HomeMy WebLinkAboutVillage Greens Townhouses p"Uj<OJO
RECORD DRA WINGS FOR w
ABBREVIATION LEGEND
6 W = 6-INCH WATERMAIN
8 W = 8-INCH WATERMAIN - VILLAGE GREENS TOWNHOUSES 'I
GENERAL CONSTRUCTION NOTES
10 W = 10-INCH WATERMAIN ,�-,,
12 W = 12-INCH WATERMAIN A TRACT DE LAND BEING LOT 62 OF BRIDGFR CREEK SUBDIVISION PHASE !LOCATED 1. All construction work on this project shall be completed -<, >=d z$$
16 W = 16-INCH WATERMAIN IN THE SE 114 SECTION 31, TOWNSHIP IS, RANGE 6E, P.M.M., MONTANA in accordance with Montana Public Works Standard > a i o 0
8 SS = 8-INCH SANITARY SEWER MAIN d z�<,0 o'_
10 SS = 10-INCH SANITARY SEWER MAIN \ CITY OF BOZEMAN, MONTANA Specifications, Fourth Edition, January, 1996 with 1 w w
May, 1997 C.O.S. Modifications to MPW and these
APPX. = APPROXIMATELY U u z a rc m a w
Contract Documents.
BUR. BURIED z a cJi a
0 ou o'zs
CATV = CABLE TELEVISION \CL = CENTERLINE 2. The Contractor shall restore all roadway surfaces to equal, z o?o z a o
'``
`�. or better condition than existed poor to excavation and as �
C.O.B. - CITY OF BOZEMEN determined by the Owner and the Engineer.
CMP = CORRUGATED METAL PIPE
COMM. - COMMERCIAL �_ 3. The location, depth and size of existing utilities shown on
CONTR. = CONTRACTOR \\, \;l these plans is approximate. The Contractor shall verify the '^zw yj% c
COORD. - COORDINATE Q
� existence, location, depth and size of the utilities prior F Ym000, y C
= DELTA - to construction. The Contractor shall be solely responsible o y
DWG = DRAWING \,\ ���� LOT 32 for any damage to the existing facilities due to failure to
EASM'T = EASEMENT '� LOT 31 0.32 acres locate them or properly protect them when their location is r
EL = ELEVATION \�\ LOT 30 known.
ELEC = ELECTRIC 2.38 acres 0.32 acres
EQUIV. = EQUIVALENT �`
\ - 4. A list of representatives to contort for information
E.P. = EXISTING PAVEMENT
EX. = EXISTING �'- regarding facilities is as follows: F
_ _
FL = FLANGED `\, A - _� _ -- - - - Montana One Call System Dispatcher 1-800-424-5555 w w
F.E.S. = FLARED END SECTION \� p - u_
FH YD ASS'Y - FIRE HYDRANT ASSEMBLY
Montana Power Co. Chuck Busto 582-4698 N
US Cablevision Scott Rios 586-3592
H = HORIZONTAL '- `� S West Rich Showalter 585-3592
IE = INVERT ELEVATION - - - --- _ - US
Fiber Optics)
�, - EX.-SSMH '
INV = INVERT �� 7?, _ __
IRR = IRRIGATION 9 y, -
L = LENGTH F - - -- - 5. All asphalt, concrete curbs and sidewalks sholl be saw cut
\ .� - _� _ l - I _ L - - or neat cut by method approved by the Engineer.
LF = LINEAL FEET _ _-- EX. SSMH I
MAT'L = MATERIAL �. I _ 70:30 - I 6 All backfill for utilities in streets, and culverts within the
MH = MANHOLE ` �_ - -
3
BOYLA - _� ghts-of-way, shall be Type A Backfill. Z
MJ = MECHANICAL JOINT � qA N.LC. = NOT IN CONTRACT a. ROAD
PC = POINT OF CURVATURE I 4 --
PED. = PEDESTRIAN SSMFr1 _ - SANITARY SEWER NOTES ^� _
P.L. = PROPERTY LINE LOT 62-1 ' C - - - J 12' PUE - 1. Installation of sanitary sewer services 4" PVC t shall O v
PROP = PROPOSED '� \ �- J -. --- - - Y ( yP)
tI ___ -- --- be located 6' behind the access and utilityeasement.
