HomeMy WebLinkAboutCFT Minor Subdivision m0
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CFT MINOR SUBDIVISION LEGEND �_;i
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BOZEMAN MONTANA °
f� �a•.i1n11sJJi EXISTING IMPROVEMENTS TO REMAIN
� l u II11
rnIlIel DEVELOPE
Mu R { 2133W'�yr
CFT LIMITED
tuna CONCRETE aJ
465 GREENRIDGE DRIVE �r n
r v _ 11 ILI"-�Lr BOZEMAN, MT 59715 r Y
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I!n tit t ll �V ( r
—_ I -Ci 6' MINUS SUB-BASE 4r -
L ' � " RECORD DRAWING
�1 �i?� �r�),. __ 1 1/2- MINUS CRUSHED GRAVEL. m
EXCLUDED THIS PROJECT
V
SCHEDULE OF DRAWINGS - cfoTExTILE FABRIC � o
J/
�e 1'45 -�,:.i� 'I Its III SHEET NUMBER DESCRIPTION -
�l 51 �1
COVER SHEET
I 2 ROAD PLAN k PROFILE OPPORTUNITY WAYPROJECT ,I c GROUND SURFACE� I`4 u+_i. 3 ROAD PLAN 8 PROFILE UNIVERSITY WAY
AREA - -II 4 SEWER PLAN Et PROFILE OPPORTUNITY WAY
may" 5 WATER PLAN dt PROFILE OPPORTUNITY WAY
I I OIiP OVERHEAD POWER - r'
l 6 SITE GRADING PLAN EXW EXISTING WATERLn
7 TRAIL IMPROVEMENTS
$ IRRIGATION DITCH IMPROVEMENTS EXS EXISTING SEWER %ijQsz a
UWC w
ZU
VICINITY MAP 9 DETAILS W PROPOSED WATER
IIII °e NORTH NO SCALE. SS PROPOSED SEWER S
-,
G GAS LINE
CJ
TELE TELEPHONE LINE ""it ti
0 W B
ABBREVIATIONS GENERAL NOTES - - BOUNDARY AND/OR PROPERTY LINE
ALUM ALUMINUM —x x FENCE LINE o
APVD APPROVED 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard (24►W I Y�
ASPH ASPHALT Specifications, Fifth Edition, March, 2003 MPWSS and City of Bozeman Modifications to the Montano Public Works ————— EASEMENT LINE &g
AVG AVERAGE Standard Specifications. --ozz
O AT SECTION LINE OR DLC LINE a �_
BM BEAM, BENCHMARK 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation,
CL CENTER LINE as determined by Owner and the Engineer, CENTERLINE (4)
COP CORRUGATED METAL PIPE 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field TELE BURIED TELEPHONE DJ-7CO CI verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The
COB CITTYY OF BOZEMAN CU Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide
LV CULVERT
DIA DIAMETER proper protection when location is known. ROAD(EDGE OF EXISTING PAVEMENT)
DIP DUCTILE IRON PIPE 4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all }---------------------< EXISTING CULVERT
DWG DRAWING construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall w
EP EDGE OF PAVEMENT be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not DITCH SHOWING DIRECTION OF FLOW
FG FINISH GRADE be made. m
FL FLOW LINE CREEK/RIVER W/DIRECTION OF FLOW ra Q
GND GROUND 5. The contractor shall notify One Call O 1-800-424-5555 for onsite utility location. All existing utilities shall be o o
HORIZ HORIZONTAL marked before digging. n w
HYD HYDRANT 1000 CONTOUR a -�� �� _ q o
10 INSIDE DIAMETER 6. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall EXISTING PIPE(SCREENED)
INSUL INSULATE lF Immediately repair the damage at the contractors expense.
