HomeMy WebLinkAboutBaxter Square Subdivision Phase 1 13
Z N DEAD END BARRICADE ) • TEN RARY REIEN pN POND 4 L LOT T 1 RiChaYd L. M' ®UKIVLYYHII III '^'v
VICINITY MAP �Q r t SWALE ro DErE • I�Aku cm srt oARO d �I� I g
,{1J I - DEAD END ICADE
K. I COB AD DWG A 098E DUAL 6. 0 2aa 18825 MIO OENO 0951 D E II aN
F II 0 T3 STALL Cm STANDARD • I Fz `�mn
o,r,ue w°v o - T� 001� - LOT
---- 30.yn L 1 il W ii
�_ 1 SIDE S OPE Ter I G` mm
LOT 4 I II IT.8M 0RAR`/REIE,,N,TII N POND 3. BOPS a.50 Lafl n L. MI Ef I�-•��
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+ _ + __ o OP SIREET�
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Ronald K. Lewis H& I 1 „ �0
BOXt2Y LOIl2 I Janice E. Lewis y,$ LJIC l u / 26 line I feet of 4•SDR-35 PVC LOT rJ a '�Z �' 1�a/0r
.aCi �� "I I• s alma seer servlee �.......... �.��' �,YI9/w
7 Fm 724
R11 2 I 0.3' SERNCE Larilyn L. Miller 3 tr y 'T32s o4
- - - t to ^ °� �' _ H. Gwendolyn Swanb w r. Ch o �°_c ,F a/9/a
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LOT 4 aLU
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o l w°°a se I O I i S+OT 18 to o L 12
Nr a �� 0 J James D. Secor
s I z 18 0 18 I • LOT 6 L - Bonnie L. Secor a g ^=
- 1 Scale In Metera i"I 1 - - 1 a Fan 777
Steve PbC=4i58.B7 _ >
c 1 se. SLOT 16 $ LOT�1- - a)\_J- 0� DRIVEWAY q a o
1 a m w°dsi°r St. ro LOT 14 - - - �I I o w o
I:I aS I I 91 -w - -� epee _ y - - - -
E -0) LOT 8 _ --- -
D°fmdil St
- 33'wide Private Road and i I'I II I LO 15 LU DRIVEWAY I 5
charlotte I I
Public Utility Easement II LOT II 9 _ LOT 7
a I o
- - - - _ - o
it OT �~ LOT 10 LOT 16 Brenda L. Burden
NOT TO SCALE tLOT-1
' I I I °-1 I 7 �w � 2024132
Z111fEMP RETENn N1�PQNu�1 I _ _ 2 0\ w= O E
lil t.ta:�I�SiBM. D.EEW I LOT 1 I 's" nty) Ili I I QI
37'wide Private Road and r�-=- -1
-
LEGEND Public Utility Easement htl L _ _ _J 11 LOT 19 a -
- -- - n -LOT 20 O
-SS- PROPOSED SANITARY SEWER MAIN +,U - ----- - -
® PROPOSED SANITARY SEWER MANHOLE Q Hoove W f� - -II T 21 Y
.(44.20) PROPOSED SPOT ELEVATION II, I C'BO A
PROPOSED DRAINAGE DIRECTION :�, y IN BARRICADE
p - LOT 22 -
(DIRECTION OF DOWNHILL FLOW) . I�N coB° END No.Rlos�te o-z GUY P -00 - LOT 23 ZONED R-1 3 yIGU WIkE C�
-W- PROPOSED WATER MAIN y n gQ
�E( PROPOSED FIRE HYDRANT ro Q
�4 PROPOSED WATER VALVE -I LO 4
' LOT 25 8� trrl
PROPOSED STOP AND/OR STREET NAME SIGN I m HOUSE 1- OUSE H III F+i
PHASE LINE I LOT 23 00 =-i, LOT 26 Bozeman C gregation of 2Im
PROPERTY LINE - Jehov F.
witnesses 10
PVI SYMBOL �~ - -I LOT 27 o Fm 44s3 a li 1
i
- GARAGE�NAPT. I pill
- - - - - SCALE - LOT 28 WELL WATER SERVIC I I
I
SS EXISTING SANITARY SEWER MAIN - - -
D TION POND 6 % 11
yy
® 30'c24 MI OEPIS. .6 DEEP � I N
EXISTING SANITARY SEWER MANHOLE .1 SIDE sAAPE > Davi Oste S
T.O.P.ELEV�a701.00 R th teen 3 1 00� O
W EXISTING WATER MAIN s.�P.�LEv=a699.60' - - - w,
15 LF OF 15•PVC 01.0% x W +0 2021 12 W
x Film 17, P. 1595 Plat
Y EXISTING FIRE HYDRANT II I m A LOT 30 ORI2ED FLEXIBLE D ro OYP) w L�
w" DEUNEATORS(TYP.) INSTALL OUTLET CONTROL STRUMRE L 99'r L- OF 15' OS.31x v L U U' W 11
D4 EXISTING WATER VALVE SEE DETAIL,o,SHEET ca.a q J o -- - -- nvV I 1 AR
EX N
• EXISTING PROPERTY CORNER r w L� LfG
--
!L 1 U' �. - -- • - 3 10F SLOPE C
5/8 INCH REBAR WITH 1 1/4 INCH 68 LF OF 15•PVC 01.0z� Nf,F �3-E
o,
-- - - �- - -
GUY WIRES;
P
WETLAND AREA J4/G_PPki -
• REFLECTORIZED FLEXIBLE DELINEATORS 9.
