HomeMy WebLinkAboutBaxter Meadows West Subdivision Ph 3B LEGEND � '�
C 9C
FIRE HYDRANT \ C.0.5. Np. 233 .S. N 2202A o MARK A.
® STORMWATER INLET 9eae 8PAC6 CO No. 3 CHANDLER
No. 9518ES �
® SANITARY SEWER MANHOLE
O°0 SANITARY SEWER CLEANOUT <
�a WATER VALVE 6121 IF iRa�raA
I 1 2 3 4 5 6 7 8 I \ Sheet I of 20
® CURB STOP 110221 IF 9600 IF 9600 IF "9960 IF 9600 IF 9240 IF 9600 IF 9627 IF \
LOCK L 46 4.4' LIF a TRACT A7H 0 m E
'If DRAINAGE DIRECTION HYDRANT Row BOLT 119 1 IF U \
PROPERTY BOUNDARY LINE C n� N
SURROUNDING PROPERTY LINE w w SETBACK LINE s s AME�CEEpLAT j-353-
— — —EASEMENT LINE i
HYDRAN ARROW BOLT i
w 12" WATER MAIN DRgNE �0W BOLT i / y
EL .=4696 LV=4694.31' (n
1 . 1 g , ss s ssJA
ss ss ss
55 SANITARY SEWER MAIN 11396 SF 12737 SF �12245 SF I I 11603 SF 8 RANT A
ST STORM SEWER - -- ----- I I 6s-92-�- - — �_ — - - - �
12206 SF Ey,46- - SWALE/RETENTION POND CONTOURCURB AND GUTTER 18 2 I 1- 2 - I I — 510578 9F 11469 SF 10808 SF I I 10979
2SF 1079 SF 1I10 68903 SF I ABLOCK 10 BLOCK 11 IXIS NC RMLIi o�pn I17 310 I 310827 SF 11392 SF 10501 SF J' 11225 SF 10750 SF 9834 SF I j1 FJORD COUROCK BL TBAXTEBLOCK716 1 4 11I4 11 - 3IIVISIONPHA10946 SF 11250 SF 10899 SF I I 10490 SF 10466 SF I 10149 SF O - SUB4 12I '. HYD NT ARROW BOLT I C31 I 1 —I \ 4 3 HYD T ARROW BOLT ARROW BOLT 13
12 _4IIEV.=46 66' ELEV.=4702.22' 12
10699 SF 9803 SF 9997 SF I I 9188 SF 9289 SF , TF I OPEN SPACE C
2553 9 I I ZONING R-1 11 pftIVATE
C.O.S. N0, 3 I 11931 IF I - —
14 j 6 13 6 3 4 CLYDESDALE COW
0919 IF 0151 IF 0406 IF _ _ 9649 SF 10024 IF I I— - -7
HYDRAN ARROW BOLT $ I I 12 B
I O
U 7 E 4699.643' 7 14 II 11502 IF
II { I 175 I 8 I 9 )�
❑ "O'T 11117 IF 11951 9F 118]8 IF 11721 IF 12027 IF
o oa -____I ___-- _____ BENDHMWlK1 — — zA
K TOP OF j"REBPR W/RED I \ I �-
�5 W 10770 IF ELEVATIO6 PLASTIC N--�46811IiI12.1277 FEET
Y e 11173 IF
(CITY OF BOZEf�AN BAXTER MEADOWS
7 HYD ARROW B LT BL CK 12 1 13 /
CL ELEV.=695.37' I 7 I I Y1 /
Ill >> F 1 1 2 3 4 5 6 7 8 I 9192 IF
I \ _ _ - - - - - 7 \
11042 IF 11572 SF 9990 SF 9990 SF 9720 SF 9429 SF 10199 SF 10199 SF 11664 IF
= I I I OSP A II I ILj8 II II 14
v
8 ------ --- --- 8 17 OSPA 13
9089 IF
1083 IF BLOCK
7 m
p II GOfI\
TT m§&r 9 10 11 12 PA 1 14 15 16 9 LOCK 15