LINEAR FEET NEW PIPE �z Z M LEFT 7. The Contractor shall notify the Water Deportment a minimum of 24 hours prior to beginning any work. EXISTING PIPE TO BE ABANDONED.H MANHOLE -=L
MAX MAXIMUM
EXISTING PIPE TO BE REMOVED
MIN MNIMUM B. All existing or new valves which control the COB's water supply shall be operated by C09 personnel only, c`1
^� MJ MECHANICAL JOINT 9. Contractor shall field verify line and grade of existing connections. E CAP s
a MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS GATE
a NTS NOT TO SCALE 10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out FOUND SURVEY MONUMENT
OC ON CENTER Engineers approval to be replaced at contractors expense. O SURVEY CONTROL POINT
OD OUTSIDE DIAMETER ® FOUND SURVEY MONUMENT BOX Z
OHP OVERHEAD POWER 11. Contractor shall stock pile topsoil at location designated by owner. ® FOUND MONUMENT BOX 0
I PC POINT OF CURVE 0 HORIZONTAL/VERTICAL CONTROL POINT In
PL PLATE, PROPERTY LINE 12. Contractor may waste excess material at location designated by owner or houl material off site.
03 PROP PROPERTY A CONTROL POINT
PT PONT. POINT OF TANGENCY 13. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed + COORDINATE POINT C w
w PVC POLYVINYL CHLORIDE LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See m w
in PVMT PAVEMENT measurement and payment in the specifications. BLOW OFF VALVE _
I RAD RADIUS (n N
REF REFERENCE FIRE HYDRANT cr
v REDO REOUIRED
RT RIGHT EDGE OF TREES, BRUSH O j
N R/W RIGHT-OF-WAY ' 12- EXISTING TREE W/APPROX. TRUNK DIAMETER Z
STA STATION
SS SANITARY SEWER BUSH
STD STANDARD
TABB TOP AND BOTTOM
TB THRUST BLOCK �
C,
NEW TREE AS SPECIFIED 322
Q TIC TOP BACK OF CURB
j TF TOP FACE SIGN, ONE POST OR TWO POST
TEMP TEMPORARY, TEMPERATURE CI EXISTING LIGHT POLE
(^ TOC TOP OF CONCRETE, TOP OF CURB 7
TYP TYPICAL ac
pia UG UNDERGROUND ® MANHOLE
I UTIL UTILITY -PROJECT DATUM BASED OFF FIRE HYDRANT LOCATED AT NW CORNER GRAF k WESTRIDGE. COB ELEVATION = r_4
Ve VALVE BOX 4960.59 - NW BONNET BOLT. O
VERT VERTICAL EXISTING UTILITY OR TELEPHONE POLE
CO
W/ NTH
ri, NEW UTILITY OR TELEPHONE POLE
/ W/O WITHOUT 491 P—ECT NC.
STA. 22+45.1 (2 LT) TBC CURB k GUTTER STATION &OFFSET
WE WATERLINE 3465,005
4917.
WTR WATER 917. TBC SPOT ELEVATION
$7 FL sHFFI NUMBER
WV WATER VALVE
M YD YARD ^RAWING NUMBER
2
1
;Z
++ mOV
00 SL sm S
a
=o o 0
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SEE SHEET 6 FOR REMOVAL rc�
OF EXISTING IMPROVEMENTS -
4100
00 91 ^'c ¢O
Q NNh F,
STkINSTALL
1+56.9 - 1 3.5"X
INSTALL 135 LF 13.5'X0 0, /'�• /Il -
ARCHED RCP CULVERT O 0.5X r � -
W/ FLARED END SECTION I` „
(3 PIPES) INSTALL STR�ET MARKER \
SIGN PER C.O. STANDARD
DRAWING P�. 09810-1 `rb
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}� SCALE 7 =a
INSTALL STREET MARKER EE
DRAWINGR No O09810-1STANDARD OPPORTUNITYHORIZ: 1 = 50' �8 mLL
WAY VERT: 1" = 5'
llxl7 HORIZ: 1" = 100' �W s
11x17 VERT: 1" = 10' p �s
4950
o inn - Ir 14950 GRAPHIC SCALE 80
O r7 +M �'?O I I I
+0 co50 0 25 50 100
OPPORTUNITY WAY i 711—iQ
a II a m n I I ( tN FEi'f) `1J
II II II ±e 1 l -
N W to I,
1 inch = 50 fl
> 11
as as ~e ,
4940 n 5 STA 1+56.
t CULVERT4940
•� - .5 X INV IN ELE = 4935.49'(EDGE OF PHALT) TA I+56.1.IN IN BLEV�93.52'(A.Bj
INV OUT ELEV =4935.27, (END OFF RED SECTI ) STA 1+ .I,INV Oul F.EV-4935.3VQ( R.(
FINISHED GRADE
I �� - EX I TING GROUPD -- EXI TING GROU 6c - - Z
INSTALL INSJl1 MAIN
„j -GRAD - Q
OVER WATE MAIN II
PER DETAIL. Z
4930 _. _ •_ - - - --
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DRAWING
pM Oo
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°R3O4J6F5C.0T0 5O�O iN N OM - p pO< " 7 SHEET NUMBI
J.