-EDGE 0 0 6�.26 .J1 G GAS
Vl
f v M - --- __ _-- __-- -- -
ss 1 s' J
PF
-------�TF--------- EDGE OF MISTING PAVEMENT
REPLACE EX 36•CSP w/
GENERAL NOTES 82.29 LF OF 36 RCP W FEfs T
U Existing 60' wide County Road Right of Way Easement S line of SW 1/4, Sec. 35
W
Q N
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH O
EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, ADDENDUM N
NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM
NUMBER 3, MAY 8, 2001.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALLBE a
CITYOF BOZEMAN ENGINEERING EPARTMENT.MADE
E WITHOUT THE PRIOR I APPROVAL OF THE ENGINEER AND THE OVERALL PLAN AND GRADING/DRAINAGE PLAN
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE SCALE: 1"=60'
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT
AND
MATERIALS
LPROR WRITTEN APPROVAL PROJECT.OF INSTALLATION
MADE
ALL EQUIPMENT MATERIALSB
WITHOUT THE DRAWING LIST
THE ENGINEER. Vl
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN
BEGINNING OF CONSTRUCTION. AB2.0 - SANITARY SEWER PLAN & PROFILE (BUCKRAKE AVENUE)
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING AB2.1 - SANITARY SEWER PLAN & PROFILE (SARTAIN STREET) M
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. AB2.2 - SANITARY SEWER PLAN & PROFILE (RENEE WAY, THOMAS DRIVE) F�1
AB2.3 - SANITARY SEWER PLAN & PROFILE (THOMAS DRIVE)
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. AB3.0 - WATER PLAN & PROFILE (BUCKRAKE AVENUE) Drauring Date. 12129106
7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. AB3.1 - WATER PLAN & PROFILE (SARTAIN STREET)
S. BENCHMARK: FIRE HYDRANT#1156 LOCATED AT THE INTERSECTION OF BAXTER LANE AND AB3.2 - WATER PLAN & PROFILE (HOOVER WAY AND RENEE WAY)
THOMAS DRIVE. ELEVATION = 4710.30 ARROW BOLT", CITY OF BOZEMAN DATUM AB3.3 - WATER PLAN & PROFILE (BAXTER LANE)
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. AB4.0 - ROAD PLAN & PROFILE (BUCKRAKE AVENUE) A B 10
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. AB4.1 - ROAD PLAN & PROFILE (SARTAIN STREET)
AB4.2 - ROAD PLAN & PROFILE (RENEE WAY AND THOMAS DRIVE) ■
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY AB4.3 - ROAD PLAN & PROFILE (BAXTER LANE)
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. AB4.4 - ROAD PLAN & PROFILE (HOOVER WAY) AND DETAILS A(r T 7-�-� T
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT A -B<.J JJ�
CONNECTION POINTS.
02/Ol/06
#02395
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BUCKRAKE AVENUE �x^o ''k°° -,`
4710
F � O
W 0-4
r,- - ---- ROPOS F�
--- P
- ----- ED GRADE FF���111 O
EXISTING G DE - r/� A
4700
° 179.5 LF 8" SDR 35 PVC SS ® 0.484% 4" SEWER SERVICES VVVIII
LT RT W
285.4 LF 8" SDR 35 PVC SS ® 1.720% 2+14.24 0+85.93 O
3/4" WATER SERVICES ° °D s 15"STO M SEWERO 4+32.58 1+18.89
FL 4691.24 4+68.49 1+44.89
4690 4+95.21 1+73.39 '1�]
8"WATER MAIN 5+24.36 2+04.39
L=4690.02
5+59.92 2+32.89 v
5+92.42 2+58.89
6+22.42 2+87.39
6+54.92 3+18.28
6+85.92 3+46.76
7+10.42 3+72.32
7+54.98 4+00.75
236.0 L 8" SDR-35 PVC SS ® 5.030% 4+29.53
4+54.61
4+77.29
5+26.38
ZM M N 00 M N
�N Q M N N
NO O O O O O O O
r r n n n n r n O O b b b b b b O
wa a a a a a a a a a a a a a a a a
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Drawing Date: 12129106
SANITARY SEWER PLAN AND PROFILE
A62.0 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O"VERTICAL)
AB2.0
AS-BXJMT
02/01/06
#02395
Sheet 3 of 14
21
y 3/19/m
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LOT 12 ;' n �I 45' wide 6vate Road and f_ — — — — I I PP I W �®
Q Public tility Easement (Typ I� 3 LJ y I a q
OT 13 5 Lu LL _ _ — _ DRIVEWAYI oo loo,J, �
Z INSTALL CITY ST DARD - IIII I a,�aoo 'd
SWALE TO DETENT DEAD END BAR ICADE LOT 2
u SEE DETAIL 6,SHEET C44 COB STD DWG AO 09810-2 T n - 30
COB STD D_WG NO.09810-2 16'z25'(MID DE H z1.5'DEE_ iw LOT 1 `t I IIII oon
II 0 73 INSTALL CIN STANDARD II ®® IIII
DEAD END BARRICADE TEMPORARY RETEN ON POND N4 i Waa �� _
4:1 SIDE S�OPE F u� Richard L. Mlller a �I
LOT 4 li li - III EMPO 1'_RETENTION POND 3` BOP=4.50 oo
18'z30'MID DEPTH z1 5'D Larl n L. Mlller
i ` TOP= .00 Y - gyp
n SIDE 1 D wid Utilit EDsemen T L 4 _______ (9 oo) I o ! m
_ J _ _Y __ yp•) __ ___ L_-- 34 I'm 1576
I-_----J� Lj TOPi3_50-__ ---- -- --_----TOP=95.00 �� W
� J5j
_ ---
I P STRE
_ L60'wide Road and
LOT Utility Easement
\ 26 Line I fe t of 4'SDR-35 PVC
v LOT 22 S nita Sewer Service LOT cD ¢
b�a_II R'I".I 2 �� I .5" SERVICE Larilyn L. Miller 3 it
� w i 6 op T 21 LOT 2 - - CD -PL X H. Gwendolyn Swanby j I00 j t%]
0 J LOT 1 93 Fm 3646 p l I m
t%Z
a
W
,42
�90 ��h by O a p6 ^ .