PT = POINT OF TANGENCY 12 PUE -- -")
PVM'T = PAVEMENT P _ '
R = RADIUS 2. All sanitary sewer service wye s shall be installed with a minimum r`,
RCP = REINFORCED CONCRETE PIPE 4e \ I �,I two feet (2') o.c. distance between fittings. w `�
RCPA = REINFORCED CONCRETE PIPE
ARCHED q O LOT 62-11 3. The pipe grades shown are calculated from the actual distances, edge of
R/W = RIGHT-OF-WAY G� X qG\ I 00 - manhole to edge of manhole (Displayed LF-4'). The displayed pipe LF is
RR = RIP-RAP ON FABRIC / LOT 62-2 \ P SSMFIS for actual slopes, edge of manhole to edge of manhole. For estimated
SHLDR. = SHOULDER / \
/ LOT 6z-16 i pipe pay quantities, see measurement and payment in the specifications.
SHT = SHEET a
SS = SANITARY SEWER ' /l��7
SSMH = SANITARY SEWER MANHOLE \\ 7 STA STATION WATER NOTES
= L LOT ��or 6z-3 I a
STD = STANDARD �I
S/W = SIDEWALK ,I o LOT az-N 1. Installation of all water services (3/4" lyp) shall a
T = TANGENT \ O LOT 62-17 be located 6' behind the access and utility easement.
T.B. THRUST BLOCK
TEL. = TELEPHONE 2. All water service corporation stops shall be installed with a minimum
TV = TELEVISION CABLE � �'I � SM 4 �
two feet (2') o.c. distance between fittings.
U TIL = UTILITY \ q 3
V = VERTICAL 3. Maintain 11' horizontal and 18' vertical separation between s
V.B. = VALVE BOX \ '7 water mains and all sanitary sewer mains and storm sewer LOT 62-4
w/ = WITH LOT 6z-1a `` / crossings. Full lengths of pipe shall be centered at all <
W.V. = WATER VALVE crossings in compliance with WOB2 38.32 and WOB1 8.6.3. a x r o
i` 4. All valves shall be installed with thrust blocking, and
Q
/ S \ 3 / ' LOT 62-13 valve boxes in accordance with C.O.B. modifications and
NOTE. LOT 6z-s ° o QJ C.O.B. detail 2718-1.
ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE APPLICABLE o•
TO THIS SET OF CONSTRUCTION DRAWINGS. 5. All fire hydrants shall be installed in accordance with
\ qG �, \
C.O.B. details 2718-3 and 2718-4.
d � 6. All fittings including bends greater than 11-1/4 degrees, _
LOT 62-12 tees and plugs shall be thrust blocked in conformance with
C.O.B. modifications and MPW detail 2713-1. (w
0
12 11 10 9 6 7 6 5 4 3 2 1 (� \ W =
\ � CL
�r°=-° LEGEND:
mw 16 17 18 19 20 21 22 23 24 25 26 27 5�Y' - -_ - t1 O
•_ • 15 29 .=ir"ia> SS IH2 / LOT 62-11
14 Z C'
41 / __ __ _� pd = WATER VALVE �Z (n F-
13 28
WATERMAIN BEND CD Q w
42
h} owm \
LOT 62-7 \
30 FSI = WATERMAIN TEE I'Y W Z
Zt� UO
31 3 33 34 35 36 37 38 39 0.0 END CAP
LLLJ L_LJ
PROJECT LOCATION : 61 2 9 55 54 3 52 44 a5 w / \ w = WATER MAIN fCD Y� CD CD O
= PROPOSED FIRE HYDRANT Lit W 0 m
LOT 62-10 Ss O
,A/ = SANITARY SEWER
58 51 50 46' t, �[ Q� / /� I LOT 62-9 I \ Q� m
56 47 �+. d / II LOT 62-° QS = SEWER MANHOLE _J CAI
49 48
( 1 PUE = PUBLIC UTILITY EASM'T L-0
- S = STREET MONUMENT(TYPE 1) O
SHEET INDEX 92 73 = CURB STOP ELEVATIONS
1. COVER ®CENTER OF LOT-STD LOC.
2. DRAINAGE
3. WATER = STD. COB STREET SIGN/STOP SIGN
4. SEWER
5. PAVING
6. DETAILS GRAPHIC SCALE PROJECT NO.
u.Lr i'-.00
_- - wo 6o 12o 3122.001/040/0310
Vl(_,' 111 l MAP SHEET NUMBER
V 1 ( h FF.30 I OF 6
1 inch= 30 It r
62COKR DWG
a
z�
i�
3
N_ ga
INSTALL\ 24" DI RCP
CATCH BASIN
WIN TH
IFCO 700 SERIES
SLOTTED GRATE
d
�
o,o ` BOYLAN ROAD
N
/ INLET EL=4703.32- 11
12" SLOTTED DRAIN ��, IE 4700.84 I 11 a5 0
INLET EL=4702-44 - `
1 "� 9 a 5 Q
IE = 4701.04 CURB CUTS
SAIL/
., FF=4704.s \ \, `,,1 \ LOT 62`/ W
FF-4705.5
qx0
\ w
5
FF=4706.E
FF=4705.5 \ \ �, 16' AINAGE EASEMENTS z
I
\ i Q
/ J
t c Cl-
r W
1p`. 16' DRAINAGE
�pl EASEMENT V Q
(/T Q
v Cl-
=)00�
1 Oom
/ / I FF=4706.4 \ GRAPHIC SCALE
F w
LEGEND \ IN FEET) LziJ O U W
"q, 1 inch= 30 tl fY Z W O
R'
DRAINAGE FLOW DIRECTION •'p6' so O o0 o m
L
500 YEAR FLOOD PLAIN
- o Z
/ 9 Q Cn m
FF = FINISH FLOOR ELEVATION J z `N
A x O O J
Q
PROJECT N0.
3122.001/040/0310
SHEET NUMBER
2 of 6
62DRAW-0NG
BOYLAN ROAD ---�---- �. 0)
LOT 62-1
STA 0+52 (9.0' L) ' 'v 12' PUE (~=j i$o 'W^ o F
INSTALL 6" MJ 45' C -
BEND W\T.B. \ 12' PUE -
Q — _ _ __ — - - {-' — STA 5+40(16.0 R) 0_ o
REMOVE 6" END CAP AND O
\ STA 0+30(12.0' L) STA 5+12 (5.5' L) INSTALL 6" MJ GATE U " i N i m a nm
/ \ REMOVE 6" END CAP AND INSTALL 6" MJ 45' VALVE W\T.M V.B.INSTALL 6" MJ GATE BEND T.B. I- i i o
0+66 (8.0' L) O o'�\ VALVE W\T.B., V.B. AND 1' NUT EXTENSION
T3TA
END LL 6" MJ 17.25' AND 1' NUT EXTENSION I 001 I V.B. RIM EL=4704.47
NSTAV.B. RIM EL-4702.56 -
\ :3 STA 5+33 (16.0' R) LOT 62-15 6i Ay
/ - INSTALL 6" MJ 45
LOT 62-2 \ �O-� 6 \ �� LOT 62-16 / BEND W\T.
S A 0+82 (8.0' L)
INSTALL 6" MJ TEE AND \c^\ \ LOT 62-14 p
STD. C.O.B. FHYD ASS'Y
W\ T.B.. V.B. AND 8.5 LF \ \:. \ �' LOT 62-17
OF 6" HYD LEAD PIPE ; /
LOT 62-18 - 4
LOT 62-3 / \ \ \ STA 4+57 (5.5'\ INSTALL 6" MJ 11.25' y W U z
LOT 62-4 - fl \ BEND r &G
NOTE: 2 \ STA 3+07 (9.2' L) • STA 4+30 (7.4' L)
\ INSTALL 6" MJ GATE / /, INSTALL 6" MJ 22.5'
CONTRACTOR TO COORDINATE WATER SHUTDOWN \ VALVE W\T.B., V.B. j/ / BEND W\T.e.