yt L ZONING R-1 BLOCK 16 _ 3
BENCHMARK
I
_ 6
TOP OF RPC (C&H CP. 50) NEAR WEST ROW LINE OF ANDALUSIAN
ELEVATION = 4686.27 FEET(CITY OF BOZEMAN DATUM) u '_ L- F+■1 s s ss s ss ss ss ss I ��
T _ �_ S / PRIVATE OPEN
M
LEGAL DESCRIPTION T T 4 A IF T 6 I[ _ ss IS — L s�AGE_ w
A PORTION OF TRACT 1A, BAXTER MEADOWS WEST 1 I 2 3 +PA 5 6 BOWS 7 6 I 4
SUBDIVISION, PHASE 3B, BEING AMENDED PLAT OF BAXTER g BAXTER MFA \ T
MEADOWS SUBDIVISION P.U.D. PHASE 1, TRACT 1 LOCATED IN I — —I I BLOCK
Q L IABDNI ION PHAS — I \. x,:-��
BOZESW MANS GALLATIN COUNTY, MONTANA.M.M., CITY OF 2 ALLEY O
14
12
9 10 11 5pA A 14 15 16
I I I 3
4 s + >—i L + —04 + 5 T \ w
y� s ss ss _ ss ss 1 V
^'
I I BLOCK 17 /\ .1 I I �I I / \ 1
T� rt ee A 7- OSPA 0
6LOC�6— \PUBLIC PARK \� \ \ \S\ \ W
6 7 8 \ - / 17
2
3 r/I
I v �sv�
\ BLOCK
OSPA E 2 I DRAWING LIST
10 I _ C1.0 - OVERALL SITE PLAN \�
iv I , _T — — C2.0 - SANITARY SEWER PLAN & PROFILE (ANDALUSIAN)
I C2.1 - SANITARY SEWER PLAN & PROFILE (KIMBERWICKE)C2.2 - SANITARY SEWER PLAN & PROFILE (DANUBE)
C2.3 - SANITARY SEWER PLAN & PROFILE (MCCAFFFERI T)
C2.4 - SANITARY SEWER PLAN & PROFILE (FARRIER)
C3.0 - WATER PLAN & PROFILE (ANDALUSIAN)
C3.1 - WATER PLAN & PROFILE (KIMBERWICKE)
C3.2 - WATER PLAN & PROFILE (DANUBE) Drawing Date: 11/17/14
C3.3 - WATER PLAN & PROFILE (MCCAFFERTY)
C3.4 - WATER PLAN & PROFILE (FARRIER)
C4.0 - ROAD PLAN & PROFILE (HARPER PUCKET NORTH)
Scale In Feet C4.1 - ROAD PLAN & PROFILE (HARPER PUCKET SOUTH)
100 0 100 n OVERALL PLAN C4.2 - ROAD PLAN & PROFILE (ANDALUSIAN) C100
C1.0 C4.3 - ROAD PLAN & PROFILE (KIMBERWICKE)
30 0 30 SCALE: 1=100 C4.4 - ROAD PLAN & PROFILE (DANUBE)
Scale a Meters AS-BUILT: 1 O/2 8/2 O 1 4 C4.5 - ROAD PLAN & PROFILE (FARRIE ERTY AND EQUESTRIAN)
Contour Intervals. 1 Foot C4.6 - ROAD PLAN & PROFILE (FARRIER)
C5.0 - STORM SEWER PLAN & PROFILE
C5.1 - STORM SEWER DETAILS
#13187
C1 9CF
o MARK A.
CHANDLER
No. 9518ES
� "3JiT- � • ay9�A�NfCI STER�'��Q?O
'N/NEER PEA
� - BAXTER BORDER DITCH ---_---
� sheet 2 Of 20E
- i'O _ - svU 0 m
- IL � $. - 7 9069 SF C n
0 -Sd�-- 9192 SF L .
10770 SF
11502 SF 0 :38.00'L
�� / 11931 SF 1 0 :38.00'L --- --- (h;---- � `10•pp
BLOCK 19 3 1 A 8+28.32 - S
/ 4/ / 1 2 10149 SF 0 F:38.001 $ __....