�Xa 0 5�' 5 0 ?���,�
x^'\ 5��h`L100,b °Pe•2, 0x�0 50°j60000`� hx'`L
0 ,W%09 R;",6b'ysOc�O� ?� a6�60�00 ��pp6�,�69c3
SARTAIN STREET �F�'�'' ���d�k Q
PROF_OUQ GIRZADE ____
GA//p
-- - ------ N3
--___ _------- "EXISTING G ADE -PHONE
_ FUTU E_GRADE ___- ------ _ ___--
-_- ------- - -- - M�
1 12"WATER MAIN M
WATER MAI FL=4690. Od:
FL=4689.9 _
U ) 8"WATER MAIN
FL 4688.8 ° �4"°WATER ERVICES
8"WATER M IN Z�2 Vl
(FTURE Z as
4" SEWER SERVICES
RT LT 217.45 LF " SDR-35 P/C SS ® 0. 0%
1+06.26 210. 4 LF 8" SD -35 PVC S ® 0.40%
4+76.54 107. LF 8" SDR 35 PVC SS ® 0.4 0 3 5.71 LF 8"�SDR-35 PV SS ® 0.40"
5+1 1.93
5+39.93
5+70.93
DA U ELEV 6+01.93 46 .00 M
-
10 m 10 10 ,o ,0 10 m m io 10 m m ro Z6 m w
a a a a a a a a a a a a a a a a a aW Drawing Date: 12129106
9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
SANITARY SEWER PLAN AND PROFILE
AB2.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL) B 2.
AS-BXJMT
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DEAD END BAR ICADE vv
LU L o o �
COB STD DWG NO 09810-2 J -------------- ------------------------ �y
O w ---- ------ _
SUBDIV. L ----------- HrDea ro tieetoeaxD-------------------- --------------- y
\TEMPORARY REfEN ON POND A4 TEMPORARY REIF ON POND Y5 TO FUTURE BOULEVARD °' to
16'x25'((MID DE H x1.5' DEEP _ it _ (��� EEC
N 3:1 SID_E SLOPE � LL LCT 1 - — — — — — 4�s85'41 SIo s2o D
\ TOP 4.00 � Irl ae TOP=4697 50 m W
tility\EGsemen (Typ.) L h 1) g
----- 6 --------- o ��Jl
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---- --
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PROP
E ED THOMAS DRIVE wa
TO 15
I 4700
- -4 - ------ - -----
LOT 16 0
" GRADE-- O
- -------- ---------
g 5 4690
TO BE MOVED
o N
Ox6
w
RENEE WAY
4700 ROPO
ED GRADE
_ --------- - --------
4"
SEWER SERVICES -- --'---- -- XISTING GR E ----__ __
F�, 3)5.99 LF 8 DR-35 PVG SS 00.40 % w rTl
LT RT -- -------- 4680 W N-------- -------
0+66 2+14.53*
0+91 26 2+38.24 4" SEWER SERVICES O
.
