HomeMy WebLinkAbout06 C3.0 CIVIL DETAILS 06182021 20'-0"
NEW PAVpAENi05URFACE ,OF
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SIRFET PAAMO!OMW1 AS REWIRED 5.4'(0.45') CHANDLER
sEAL JoeTr wnx RAM-NEK Ia No. 9518ES
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e'x a'Rouro CONCRETE SMs B• �9� QCEtl
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- 6 J-OF 1 5"MINUS CRUSHED BASE COURSE i (+YP.) i 4'R 'S Sheet 5 Of 6
c1FAaDLR PPE,4•aR e•P1c I-(I 7.5' UGO
'•"'••` B"OF 6"MINUS BASE GRAVEL + I C m m
/ 8' �mm
C �
7-Y 1fL 1�y pp COMPACTED SUB-BASE �9• a - >2 LE
of NOTES; a 7 o 0 0 0 E t
1. CROSS-SECTION PER SITE GEOTECHNICAL REPORT. GEOTECHNICAL REPORT o0000000000000000000000000000
RECOMMENDATIONS SUPERSEDE ALL REFERENCES SHOWN ON CIVIL PLANS. CRUSHED GRAVEL o 0 0 0 0 .0 0 00
0 0 0 00 0 0 0 0 !n m LL
-p.. BASE-3'MIN. 0O0ODO�ODO�ODO�ODO�O�OQO�OCo�o O TJ
C z E
n TYPICAL PAVEMENT CROSS-SECTION SUB-BASE COURSE
aR a•Prc s-sBRr� 6 AS REQUIRED 72.
m
C3.0 SCALE:NITS '
ED
COMPACTED SUBCRADE C ED m
oDw"DLEWOIR C� a
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CONSTRUCTION DUMPSTER DETAIL 2%SLOPE 0.5'1.5* 3/4' o
I 1 4 CLEANOUT DETAIL 3/y pER 1'SLOPE 3 a•PER r SLOPE
y C3.0 SCALE:NITS 4"THICK P.C.0 SIDEWALK .� / 1/2'PER 1'SLOPE
C3.0 �'-
SCALE:NTS GREEN STEEL Posr �.
co AT END OF sEm�E MIN. 3"OF 1'CRUSHED AGGREGATE BASE
PROFFr COMPACTED SUB-GRADE DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
ON EMw
5 1/2'BOULEVARD E
Om) NOTE SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.
1996 ED.)
slnEEr sIMFACE s sloEwax GROUND SURFACE SIDEWALK WIDTH PER PLAN 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3'AND
OTPJ MINIMUM WIDTH OF III
NOTES: 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S.P.T.S,CURB RETURNS AND AT NOT MORE
1 THAN 300'INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB
LOMPACIED BACKFILL 2 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. AND GUTTER.
2.
30 CUBIC YARD DUM PSTER W� COVERED ROLL-OFF TOP tnPJ (SEE sPEcsJ SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AT 2%. 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR
HIS REPRESENTATIVE.
DYPJ (TlPICPL EXCEPT CFWHB' IN SPECIPL 3. CONCRETE SHALL BE 4,000 PSI 028 DAYS. a. CONCRETE SHALL BE CUSS M-4000.
POND WIDTH VARIES MP�R mµICLIrEn CITY ) 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION JOINTS 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 0USED FOR T.SPECS.,2003. IL�'1
AT 20' INTERVALS. FOR CURB AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.