2 / ti / � 8903 SF 9834 SF A:7+33.72 + � 55
1 6249 SF / CO / 0 :38.00 1 33qqq±± �-55
6121 SF / i / I A:6+37.95
/ 0 :38.00'L CC b
/ / A:4+a4.78 5 +
OFF:3867.81 STA:1+32.8 3/ / STA:3+3.87 0 :38. ss
00'L
OFF:38.00'L OFF:38.00'L / / OFF:38.0'L 0 :38.00'L I 55
-- _ - - -_-- _ - w ___ _ q� -
55
-SS- -�-
o _ s - _ = S, ss - o
�s ss ss � ss - -- ss � � �' �
ANDALUSIANAVEN 8
T17+49.28 11664 SF
_ FF:38.00'R
FF:38.00'R
SS OFF:38.00'R OFF:38.00'R OFF:3 1 LU
_ --------------
_>�-----_ J------ TA4+92.77 I LU �.
/ STA:2+46.55 STA:38.00'R TA:4+14.02 FF:38.00'R IX
y/L, 8.00'R p'
12027 SF ASS
24 [� O 9 ,'Z 10024 SF
11941 SF 11 iQ 9289 SF LL 10199 SF
I 9 10 10466 SF N LL
W - $ 10764 SF 10754 SF N U r m
12208 SF 2 (� $Cdt�ITL F'
as BLo K 11 �55 So O s
I I 15
q ------ I sodas Metes
9627$SF I I 10199 SF m rw
Owl
VI
4700 1700.00
4695 4695.00
MH 8
SS MH 9
RI
4690 RIM:4686.80 RIM:4688.56 690.00
FL IN (S):4680.06 M
FL OUT(N):4679.91 M
SS MH#7 �f
SS MH#1 RIM:4683.76 � �l
RIM 4681.36 FL IN (S):4677.81 �rl z
468 685.00
FL N(N):4674.56 �`
FL IN(S):4674.50 _
SS MH#6 FL OUT(E):4674.36 12" ORM SEWER 7
RIM:4679.81 L
FL OUT(S):4675.06 �1 a O
468 _ - 6L 680.00
INSULATE 12`STORM SEWER
- 100'X4-XV � O
_ 6"MIN Z(
467 675.00 � M �`
CLEAI I
W
8' WA ER MAIN EXISTING GRADE ( T O
FlNAL GRADE IM�1 M
N m N r M 1`0 N m O r a N N r m N m
N
O0 N N r tO N r V) V) f u) O N O 7 01 7
LJ �� mI� �•,:" W OJ OJ (0 0 O N OO (0 (0 (0 < Y (D a
Or an0 Nn OW0'O N 7 M 60 ( )
0+00 0+50 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
ANDALUSIAN SANITARY SEWER
Drawing Date: 3120114
SANITARY SEWER PLAN AND PROFILE
C2.0 SCALE: 1"=50'HORRONTAL, 1"=5'VERTICAL CIO
AS-BUILT: 12/16/2013
#13187
C1�� qN
9CF
o MARK A.
CHANDLER
- - - - - a No. 9518ES
o
r - OPEN SPACE ---------
---- -------- ---- -- ------- --- -- ------
\ 9� f015TE*
u u ucL _ u e _ uce uce uc uceuj
\ FIGNEER �
a Sheet 3 of 20
`� W I 6121 SF 1.1 TRACT A A
BLOCK 9 Q sl <I 0. 1.00 ACRES N m E
al O y nn
1 2 3 4 5 6 ZI 7 8
a 10221 SF 9600 SF 9800 SF 9960 SF 9800 SF 9240 SF a 9600 IF 9627 IF A SCdt¢ In Feet
O 9 11941 IF W 50 0 50
Q O
STA:1+80.9 STA:2+60.9 STA:3+40.9 STA:4+23.9 STA:5+03.9 STA:5+80.9 STA:6+90.9 STA:7+67.8 2
1 8249 IF 0 15 () 15 TRA ` N
- - OFF:38.00' OFF:38.00' OFF:38.00' OFF:38.00' OFF:38.00' OFF:38.00' OFF:38.00' OFF:38.00' Im
-
� 5 1 A Seale In Meters
8+1.