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 DRAWING NuuHe=.
x
2
3�
_ mdO
rm1
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RECORD a 3=W 0
n N
REMOVE AND RECONSTRUCT EXISTING
PARKING LOT AND CURB/GUTTER AS
PER PLAN ON PAGE 6 M
DRAWING
STA 4+17.7 (25.5' RT) h
�9 INSTALL NEW SD MHW1
STANDARD SQUARE
STORM DRAIN INLET
_I PER C.O.B. STANDARD 0C'
DRAWING / 02720-1A
W/ 46.4 LF OF 12"
1 CLASS III RCP O 1.0% I'
TO THE NORTH EAST Q o' —
i L �
SCALE
a
STA 4+52.2 (56.4' RT) 9® cryb a
CONSTRUCT NEW PEDESTRIAN RAMP POND INLET HORIZ: 1" = 50'
IE EL = 4923.50_ VERT: 1" = 5' y~p+ a�a
V /V
1107 HORIZ: 1" = 100' -� I
8 s 4 0
a ���— 11x17 VERT: 1" = 10' O 0 w z
O
GRAPHIC SCALE ? N
—*v200
H mm
rLim
ry V
I IN FEET) as ya�'10 ya�a 1Q•ry�• - .am o
POND OUTLET I inch - 5D R. a yaA x a°j
SEE DETAIL
DETENTION POND DIMENSIONS c9a°ja � ' a
BOTTOM OF POND = 5133 SO. FT. W u st
TOP OF POND - 6942 SO. FT. p
EL. BOTTOM OF POND = 4923.00'
MAX WATER EL. = 4924.50' g n 9
B VOLUME OF POND = 9056 CU. FT. Z 8
I = :1 OR GREATER r--I SIDE SLOPED SLO 3 ,� 6 —
II g
i OW� �LL �
UNIVERSITY WAY rA'),UNIVERSITY WAY "w
SCALE: 1" = 20' 0.'I►.-� xy�
041 q
4950 i - - -4950
YPE A TRENCH BACKFILLI
UNIVERSIT WA TYPE 1 PIPE BEDDING FUTURE THIS CONTRACT &
TA = 3 4.38 Js'
1. BrCR M CUf®TO OE CUr®
I
.D. = ' -Rs- ao-
s„I`wn�% - ts•of e'wa nolnivinD sIBEVWX - W
F-us"ll
uB-d5E A'
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Y B45
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_ --- 1g FAW CONIECH C-2on ... Z
V tLi -M+1 O— Maw SOOR OR N M'
55
> FI ISHED GRADE DONUR Z
a° m
O
W )STING GROUND & f
4930 _ 0.50X _ 14930
10PPORTUNffY WAY CROSS SECTION o Z
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$ SCALE: NTS um,N 46.4 LF 12 N w
ASS III R >
c 1.OX O O
SEWER/ TER CROSSING 3
m d n a
II MAIN NN 18' SER01ITION Z:)
3 4920 I 4920 LJ Z
0
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OE CURP t WCR OC CURp Lj
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p fNGINflN
Q t0i� ED �I< p� b n N pNp p^ LN-.