TOP OF POND:PER PLAN(cz.z) 2"X 2" n TYPICAL SIDEWALK CROSS-SECTION CURB AND GUTTER DETAIL A
TsERNCE LINE SLOPE-Ve MUU(ER C3.0 C3.0
4, DEPTH VARIES: 1.5'MAX POND DEPTH �;���� � 46'ELBOW P.woT MIN.•Vr Pw roar SCALE:NTS SCALE:NTS
/b &MAX WATER STORAGE DEPTH OpE / ty II IIII IIyII
CSEWER MAIN F \
0 FINISH GRADE WITH 6' \\\
TOPSOIL AND SEED
BOTTOM OF POND IN ONE WrE DrnNc FOR PLUG
-DlE'r1111NGBNOILOWED
APPROXIMATELY o LYEwsnrrvC�IEs�aµnOF
s
3-4' � u� revue
OVER-EXCAVATE BOTTOM OF RETENTION PONDS DOWN DwaENr
Fuw
TO NATIVE GRAVEL LAYER(APPROXIMATELY 3'-4'BELOW
4 EXISTING GRADE)AND BACKFILL WITH WELL DRAINING a �xvz xM e0 ErER Sam CAME As IrvcD -
NO DOEPTONS.
GROVEL sEfMCE AN s NO
BOTTOM WIDTH PER PLAN ESTIMATED SEASONAL HIGH OW uOWEROF THIN SPRING a Bnt D.aw HivEx,M AsSEue
LY
v v ELEVATION IS AT THE TOP OF FORE w- Mary .,,. x x
p� p THE NATIVE GRAVEL LAYER SEE NOTE 9 nreR w>mimExowr 7
Q 1O aL alsw coxncax.Ti 1�
ON
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SEWER SERVICE DETAIL MAINT"'" z
S PROPER 4"OR LARGER CLASS 51
C3'0 SCALE:NTS ZO NERD DUCTILE IRON.PIPE(TYPJ moo
SETBACK PER FLOOR
REGULATIONS
NATIVE GRAVEL LAYER *MECHANICAL eaar �x�� S-LE
roa.uxes
5'TRANSITION SECTION FROM JOINT IT+RIW-s/e
EXISTING CURB TO DROP CURB: MAIN A
THRUST 90'BEND WITH THRUST BLOCK w
,.
RETENTION POND SECTION BLOCK- LEGEND
C3.O EXPANSION JOINTS COMPLETELY
SCALE:NTS AROUND SIDEWALK SECTION TAPPING TEE&VALVE. '$FLANGED OS&Y VALVE
MAX.THROAT WIDTH OR INSTALL VALVE AT
40
CURB&APRONPOU COMMERCIAL PROPERTY LINE(TYPICAL z CIE
40'INDUSTRIAL FOR ALL RISER CONFIGURATIONS) V�
UNLESS OTHERWI RED MONOLITHIC SE APPROVED � O
PROVIDE FLEXIBL 0.E, LLV��
CONTRACTION JOINT WATER-TIGHT CONNECTION 1�1
FOR ALL WALL OR FLOOR CITY OF BOZEMAN REQUIREMENTS FOR INSTA__HON
REFER TO TABLE FOR RIM ELEVATIONS PIPE PENETRATION. OF BACKFLOW PREVENTION ASSEMBLY
EXPANSION JOINTS AT CURB RETURNSPROPOSED GRADE i'
STANDARD NON-CURB INLET CASTING 1. The FIRST frtLnq inside or the buneinq anon be o uL rated
INLAND FOUNDRY 772-4'FRAME AND GRATE COMPACTED GROVEL AND z BACK OF CURB rlangaa Kaanady or Maanar os&v wwa tna soma size as tna aarvma L/•�
1 line.Combination strainer/meter immediately following OS&Y valve
PLAN ASPHALT SUBGRADE SIDEWALK CONTRACTION JOINTS L ADJUSTING RINGS elbow actucnetl dtrectly to OS&Y valve--meter must set Horizontal. r�
SPACED AT 5'INTERVALS-MIN. FLOW LINE rT,
WASHED ROCK DEPTH PLACED
EXPANSION JOINTS rc Rxsx FLOOR 2. Al BLL., Prevention Assemblies anon be: 174
^.