OFF:38.60'
E STREET KIM ERWICK SS 4C0 mn�mm
E
ss �MEN
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_
19
p ' 1 6 1 SS IS IS S SS IS IS
11396 IF �7 12737 IF 12245 IF Z 11603 IF 6 I
CI I IST G WATER
m Q i 12206 IF �-TO MOVED
= W EXISTING WATER - - --�--
_ `^ TO REMAIN _ -
----------I ✓,
A �
BLOC 10� � w y,
11BLOCK 14 ss -,I i- ss BLOC 11 i '_
I° _ SS_ �� _ --- - - - A-I
18 2 9� 2
10578 SF 11469 IF 10806FSF 10979 IF
mop I I I 10764 IF G I 8903 IF ' - ` I 10
�! sS _II �s �I I « O PA 1 I W
v, a
471 710.00
470 705.00
470 700.00
IS
MI1
#4 \
RIM:4 9fL \ \
FL (S):4685.75 \
-1�IN(W):4685.76.--'.... -Si MH#3 l MM
469 - - 695.00 F�1
i� FL IN (S): 4.07 M
S MH#5/ FL IN (W):46 4
RI :4§90:77 OUT(E):4 8&
F UT(E):4686.2 p w Z
INSULATE Q
469 - 22'x4'X2" \ 690.00 Z
\ S MH#2 a O
IM:4684.07
L IN(W):4676.(2 SS MH#1 G
RIM:4681.36 G
468 1CL MI \ LOUT(E):4fi7.47 FL IN l�wl "7450
1 I 0�� FL IN (N):4674.56 685.00 O
18"MIN FL IN(S):4674.50
V 8"WA R MAIN C EAR \ FL OUT(E):4674.36 EXISTING IS MH 1 0 Z<
IT RIM:4678.68 EXIST.STREET
8 WATER MAI \ FL IN(W):4673.74 CENTERLINE
468 - 680.00 ^ F•�1 LLI
LO4
467 675.00
18" IN y1
CLEAR E N
FINAL G EXISTING GRAD
IE RAD r 8" WATER MAIN I
467 670.00
JW N o p rn a ap N COa <o N N a n 0 <o o°n0 rn <o o c0 cp^ rn^ o�^ o ap r1 of o N
O Nml Mrn a rnrn m m° m O ap p
0 0 .0 a�N ro ro 0 r rn co aj r N
I
0+00 0+50 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 12+00
KIMBERWICKE SANITARY SEWER Drawing Date: 3120114
SANITARY SEWER PLAN AND PROFILE
C2.1 SCALE: 1"=50'HORRONTAL, 1"=5'VERTICAL
C2mlAS-BUILT: 12/16/2013
#13187
Ct 90
o MARK A.
CHANDLER
No. 9518ES
11 99912 7 SF 10408 SF 11878 SF 3 I,� ay9lFi1(��ONE �O
$ 9 10 10899 SF F 9990 SF P
12245 SF 10606 SF 10501 SF
SS
9600 SF I� F
I IW Sheet 4 ofZD
LL
Im�
1 U
U BLOCK C K 10 9990 SF Q
w Q
4 Z z ss BLOCK 1
9960 SF �(< W
O CONNECT TO EXISTING STU6 N
5• BLOCK 9 W 5 6 11951 SF I FlELD VERIFY LOCATION ANW
1 2 3 9803 SF 10151 SF ADJUST AS REQUIRED
to 12737 SF 11469 SF 11392 SF 11250 SF {1�Q1 Lu 11572 SF
U STA:4+72.1 STA:5+48.1 STA:6+3
0 F:38.00'L _ _-_ _1 OFF:38.00'L OFF:38.00'L OFF:38.0'L -_---
-------
3 A:2+27.69 A:3+13 7
Y 0+46.94 7+41.67 :38.00L -- - -J
il�F*:38.00'L F:38.00'L - ---- - _ _9600 Sf _ ---- - GAS �^,--
%. ----- -`- i :a5 1
THOROUGHBRED LAND ss ss -
g
2 - - -- - - - - -- I STA:6+39.5 STA:7+20.1
9600 SF - - -i STA4+76.1 OFA:5+57. I OFF:38.00' OFF:38.00
A:2+25.21 A:3+11.21 OFF-38.00 R OFF:38.00 1
AE0+44.09 A:1+39'21 FF:38.00'R 1
FF}38.00'R FF:38.00'R FF:38.00'R �I
INSTALL SANITARY
h FBI
1 SEWER S RVICES PER COB �I O
SS , I 1 W STD DWG NO 02730-2 W d
NiN 19 18 17 16 Q 15 14 13 12 11 10 a/ T� ^
