HomeMy WebLinkAboutBrookside Subdivision EXISTING UTLITES NEW UTLRES B R O O K S IDE SUBDIVISION
7f FIRE HYDRANT Y FIRE HYDRANT
oa VALVE VALVE
• TEE 7, TEE f o r
•i' CROSS CROSS
TEE OR CROSS PROFILE »' TEE OR CROSS PROFILE SCENIC DEVELOPERS, INC.
90'BEND 90'BEND
L BENDS BENDS
REDUCER C t REDUCER B O Z E M A N, M O N T A N A
4N STORM DRAIN INILI �,: MANHOLE
MANHOLE O'SAN SANITARY SEWER LINE
WATER METER 0"W WATER LINE
m GAS METER WATER, SANITARY SEWER & STREET IMPROVEMENTS
o CURB STOP EXISTING TOPOGRAPHY
r-- WATER SERVICE
•GAS SERVICE PROPERTY PIN
o---
>-- SANITARY SEWER SERVICE r POWER POLE (OVERHEAD)
---o-SAN--- SANITARY SEWER LINE ' GUY WIRE SHEET INDEX
---Nc---- NATURAL GAS LINE } LIGHT POLE
l
� STREET SICK __-----'--
---o'w--- WATER LINE • rrurl
8 '
tLu:--- TELEPHONE LINE DRILL HOLE �------ I
TELEVISION PEDESTAL ^'; ;lyrlrai �- J---:_ ��---- - I'
cry--- CABLE TV ? - SHT. NO. DESCRIPTION
--- -- - � � FA�or
.
---Stu--- STORM SEWER LINE ' TELEPHONE PEDESTAL -- 1 COVER SHEET
a MAIL BOX
""'= 2 WATERLINE PLAN & PROFILE
------- CENTERUNE OF ROAD __ - - - T�'-_ i �T1�� 'rNe ' 3 SANITARY SEWER PLAN & PROFILE
— -}-, th AVENUE PLAN & PROFILE
TREE
4 NORTH 25
HEDGE _ - _ cirlr - -- 5 DETAILS
MLU
- — — — - FLOWLINE OF DITCH
eYr7e �
•t
-x—x—x- FENCE
w. BL1�L(�8
-N-
\ e�s+oAN
0 60 120 � •
ABBREVIATIONS
scale miles
/
® AT O.D. OUTSIDE DIAMETER
ADDN. ADDITION It PROPERTY LINE
AM. AMENDED PVMT PAVEMENT / \ Prepared b
ASS'Y ASSEMBLY PB LEAD \ P y
AVE AVENUE PC POINT ON CURVE
BF VALVE BUTTERFLY VALVE P POINT OF REVERSE CURVE
BM BENCH MARK PT
POINT ON TANGENT
BVC BEGIN VERTICAL CURVE PSF POUNDS PER SQUARE FOOT
CENTERLINE PSI POUNDS PER SQUARE INCH ' ENGINEERING
C-C CENTER TO CENTER PT POINT _.
CL CENTER LINE PVMT PAVEMENT Bozeman; tan8 .- ' •o i `1,
COB CITY OF BOZEMAN R RADIUS _t P.O. BOX 1090 Home Office: P.O. Box 31318
CTV CABLE TELEVISION RAD RADIUS '�-
C.F. CUBIC FEET RCP REINFORCED CONCRETE PIPE 20 E. Olive Street 2727 Central Avenue
CONC. CONCRETE RED'R REDUCER
CLPC COUPLING R.R. RAILROAD puT L -'--- - 1 Bozeman, Montana 59771 • Billings, Montana 59107
CU COPPER RT RIGHT '
DIA DIAMETER R/W RIGHT OF WAY I I �
DR. DRIVE S SOUTH I ,• _ Proj. No. 4B442.101 MARCH 1996
E EAST SAN SANITARY ! I ! I —
EDP EDGE OF PAVEMENT ELEVATION SE SOUTH EAST
EVC END VERTICAL CURVE SHT SHEET
EXIST. EXISTING ST STREET
FL FLOWUNE ELEVATION STM STORMG GROUND
-•
H ORIZ HORIZONTAL ELENATION STL STEEL
SW SOUTH WEST , I ` �`N�T
HYD HYDRANT TBM TEMPORARY BENCH MARK nI :*-WILLIAM A.•':*_
IE INVERT ELEVATION TC TOP OF CURB ELEVATION L1 I I i
LT LEFT THB THRUST BLOCK "II" I •� `0i HUNT
LF LINEAL FEET TYP TYPICAL -N- I -_•w, �•w. i` _" 602E WLLIAM A. J-IUJT, PE 8021F
UN LANE UGT UNDERGROUND TELEPHONE I - jp _ Ix.,.w. ,F'�.',�,, °�'�2�`
S cep Project Manager
MAX MAXIMUM V.PPI. VERTICCALOUNDPOINT POWER
(INTERSECTION ' I '��'S;aN��d�?tt` MSE-HKM Associates
MD MEASURE DOWN VERT VERTICAL
MH MANHOLE W WEST
MIN MINIMUM WL WATERLINE ELEVATION -'--
N NORTH X-ING CROSSING 1 0 1 'I I
NE NORTH EAST <PT ANGLE POINT - iiiiiiiiiiiii
NW NORTH WEST scale miles -- '�iecS I"'
NG NATURAL GAS RECORD DRAWINGS
MAY 1996 1
�f
Copyright 0 1996 MSE-HKM. Inc.. All Rights Reseryed.
II + WATER SERVICE LOCATIONS 3 0
I I I I I s z x x s ii
WATER SERVICES ARE 3/4' TYPE 'K' COPPER u ,,
I I rTl L h u LOT STATION o m
I I ,, r 1A 0+61.68 LT. a `o
1B 1+22.12 LT. • '-
2A 1+47 44 LT •�
2B 1+98.12 LT. 3 0:
ba 3A 2+23.44 LT. v
La �.-1 3B 2+74,12 LT. y o
4A 2+99.44 LT. u z
g j I III f, -- ----- -- - -- 9 - - - - 40
45BA 3+75.44 LT. • ,�. v,
.I I I. '--------- - - --- ----- � 5B 4+26.12 LT. -
, STA. 5+22.4 , 11.63',kf. -- f----- STA. 7+9 . 4 <
1 I s' 6A 4+51.44 LT. z z
1 I III I I T' I I I I/ , 5 I 'E 4 62.72 hqA I I N 5796.97 0 z m W o
1 I I11 11.0' LT., z 6B 5+02.12 LT. •�'
' j------ INSTALL NEW r o I r I E 4183.45 z ;
o I i I I r m 7A 5+27.54 LT. z z r
' b I II r r I r 1 r' 6'.11 1/4'BEND. 'o x -"' "' 7B -5+7&i&{ -5+82.00 LT o € o
%, I I I p p , 1' I INSTALL NEW o oz
.•I , O, I O O 0 O O 1 r ,@ > - 8 B+31.1 B LT.