WITH THE CITY OF BOZEMAN PRIOR TO REMOVING / \ \ \ \V.B. RIM EL-4704.63\ /oJ '3 Q�� LOT 62-13
END PLUG AND THRUST BLOCKING FROM 6" STUBS pl b ?
\ \
AT STATIONS 0+30 AND 5+40. LOT 62-5
/ LOT 62-12 4-
O
/ STA 2+86 (6.0' L)
INSTALL 6" MJ 45' \ 9S
BEND W\T.B. _ \ I..� g
LOT 62-6 STA 3+45 (6.0' L)
- INSTALL 6" MJ 45' w
\ -
/ = BEND W\T.B.
SCALE:
5W3+14 (9.2' L) _ - STA 3+1 (8.9' L) LOT 62-11 HORIZ.: 1" = 30'INSTALL 6' MJ TEE AND INSTALL T. . 22.5' VERT.: 1" = 3' s
STD. C.O.B. FHYD ASS'Y BEND W\T.B. Y
T.B., V.B. AND 7.5 LF
OF L�
OF 6" HYD LEAD PIPE LOT 62-8 LOT 62-9 LOT 62-10 \
---- LOT 62-7
4714 - I - i --- -
-- - 4714- - - --
j - - - s
3.
4711 I I TREt CH
ATIO+ T TtON 5+4
"1" ATION
IYP "1" P D
4711
__- - - -
4708-
o T -
n --
o 4708
j I FINISH RADE
EXISTING GR DE - � I_ � cwn
7 m
405 _ - _ - _
T I w Q
Cn
- f _ o�
4705
4702 - " - - - z�� �n
1 C - -- o>
S OTTE DR IN - 4702 F-� Y N
SA 3_4 - - ww
- - ff=47 :24 4 } j � - _ ;' - w� O
& P WR 5E- _ I Z
4699 0+3 6 - a —� ,& P ER ! _ w z CD
--
690. 7 - - -- — TA 5+3 4699 Q w +
f
--
- - — -
_- - -- — - _ = L : o0
4696 Q L m Q
- a70 9
- 4696 J
—T
J
_
J
ttl m # - -- - 00> - ry CD
O �- - - -
4693 _ 0�3>-� °0 -I I -_ o m : oj w op. m - ri _- o > J
- _ - -
-
oQ rOlnN co _-_
HaQ Z � - m_"'t -:r--1J0
1
-
46934 O m + +Q F- �J_ 3 -ip Q p4690 z
La z Q
j~ 4690n Z3 F - Jm o
p �
PROJECT N0.
10 rn o n ,n w 3122.001/040/0310
11)u�l
7 M 7co
0 0 0 0 0 o 0 0 0 0 o p o o p a o o v SHEET NUMBER
v
a v a a a a v v a v v n n n n n n
� a 3 of 6
0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40
�w1rt or�c
\
D=8 in. SDR 35 _ -_ _ _ _ I 0) r z z u
CONNECT TO EXISTING SEWER ? - BOYLAN ROAR �-
AT STATION 0+30. VERIFY - `--- _ -g W- _ S ?$P 3 W S F w
INVERT AND SLOPE PRIOR TO - - '"3F o r
INSTALLING SEWER TO SSMH 1. ---- W a T.