1+22.26 2+67.24 LT RT ^�
1+50.26 4+09.24 236 LF 8" SDR-35 PVC SS ® 4.7 5% 9+14.31
1+85.73 10+46 rrw�
4690 5641 1+77.72 Vl
ROS ING 13+09.44
� SCHEDULE 40 PVC
SANITARY SEWER SERVICE 155.41 LF 8 SDR-35 P C SS ® 0.5 2%
4670
DATUM ELEV
468500
N ZM N N r N M
rn Nrn rn rn m rn rn rn
0+00 1+00 2+00 3+00 4+00 5+00 F�1
SANITARY SEWER PLAN AND PROFILE DATUM ELEV Drawing Date: 12129106
A62.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O"VERTICAL) 4660.00
n M N a n n eo 0
rn rn rn rn rn rn rn rn rn rn rn
AB2■2
8+00 9+00 10+00 11+00 12+00
SANITARY SEWER PLAN AND PROFILE AS-BLULT
A1_ SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O"VERTICAL) 02/01/06
#02395
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G——————————————————————— ————————————————————————————————————————— ———————————————————————I#DRAH'F EE(BAT£O—————————— —————————--
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4 W
* = 2
o I�i Y D AVJ' o$ W o
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*POWER POLES ALONG THOMAS DRIVE MAY o `I
REQUIRE BRACING DURING SEWER INSTALLATION
CONTRACTOR TO COORDINATE WITH NORTHWESTERN ENERGY. n
*CONTRACTOR TO RECONSTRUCT EXISTING GRAVEL / W
SURFACED ROADWAY IN DISTURBED AREAS. /
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4� a o yti W
294.42 LF 8" SDR-35 PVC SS ® .401%
395.73 LF 8' SDR-35 PVC SS ® ------
�402%
BEM D395.7 LF 8" SDR 35 PVC SS ® 0.468% �TO
- Vl
345.99 L 8 SDR-3 PVC SS ® 1.567% r^
12"WATER MAIN V1
FL=4666.36±
$o Z
XI TING 8"
SS ®0.98%
114.63 LF 8" SDR-35 - Drawing Date: 12129106
PVC SS ® 2.337% 35.14 LF 8" S R-35
PVC SS ® 0. 8%
to ro rn a o un o a rn n q N n o a 00 N o 7a ro q N o
O rn rn rn m m n f0 n n a a r'1 N N N O rn rn m m n O O t0
rn rn DO m W 00 000 0 0 0 00 � 00 � 0000 00
m m co m m m m m co m m m m m m m co m m m m m m m m m
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 A B 2■3
SANITARY SEWER PLAN AND PROFILE AS-BIJU,'T
A1_ SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL) 02/01/06
#02395
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24"SEWER MAIN ----- -_ oSED FL=4700.3 OE 'FL=4702 06EWER --- xyF' 0x6^
470 _ INS ALL 4 x8 x4 THICK RIGI ----- -______
INS CATION OVERWATER MAIN - -___
14' SS SERVICE
---- -
FL=98.10 FL= 8.21 - ---- V1
4" SS S RVICES "--___ rTl
3/4" WATER SERVICES F+i
15"STORM SE ER LT RT O
FLC469 I86 `y z 2+24.24 0+75.41 M
L=92.70 4+22.68 1+08.89 h+�
4690 4+60.10 1+34.89 ^'
4+86.30 1+63.39
FL=90.8 I 5+14.97 1+94.39
F=90.02 I 5+49.91 2+22.89
FL= 8.81 5+82.36 2+48.90
6+12.36 2+77.40 A/
6+44.86 3+08.40 �•G�
816.3 LF OF B" CLMS 51 DIP WATER MAIN 1 6+75.86 3+36.81
7+00.36 3+63.06 rw
7+43.04 3+91.87 V1
8"S CL=ROSSING 4+21.47
4680.85 4+46.48
4+68.80
ZM M 10 a0 M N O N h O M O a0 O O O 5+13.30
�t0 M N N O O� O� ap I� 10 10 L6
NO O O O O O O O rn rn Of OI OI OI OI OI OI
Drawing Date: 12129106
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
WATER MAIN PLAN AND PROFILE
AB3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL)
AB3.0
AS-BXJMT
02/01/06
#02395
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LOT 10 _ o — — — Elizabeth Hager �� ��1
o N LOT 5 59 Fm 1588 DRIVE �m
— — — I o • Sheet 7 of 14
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i �r COB STD DWG NO 09810-2 w 30
— III II C 0 79.73 INSTALL CITY STANDARD ® \ ' OT _.4 I w lV 2 a
DEAD END BARRICADE TEMPO Y RETE ON POND!'4 'i-I- rLaosa Rom' a+
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o.I n .5" SERVICE Larilyn L. Miller 3
o -PL X H. Gwendolyn Swanby 'I
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P R FITTING MINIMUM RESTRAINED LENGTH
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_ -- 5/ BRANCH 5'
8"x6 TEE BRANCH 3'
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4690 8" 90' BEND 20' V1 r�1
FL= 9.95 FL=4690.0t W
FL=88. 1 (CONTRACTOR TO VERIFY) O
FL= 8.15
3/4" WATER SERVICES
LT RT
0+96.26 8" EWER MAIN
4+93.93 F=4677.46
5+21.87 z
5+50.93 r Q O N O t0 r M N N N N O N Q t0 CT!