\s, I; I' ce
-r STA. 4+00.00 5 .,g1'o, ;�, 6 ATE AL F „•••, ,••,,•,• 27 N. 25TH 7+27.00 LT. • O z
I
aP u I I:, it i 11.0' LT., m , I y ' 8 G V 9A 0+77.88 RT. _
HYDRANT i --_ .=E 41ood I N 5405.12 > V- +E 41#0 I :'' +E a ._ 9B 1+28.54 RT. 3
VALVE
STA. -0+10.70 I I N 505238 NEW 6 ;'HYDRANT
t1.0' LT. "L I ,sI I; I �_ -� - _� E 4180.95 ;j u I ,STA. 6+t .42, 11.0' LT. g > c e �� 10A 1+53.88 RT.
z rl ly I E 4141.91 WATERLINE, I I '. STATION EQUATION INSTALL NEW 10B 2+04.54 RT.
< { i i _ 6' GATE VALVE.' 1 9 I N 5594.BY N 5613.38 IR T ON c
N 4155.08 $ I , , _ ---- +--- - `` -�--- --- -__; Z- L'� N 5837.98 G STA. 8+35.05 BK 11A 2+29.21 RT. o�
E 4155.08 ' 1 I ,,I �� - ro --�- _ _ u_-�--_ _-_%t_-'-- _-_�_ E 4185.15 E 4180.82 c 11 B 2+78.54 RT. o
I, I Ig _ -- -- -j+\ ---yy - -- I_ _ - -+ I . __ ry E 4184.04 STA. 8+12.34 AHD 12A 3+03.21 RT. O
..__L >.L. + �f�_ +_ --1,;' INSTALL NEW
INSTALL NEW Il I - _ _ _ ��.I INSTALL NEW (WATERLJNE STA.'S
Ig =o gT - g -- - g-_ - S- - 1, _p - 6'x 11 1/4'O[.I1D--= _ 8' CROSS W/ ) 12B 3+52.54 RT.
t 0'x6' TAPPING TEE uro ' - _ -- o = - _ --,` _-
k 6' TAPPING VALVE I ' T - -- - ' -4- �,� +L .�. + m 8'x6' REDUCER 13A 3+77.21 RT.
• Tp -_-- -- + 13B 4+28.00 RT. •
STA. 0+00.00 l TP 1 - / - - g 14A 4+53.00 RT. a'
ilk I I M NORTH'• 257H AVENUE v
DID
N 5005.01 -- ;I I R - - _ _- -- -- _ '= 148 5+00.54 RT. U Y
E 4166.23 m ;/I I - ' ~-- ---- - -- 15A 5+25.21 RT. Y 5aitGo
Q INTERSECTION II' I '`, `T '-' _" '' _� 2 158 5+75.42 RT. s
OF W. BABCOCK I I -f=-- --`__�I__ '- _44--`- �-._- - 16 6+18.15 RT. QT Q
-1 �_ -1--- -��---- = -- - ----�'•�=---'-_ 28 N. 25TH zr28.96 Lr. 8+97.00U :-' r;�k ad
N. 257H AVE. i I III -I' I ~ I NSAN. SEWER I I s I , NEW 8' I- -NEW CURB k '�1•__ > z r.
STA. 0+47.00 ' II �,,11 I cc
1 \ i j I SAN. SEWER] GUTTER (TYP.) -I"4796 `___STA. 5+87.35. 13. T. a' NEW B' NEW 8' o
1 l �i I- -;
f
11.0' LT., III I I I T J I 11 I I;r�'•�---r_- ---r__. I r .4 -E 4176.38 �'Y SAN. SEWER WATERLINE • J Q
N 5052.16 ��' I �� I '��J o 5 I j p 1'.� = d
E 4155.90 I'I�; j l ,_ j I o I -� 1 I � o O I `o ro I:'r •INSTALL NEW p Q x g z- ~
I a I I 1 _ 'i' _ I ''_-�_- I �=i �= 6-X6-X6- TEE W/ �3366 c i G I U
INSTALL NEW I� r pti'_' IN 3-''t__ �_-"'- _=_1---m'---`-- L-'a` -u' 1 +=rY=-. __+_-to-__1' -"6' HYD. k AUX. 'Qr- m + I o _O
6'%6'X6' TEE W/ I F, 1� I O _ - y > '�Y'__ '>-__ 4,
-;> 47v ' ...,,... 4J z yyl
6' HYD. h AUX. o;I �, r �p0a4 q9'I .- 479� _ ---1-- <797-� ;'I 7q5'I ,-1'' "�_c_. 1--_ , _` --t-----" VALVE- * 3 a Ly7 W Q
VALVE I�i �•. I;I u I - O,. - 1 __ ' ----�-- y=4 _ 4 I - �_ ------------= -o �9a ~% 50 0 50 100 I 0 O
5
+E +E moo ,. +E IJ00 _4790 a �/ W O
r-=' 1 z c 1 f.� --__-a,��9j I ; '-, ' scale feet 3 llT✓✓�U N W +
ii
- - 4 NOTES. ILL.
---�-� STA. 9+67 71 • O
u -- -----�•�..- i _ f E 44333399.40 ALL TYPE A' TRENCH BACK O W ~ Q
11.7 O
I I I .-i 7y9-' F Q U m Q
INSTALL NEW I ALL TYPE '1' PIPE BEDDING. m(n U
8' GATE VALVE, PLUG NORTH k WEST LEADS ON NEW CROSS `*
/, _ t-''' _ I CONNECT NEW 8' LOCATED AT STA. 8+35.05. m
II I IJIIS _ -- I LINE TO EXIST. 8' r Z
,' ' LINE INSTALL THRUST BLOCKS AT ALL NEW VALVES
(STA. 4+00.00, STA. 7+94.04 k STA. z
9+67.71) TEES(STA. -0+10.70, STA.
f 0+47.00. h STA. 5+87.35) AND CROSS .
(STA. 8+35.05). o
S ALL WATER PIPE SHALL BE WRAPPED IN 87MIL a.
:........ :....... .: ........: ....:....... .:.........:.... ....:..,..... ........ PROFILE .....;.. .... .p........ ....... ..... POLYETHYLENE FILM IN ACCORDANCE WITH
.. ... ... ...: ..... .. ..... ..... .. .. : .... ...... ... ... ... ... ..... .... -.-...
... ... ........ .. .... .. ..... ...... ............. ...... Scale 1'=50' Horiz. .... ... .. ... .. .-..... ......... L
.:.......... AWWA C105.
' '' ''' Scale 1'=5' Vert.
......... ... .. .
4820 ::: :::' .. :..:.. .: f :: :. :'.:. :::: .:_::: .::::.. :: :: :::::: .:::::: 482000
.. ..... :: :i .... .::. ....... ....... ::::::: SERVICE LINE SLOPE:
' .. ... ... ..::.................. .. .... ...... 1/4' PER FOOT MIN.,
.. ........ .......
... :. ELBO� �1/2 FOOT MAX.
.... k1:..: ............. .. ... .. .... ... .....