-- _ o
aw p
SSMH 1 LO1 62-1 s STA 0+90 - ----�. -_. - --- - O w SWz S o
_12'3llE----_ --- a - � rcmnw--- _
STA 0+50.94 \ Q \ RIM=4702.54 - a
OFFSET 6.00' R \ E IN=4696.63 I a o i<'o
RIM=4702.64 / I LOT 62-15
IE IN=4696.96
IE OUT=4696.86 k LOT 62-2 p),3AN r
11'`SEP. LOT 62-16 �' 00 I TA 4+92.30
\
FSET 5.50' R 2 ✓z 6
L=51.96 ft. R M=4704.36 Q � Js
D=8 in. ;DR 35 --
LOT 62-3 � �O\ I l '"'«a..E1�1C'•- j
\ LOT 62-17 I 1
qG\ r LOT 62-14
/
F ��&'�a
/ L=243.69 fL\ \\ LOT 62 - a a�. ' N o -
/ 5=0.513X \ 3 r
D=6 in. SDR 3 � \ / .t. w
LOT 62-4 4G S 4
LOT 62-18 STA
4+37.33 '-
\ \ OFFSET 6.11' R o
RIM=4705.14 r
IE IN=4699.37 LOT 62-13 4
LOT 62-5
z_ €
� s=0.567r. h _
/ D=8 in. SDR 35
V 1 g
SSMH 2 LOT 62-12
/ STA ET .2 ' I
OFFSET 9.25'R S H 3 M +-1
RIM-4704.53 •y TA 3+38.04
IE IN-4698.31 OFFSET 8.95'R W a `$
IE OUT-4698.2 RIM=4704.81 SCALE: ~TL v
LOT 62-6 / \ •� IE IN=4698.70 HORIZ.: 1° 30' O �"
{ IE OUT=4698.60
/ 2 a8�3 ft. VERT.: 3' 9
1" =
S 0.602% LOT 62-11
D 8 in. SOR 3 \
LOT 62-8 LOT 62-9 LOT 62-10
LOT 62 7 \
-- - -
4714 S_jATI N +3 -S ATI N +9 -_ -
_ - - y
- - 4714
T
EX�A A N
- = T PE _"1" PFFE_8 DDI G
4711 - T PE "A" _$A�,KEI-L4711
00 4
I
m
Ti cd
__ INIS E RA p _ - _- _ _ _-..N - {
4708
- -_
� 1 - * - - +
,� n � - 4708
o wG G ADE� _ I ,
,
wR
4705 - - 0� - - - - - I--_
+ a �+ emu : aww.
_ o
-- - __ wg
maI ? 4705 N
nh w Q__)LJM +
777
_- ZO � �
4702 -_ - - 1 C wIFH - - - ? �
Oft. - s51{4b# i _- ME W LO
M '
OTTE DRAIN 4702
- _ o-
- fE�470124 -- - 77d _ - - V � 0
6 &'P ._: SirE-- {A�, 4� =0. - _ w U .
4699 - _ S A 0+3 - ._ J - R GAS _ w O
+E 4699. 7 SBR_35 - - TA 3 4699 � +
T -243 = _ fE=42m.9 O
LLJ
--_ --
4696 _ _- _ _ - _-_- _ _ -
- - --- - -_ I r -- ---- - - _
- - - -_ 5 $60 - - - C
f� _ I ' 4696
-- D- A. 2F _- O
i
4693 I - - o o L=21,.38 f. - - _ -
-- o - S-0,5T4% -
- - D=8n. 5 35- 4693
w - _
4690 ti - - -
-- - -- - - -- -- - 4690 PROJECT N0.
o. rn N o a ,� ,n m rn _ o N 3122.001/O40/0310
¢'
o o 0 0 0 0 0 o M v `� 'n vi SHEET NUMBER
n n n n o o o 0 0 0
4 of 6
0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40
rr_Ss DW
���?• TALL STD. --- -
pGF SIDEW LK NSTALL STD. C.O.B.
COM�.lERC L DRIVEWAY
APPROACH\ _�- - 00 W N
R = 27.00' �\ A — INSTALL STD. C.O.B. INSTALL STD. o i H
L = 28.15' ( COMMERCIAL DRIVEWAY C.0.6. SIDEWALK poi
INSTALL STD. i
a4 BOYLAN ROAD C.O.S. SIDEWALK APPROAC - a� $B
DROP CURB STATIONING `� ', -- -
_. ``1t;75FAL1�' WIDE 12_PS1E
RIGHT \ 1'' VALLEY-PkNObER- _ _ ---- 0--tl' +T9-_.ST* �
LEFT ? SLOTTED DRAIN--AT - T'2'-PUE-_ - su ixzv.ao - -- IFTSTALL NO PARKING <
0+40 - 1+00 1+64 - 1+85 LOT 62-1 / - SIGN IN STD. C.O.B. cl s F a N u u m
1+54 - 2+00 1+99 - 2+40 , \STATION 0+34 - CURB CUTS O z m o
'� \ 6 _.. II
2+54 - 4+29 /
SEE DETAIL ION
4 WITH 2 FOOT �
♦x a 1
4+50 - 4+96 BOTTOM CUT
/ `'h DO � o i
LOT 62-15 1
LOT 62-2
\ LOT 62_16 5 00
\ STA 0+95 & 1+27 II
/ INSTALL NO PARKING
�O• o•V'. SIGN IN STD. C.O.B.