o0OOOh0hMMMMNN N 65.005 e <Y f f < < < <
r UNIVERSITY WAY CROSS SECTION SHEET N�NBER
e 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SCALE: NTS DRAWING NUMBER
n
x
S;t�1 �\\
l �dsi
00 v1 I�A 1+23.5 (0.5' RT) �1 �mz j
INSTALL NEW SS MH#1 ��� #
o Z
& 23.5' STUB TO THE
p/EST O 1.0R W/ END
CAP (ELEV=4728.65') f
AND 9.5' STUB SEE SHEET 6 FOR REMOVAL_
TO THE SOUTH O 1.0% OF EXISTING IMPROVEMENTS
W/ END CAP �t j
(EL EV=4728.51') - 4+00 T CAUTION: THREE B
ELECTRIC LINES 2 a
.I, yl I wwe a':N
rn
cr
'^�n o'° - _ — STA 11+22.3 (0.5' RT) I�'�III 0.,••'`•`
a STA 4+22.9 (0.5' LT) m e STA 7+27.8 (0.5' RT) INSTALL NEW SS MH#'3
°D INSTALL NEW SS MH#2 b> INSTALL NEW SS MH#3
o+N & 9.5' STUB TO THE
+ �rl vl SOUTH O 1.0% W/ s6
END CAP 3+00 STA 1 1+40.8 (0.0) P 9
N a N d CONNECT TO EXISTING
SS MIA. CORE DRILL NEW
0o u ` CONNECTION & RESHAPE
XISTING CHANNEL i i
z 3
+ U SIS So ^ p
S 9S S UE rc <
j 4 U
u #
Z p PROPOSED 30' O
J U
z UTILITY EASMENT CONTRACTOR TO FIELD VERIFY v '�
o 2+0o LOCATION OF EXISTING SEWER d
lal a �n P'W SERVICES _
z
CONTRACTOR TO FIELD VERITY
0 '0 o a LOCATION OF SPRINKLER SYSTEM u i
Na _ AND REPLACE AS DIRECTED BY ?
5 U
ENGINEER
,6 �e
U
+°° SCALE
HORIZ. 1" — 50' ffi
OPPORTUNITY WAY VERT: 1" = 5' go
1107 HORIZ: 1" = 100' ..
1107 VERT: 1" = 10'
4950
_ asso GRAPHIC SCALE
1 I w o 25 w Too y -�
TYP� A TRENCH BACKFILL
OPPORTUNITY WAY
oM +M TYPE 1 PIPE BEDDING
IN I -h FF.6 0 1 fl.
> Q
Nd Nd > Fri —
Na5 RECORD4940 as STA X 2.0 ARCHED -tULVfRT--'- - - e I4940 30p .50% INV IN EL = 4935.49 (EDGE Of PHALT) Z8 pINV OUT E =4935.27 (END OFF ED SECTI ) - --- - 0GRA{3EDRAWINGEX TING GROU DEXISTING GROUN & Ino oZ
WER/WATER CROSSING ,.INN< N m M -- _ aM NTAIN 18' EPARATION 4930 �_ 4930
NK1d_1 I SEWER/WATER CROS NGZ8, S-1.01, , .. ' MAINTAIN�18` SEPARA ON - O Z
w R 35 PVC IPE - - _N f
�Rm
O
m'-- i M a ° 3
# m^ x PE
4920 _ N ao e a N o m< (/T w
w ria ors Na °�� x mmm -H""fA4920 Of
8.8 $D 31
P�P Oq
W PV1 R �Z
O
P PIPE
d`z
N Wx
or
6
z $-- z w a - 204'
4910 'o a 180' _ 14910
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m 90. 90* 156' O
<
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MW b vO p N 3465-0 05
< N SHEET NUMeFR
M 1+00 1+50 2400 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 1)sMWING NUMBEF
x
4
i A
_. ---6llSffA7C Dl4Cli ALACNYSNf ae�ni? rc
0ou
- I PROPOSED DITCH ALIGNMENT
( �{
SHEET 6 FOR REMOVAL - W'a
OF,EXISTING IMPROVEMENTS �OC�
< - CONTRACTOR TO FIELD VERIFY
m m LOCATION OF SPRINKLER SYSTEM
c y< < AND REPLACE AS DIRECTED BY
.� ++oo ENGINEER �yhr
N 6 U u?w CONTRACTOR TO FIELD VERIFY !- ��w w J�%N
LS'E
EXISTING SEWER
op wm m � - _tq�
fy z z°W+ + hw„ a THREE BURIED
LINES
0 tp 1/1 N �� V~1 N I STA 8+80.1 (13.0 LT)CONNECT TO EXISTING MAIN22.3 (10.5' LT)
14 INSTALL NEW 6" GATE VALVENEW 22.6 BEND
dt 6 LF OF 6" D.LP• 43.1 (10.5' LT) cNEW 22.F BENDWW z 3
AS
l > G
STA 7+16.8 (10.5 LT) REMOVE EXISTING 6" WATER MAIN TOTB"X6"
+48.8
a % O m STA 5+38.9 (t0.5" LT) INSTALL NEW 8"X8"XB"TEE (11.0 LT)a wINSTALL NEW FIRE ALLOW ROOM FOR NEW CONNECTIONT TO EXISTING WATER
STA 1+50.0 (13.5 LT) k 20.5 LF STUB TO SOUTH AS DIRECTED BY ENGINEER NEW 6" GATE VALVE
REMOVE BLOW OFF VALVE ��+ ;,t o o HYDRANT ASSEMBLY +D0 W/ END CAP (APPROXIMATELY 30 LF) qND INSTALL o o.w OF 6" D.I.P.m wz STA 5+33.8 (10.5� LT) STA 6+92.4 (10.5' LT) END CAP ON ABANDONED WATER MAIN.