4815 �. .Z u oo io<.� ..:....... 4815... O
::
O
+ ,,..11 PER
C cc I S '' ...:i......... 3/4- COPPER m
1 0 SEWER STD. 3/4' C
... a }�o .: W Q 3=o ::. : .:: j: :. :: q i{ - y ::: MAIN CORP. STOP O > O
aa1o. _:.. a i:41 z k� i ie� qNA _ 4810... z L1 Q C
,Q o N O C
.. - .. ...:.. ... •1 b iq. ... ::!� 10 :: �m b i& WATER U +, O
.. ... $J.. ... .. 3 :... _ ` �3. .. �4 2 3 : .. y. ... MAIN IIi C
4805 w ti` h 3 t��o u:3 w Zt 2. ca m = :i 4805 11 f ; 0 0
_. : :.. .. .... ._ _. __. -,:.o : _. �::ku�3 .__. ., ......,. NOTE: WATER SERVICE LINES ARE AS PER COB STD. !O
... ; .. y' :9 ' b.� No. 2719-1: SERVICES TO LOTS ON O r IT
.... ... ..
0 0 :: O SEWER LINE AS SHOWN IN THIS DETAIL. ER CV -
EAST OF N. 25TH SHALL PASS UNDER
,C
3 3:I .
4tsoo - ExcsnNc.OQAOE .. h H i a h .ti : H 4800 DETtAII •� _ -
k Or
II ._ gg ELEVATION OF WATER AND
2 hi
i -- ... 3, STA. 0+66* TO STA 9+45>
RELATIVE
SEWER INVERTS,
_ T
:;� m .:: ... .:: ... :: NOT TO SCALE
4795 ! :: 16 :: :: ... ... : :: _ - .. : : 4795 j In
CROWN OF NEW PROPOISED FINISH ... ..
...................:....
SAW. SETTER LINE(F1P.) SnPErtt:::: :: ::::'.:E + O
2 h .................... �.... : .. ... .. -. .. . L �.
� . _ :....... .. .
4790 �° :::':::! :::::i:::::::::i:::::::.. .:........ ::'' -.ice .. .:: :.�... .. :. :. 2 : ::: 4790 O N C
::. .
::::::::::
.:. . .....:..... ...:. .
Ryv� rK...........p...................:....... :.
:................ :.;.:........... a'... ............. O
..klSSnn p�...............:......... ..I........ ,... .. .�-. .. .. .... .. ::::: :: .I►N�OFAIEW:... :3 �.. - O �
. .. W .....:.........:.........: .. ... ......;.... .. - ... .. .. .. !Tv.r:::::: `%0,111 IIIIi� (� >
SAl4 SEWER 1J
AIfW:IYATER LINE TTYP.)::::: ��� O. ,ti'% I X = C
..... ..... ..._ .. ---�i ��_ :
....... ....... m..... "� ...... w:' :4s:WIWAM A. 4-
4 n O y}' 4785 4 e m
..............
...................
_.-... _..... .__... :.:.i.:.:.:.:...........:...............i .. ... .... ..... ....... ..... ........ .. ..... .... ......... ... .......... ...... .._. - -----.:.... .. ..:.:.... .:: l� M 16.: ............ ............ ...........
..: ko.... : : M m.... ... wi HUNT ia!?
..:.........:. ... ...:.........:.........:........ .. .. - - .. ....... ..... .
... -.. ... .. .... ...;q v. -p ....NEW.WATERLINE TO BE a4!.. ..... 40-- - .. .... 1 ....... ..... ❑zt iW:
::::::': `:::::::::i::::.:::':. •...1 w.......:]:? _o,, 602E u. ' O W N
. . ... ......:...
+ + 1�
_ _ s>•
OW:1NY£RT'Q�SENER FROIU
p�;: 'A ',kNNTS$TAR7INQ d, . 00
... ... ..... .... .... .: .: .. - .. .. .... .. ., .,.
2 ': 2 ,r ::AT�,A. 9 tTTO 1WEET EXISIJIJG w 7 ` `
4780 ..... :E .::. (SEE lt�L SWEET) o i:::.:::::.. 4780 uaw
�_ v~ ux~i�' :':.8'IPI7ERL)AiE
.... ........:........ .... .... .. ..... ........ __ _ ..... ... ....::....
. ....: ... .. .. .. .. ..... ....... ... .... ... ...... .. i 2.:....... ... .. Sheet o
K . ..:::... ::::::h ::::::. . RECORD DRAWINGS Sh t N . N
..
. ......:...... ....... b ....
. .. ....,... ......:....... .i........ i::: .w L:F. OIF:8'D.L 4LASS 51:WATERLINE :. ::i'........ ::.r57 LY..:Oi:H�OJ:"" ...... .... . .........
. ........ .... ................................ .. .... .. ............
a ss sl ....... MAY 1996
... ......
0+0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 P+no of 5
Copyright 0 1995 HKM Associates, All Rights Reserved.
i
� 30
111 p fG sA SANITARY SEWER SERVICE LOCAMNS o m
�-
g ; SAN. SEWER SERVICE LINES ARE 4" PVC SDR35 AS • c
j.: :.: .. ,,, ... ... PER ASTM D3034 =
} o LOT STATION 3
<$ f` I I _ 1 ;`•� - Y 1A 0+84.20 LT.
.603 2A 1+60.12 LT. o
2B 1+85.46 LT. z
I1
-- -- .46 LT.
------ram--- ---- -- 1 1 -Y I ',�-- i 4B 3+37.46 LT. o
j I I c w mW�o
y j l III I .�' 'I/ i8.112 LT
58 4+183.46 LT.
jill I . 4402 . I r r I r r j r; r j r r 1 r S I!r I 'r ' i 6A 4+65.00 LT. • o _z
0 o j O•'�I .f' O 1 0 F 5+420 LT.
'I I
\�ze Pam\ It"I I II I ! > I m 1'.��---j---�----F- i I I ,� I $I I i I � 'I ,+£4 _. ... 27 25TH +67.83 LT. 3
I'T I - I r' "'I I, $E 4100 w 1A6' x I 78 s
' E h00 i �dO,F_ iE 4J�'j I I z I . z N 25 6+53.18 LT.
I NEW 6- NEW CURB k u I u, ' >
I 8 +53.18 T.
J I III I; ul I 1 TERUNE+-- I -�'-�- ---'/ I I Np�l u I I � 0+90.54 RT. rn
_ __ �'� j so 9B 6+15.88 RT. W
--- =-' WA -- �'_- -f- --- - -.1--8
- - w-- - -T- y:' --- m t0A 1+66.54 RT. J
I,l��',I I -- ^� +•` �.� -+� - J_ --- __ 8' I 108 1+91.88 RT. • LL
GUTTER
g 4 w ,I 11A 2+41.21 RT. 0
Its
+ 11B 2+65.68 RT. m_
389.24 F. 8� PVC_ - 12A 3+15.21 RT. JL
;, I 1 /1' TP ORTH 25TH - __- AVENUE :'121.26 L, a A+;Y 01 SAN. MH iY4 126 3+39.88 RT.