/ LOT 62-3 ..�-� LOCATION
xom
STA 1+27 LOT 62-14 p
I
NOTES. Vf1STALL NO PARKING LOT LOT 62-17 .I
!SIGN IN STD. C.O.E. __ A= 31.35'26"
1. INSTALL 392 LF OF STANDARD C.O.B. LOCATION / \ / r J R = 37.00•
SIDEWALK ALONG BOYLAN ROAD. \ / LOT/62 44+ I�TALt. NO PARK .
L = 20.40'
SA +36
2. INSTALL 569 LF OF STANDARD C.O.B. SIDEWALK ! \ LOT 62 16 PARKING z U V
ALONG EXTERIOR OF DRIVEWAY LOOP. pa \ SIGN IN-S9D B. w N N
3 LOT 62-4 i LOCATION ^
3. FOR STREET TYPICAL SECTION SEE DETAIL e \ \ .1 \\ STA 2+58,3+3,9 & 4+00
INSTALL NO PARKING
1 2 SIGN IN STD PO.B. 4x
4. FOR INTERSECTION GRADING SEE DETAILS e e 00
LL
6 6 / LOT 62-5 \ OCATION QLOT 62 13 0
STA 2+27 Az pj
INSTALL NO PAR MJG "��CC s
' SIGN IN STD.".e. A O• ' V - �
`\LOCATION
\ /LOT 62-12 O
0
' ff
- LOT 62-6 \ � M i R = 43.03.00" �
L= 87.1 V
/ LOT 62-7 _ LOT sz-n SCALE: I w
OT 62-8 LOT 62-9 LOT 62 10 VERT.: 1" - 3' a
F
(7
--_ -- _ - --- --
� -- _--J � J I OINT-EtE _= 4305. 3 �
4714 -- _ - GH POINT 4+4 � -- _ -
f
-- r7l4 3
7 5 8 p
2.2
1
4711 _JEI VC �
O --_ _
O :::M - - Q - - - - n -
E� GRA E +
_—_- I n +�
cNV 4711
i
4708
> u 4708
- - - -
- — m _
_ ----_ ww> Fv> - > _
--
n1 - -
cn
7 LEI
4705
— LJ
w m +
4705
4702 12" WIYH DRAIN -- - - �� 4702 O� Y Q
- S OTTE - - -
N� S 4Oi34 ~� w vt
t v iE=470L24 - - +^ cn � o
4699 o cD SEED TAIL 6 Ln a - - - Z CD U
L'i
. - n II II - LL.1 Co
Q II - - - - - -_ __ - - CD
4699 Q +
� _ -_ - o
> I I - - -- --_ n _ - o
w w_ - - - Q
4696 a - - -_ a Q LLLJ
LJ
-. ---# -1— - - - _ 4696 _ jN 0
' � I - - _ � � _ — -_•AF
4693
4F_9Q - - -
Nn�
v �
_ -#
-4690
5PROJECT N0+
o r � rn
r o 00 n 17!r- O 3122,001/040/0 3
10
ONO O Ic Oli NN j 7 v
n o v SHEET NUMBERnn On o n NOp o o p
^ 0 00 an n 0 0 0r d r CD
0+00 0+60 of 6
2+40 3+00 3+60 4+20 4+80 5+40
VPyAhf DMG
` 5 70.30 10
� Uao as�rc I
w z
470
.72 4703.88 d a k�' w�u
4703.56 4704.26 0
\ =--- maw 4703.94 U '-^u�¢a¢a8
4704.32 4704.37
4704.05 4704.10 47 .21----- _-�---
4702.53 -----_ ---- 47 .14 4704.23 4704.49 ---- ��.3A�y' 1
4704.15 4703.98_
-- 6. d
mzw J% O
4702.12 \ --- - ----.-D Ic rI r : -
�� -1 I � x m o �-6� ,
4702.5
2' CURB C T AND SLOPED - _ __I---4
GUTTER A STA 5+29 30__..._ - - ---"-- --- 1
'4*A
�'«,«F EN".
