. pATeA�f3/L �. �'J DRAWN or/f)� ,DBNO, ?7-7y C1� THOMAS, DEAN & HOSKINS INC. S. I. D. 620 PAVING 81 STORM DRAIN IMPROVEMENTS 6 - TNO.
BV— DAIS DESCR. DESIGNED_-Y i.B.NO. D 1 ENGINEERING CO NSJLTANTS gOZEMAN , MONTA NA BLACKMORE PLACE
BV-_-_— DA'TB _DESCR.-- SCALE.- � �'I APPROVED' /� FILE NO.--- GREAT FA��5-002E MAN-KALISPE LL MONTAN4 SHEET$ 6