STA. 0+00.00- I I - �P + 12B 3+39.88 RT. y
N 5005.01 �,,I 1 S1 =_ ___ _ ;�_ __ _ ____ - - yyyCCC� - STA. 8+23.34, 1.19' LT. 136 4+15.50 RT. Q e-�
E 4166.23 I m ✓; -. -- .235.25 LF. 8� P N 5827.31 14A 4+63.21 RT. (� Z Q
Q. INTERSECTION Ill'I i t -_ SAN.I MH /h 'i___ �__ , .^__ SAN. MH /12 - _ -- _ - E 4194.89
_ _ 14B 4+87.00 RT. �Q _3 0)
OF W. BABCOCK Ii'i �STA. MH fI 3, 0.0' RT.1 -�T � �'�
I I •-/---- STA. 4+59.27, 0'' RT. ! 48' DIA. MH I�
k N. 25TH AVE. Ill' I � NEW 8� r - AN. MH r� �= o 15A 5+37.11 RT. o H FZ
. I I 1' ; I N 5071.03 ; I gAry• ,may I o I I N 5464.23 ---� 'r ,___STA. 5+85.52, 2.09' RT.% _T _ 158 5+64.36 RT. • p W Z Q
E 4167.17 ( ; -� I I E 4172.80 1 - N 5588.08 qq '�-- -- '� 5�, SEWER ;v NEW 6� 16 6+29.73 RT. O I H
48'DIA. MH I I 1 I I I r I 48' DIA. MH I J•r E 4191.46 4'�T•- 4 -- ;> WATERLINE 28 N. 25TH �+4fit-R�9+24t RT. G�J
I',)l I I II• ®I r I r O;I o '`� 11 0 ro I-___p__,--'r0 I 0 48" OIA. MH:ro „�'N y'b g a ID
Lij?
�'' -1'--,1 I---�=='1---�----1--..0'"' -�-- `00 i La �, m 9+00 -,...-. d w j ZQUJ< > O
IF i�1 0 ♦501 > :r"8 1-- r j !''°' > I t w- -1 iiei (15 t� 0�p ( 1
i m I I T .. ---', �.lq! I Y=c_- - "": ---- -; ,' - W _ 5 u W +
i� .m I �''-�1� r ..........'-'1---47 1' ------!-4794- I '�_ I -'E 1300-- 1790' i L V
- a • O w Q Q
y
^�I:'' �R•'. I I H I ` I ., I 1 --- w RECONNECT TO i i SAN. MH /l5 m Q
. '- EXS171NG HOUSE I I'I STA. 9+67.53, 1.19' LT. o � F
�s
,I• N SB25.24 50 0_ 50 100
r
- ��-CNN LINE I, ; k Q
-- - - ___- - `-_r°' _ E 4339.07 feet a
_ _ 1, _ m
,/-` ".___ �1.� 48' DIA. MH scale m
ll, II END SAN. SEWER CONSTRUCTION
NOTES: ALL SEWER PIPE 8' PVC SDR35. 6
EXIST. SAN.MH ALL TYPE 'A TRENCH BACKFILL. Z w
J I ,Irr' 1 �• r - m I STA. 9+97.53. 1.19' LT. ALL TYPE '1' PIPE BEDDING. Z
N 5824.81 0
� yly N. 15 r E 4369.06
I 71v�1I .. Dy .... ... .... .. ...
.... .. ..... ... .... _ . :. ::. .:. FOOT
AX
.. - ...... - ... .. .. ..
E: Scale PROSOE Horiz. .. 45' SERVICE
FO OT IN.,
... .. ..., ... .. .. ......
:.. ... ....--. ... ..... ....... ... .. .. ELBOW
..... ........... .. ...... � .......: Scale .. .. ....
... ..-... ... :i
...-. .. ..... .. ..
.. .. . ... ... .... :: .... ... .... ... ...... ......
4820 �
. -._. ._ .... . ::.. ......... .: .. .. .. .... .. STD. /4'
... ... ., o .... ... .. .... STOP... .... ... .:_. ...: ... .. .. ..- ---- .. ... .. .. MAIN CORP. P (�
. O
:.. ........
4815 n.'t .p :.. -. ...: - ... .. ^ ..... ...: : : .. .: _. .: ... .... �� o m 7 In
.. .. ...... o �.` ..... ..... .. ,� .. .... io C_ :. .. ... '�°: .... � ... .. :: .:: .. .::. b:. -::: .. .... MAIN > O
:. .... ..... .. .. xx •.�. .... ... ... .. a.. ... .... ^.. .... ... .....
.. ... ` ... .. 1,* WATER
4810 0
.... .- 2 a-1.' ..�) - :: '.?.:' .:: ........ ?:....... i ..: :. n r :::. ..:" .. -: Y .:.:.:._ -:.: :.:.q .......... NOTE: WATER SERVICE LINES ARE AS PER COB STD. - +'
>> N
.... 2.2 2 :.. ... .... .. ...... N �' .... _. ..,o.�''.... ...-- ::g.:'' DRAWING No. 2719-1; SERVICES TO LOTS ON
4810 : vrh .. .. ......:...........:.... ... ... DER
...._ ;e�,.�. ... N OL C
..._ -. .
. ...... _. ... ... ... ..-..
°j U �'Y' ,`O•� EAST SIDE OF N. 25TH SHALL PASS UN
....:i .... :':.:..... 2 ...: -.:rv/i i:W::.::.. : !V T:r:W':::: .. ..... �, ^. : SEWER UNE AS SHOWN IN THIS DETAILv= C �
a ..
.. w�; 0 N
DET
.. .. ... .. .:.... .. .. .. .. ... .. .. ........ aS .............
4n05 ... ... . ..... .:. .....: .::::.:.:.:...: . ...'.'. . .:.. -- -.. :--. '. .... R:�`^ . ' T .... RELAATIVE ELEVATION OF WATER AND 41 r rn
... .
_ ........ .. . ...:.........:. .......:... .�ti� .... ea ti: ,,; SEWER INVERTS, STA. 0+66= TO STA. 9+45t
sn in a -
x
�� Af< -
_ ti . a o ._
- - "' "' NOT TO SCALE m
.. - .:..... ':�' ... .. :.
.: ................. 2 ` ysa...... wed ::: 2 ti �v' = N
exTsmvc'cRAuc :::.::;.:... � � �;;:�: ::: y � _ 4800 � C
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:::.:. ......... ..,. . ... �.: ... .:: ��::::: MAY 1996
.......
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3
.... ....... .. - .........: ........ :.........:.. . .. .. . ..... .....................
........... ...... .....
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4775 ......:::: .............. ::: 8+00 9+00 10+00
... .:.........
........ 0.... of 5
1+00 2+00 5+00 6+00 7+00
Copyright 0 1995 HKM Associates, All Rights Reserved.