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WATER MAIN PLAN AND PROFILE
�63.1 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O"VERTICAL)
Drawing Date: 12129106
AB3.1
AS—BUII.T
02/01/06
#02395
Sheet 8 of 14
21
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--__--_ ___ ____
LT RT
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M IN I�1
FL=92. 0 0+80.26 2+28.24 =4692. 3 4" SS SERVICE
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1+68.26 469
*=DEFLECT OVER
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DATUM E *1 1/2" WATER SERVICE FL 90.02 FL=89.95 F�1
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SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O"VERTICAL) !` S—BXJMT
02/01/06
#02395
Sheet 9 of 14
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2/19/03
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REFLECTORIZED FLEXIBLE DELINEATORS(T1P.) INSTALL OUTLET CONTROL STRUCTURE L 99.7 F OF 15" C 05:31% Y - - /� N �J
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FL 700.71 f
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(CONTRACTOR TO VERIFY)
FL= 8.10
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INSTALL 4'x8'x4" HICK RIGID
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INSULATION OVER WATER MAIN
FL=93. AT CULVERT CRO SING
DATUM ELEV
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AB3.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL)
AS-BXJMT
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AB4.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL) 02/01/06
#02395
LUI 11 fc _ � I IV I
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1 0 INSTALL CITY 5T NDARD a
ALL SWALE TO DETENTION PON DEAD END BAR NAR W LOT 2 T o
SEE DETAIL 6 SHEET C4.4 ".\ COB STD DWG NO 09810-2 H-I LOT
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II — — —1 SIDE s OPE L Richard L. Miller
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AB4.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL)
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#02395
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PROPO STA 1+23.8 PVI ELEV 4704.14 v--
4700 0.50% ED G � 4700 PVI STA=4+00
RADE -0.92% + ELEV 470 m = A.D. _-1.64 PVI ELEV 4702.00 ----- ----__-___ -
__ __ ___ -- - ------- A.D. 2.505 m ^ + o �o A.D. 1.61
GRADE 100.00'VC-- ----__ 3• � ui < + ^ K=64.11 --------- -,
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---- EXIS ING ----___ _
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ci DATUM ELEG
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h 105.00' VC SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL)
0+00 a 1+00 2+00 3+00 4+00 5+00 x�Op'h°J��1°1 0 o 10 P '^4 M 80.00' VC rw
O Gx�4x' + ^ PVI STA = 1+23.38 N a +N PVI STA = 3+00 ion,o �°i o vl
CENTERLINE ROAD PLAN AND PROFILE 0�0 N w PVI ELEV= 4705.09 �+ "w PVI ELEV = 4704.19 o �+,ON
I.64.2 SCALE: (1"=5 s THOMAS DRIVE
A0'-0" HORIZONTAL) (1"=5'-0°VERTICAL) > > c0 - rya PO
K = 50.25 6i c0 m m K = 64 15 U.i
o°
00 xo 1 ry1 O
PVI STA 4+00
ryphJS k � .�`y0'�1 ,�h = 14�v�r O ,QgO'h`7' ,L1 Jc0
J°i p r J`0'�1' 'C ,�. �' �2. 3q o• O r O
Q�
� `L (� _ -0.50 PVI ELEV 4702.09
09 A. 1.61 6' �5 a t•0 0 6 A O tt p,. o O o 5
k O p ------. D �
0 �5„ x . 0' _ r`'
125.00' VC I K - 9.83 F. 9
,�0 01 QS-oo' O p FrG Q, F,eG 0 ri 00 x`1ry o rr O� I I PROPO 0�°� 0
�Gx�t��r ry J9.y'h 105 VC ____-____ ___-_____ --___ _
4700 ° G 1 G -
�� 0.891% 0.50% 1 4700 __ __________ _----- -
F7 .0 GRA 0.533% ex`Lo' o°jp•
I EXISTI
0.920% r v --____
-- -- - - - E -0. O PVII SLEV -1470 .93 m o / V1
PVI STA 3+00 JG
g XI TING G EE SPOT - - '� -7 q° G 0 ,� + a N ,5 PVI ELEV = 4705.03 ^ a -_ ,���
4`• - --- --- -- - 0 .. 4i .D. = 2.03 o^ + A.D. -1.64 ^ + Q, ry0. ry p'0=---
