HomeMy WebLinkAboutProfessional Dr - 2003 LEGEND
4 g AS CONSTRUCTED
ltiy EXISTING SANITARY SEWER MANHOLE NON-REStXNTVL 0RN1.Ky APPROACH
INSTALLED PER C09 D DWG.N.02529-11 /O� NO�i 951�
EXISTING SANITARY SEWER LINE "'bb8y'l FcrS�fa`c Yy�
-- -6"W EXISTING WATER I
MAIN r L
Gm pTp WIT SIDEWIX NSEALM
Scale 1n Feet II - a I'oFpPR�OEPOERrc uE.A S TW1NSBptt -
-GAS EXISTING GAS LINE 50 0 50 E 1- LOG11Ti00N�THE D
Sheet 1 of 1
;7 EXISTING HYDRANT ^
15 0 15 -
l.ao tam END OF EXISIN9 PAIII14M.
EXISTING WATER VALVE Scale 1n Meters _ ZU 5/3ro3
y � Ins/a
PP4 EXISTING POWER POLE - - -- -- C) a
_ Ch a4t
OO EXISTING ELEC BOX EIRSIXiG SEWER
RIM-4929.31 W g
DOW Sao m"
INDICATES COMPACT PARKING SPACE 9Mwm O.3O.3V 70
RU-M7.19
735 BUILDING TIE DIMENSION EJ• `$�
•(&C5) PROPOSED SPOT ELEVATION PLAN VIEW W� 3
: §
•RD ROOF DRAIN SCALE 1"=50'
C.O. SEWER SERVICE CLEAN OUT $ �
5 " m
E-D. FLOOR DRAIN
TRAFFIC FLOW
DRAINAGE DIRECTION
0
EXISTING CONTOUR LINE
PROPOSED CABLE, ELEC, TELEPHONE
AND GAS TO EACH BUILDING
PROPERTY LINEf+�
ADJOINING PROPERTY LINE
Cy
EASEMENT LINE
YARD SETBACK LINE Fri�j rT�
PROPOSED CURB ^'Fry Ary�QT ,,�G`Y� p IFQ�yil'w1
PROPOSED SWALE/RETENTION POND CONTOUR ti9 e��b^3� CR p S�Q� ^ kµyl
APPROXIMATELY 3.5-4.5 �G� Za Q -';; -
OF 1-1/2' MINUS GRAVELLnW
BASE COURSE AT TRANSITION y •�Z�`v r/� M+••I
FROM 2% TO 3% SLOPE ON
PIT RUN
O•`QP O P3.9.C�
Z Z JQ-iP
EASEMENT
LINE 4830
30 bV A44 AOE
18.�j' Fj,j' 5' 1 EX/STJ/yG G DE EX/SANG PA
37 SLOPE 1/4"/FT ae2s so' CROWN VEMENr
TRANSITION
SIDEWALK PRO 10` GRAVEL TRANSITION
TO MATCH EXISTING GRADE
EXCAVATED UNTIL L 4820 -
MINIMUM 9" PITRUN CROSS
SECTION WAS OBTAINED
6" OF 1 1/Y MINUS
GRAVEL BASE COURSE
OVER 9" PIT RUN
COMPACTED SUBGRADE Y T�
V)S S ? S 9
1+50 1+00 0+50 0+00 z
a STREET SHOULDER SECTION A
BENCHMARK AB-1 SCAEE NTs (7)CENTERLINE PROFILE
SS MIA RIM AT INTERSECTION OF PROFESSIONAL -1 SCALE: (1"=50'-0^ HORIZONTAL) (1"=5'-0" VERTICAL) a O
DRIVE AND DICKERSON STREET
ELEVATION- 482&31 FEET
LEGAL DESCRIPTION z4
s.s O y//7�yy
tOlOa aA A lli la[doll 1�1
EASEMU.� EASEMENT 2"
LOT 4,WEST MAIN BUSINESS PLAZA LINE PROFESSIONAL DRIVE LINE I
NE 1/4,Y.C. 11,T.2 5..IN 5 E.TY.P.M.M.. TOPSOIL
• rTl
CITY OF BOZEMAN,GALLATIN COUNTY.MONTANA SO' 30' ,F E•N'M
3"R .1 4 >
18.5' 1H' S i (TYP.) 1^R
.�S. _ .... • N1 to''sort
��RAOE �I/4"/FT 3% SLOPE 3% SLOPE 1/I./FT µ/A_S lc t2., Tan: :a" MO
GENERAL NOTES Pg SIDEWALK SIDEWALK J"R ' .° pO/ w
3" ASPHALT CONCRETE 1 I- - _ 4 • 2$ f"T,
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH EDITION SURFACE COURSE L •.� A••
MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, ADDENDUM NUMBER 1, Y OF 1 1/2" MINUS
FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001, 6^ OF 1 1 MINUS GRAVEL BASE COURSE
GRAVEL BASE
COURSE
UNDER CURB AND GUTTER - -- - -------- - --
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL OVER 9' PIT RUN CRUSHED GRAVEL _
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE o BASE - 3` MIN. _ _"U"O`OOU-JO`"U''O''O�O.�O`...
CITY OF BOZEMAN ENGINEERING DEPARTMENT. < COMPACTED SUBGRADE
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE a SUB-BASE S OUIRED�E
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., ?3 NOTES:FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. m 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 -
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL RESIDENTIAL DRIVEWAY APPROACH.
EQUIPMENT AND MATERIALS BY THE ENGINEER. 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-10 AND 02529-11.
3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. COMPACTED SUBGRADE
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE (TOPSOILING & SEEDING ON CUT & FILL AREAS ON tea°
Y SIDE OF SIDEWALK)PROPERTY I S.hgmde p1 ease cowae w potion shall co rm nfo to eectbo 02230(M.P.W.Spec... 1996 ed.)
BEGINNING OF CONSTRUCTION. 2. Controctmn lomt,anml he pmo.d of TO-mtemols and ehaR owe a m.nim,m depth o1 3/4' and mn' .men of 1/8'.
3. 1/27 e.pan.ion/omt materrol Hall he pitted of all P.C.a.PJe. .rhret.ma and at not more than300'interval.. The
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING e.Ponmon matenal anon me 1.11 depth or the-re one q.tte, Drav7i Date: 3112104
AND WATER DEPARTMENTS AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. r TYPICAL STREET SECTION 4. No.mt and gate.hall he placatl.Ithout a tool Corm inepeclion 6Y Me city Engineer or nIa representaGva.
2 5. Concrete shall he Cba.Mhe PI
6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. 6. C-h.d gravel twee shod meet the regaementa o1 5«9on 02255(MPW SPECS, 1996 ed,) Far c.m and
AB-1 SCALE: MTS r vr .
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. q.tter ,ploc-ot o„of,.o.hed-1,may ha.sad rot the grovel hose
8. TRENCH BACK FILL SHALL BE TYPE A. rT'�CONCRETE CURB AND GUTTER DETAIL
9, ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. -1 SCALE: NTS C.0.6, STD, DWG. N0. 02528-1
10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. AB=l
11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
12. CONTRACTOR SHALL ADJUST GRADE OF EXISTING VALVE BOXES AND MANHOLE RIMS TO MATCH NEW ASPHALT PAVING.
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