NOTES: DEMOLITION k TRASH CLEAN-UP: ALL EXISTING STRUCTURES AND FOUNDATIONS SHALL BE DEMOLISHED a o
I I i I AND MATERIAL REMOVED FROM THE SITE. ALL TRASH AND OTHER DEBRIS SHALL BE CLEANED UP AND
F-----J g IQ g g REMOVED FROM THE SITE. ;
I III�IJ A IQ IA �{ },", l� DURINGE X AREA: EXISTING DR REMOVED
LOCATED IN GENERAL AREA SHOWN. DRAIN TILES UNCOVERED o m
•Ip �II �� DURING EXCAVATION SMALL BE REMOVED AND DISPOSED OF OFF-SITE. EXCAVATION IN THIS AREA MAY _
LNOT COMMENCE UNTIL HOUSE IS CONNECTED TO NEW SEWER LINE IN MENDENHALL AVE. (SHT. 3). Q
STREET EXCAVATION AND EXCESS TRENCH EXCAVATION TO BE PLACED IN WASTE AREAS SHOWN ON THIS •
I - n 4
RADIUS PT. 02 v, � SHEET. MATERIAL SHALL BE SPREAD OUT AND COMPACTED IN 8" LIFTS(NO DENSITY REQUIREMENTS). a m
N 5615.37 =� TOPSOIL MATERIAL SHALL BE STOCKPILED AND SPREAD OUT LAST. SAVE ONE-HALF OF THE TOPSOIL ;
\"' '-` STOCKPILE FOR USE BY HOME BUILDERS (IN EAST END OF LOT 11A). FINAL CONTOURS ARE DESIGNATED
'Er -- _7 E 4041.84 0
'^? WITH AN (N), [E.G., 4795(N)1 FINISH GRADE SHALL PRODUCE A SMOOTH, NICE LOOKING BANK PARALLEL Y d
A- 19'19'10" -r^i TO THE CREEK. z
1.:7;1: .,,.:1 ... FITL
R - 150.00' go c
A ' ' T- 25.53' SIDEWALK INSTALLATION IS NOT PART OF THIS CONTRACT. u
�' ( 11 I I il, PP � PP L = Sp-Sg' PP _ E I STREET MONUMENTATON SHALL BE INSTALLED AT STA 0+45.00, STA. 5+09.27 AND 6+10.42. • yy�'_^�y
1 I I I j' j '-�-'- r;i � EXISTING 3 = ���$
1 I I I L 1' I I 7 I I z STA. 0+40.84 z m E.o
.1 I I ro.� �,-1 PAVEMENT 43.00' LT. `s < mz��
j III [------- 1 I I I h1 y1" .., ; z'_
Ir I 96� EDGE STA. 0+40.84 0
r I I I I r I% �1 s E 4123.82 • o €z�
r I I I r r" I r r l r o I ,2 ,.•„-., -,,..,. STA. D+15.84
o I o 1 o j O I o O j O o j S X o O u F I 42.34' LT. RADIUS PT. N 414.82 -
�rBP III N 5021.46 cYi . PT4258 R.
Q o z
�� II I I I jl JJ IE H7� ! I !+£4roo,r I% +E 4rdo �" m �,'i �°x +c 4 c I 4 PC425' R. coi ti5 EL 4803.45 o J
II lit IJ y ! I 1 WASTE
'1 l2 i NI I as' ol ,zi,$ > EL \ STA. 0+42.00 e
4s�on - j 4 % I;' I v7 I a S A / 6 4804.60 <m
I +68.9 18.50 LT.
I
STA. 0+40.00 II ---I- �--- ..L__ 1 ;'"� o �� NT5671.75 LL
1 I ,•,Q.• f _ > $"' I c 3 N 5047.27 u m
t ,
N 5047.00 li 'I 'ryh__ _ `` --�-T� _ �1 ,�I� --1%` +! r� E 4192.66 --' m E 4148.33 d
'�" --__ f STA. 0+15.84
E 4166.83 mu ',I I -- --- - -4---- '--r------••�--- f.---�- END TYPICAL SECTION y1 (CURB &GUTTER) __ BEGIN C k G
�o=_ ___ =o 'S = a 42.34' LT. TC EL. 03.90
BEGIN STREET 4. I„ I I �_ BEGI NSITION TO W. MENDENHALL AVE. -- 4� etS
TYP. SECTION 1 =1' TP 2J _____-_-- u _ _ --' TREE E 4142.17 m Z
i N00'49'10"E M 509.2T TP 3 '�" 45' �S• N 5035.71 FL EL 4803.45
I -�`-�- t, -';� -'4-�----+-o K _ I STA. 8+11.21 ASPHALT m STA. 0+42.00 Q
STA. 0+00.00- ICI I p I TP/1 NORTH 251H ��'-AVENUE i :' --�'_ '- N 5813.99 NEW STOP SIGN ASPHALT
FILLE O y J
N 5D05.01 -- �7' �__ =y== ____= -_�,=--- I-
_>c=__ _ _ N00'4_9'10'E NOO'49'10"E r N 5014.60 Z N
E 4166.23 jl' I m ' --�'-- -~�-- --'��_---_ -�'�-- �;� 58.54' TH 142.25 _ I END 1 TRANSITION TO W. MENDENHALL AVE. - --" m E 4072.78 Q Q a T
(i INTERSECTION I I ? `'�! , T"•"� �"` :�'Y Y;n � '�_ .-J�-� EL. 4303.85 +
' 11 - ,yam N. 251H AVE. Z I
OF W. BABCOCK ' I I �--- __.--;�---�-- --44-----�---+`;---' _ ---- ---+r=-�- _ -- "4793' i' END CONSIRUCTON NEW PAVING STA. 0+00.00�--- n ,� yj OD
h N. 25TH AVE. '� I I I �I T I NEW CONCRETE ! r o 6 f- "'�T 11.5' R. N 5005.01 '� a° Q Q
I 1 I I I I O i -� ---'--1--' a9Tl, I 79 �•'_T "`T I
P SIDEWALK. 5' N7 .+ --
I I _ 1 ' q� I ;'n- I -��--- -- fig. REMOVE h DISPOSE E 4166.23 •
STA. 2.00 0 ,I Al�i ,y� I 1 -y 1
N 5022.00 I I I 'fl°4807(-'%-3{ I I I WIDE (TYP.) , ' �1 4797(N). i- --_- �O
I I I i' t_ I y-: � I - I � - of TREE----- STA. o+n.00 � > �
E 4166.47 5' N 5022.00
I ;I• I O 1 O O o O s 1 O r__ 1 C O 109 r o z - -J Q
BEGIN CONSTRUCT il; I I ;f I j �� 1___� I I- ~ I__�___1-_--a-_--1 ��,I O:--f •r� �$ g _ I ,., E 4166.47 N STA. 0+42.00 o u>J O
NEW PANNC ''I' , 11 _ I
r .4Ba'� >- ------ p_L- -m-4'9B' l j• I `- '+-'-T- --`_'- ►T94 �� �r �'" .,,.., ,,,,.,,. EL 4804.60 u; 18.50 RT.
' _
O I ,�p y 4T9 " > i79 [�'' y N 5046.74
1; I� I"-- .1-----_- 7 I .o _ J____ I o"'-- STA. 0+15.84 E 41 B a O N
J
,� 5 ":' _ - ;' a-p5" 1 � �,t. --s791 -: :' ' 5.33 ci
tf ___ _ �1 Y' _ _�4794___-H j 1 � 1.: _ 'i ... 42.34' LT. BEGIN C k G o
;v l I'•: ,, - - 'IY +E --- t c i DD _ +e 4 .. 1790-, I N 5033.29
,, I +.��.TDD I -. ♦_ I I I 1- -- . ! j TC EL. 4803.90
ry
1 I I I N �- _' _ ' � I I EXISTING EDGE E 4193.14 FL EL. 4803.45
, u III II M_1' _ PAVEMENT D QQQ
- OF PAVEME NEW STREET SI .DO
4794() 479� � -� ,I 1 CN STA. 0+43.1 Q
yyyZZI ` ' 47
g9' ;�I! 43.00' RT. STA. 0+42 m �
___ __-_ ___ � «,�\ __ ;�II h STA. O+1B.1 N 5047.49 18.00 LT.
a E 4209.84 N 5046.75 I
... ..� -- ', 'i' 11 43.66' RT.