TO BE PLACED AT 25' EDGE OF GUTTER 1 xxEp�rwpR a Ap or FM listed. l
INTERVALS. - b. Approved by lne University or Sli,Rn California Foundation for
OD��_ �B VARIABLE Cross Connection Control antl Hydraulic Research(USCFCCCHR)for A AAWV.J`
CONTRACTION JOINTS TO BE SPACED (5.5'TYP.) operation in the proposed position(vertical or M1onzontal)as shown
O - O MIRAFI 140 FILTER FABRIC OR AT 10'INTERVALS IN CURB&GUTTER a MECHANICAL cn approved pions.
SUPAC 4-5 OZ OR EQUAL 5' JOINT Instmled os shown on the ovprovea plans.
MANHOLE `. EXPANSION JOINT MATERIAL SHALL BE® 1 2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. 3. Horizontal installations must be a minimum of 2'antl maximum of/ 3'above the riniahetl floor. 'ILA/T
48'I.D. ALL CURB REPLACEMENT SHALL BE GONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
90'BEND IT. a. Tne aervica near mast be a minimum or z'rrom soy outaiee wan. O
WI
GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB THRUST BLOCK 5 The ncoming sery ce ne shall be a mnmum 8.5',and a maximum
R MATCH EXISTING SIDEWALK GRADE of)5 below the f ri shed grade
O O O O ppurtenances shall have a m a nmum pressure
WASHED DRAIN ROCK WITH 30% SIDEWALK DRIVEWAY APRON 6 All eervae ne rot ng or 175 PSI.
MIN.VOID RATIO ENCIRCLING THE J s.s'VTHPARIES)
srva 1'f 5'1YP 1 All s e Ines 4"and loryer sM1all be Class 51 Oucl le Iron Pi,,,
DRY WELL FROM EXTERIOR WALL OF (VARIES)
MANHOLE FOR ENTIRE DEPTH OF 4' 1 a"PER FOOT SLOPE fit'MIN.,2'MAx. a Lae s The Boaldlow weventon Assemb and meter anal be
/ STREET SURFACE zn9. Y
BARREL SECTION. ROCK RADIUS egaal'n.1-m bath the'naom ng ppe diameter(upstream)and
w
VARIES PER DRY WELL REFER TO oatgong ppe di.-(downstream) For example o a"aery ce Tne
TABLE (DIMENSION B) ana have a 4"meter antl B-fl-Pev Vn n Assemby
s A m n m m of row(4)pipe di-of ao-a ght n,n ppe a
D
a O CLEARANCE MABOVE
requ retla upstream and downstream of Me% meter t bl\,,,_ wu ,E - FINISHED FLOOR /a ra Her assem y.
> 6'THICK PRE-CAST BASE 3"wasHEO ROCK A CURB&GUTTER
WITH 36"/DIA OPENING MIN B"THICK iG xxE
f�l M-4000 CONCRETE
l--//- *OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
48'I.D.SLOTTED BARREL SECTION
4 ROWS OF SLOTS LOCATED®90' CITY OF BOZEMAN SCALE: NO. 02660-12
CITY OF BOZEMAN SCALE: NON RESIDENTIAL N0. 02529-12 WATER SERVICE LINE
LAYER OF WASHED DRAIN ROCK WITH 30%MIN.VOID RATIO BENEATH STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 STANDARD DRAWING NONE FOR SIZES 4" AND LARGER DEC 2003 Issue Date:06/15/2021
DRY WELL.CONTRACTOR TO EXCAVATE DOWN TO FREE-FLOWING NATIVE,
DRY WELL DIMENSIONS GRAVELLY STRATUM AND BACKFILL WITH WASHED DRAIN ROCK. REV: JAN 2015
CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF NATIVE GRAVELS ARE
NOT FOUND WITHIN A DEPTH OF 12'.
DRY WELL DIM. A DIM. B RIM ELEV.
1 0 FT. 10.5 FT. 4,594.00 ........... / 1 DRIVE APPROACH DETAIL C3m0
s STORMWATER DRYWELL C3'p SCALE:NTS 10 WATER SERVICE DETAIL
;Z: C3.0
SCALE:NTS
C3.0 :SCALE: NTS
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