aSTA 1+45 (1D.5 LT) 3 INSTALL NEW 8" GATE 46.8 (10.5' EDSEE SOUTH 11TH. AVE. o �n o a INSTALL NEW 8" NEW8"%6" REDUCERPLAN SET FOR CONNECTION < Nm GATE VALVE VALVE STA 8+80.1 (10.5' LT) +34.15 (9.2' LT)DETAIL. INSTALL NEW 8" w a _ REMOVE EXISTING 90' 8EN0 APPROXIMATELY 13 LFzGATE VALVE. o WATDER MAIN TO 5 LF STHE ORTH. TING 6ING 6" " WATER MAIN N �
M TO ALLOW ROOM FOR NEW
PROPOSED 30' INSTALL NEW 8"X8"%6" TEE
CONNECTION. INSTALL END CAP
UTILITY EASEMENT ON ABANDONED WATER MAIN, gg
Si R
OPPORTUNITY WAY o w
o� �
4950
- 4950
TY
OPPORTUNITY WAY �YPE A �' RENCH �ACKFILI� 1
PE PIPE B DDING
-- 00 -- �- INST LL INSULATION 4940 c co
SOX PER DETAIL i n <k<'
FINISHED GRADE
O K O m G
EXISTING GROUND EXISTIN GROUND
- - FINISHE GRADE c�
4930 -41 6.5' MIN.
r --- - C ASS 51 DU
�B'D .CO 4930
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i DRAWING
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SCALE
1„ _ _
20
11 x 17: 1" = 40' _ f!
U
GRAPHIC SCALE s s
" €
2� 0 tG <
20 4L
SAW CUT EXISTING >
CONCRETE CURB/CUTTER
O o
AND ASPHALT DIRECTED ( IN FKET I .9j Cnj
BY ENGINEER. BEGIN 1 inch - zo tt
NEW CURB AND GUTTER o
1
z
REMOVE EXISTING ASPHALT_ I
q^ AND CURB/GUTTER
1.0
REMOVE EXISTING / R
RETAINING WALL / NEW CURB
AND GUTTER S
REMOVE EXISTING ASPHALT / £
AND CURB/CUTTER AS STALL NEW CITY OF BOZEMAN _ f$TlNC qgp
DIRECTED BY ENGINEER COMMERCIAL DRIVE PER COB - `0 RE�NALT it
STAND EX ,zy
STAND DRAWING NO. 02529-1 0 w 4 C
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REMOVE EXISTING ASPHALT �'= 7I. 'i �� g A m o
AND CURB/GUTTER AS — —
DIRECTED BY ENGINEER SALVAGE E IST NG L TS SALVAGE EXISTING PARKING _
T AND REINSTALL IN RLM Nt; J 'I SAW CUT EXISTING <x
NE LAND. ABANDON 7���yy t CONCRETE CURB J --- -- - -
TIN ELECTRIC LINE R C ,LI ' f AND GUTTER, BEGIN
+ ER ICING LIGHTS. \ NEW CURB AND GUTTER
c-
N 7 S S S S �7EW WATER MAIN U1 r
WkTrp III, Z ~ Z
A La
w
INSTALL ONE SLAVAGED LIGHT - (n Lj w
> >
s REMOVE EXISTING ASPHALT (RELOCATE WELL OUTSIDE _ �
AND CURB/GUTTER AS PARKING AREA AS a
o DIRECTED BY ENGINEER DIRECTED BY ENGINEER m m
(n p
o w Z
12' OF 6" MINUS ch p Q
In SUB-BASF
z L) ?