PP I , , ::-E�3 ; RADIUS PT. E a18a.85 <
ly'I RADIUS PT. /1 N 5022.49 m
N 5512.08 E 4210.14 PT 25' R. a
III I I SEE SHT.S FOR �,. .r..�z
E 4323.50 , EL 4803.45 Q
r
19'19'10" DETPI.AI OF DEET04TON N ' r,r;r;' 1 I PC 25' R o
R 150.00' ,I EL. 4804.75 INTERSECTION DETAIL Z O
1-__ •' S0 0 50 100 ' T - 25.53', cc { 1.='
"ly •v'I NOTE SEE SHT. 5 FOR DETAILS OF STORM DRAIN L a 50.58' v /r' I ; W. BABCOCK 8L N 25TH AVE. o
0.
Ir scale feet PIPING AND DETENTION POND. 11 . 1 � = 1 1 SCALE: 1"=20' •
-- --- ... ... ...
- PROFILE ::. ... .... STA 7+98 4 EXISTING
Scale i"=50' Horiz. :' ::' :. : :: 27.00' LT..7
Scale 1"=5' Vert.
..: .. :::: .: 5767.66 STA. 8+110.74GE
m �. :: ::i ... _ .. 4820 E 4073.44 27.20' LT. 00
4820 e Y - m n - : :.::: ... '.:. .. ; :.: ... ..... RADIUS PT. N 5782.66
..: ... _. .: ::: ......._.... �5., E 4073.46 1.7
:: .. .. :: :- .. :..:::: STA. 7+95.74 ,P / PT 15' R.
R N :: ...... .... .. 12.00' LT. EL 4792.58 ►7
.......... :: :. :1�::?:. '.. : N 5767.45 �/ X O
:: .....1 ..... o ..: :: �.' 4815 E 4088.44 STA. 8+11.21 -
4815 ...-, .::.. .:: ._, ... ..... ... .. 'r S.. ..........:................i...... .:.:.i:: .... ... ... _ c ....... PC 15' R. N 5782.74 O N O
y r7i::: $u R g ti :... ::' _ : : EL. 4792.55 E 4100.66 m In
.. ... .:. .: .. .. :.:..::. ..... ..::: _ 4792.44
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b.. .:700.U0'Vt:: ...J50.00' 14'`.:: ... ... ... W 4 J v W : ..::: : ,,-. =V N O '
EL
0 22: .Z.... ... .PNS7A.-.i+7i9 PNSTAi-3+00....: :. :::: ::..: S �.. .. ��, of .:. :: S�� 4 O
i L4 a P.N:fIEV f::47yi4:86 PN:QEa!R d71i7.40 .. y .W ... :a ::* a ' �:: �h 4810 STA. 7 B S + d Q C
._....... ...:. r: .:.:.. ...:... ..�.... .YS.Q.' ..:i::.: : ';1: N''.� h 12.00' RT. 44 NT5767.27 7 0
[v b P.'IIZY ti�. Y � y: :'::: �" +�. 'i�' W 7�`e� EL 00.4 79
+QQ ':i:., �q+ .:.. :E....... g Ay :: V i 2o, N�iK':i::::!r. 7th .::ir3ZrT ... \ U � O
I.hrh.v '.'.: :'. ♦ .,..._ 'In y-.ro~,- ���.. ..:::11::1 .Y:Y:::iy '7I ! .. PC4155R.D \t•51?' -
.... .:.. ...... ''' .... .... _ Y - Y y •''::i •Q ' ::::::: EL 4792.55 �{ STA. 8+11.44
.:.. . -. oiWGiy'J ::.q :¢W .......,:1�. .Gr+2r ::�4' V Li I[t::?:::.Cu�::d Iz!�... vi�W 26.80 RT.
-: ... Y .?....... Y .....:.. ..... .. ti .:: ::: .. .. ., .... 4805 STA. 7+96.445782.59I \ U U
4805 _ _ v ... N N
Wwm�..: .... g
W 41 ni c zy F�si':'€':':':':' i � ' '.Iy'p�' i.. ......:.:.................... 27.00' RT.
... ..: i. ::.. ::i......... ... .. .. O :b V :. ;,� h :: Tq;V tr:::+ A h: :::::: ' E 4127.45 IN 5767.59PT412' R. N
�O ... ..:......... .. .: b m ' ..+pp�� 22 .^. y...:...... , EL 4792.20 -
X ... . ... ... ... .. . .ak nWg::E: .-..:n 4� ..rah ..... .
.. .. ... ... .. ... RADIUS PT. - z _
- :..... .. .. " .:.'. 2��... ya�ti.... Q N .......... �- o N .
_ I: : ....i::::::::: -.j Xm5wG.GRADE ::::...:.:.:?y(: y I'' 4�rl W 'H�u W y .:.iV~1 q i..;N W W .: 4800.... ALA
aaoo _ y...:.:.. ...........__...............:.. ...... INTERSECTION DETAIL
7. _ ...
'�r as: ....... 1= -: .- ::::. :: ::: .:: MENDENHALL AVE. S N. 25TH AVE I , 9 m
£XIS IJNG:GRADE...... I__-
4 : ...
�,... .... ...
.. ........
_ .. : :...... ...::: .. ..... ''... .. ... ... ....... SCALE: 1"=20' P.O. 0)
4/9S _ ....:.... :.: ...: .............
.. __. _..
... .. .. ,. .. ...... ..N€W NQR1}J:257H AVE. ..... .. '.=1.f?pX' .... I ..+
EENIERUME:PRa9!£ NEW�M�T-1 REMOVE EXISTING PAVEMENT _ O O
. ... .... .. ... - _ ....
... . .. .... .. ...... e
. .. ...... ... ... .. MODIFICATIONS
4190 - : _..._:...:.. ....:..:..:... ... :.:.: ....: .. .: ........: :..:: :: ...._. r
.....:. PAR 9G, SE
4T0�
4790
_. ._ .. :. .. ... ..... ... .... ...
_... ... .... .a,,r ': ...'::'i':::': PAVE 1' MINIMUM P N t o ...... uurrni EDGE
M //� \ C,
... .... ..