11396 SF 10578 SF 10827 SF 10946 SF N 10699 SF 10919 SF 11117 SF 11173 SF 11042 SF 10636 SF
10221 SF a 50 Scale Q Feet 50
- OCK 1
- --- - -- -----
-- o .,a� >, - - �ee - ,d�- ,y,- ,v� �I---- - - Scale In Meters
Owl
- � - - - - - - - - - - - - - - - - - ��_ - - - - - - - - - - - -
471 710.00
470 705.00
SS MH#14
RIW46 2.71 Y
470 700.00
FL IN :468s.a1 w
FL IN():4685.46 M
SS MH#4.6 RI MH 13 FL OUT(S):4685.26
RI
RIM:4623,60 RIM:4fi95.27 SS MH#15
FL IN():46-85.75- _ - -- ----- FL OUT(N):4689.67 RIM:
4694.21 EXISTI G SS MH 2
FL IN( ):4685.76 -FL CUT(S):4688.56 RIM:4 92.54
469 - 5 695.00 �/wyll
_ tFL r(S):4682.41
Z
469 _ - _ - - - - 690.00
F O
468 ( 6• 685.00 Lij
CONNECT TO EXIST.STUB. A O
EXISTING GRAD FIELD VERIFY LOCATION
FlNAL GRAD AND ADJUST AS REQUIRED m
468 >> 680.00
w W m N r O 0> <O r a0 O a N O rn<O N N o] 7 O T I N O N y N 7 O
N M W (0 10 N GO N W N (O 7 (0
cp cD cD N O O N W
0+00 0+50 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
THOROUGHBRED SANITARY SEWER
Drawing Date: 3120114
n SANITARY SEWER PLAN AND PROFILE
C2.2 SCALE: 1"=50'HORRONTAL, 1"=5'VERTICAL AS-BUILT: 12/16/2 013 C2m2
#13187
C1 9CF
o MARK A.
CHANDLER
No. 9518ES
ay9� Rf015TERF'�Q?�
F'�Iry�R PE��
Sheet 5 Of 20
-SS BLO K 10 TOP
CK 11 ss 5
I 11502 SF
N Z
2 119 1 SF 11878 SF 11721 SF12024 SF II I f I aL$7
jA:1+a1.12 W �,
Q'� FF:38.00'L
55 L—————————————— ———————— 'L——————— — -
r p� p
N N
.5 ss ss_ ss ss _ — _ ss s NIC sE� ss ss' 10770 SF
W „ q° �
� I U
N ' Sca6e 7n Feet �r
— Ss I 50 0 50 0 A:1+44.29 A:1+28.05 A:2+02.05 A:2+76.05 STA:4+M STA:4+92.7 STA:5+66.1 STA:6+4�8.0 I I o
FF:�58.00'R FF:38.00'R FF:38.00'R FF:38.00'R OFF:38.00' OFF:38.00' OFF:38.00' OFF:38.00'R I o F
INSTALL 4" SANITARY I I 15 0 15
SEWER SERVICES PER COB I Scale In Meters
STD DWG NO 027 0-2 Ill II 1�I 9192 SF II I E-I
- 1 2 3 4 C 5 6 7
11572 SF 9990 SF 9990 SF 9720 SF 929 SF 10199 SF 10799 SF 11664 SF I I-{ ` W
W
g BLOC 12
I� �1
� H 0
�------- ------- ------- ------- ---- ------ v�
9069 SF
6
III
———————
ALLEY
i —
U rn a
471 715.00
471 710.00
470 705.00
470 Ss M
FL our w):46 1.56 700.00
( L
SS MH 14 / RM:4 595y9 M
RIM:489.71 / t'L 0IT(E):46$8.17
FL IN():4685.41 �rl z
469 695.00 fi)
FL OLIT(s):4685.26
z
/ In 0
469 \ 690.00
z
0 z
468 I \ 685.00 ~ G
w
A o
468 680.00 m
1
467
EXISTING GRADE
675.00
FlNAL GRAD
J n o N a s 0?n o r7 o 0 m m o^ N a c^ m N m^ rn N
w "'c o ad n w i Ov vi a
0+00 0+50 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
MCCAFFERTY SANITARY SEWER
Drawing Date: 3120114
SANITARY SEWER PLAN AND PROFILE
C2.3 SCALE: 1'=50' HORIZONTAL, 1"=5'VERTICAL AS-BUILT: 12/16/2 013 C2m3
#13187
C1 9CF
o MARK A.