J �0'� �n• LEVATIONS a�0o J�. �`L °p, K = 61.67 a K = 64.15 0,.1 �+to
ELE °0 0�G1�a�0y?,°`10ykkh��,`•5?C x0��hG i o .Q'`'1 ryx0C Oy0o 14 r ° , o��0`0 0 �0x O�°p1'h�3p th p-\J +cNmi'acw�o^aixOaFo��
Mo C)U ,b
+0
5
PVI STA
VI ELEV 4702.9 �r1 x 04 �
V DATUM ELEV p 0
m'
oto m
Drawing Date:
I
12/29/06
x 4690.00 A.D. 1.61 1 p 10
x K 49.83x v ro o
0 0
a a a
0+00 1+00 2+00 3+00 4+00 5+00 A B 4.2
TOP OF LEFT AND RIGHT CURB PROFILE a+Do 1+00 z+oo 3+00 4+00 s+oo s+oo 7+00 a+oo s+aa
A. TOP OF LEFT AND RIGHT CURB PROFILE AS-BXJMT
AB4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL) AB4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0"VERTICAL)
0v01/06
#02395
LOT 23 00 ozemon grego Ion o
�I Jehov s Witnesses
0 I'mJAR,
4463
I LOT 7_T
GARAGE��A'T. _ -I LOT 2 WELL R SERVIC
pp �x
DEPTH)D.S'6DEEP
N :1sIDE SLOPE Davl Oste S _
%r.o.P. E EV-4701.00 w 3 1 10o X
// B.O.P.ELEV=469s.50 x +00 - - - - R th Steen
s F of u"PVC®1.ox X 1 W 2021212 W p
r �� -d' LOT 30 Film 1�, P. 1 S9S Plat U EFLECTORIZED FLEXIBLE DEUNEATORS(Tw- Sheet 13 O! 14
REFLECTORIZED FLEXIBLE DELINEATORS(TYP.) INSTALL OUTLET CONTROL STRUCTURE L 99'� F OF 15"F1MC® iR D H pp
SEE DETAIL 10,SHEET C4.4 - `� } m BT J w L= 7 .1 -- -- C� Z i�sim LF F15' ► ° 1'3nm
i0 3. OF SL PVC® . , SLOPE S p V /e/o4
68 LF OF 15"PVC®1.0X - sT TA', - -
------ ---------- -- - -- - -
- _- - - -a. - -26 GAS 3 0 w�
- --- -- - acne - - -__ - N�
77
25 G
- - - - - o - - .. 5. Q
-- --_---=j�fp-7_=------- ---__ = w`�
- ---------- EDGE OF EXISTING PAVEMENT 8 0
-
REPLACE EXISTING 36"C$P W// C yV
82.29 LF OF 36 RCP W/ FET'S
U Existing 60' wide County Road Right of Way Easement S line of SW 1/4, Sec. 35
�l m
368.1' TAPER Q w m = 3
3-78.51 TO 0+00 0+00 TO 5+43.31 5+43.31 TO 9+33.91 CONSTRUCT TAPER (NORTH SIDE) V N< w o
CONSTRUCT TAPER (NORTH SIDE) REMOVE EXISTING PAVEMENT FULL WIDTH 5+43.31 TO 7+76.76
PROVIDE 4" WIDE, WHITE, EDGE MARKINGS INSTALL NEW ROAD SECTION PER DETAIL 1, SHEET C5.0 PROVIDE 4" WIDE, WHITE, EDGE MARKINGS
ON TAPER LINE (SOUTH SIDE) ON TAPER LINE (SOUTH SIDE)
ALL AREAS OUTSIDE OF EXISTING PAVEMENT
3"ASPHALT
6"GRAVEL xOp
24"PIT RUN a
NON WOVEN FABRIC 6p1 F� ay".��}`',4�6� �J ,So,'`'y�OF' F�y
01 P-4
0czy 0�� BAXTER LANE
47 O
PROPOSED GRADE A _ FUTURE GRADE _ __0.507__ ----- --
FUTURE GRADE -- -- --- --------- ---0.5019, --- ---------- --------- --- -
-- EXI DE
-".65% -- -- - - ---------
-----------------------
--------
----- ---------------------------------------------------------------------------== EXISTING GRADE --- STIN GRADE
50.00' C
60.0 ' VC
ai r-: <o l' n a n a
,,a o vO m+ n + o^ '6 o �I
+ EXISTING 36 CSP CULVERT
a 700 N a n v+i a N a
w C L;i �L 564698P 61TH FLARE ENDS m m � E >
m m Zi FL N-4698. 5 m mTi Zi
LOW POINT EL = 4705. 7 HIGH P01 T ELEV = 4707.37 LOW POINT ELEV = 4706.43 VI
LOW POINT S = - HIGH POI 4T STA = 3 22.59 LOW POINT STA 5+36.81
PVI STA = 0+00 PVI TA = 3+1 B.19 VI STA = 5 36.79
PVI ELEV 4705.40 PVI E EV = 4707. 6 VI ELEV = 706.36 I
A.D. 1.15 A. . _ -1.15 A.D. = 1 00
DATUM lCKla'E 2.17 = 52.27 K = 49.92
4690.00
~i^[) O
0
2^MVl �^NI� m^O N^1M �^0V7 ^� ^N ^0 ^ ^O �^o ^ ^ ^ ^ ^ ^ ^M ^� 0Md LL�am Ot Noo m ^
� OM Om�O � 0 00 00 O �NO OO 00 000 OO OO O O 0 0O OO OO OOO O O O O O t�
O
^O
x� o
w �a a a a a a a a a a a a a a a a a a a a
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
CENTERLINE ROAD PLAN AND PROFILE Q O
AB4.3 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0"VERTICAL) � M
�y p`u9
yh O p� x00 Q Sx G?h1 \J5
x
^,\!�`7'ypb°p 1',�.�°kph 1 P�o`°'� MO
4710 ��k�pb
FUTURE GRADE 0.50%
0 65% EXISTING GRADE -----_-- F, -0.504% GRADE
-
---------------------"------------ ----------------------------------------- _ --- EXISTING
--- ----'"- PROPOSED GRADE
400 LF OF 15" PVC ® .15% (40' EFT)
VI
60.0 ' VC � XISTING SEWER SERVICE
4700 LOW POINT ELEV = 47 5.17
`0LOW POINTSTA = -0 04.29