-- :::::.. ..... .:...... .... .. .... .. `!Y ... .. .. .. _ NOTES. _ C
C
'''''�' v�? N..�•• � REMOVE ASPHALT
LIAM
a/tl5 - ..::: :::::::.:........ ..... :..: :_:.:_: :: :...... ....'.�. ... ..-.... :.. .. .': ......... ,ON!HUNT A', � EXCAVATE EXISTING MATERIAL FROM ASPHALT REMOVAL AREA. O C
AA� O
LLJ
............. = BASE. .. .. .:: ...... .. ...... _ -
... ...... .. ... .•.. N�
4785 m
......... ... i i
��;,� 602E %W? W. BABCOCK PLACE AND COMPACT SUB BASE AND CRUSHED
- ... ... ..... ...,. ,.. _ MATERIAL
�, � �. COURSE MATERIAL AS PER 7YP STREET SECTION 01 SHT 5 8')d U 00
.... :...... ... :.... ....... ..... ... ..... :... ........ .. ..... �.��/ON �•1T,t� MENDENHALL PLACE AND COMPACT CRUSHED BASE COURSE � I� fl N m
... .. _ .. ...... .. nuu TO 6" DEPTH BELOW BOTTOM OF .
a d.� _ - _,.._„ .:.:........: . ....pp,.C�_.^^ A, PLACECOMPACT ASPHALT TO FINISHED THICKNESS OF 3 WITH Sheet No.
b N h. a r; m-n n h n: r O < �°n t�j m n m h o n h o H h e ro '= �.. b•N .8 n:�' �: 1"�GV DRAWINGS
SMOOTH SURFACE AT BUTT JOINT.ASP
''r Al�irr `+ HALT SURFACE COURSE
16
4750
b gh g .��s � mw �^ hm 'd N ki n RECORD DRAW
� 3 a �:'R�R � ZR : P^ :'°^G ^ og :'�.^ a!^� � � BUTT JOINT DETAIL 4
k'r`+ �:w E' �'wti '3ti �� w � t� i ":-2te t)w�Ce �w u, ,w
MAY 1996 MENDENHALL AVE & W. BABC= INTERSECTIONS T
G+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 NOT TO SCALE of 5
Copyright 0 1995 HKM Associates, All Rights Reserved.
TC 4794.52 INLET CASTING INLET CASTING TC 4794.52 'IFCO' 700 BELL GRATE OR = �,
NEENAH R-3067 NEENAH R-3067 'MCI' S00 BELL GRATE
18"x26'x-X6" 3 0°
FL 4794.07 OR IFCO 515-7 OR IFCO 515-7 FL 4794.07 ASTM A36 18" RCP CLASS 3
I�NOR TH LINE NORTH PROP. LINE--�I _ _
I I FL 4 93.65 FIL 4793 65 4792.80 1 x1 x ASTM C76 &C655 a T
LOT 16 OF BROOKSIDE SUBDIV. BLOCK OUT -- P.• 6 `I TONGUE &GROVE JOINT o m
E
BROOKSIDE SUBDIV. - L--tra>:.7-v (2 TYP•)
I FOR INLET PIPE
N.W.S. EL.=93.0 EL.-4793.6A, BLOCK OUT id www 6" PVC
3,•1 = 3•.1 I - FOR INLET PIPE CAST PIPPEE IN N WALL O
SURROUNDING N EL.-4791.5 4 a
SURFACE GRADED I 1 12• �o in 3•' 8' PVC SO 3
TO TOP OF BERM I I
1.0' 6.3 6.3' 1 a7910 RCP 3)¢"e sd
ORIFI zR.C.P. R.C.P.RPINV436Lb .
I INV. 4791-.49 4791.32 1 EL.=4791.25
CROSS-SECTION 'A-A' - DETENTION POND INV.=4791.6fr
SCALE: 1"-5' 12• 4' PRECAST 6' PRECAST 12• o ocTodO�C� 0 z
BASE SEDIMENT SEDIMENT BAD p �° ��°0 8 a'° TYPE I BEDDING c ef m o
Tom• 4 CATCH BASIN CATCH BASIN TYP. �$g 0 0�
I--SOUTH LINE 1---NORTH LINE �8 36" RCP CLASS 3
LOT 16 I LOT 16 .. ;...� :.., < , ., O
I 1 30 O o 0 0 0 0 0 0 00 O O o0 o p0 p 0 0 0 o 0 0 0 0 6' ASTM C76 &C655
I I g D O O o000 O o 0 z z p o O Oo 0 0 S EL=4789.75 % ~ _
N.W.S. EL.-93.0 --3I ELF Q°o 0�0°� ��� �� %o m �� OIQQo0�0 0�0 d' 4 8 a' BLOCKOUT a
08= o off° o °9 ° o °v o ° a
SURROUNDING j EL.=4791.5 I 36' R.C.P. 36' R.C.P. FFRCP
OR 36" c
SURFACE GRADED I I EXISTING TYPE I BEDDING MATERIAL INSERT 1)j"x2-x;(6" BLOCK &
TO TOP OF BERM I I GROUND �4• ASTM C-76 `4. 4.J ASTM C-76 4.J lh" MINUS )E"xI)(r'SS BOLT W/SS NUT & u
CLASS 2 COMPACT TO 95% AASHTO-99 CLASS 2 WASHED GRAVEL 0
1.0'•t. _ 6.3 5.5' 6.3' 2.9' VARIES WASHER E L.=4791.50 O
44" O.D.