3" OF 1 1/2--MINUS O
CRUSHED GRAVEL BASE 3" OF ASPHALT V1 w
I YARIES p
i F U ?
MARAL, 500X OR APPROVED COMPACTED
RECORD DRAWING
w
Ua ENGIN AS EER REQUIRED BY SUBCRADF
FkWtCI NU.
0
�PARKING LOT CROSS SECTION EET N 05
SHEET NUMBER
a SCALE: NTS
M -RAWING NUMNER
6
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S' - -- - - - - - - - - - ' 0-4
�REMOVE 10 LF OF
.per EXISTING FENCE Q 3
STA 8+88.0 STA 11+40.8 CONSTRUCT NEW 6' WIDE
CONSTRUCT NEW 6' WIDE O
NATURAL FINES TRAIL AS BEGIN 3:1 TRANSITION FROM 6' BEGIN 12' WIDE NATURAL BEGIN 3:1 TRANSITION FROM 12' NATURAL FINES TRAIL AS
FINES ACCESS ROAD ACCESS ROAD TO 6' TRAIL. PER DETAIL axrsrrAc rxut 8
PER DETAIL 7 TRAIL TO 12' ACCESS ROAD PER DETAIL 7
CONSTRUCT NEW 12' WIDE
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NATURAL FINES & 20 PERCENT CLAY EQUAL BARRIER OR APPROVED SCALE �
BINDER; COMPACTED 95% PROCTOR 4" DEPTH " MINUS GRAVEL WITH 12" DEPTH E MINUS GRAVEL; EQUAL -
DENSITY, AS PER CITY OF PARKS UNDISTURBED SUBGRADE COMPACTED 959. PROCTOR 1" = 40' c~>
n FILLS COMPACTED TO 95% NATURAL FINES & 20 PERCENT CLAY DENSITY, AS PER CITY OF Z J
REQUIREMENTS BINDER; COMPACTED 95% PROCTOR BOZEMAN REQUIREMENTS UNDISTURBED SUBGRADE 1 1 x 17: 1" = 80' <
PROCTOR DENSITY DENSITY, AS PER CITY OF PARKS FILLS COMPACTED TO 95%
= REQUIREMENTS PROCTOR DENSITY Q
� 6 NATURAL RIBS TRAIL DETAIL 12'NATURAL FPS ACCESS ROAD DETAIL
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PROJECT ND.
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5. STRUCTURE NOTES `Y-'o
4" TO 8" COBBLE 1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN -=�
OR ROCK 6.5' COVER, RESPECTIVELY, TO FINISHED GRADE OR CULVERT. `4y
OUTLET 2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE
POND DEPTH VARIES BERM PROTECTN
(SEE PLAN) � � SEE DETAILIO BETWEEN JOINTS.
ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP
6.5" DIAM. 'Y. 1•MIN. q'P/ 3. INSULATION BOARD SHALL BE 2" THICK EXTRUDED
ORIFICE
D POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.
5 INSULATION TABLE FOR WATER/SEWER LINE(SIZES 2"TO 12')
0.5' I„III,,.ILL'�'�� I GROUND SURFACE O
t 2" PVC PIPE SEE DETAIL
9'_. 9 VERTICAL SEPARATION i 3
BACKFILL BETWEEN WATER/SEWER AND WIDTH OF INSULATION 4 z F
SEDIMENT TRAP / FINISHEDGRADE/CULVERT TO BE INSTALLED >
CULVERT CROSSINGS: p
18" MINIMUM m Q
K-A'�DETENTION POND OUTLET DETAIL SEPARATION BETWEEN 2.5'-4.5' 8.0' p u
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SCALE: NTS CULVERT 4.5'-6.4' 4.0'
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LINES
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q• 4• ALT INSTALLATION (TOP & BOTH SIDES): w 5 n N F
4"THICK INSULATION BOARD - B• � 9,,0
MIN. LENGTH ALONG WATER/SEWER LINES 5Fs= Sg
6" MIN. - 12"
ALT. "A" INSTALLATION (TOP INSULATION
PVC CULVERT AS a" THICK x 8' WIDE INSULATION
NOTED ON PLANS BOARD - 8' MIN. LENGTH E�E,wuLAR
ALONG WATER/SEWER LINE �ooINO� 8" WATER/SEWER
nNISH GRADE HAND PLACED BOTTOM
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SCALE: NTS
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