M N o PVI 3TA = 0+00 G °i
+ N + o PVI ELEV = 4705.(8OQ� <6 co
K = 51.43 _ h o^� 6�e° a Drawing Date: 12/29/06
m > A l-
50.76 LF 0 15" PVC 0.158% A B 4.3
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
TOP OF LEFT CURB PROFILE �$-$UII.T
A64.3 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O"VERTICAL) 0
2/
0
1/06
#02395
PROPOSED GRADE
R/W PRIVATE STREETS R/W IFCO#714 OVERFLOW GRATE IFCO#714 OVERFLOW GRATE
LINE LINE z 0.20'BELOW BERM ELEVATION 0.20'BELOW BERM ELEVATION
SLOT WIDTH =1.84" SLOT WIDTH =0.726"
1 18.5' 18.5'
4'_1_ 14.5' __ 14.5' _I. 4' _1 EXTEND TO 6 FEET 4"DIA.45'ELBOW RIM ELEV=4693.62 BERM RIM ELEV=4701.67 BERM
L BEYOND PROPERTY LINE
�IEWA
r� 3�SLOPE 3X SLOPE ORPOf TOP POND ELEV= 4692.95
`' 1/4"PER 15"OUTLET PIPE TOP POND ELEV= 4701.00 15"OUTLET PIPE
IDEWAL FABRICATED STEEL FABRICATED STEEL
FOOT 4"DIA. 45'ELBOW 12"xi6"RECTANGLE 12"xi6"RECTANG3"ASPHALT colgcRETE POND INLET GRATE o POND INLET GRATENEW CURB AND GU SURFACE COURSE IN-LINE SERVICE WYE
3"OF 1 1/2"MINUS _ PROVIDE RIP RAP AT _ M PROVIDE RIP RAP AT Sheet 14 of 14
6"OF 1 1 2"MINUS GRAVEL BASE COURSE DETAIL APPLICABLE TO: ALL PIPE OUTLETS J ALL PIPE OUTLETS
/ UNDER CURB AND GUTTER THOMAS DRIVE AND SARTAIN STREET SERVICES ¢ a
GRAVEL BASE COURSE TO DITCH TO DITCH
24" OF 6"MINUS PIT RUN SUB-BASE COURSE OR 15"OF PIT RUN W/ SEWER MAIN iA 12/4/0
'Z ai Bx 1300 GEOGRID AND NON-WOVEN GEOTE%TILE FABRIC(SEE ROAD PROFILES) BUT POND ELEV= 4691.45 FL OUT= 4691.45 BUT POND ELEV= 4699.50 FL 12/19/03
OUT= 4699.50 lti y rod ,�J/2s/w
COMPACTED SUBGRADE �1 DEEP SEWER SERVICE DETAIL _ .,.,, _ ,sees. �._ �/9/�
H� a oc ®to/St/o6
A84.4 SCALE: NTS wry+
24" r4
THOMAS DRIVE ss" 36" DIA. �DIA
FUTURE LIN EASEMENT FUTURE CONSTRUCTION R/W 2sure paav LINE LINE NOT A PART OF THIS PROJECT LINE 44"DIA. CK CK m w V]
50' 0 4. roPsol a 3"R /+ PRECA�k4" ST CONCRETE PRECAST CONCRETE 5
5' 8' 24' 1 12 LT-
SIDEWALK
12 FT (�.) - 4"R 4 •, u
1 �4' 8' 5' m
O'sZF 1.5•, a."ro,'a e 9 POND N0. 2 OUTLET DETAIL 10 POND N0. 6 OUTLET DETAIL
OR77EWCU7
,/4" 39 SLOPE / / /y 3�SLOPE(To SOUTH) 1/a/FT CRPDE 12' °. ° • a . SCALE NTS A84.4� x SCALE. NTSKPROVDE SPILL CURB - -- ----- SIDEWALKM T�
AND GUTTER 3"OF 1 1/2"MINUS j\ '
GRAVEL BASE COURSE
3"ASPHALT CONCRETE UNDER CURB AND GUTTER O 000 000
O O O O O O O O O O O
SURFACE COURSE CRUSHED GRAVEL O O O O O O O O O O O O O
BASE- 3"MIN. 0000000000000000000000000000000
6" V 1 1ASE MINUS O O O O O O O O O O O O O O O O
GRAVEL BASE COURSE
18"OF 6"MINUS PIT RUN SUB-BASE COURSE SUB-BASE COURSE r
COMPACTED SUBGRADE AS REQUIRED ; 11 LOT I LOT )0 LI rTl TENSAR BX 1300 GEOGRID&NON-WOVEN GEOTEXTILE
�' p1
BAXTER LANE VAVAVA A A uI
R/W FUTURE CONSTRUCTION Iz/W /�/ COMPACTED SUBGRADE N I p TE�1P RETENTION PI?ND Mi I R
11112 1.1 ML1Igg,,ppE��TT��ii 1.5 DEEP I
LINE NOT A PART OF THIS PROJECT LINE NOIEB: a 4:L1)SIDE I �PE _ LOT }) \ ( ^ O
1 50' 1. Subgrode or base course compaction shall conform to section 02230(M.P.W.Specs.,1996 ed.) r - J F+�/0
-1 2. Contraction joints shall be placed at 10'intervals and shall have a minimum depth of 3/4"and minimum width of 1/8". 1 ) L �1
00
25' 1c.S' 1�""+' 7�'
3. 1/2"expaneon jonf atenal hall be placed t II P.C.s,P.T.e, url,returns antl at not more than 300'intervals. The �JI I 4 )pension matenal shall extend through the full depth of the curb and gutter. _JNEW CURB g,5' 5' 11.5' 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representatie.AND GUTTER PgRK1rvG irc DRlV 5. Concrete shall be Class M 4000.16. Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS,1996 ed.) For curb and
SAD %SOP �F '/i' FT tter I t t washed rock may be used for the I base. I ``
v + p
V 9u rep acemen projec s, y grave ` o
AR'fs SIDEWALK _ "'E L" CONCRETE CURB AND GUTTER DETAIL
5 � UT � -