36" STD. STORM DRAIN INLET 44' O.D. NOTE: ATTACH ANGLES TO 18"e RCP W/)4'x3)j" SS BOLTS W/SS y •;
COB STD. DWG. /102721-2 NUT &WASHER PLACED AT 4', 13' & 22" FROM TOP OF
CROSS-SECTION 'B-B' - DETENTION POND INLET DETAIL - WEST SIDE OF N 25th 3T. NET DETAIL - EAST SDE OF N 25th ST. SKIMMER Ie, DRILL ,•o HOLES IN ,a'e RCP. 4
SCALE: 1"=5' DETAL - STORM WATER FLOW RELEASE SECTION
SCALE: 3/4'-1'-0' SCALE: 3/4'-1'-0' NOT TO SCALE Q
i- rt P/L Y cif Z
IC EL. 4794.52 EL. 4794.47 TC EL. 4794.52
j RIPRAP POND INLET o°
SEE D O THIS NATURAL GROUND COINCIDES
FL EL.�794:97 4793.90 EL. 4791.55 FL EL. 4794.07 SHY. FOR STORM
EXISTING GROUND (TYP.) BOTTOM OF DETENTION- ELL4791.25 WATER FLOW W/CRONY! OF PIPE, 1' MIN.-- POND, EL. = 4791.25RELEASE COVER OVER PIPE SEE OUTLET
--- ------
---- -------
----------------- -- SECTION C-C 3
0.0061 1 _ _ HWL EL.=4790.3 h Q �11
4791.40 32 L.F. OF 12' RCP O 8SP51F f-PN 4791.46 4791.32 31 L.F. OF 12' RCP O @68649{-- 21 L.F OF a' PVC O i-H9'1F 11 Q
INV. 001 46 CLASS 5 PIPE 0.190R f INV.ii94i4 INV.N91.48 CLASS 5 PIPE - ASTM C76 -INV. 4791.25 Z 1f2 I
INLET - WEST SIDE N. 25th ST. 11' CLASS C BEDDING 0-RING GASKET JOINT �[
INLET - EAST SIDE N. 251h ST. INV. _ L L.-4789.0
SEE DETAIL THIS SHEET ASTM C443, COB STD. DWG. /02721-4 0 §V N
SEE DETAIL THIS SHEET 58' �+"•�•� 2'
0` 0 -8" SAN. SEWER INV. 4791.32 4790.98 • W m
6 WATER INV. EL. 4787.20 RIP-RAP BANK W/6- COBBLES, V
INV. EL. 4786.60 STORM bRAN PROFLE 4' WIDE AT INV. OF PIPE TO U)
6' WIDE AT FLOW LINE OF
RIP-RAP, 4'x6' AREA I HOUSE "; /J %� SCALE: 1"=5' CHANNEL, B" DEPTH m
AND 1- OUT FROM L a"' qry,
31 L.F. OF 12- RCP WALL OF PIPE ON N 5658.80 zd
SIDE SLOPE, 6' A E 4299.79; 8 • ! _ - P/L �k P/L
COBBLES 5 N 5668.38 5 1 ! - �� 30' u
SMt COR.LOT 1 N 5669.02 N 5662.08 N 5666.59 ! ,0
E09[RT SUED. E 4235.63
E 4279.83 E 4280.39 E 4309.10 1' S' 5.5' 18.5' 18.5' 5.5' 5' 1' a`
47956 .� 4�10 ':` I v
N 5662.63` 47916 l�;, :• 1, N 5665.37 I &SEED FERTILIZE INTEGRAL CURB INTEGRAL CURB �
E 4241.84 479a0 E 4318.42 3.1 I (TYP) &GUTTER &GUTTER
INV. EL.479h8�4790$7920 .98 -CROWN 0.02 FT./FT. CROWN 0.02 FT./FT.-
4791.5 \;� \�,, RIP-RAP, 4'x6' AREA 3'1 j SIDEWALK SIDEWALK 3.•I 00
D a h AT PIPE OUTLET W/ I
I c� I 31:w I I ;n 38' I Y0" I\ 6' COBBLES &GRAVEL M
0 o � N 5658.90 0 � SEE CURB &GUTTER SEE CURB &GUTTER
to 3' BITUMINOUS SURFACE
m I 0 I I E 4241.78 N 5657.00 t 21 L.F. OF 8' PVC BASE DETAIL, THIS SHY. BASE DETAIL, THIS SHT.
INV. EL. 4791.50 479/6 _E 4299.16 I COMPACTED TO 97R MARSHALL X O
O I z I 47920 4791.50 i' 3' OF 1" MINUS CRUSHED O
I 3 I I N 5654.13 ••�`0 \ I NOTES: INTEGRAL CURB &GUTTER AS PER COB SPEC. 02528 BASE COURSE COMPACTED TO O OT
z I E 4241.71 - - - 479.xo /OVERFED W •'i \ n &COB STD. DWG. #02528-1. 95R OF AASHTO T-99 m 7 to
4nae ;' EL. 4793.20 M 9' OF 4' SELECT SUB-BASE C
---- - - - - -._ �1, S}. SIDEWALK AS PER COB STD. DWG. #02529-10& #02529. COURSE COMPACTED - 95R � j O
N 5647.92 4721e ' ` 4 -N- Q C
NEW PROP. E 4235.32 479-0 q' \ (SIDEWALK CONSTRUCTED BY OTHERS) OF AASHTO T-99
I N 5653.30 FERTILIZING AND SEEDING AS PER COB SPEC. 02223. p
I I LINE I-NEW UTILITY' SEE STORM WATER B v . LOT �, (TOPSOIUNG &SEEDING ON CUT&FILL AREAS ON GEOTEXTILE STABILIZATION FABRIC -
A ^E 4299.71
EASEMENT 5 TMSW�LEASE DTL., i 5 LINE i \,, PROPERTY SIDE OF SIDEWALK) TO 95R AASHTOST 99MTOCMEN. 6" DEPTH U O
C
I i I LOT 16 E 43008.78 ,L \� STREET TYPICAL SECTION #1 - STA. 0+00 to STA. 6+68.96 O TJ 1n
EXPOSED SURFACES IN DETENTION POND SHALL STORM WATER DETENTION POND - GRADING PLAN STREET SCALE: 1"=5' 0)
BE FERTILIZED &SEEDED AS PER SEC. 02223 TYP• SEC E N •-
IN THE SPECIFICATIONS. SCALE: 1'=10'
STREET 25 z a f a- N m
TYP. SEC m-C z '- �z . .
w w m 12.0' 12.0' I�
aN0
, o a
3" THICK x O a! < m w wd 0')ASPHALT 0 0 n m w v /�
9" J `,p1et''T A.;ti''�� 3'THICK 1'MINUS �'w a 0 `� z 31 y..1 CROWN 0.02 FT./FT. CROWN 0.02 FT./FT.--- 4.-1 3.1 -_ = Q) O
-3" ASPHALT .`�'' ''•' BASE COURSE m z m z = 6' THICK + w 5? . 1v O
*r WILLIAM A.\*c m w �- 1" MINUS a0 0 3'1 3• I
3" THICK 1 O
HUNT Fo_S BASE COURSE ' 3'THICK d w r ) Lo C
ASPHALT = 1"MINUS O
_ � 3' BITUMINOUS SURFACE
602 m �{ m
0 p� p 0 °o BASE COURSE COMPACTED TO 97%MARSHALL ►.� O N �
��P` 1" MINUS CRUSHED i�i >
A�pp��� 9' THICK GRAVEL EXIST. ROAD 4 BASE COURSE COMPACTED TO I✓ O O O
1' 4' SELECT 3' SUBGRADE SURFACE GRAVEL 1' E%CAVATE & 95%OF AASHTO T-99 _
1' MINUS CRUSHED BASE COURSE SUB-BASE SUBGRADE REPLACE W/1" EXISTING SUB-BASE COURSE \/ m E
MIN. NOTES: LLJ 0)
4" MINUS SUB-BASE COURSE RECORD DRAWINGS BASE COURSE COMPACTED TO 95%OF N
1. TEST HOLES TH/1 AND THy2 SHOW SUBGRADE GRAVEL TO DEPTHS SHOWN. &COMPACT TO AASHTO T-99 TO MIN- 6" DEPTH O O O
INTEGRAL CURB 8 GUTTER DETAIL MAY 1996 2. SUBGRADE GRAVEL MEETS SPECIFICATIONS OF GALLATIN COUNTY ROAD DEPARTMENT. 95R AASHTO T-99 STREET TYPICAL SECTION #2 - STA. 7+03.96 to STA. 8+11.21 W a_ N m
3. ROAD SECTION WILL BE CONSTRUCTED OF 1" MINUS BASE COURSE GRAVEL MEETING - -- - -
NOT TO SCALE MPWSS 2235 WITH DEPTH INCREASING FROM 3' AT STA. 8+11.22 TO 6' AT STA. SCALE: 1"=5 or
nerot No.
6+68.96 LAID ON TOP OF EXISTING SURFACE AND A 3' THICK ASPHALT SURFACE
COURSE.
STREET PROFLE - STA. 6+68.96 to STA. 8+=2
NOT TO SCALE
of 5 00
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