CHANDLER
No. 9518ES
ay9� RfeI STER��Q4��I �
8
9627 SF
BLOCK Il W Sheet 6 of 20
Qa 5 6 11721 SF
SS 4 y 9188 SF 9849 SF i. S C m EE
1 2 3 10490 SF w n� N
11603 SF 10979 6F 11225 SF Q.
9600 SF I`^ A:4+34.46 A:5+05.36 --- ----7
A:0+44.66 :50.00'L-----
FF:50.10'L S A:1+37.71 A:2+29.82 STA:324.85--
-- 0 F:49.98'L
OPEN SPACE
s
I ss ss ss ss ss- ss ss
Ss - W s ® S ON
SUBDIVI519240BOUNDARY _ IN ��-_- HARRIER LANE_-___ -__- --- 77 FF:38.00'R---- --------
I1�2
6 _ As+ol.oe t .
- -- SS
- - __ - OFF:38 0'R 8 c
A:0+46.86--- -1_ :3+08.97
FF:38.00'R STA:1+44.23 -- TA:2+25.96 8 2 F
OFF:37.90'R OFF:38.00'R
FF:38.Op .. -
,� I STALL 4" SANITARY LU
WER SERVICES PER COB 13 14 IL 0
�a1 ,g S D DWG NO 02730-2 11 12 10406 SF 11878 SF LL
U a
IyI 8 y 10 10899 SF 9997 SF V
[p_jy 5 1224.5 SF -10606 SF 10501 SF `^ SS W
9600 SF
BLOCK 9 BLO K 10 a O/
/ m {� W
z
a W y
O
4 a: SS
9960 SF
N 7
j I/ 1 2 3 4 9803 SF 101511 SF 11951 SF 12737 SF 11469 SF 11392 SF 11250
SF FBI
Scale
In Feet
50 0 50
15 0 15
Scale In Meters
471 - 4715.00
471 710.00
4705 705.00 M
SS MH#11 SS M #12 -- z
RIM:4698.65 - RIM:4 99.83
FL N):92.25 _ FL-- -(N):4694.23
O (
4700 ' FL OUT N):4692.05 -- - 700.00
Z
Ink 0
SS MH#3
4695 RIM:4691.32- - 695.00 Z
FL IN�):4684.07
FL IN( ):4684.07
FL OUT E):4883.87 _0Q
469 690.00 M LLI
0
468 I 685.00 m
EXISTING GRAD
FINAL GRAD
468 ' - 680.00
LJ.
O N N O^ M O N r'l r � DON �N r n
U) r -. N m pOj O O Oi c6 rOO O m
J
0+00 0+50 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
FARRIER SANITARY SEWER Drawing Date: 3120114
rj--�SANITARY SEWER PLAN AND PROFILE
C2.4 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL C2m4
AS-BUILT: 12/16/2013
#13187
C1 9CF
o MARK ACHANDLE.