3' OF 1 1/2"MINUS AB4.4 SCALE: NTS C.O.B. STD. DWG. NO. 02528-1 -- HOO'U6 II I Y
GRAVEL BASE COURSE 3"ASPHALT CONCRETE NOTE: Q I I I
SURFACE COURSE OUTSIDE OF EXISTING ROAD,SECTION SHALL m -
UNDER CURB AND GUTTER _C�BO
EXISTING ROAD SECTION CONSIST OF 3"PAVEMENT,6"" 6 MINUS ALL SWALES TO BE SLOPED AT 1%TO PONDS 0 INSTAL ITY STANDARD LOT
PAVEMENT TO BE REMOVED AND A MIN.OF 3" GRAVEL BASE COURSE AND 24"OF 6"MINUS UNLESS NOTED OTHERWISE ON PLAN DEA END BARRICADE P
OF 1.5"MINUS GRAVEL BASE COURSE TO BE PIT RUN BASE COURSE COB DWG NO.09810-2 COY WI „
PLACED UNDER NEW PAVEMENT FLOW DEPTH Pc i _
3-�-00
o � N 7 LOl .--I
PROVIDE 6" COMPACTED
PUBLIC STREETS EXCEPT THOMAS DRIVE AND BAXTER LANE TOPSOIL TO FLOW DEPTH 12" &
R/W R/W
/n \ / 01 W
NE 30' ` 30' NE SWALE CROSS SECTION DETAIL
s' 7.s' 16.5' 16.5' 7.5' 5'
,• AB4.4 SCALE: NTS
RA01 1/4"/FT 3R SLOPE 3%SLOPEV'GRAVEL
/4"/FTQk66�NNOTE: HOOVER WAY o 6 o< xSIDEWALK SIDEWALK SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS3"ASPHALT CONCRETE EXISTING GRADE EXISTING GRADE koxNEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2"MINUS q•T x` ?6"OF 1 1/2"MINUS BASE COURSE °� a '� C'I'/
UNDER CURB AND GUTTER �j
GRAVEL BASE COURSE �TYPICAL RETENTION POND DETAIL 45 _ z=_ 4700 z
24" OF 6"MINUS PIT RUN SUB-BASE COURSE OR 15"RIC OF PIT RUN W/ 7 EXISTING GRADE A O
_ -------- PR POSED GRA E ,31
B%1300 GEOGRID AND NON-WOVEN GEOTE%TILE FABRIC(SEE ROAD PROFILES) AB4.4 SCALE: NTS ___ --'- 3"ASPHALT �+
COMPACTED SUBGRADE ---- 6"GRAVEL 9-
\�B4NDTES: Frameand cover to be fra Cid No.-B cob- MCI 3U5 frame, 1S"PIT RUN
T 1.pi cover,orIFCO]]2 frame,]]2-B cober.Covers anml naveGEOGR &NON WOVE FABRIC
2 INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.0 2529-1 1'pick holes.2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11, r1 ZtO a(41i70 O
3. FERTILIZING AND SEEDING AS PER C.0.8.SPEC.02223.(TOPSOILING&SEEDING ON CUT&FILL AREAS ON Adjustable rings, NOTE:All joints between manhole sections,manhole ring k f~/_l�p�jd O^Obip
PROPERTY SIDE OF SIDEWALK) top section,and around sewer pipe into manhole shall be a a a a wa aD= a aTYPICAL STREET SECTIONS afeHlght.Jointing mat al shall ba'Ram-Nek"or equal for all joints except between sewer pipe antl manhole wall. !L
� 2'-0� 3+GG 2+GG 1+GD G+GG
.4 SCALE: NTS 10. 5• 5' „ CENTERLINE ROAD PLAN AND PROFILE V1
Precast reinforcod conenet. nhole riser
and ecoentric cone top manufactured!in AB4.4 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O"VERTICAL)
Manhole cep:of a«oraanoe with ASTM aeaigna6on c-476.
rc 1 centers LEI
6.00 8.00 h
h \6 O
SIR N SITI N Groat m.et m dogli"e \6 rLg
a'sIOEWALK �:12 n 1:12 a'SIDEWAtx m pip
U n� \xirot`,Ob`6��
MAX. MAX. pre- HOOVER WAY
CONCRETE CURB AND GUTTER tlowlme / Dry h Qso�^
DROP CURB16
x
Variable 4'_0" \x���GJ�J'
DRIVEWAY APPROACH ON PRIVATE STREETS 4 ' J 0
E>" s; eroch. user �'�G� .0.795 G
e.
AB4.4 `r1 o cmnnm`exa'I"` Flexible gaaketed joint(typical _ _- 4700
SCALE: 1"=10' - far precast base.-see detail) EXI TING GRADE _ ,06
A --------- - -- PROPOSE GRADE
channel=die.of pipe �� 0
w Precast or poured-in-place hose. / p
< #4 b..-
are-1'-0"c-c Poured-in-place base,minimum 41�0
p000�'il cr to thickness below pipee �Q\ '5'-4"die. 6 aches.Precast base,minima o+' rob`' �'Qz- O x, �(min. lhicforcetl las6shown.s.All basesm � OX G 6� p rein x ��o F?oo 0 Drawing Date: 12/29/06
4690
'g chalopeaamt t ul r
w e.9m r n n m o Co
NDIE .tofor d2 ch".h,'le1.ana ins a6 a6 of of o ai
4 SIDEWAtH 1AP qa.of 4. UD
weal pipe invert shall be 9'higher 7 7 7 7 µ
DIM than bottom of manhole.
CONCRETE CURB AND GUTTER
2+00 1+00 0+00 B 4
PEDESTRIAN RAMP ON PRIVATE STREETS SECTION A-A
SANITARY SEWER MANHOLE ,2 TOP OF LEFT AND RIGHT CURB PROFIL _BUILT
AB4.4 SCALE: 1"=10' AB4.4 AB4.4 SCALE: '-0" HORIZONTAL) "VERTICAL) 02/UL06
SCALE: NTS C.0.6. STD. DWG. N0. 02722-1
#02395