- 4702 61ffi 47097. 4702 20 ---�--_ - 4704.02. 704.h iv,
4703.60. .
470264 - - .. _
1 `0 45%
IE'-4701.04 4702.28
% - 4702.54 - 4702.69 z w m
4702.9 A \"� 66 2' CURB CUT A 4704,37 4703.99 47®.21 4704.16 704- ---'
4702.57 702.74 SLOPED G E
V
.82 �_ry 4702.77 4704.38 70a.00
4704.40
A 4702.59 4704.34 ///��44"{{4� I LL
�4702 �TED DRAIN 47 .60 4704002 -
^7 DETAIL- .4 / 470 .35 I
- _ 6 - 4704, 1 2%4703-96 4704.21 704,5
ti 470 8 n �
v 4
_0.36% o n _% 40
! 6h 4�0
4702,60 4 02.98 .g�4704.26
4.
sa a7oa. �
4703.9oa
0 z%
3.02 O 4 E.4�02.64 �, 4702.73 \� -
s 4704.48
4702.87
i 703.19 4702.81 A
\ s 47t® 70
.83 4704.61 4
I -
Sy 4704.25 TBC
4704.63 Q S
I
O 03 33 1T�
Jo 4702.95
-
\ \ \ a
47 .16 4704.94
. 4702.9 470 5,
4<703.3 4704.9 4704.58 29 TBC
� I PT = 4+43.58
' 4705. a 486
4705.24 4705.01 4705.16
WEST INTERSECTION DETAIL 47 s.o4 4705.39
6 SCALE: 1" = 10` Aj (w 4705.11 1 '*--�� V-)
34' 4x -_ ;' 11 EL
43 s8 L_ Q m
17 2 17' I 1- =)
o cn I-
15 19 r2� �EAST INTERSECTION DETAIL �oLLJ
2' 13' - - 13 5 6 SCALE: 1" = 10T O LLJ ZQ
Z W U
STD. W LLJ
2' 11' _ 11' 2' �__ C.O.B. L J Q IV
STD. C.O.B. 3" ASPHALT 3" OF STD. C.O.B. SIDEWALK cl�-1 LJ O
MATERIAL CURB AND GUTTER 1' W U p
CURB AND GUTTER 1 1 2" MINUS 5 - U W (-D m
WEB SPsADCEuR w C/)2'
m
CONCRETE V LLET PAN WE Q
z I � I
w I� CO
l 12" OF 6" i N
w SUBGRADE MINUS MATERIAL a w w CONCRETE- tiq LT I-
o SUBGRADE 4" OF 3/4" U
WASHED ROCK o 12 SLDTTED DRwN J a SECTION A-A
0 0 o o 26'
25 PARALLEL SIDE GRATE DR.VN AND PIK ASN1M�nUFKiGUED
RED W
6'SIDEWALK CONTECT DR APPROVED EQUAL
3" ASPHALTIC CONCRETE GRADE B, COMPACTED TO 97%MARSHALL 22'
ON 3" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED
TO 98%RELATIVE COMPACTION ON 12" OF 6" MINUS PIT-RUN
COMPACTED TO 98%RELATIVE COMPACTION ON GEOTEXTILE
FABRIC IF REQUIRED BY ENGINEER. TOP SUBGRADE SCARIFIED
s-o.eox PROJECTN0.
AND COMPACTED TO 98%RELATIVE COMPACTION.
sw ON. (COMPACTION BASED A .eoz I
UPON AASHTO T-99) vLuccED E"� STREET SECTION �'3 1.cAucE CUP
3122.001/040/0310
T>e'-- 1 SHEET NUMBER
� TYPICAL ROAD CROSS SECTION
�J SCALE: = 3' � 12" SLOTTED DRAIN DETAIL 6 of 6
6 SCALE: NTS
620ETAL.DWC