No. 9518ES
-- I C
BORDER H
� 5 F
BARTER- - - ► ------- e
o
d _sdo She t 7 of 20
----- ABANDON EXIST.WATE U
INSTALL 11.25'BEND I ^ ^ --- C m
AND CONNECT.70 �� _----- SERVICE, REMOVE CU 8 n r`
EXISTING 8"WATER MAIN ^ -- ABANDON EXIST.WATER BOX,AND CAP AT MAI EXISTING 9069 SF Ul$
- - C
________ o ^ ^ -- -------- ---- SERVICE, EMOVE CURB 7 WATER SERVICE .
BOX,AND CAP AT MAIN 6 EXISTING 9192 SF T REMAIN --
-- / / r--- ; 5 10770 SF WATET SERVICE
]
ABANDON EXIST.WATE 4 11502 SF
/ /EXISTING ATER MAIN 1 SERVICE,REMOVE CUR 11931 SF STA:8+59.73
I 2 10149 SF 10
BLOCK 19 BOX,AND CAP AT MAI 3
I OFF:38.00'L --
II
2 / / / TO BE A MINED 8903 SF EXISTING I +STA:7+65.43
9834 SF _
1 8249 SF / ABANDON EXIST. I EXISTING WATER S RVICE STA6+69.96 FF:38.00'L + 33
WATER SERVI E TO REMAI OFF:38.00'L $ --- _
6121 SF + W TER SERVICE, $
/ R OV�E CURB BOX, TO REMAIN
/ AND CAP AT MAIN - +
STA:0+50.33 STA:1+15.33 / / STA:3+57.62
OFF:38OWL / OFF:38.00'L _-- ----
_
1
REMOVE CROSS AND REMOVE 20' EXISTING IT EXISTING FIRE o
CONNECT TO EXISTING 8"WATER MAIN - HYDRANT U
$� S.
WATER MAIN $ $ $, ~ 5 1 gyy + -- o
M M M M M „+,ANDAL IAA VE. $ N ---OFF:878.96 8 w
INSTALL 43 LF OF 2"'TYPE K _ _ _ _ -____- _-_ OFF:38.00'R 11664 SF Z
COPPE L W a - - - - - --_ --STA:6+97.56 J
3 PER COB STD DWG-W.-02660-7 -- - -STA:6+23.54 OFF:38.00'R INSTALL 22.5E BEND Z
�� _ --- OFF:38.00'R AND CONNECT TO 3 Q
_ A--- XISTING 8"WATER MAIN - W
I- -------------- STA:2+77.32 STA:3+6E81 STA4+37.55 OFF:38.00'R rt
/� OFF:38.00'R OFF:38.00'R OFF:38.00'R LU
FF:47.50'R EXISTING WA MAIN R OCATE EXISTING FIRE 1 14 J
18: TO BE ARAN NED INSTALL 1"W R SERVICES PER H RANT AS SHOWN TO 13 12027 SF 3
DW NO.02660-6 6TA.5+88.15 12 10024 SF W �I 0.11941 SF --- ((T OFF.20.59'R 9289 SF 7
10 10199 SF
10466 SF I /�
III.` $ 10764 SF 10754 SF I�yj �I
lzz8 sF u9 a Scale In Feet Q04
a l BLO K 11 a i N 50 0 50
rn _.Y 15 0 15
Z 3 U Scale In Meters I��I
w -----+---- ------- w ir/C
a _ J
Q 96276 SF � ' i 3 10199 SF
Ili
4700 700.00
T
469 INSTAL 257 LF OF 8"CLASS 51 DIP WATER IN 695.00
INSTALL THRUST BLOCKS AT AL REDUCERS,MES,
AND BENDS PERCOB STD N0.02880-1
INSTAL THRUSTBLOCKS AT VALVES r D
469 LARGER PER B STD DWG N.02GOD-3 ' 'x 690.00
men
468 `�9 ¢ 685.00 Q
off, + - - - - - - -
T8'SANITARY SEWER Z
Ink O
468 680.00
12'STOR SEWER 18,MIN zaFv G-
12'STOR SEWER_ - - - ) ""'� CZ
467 675.00 O G
INSTAL, 8'CAP18'MIN 8' ARY SEWER--'CLEAR IN
SUIW
TYP
AND
THRUST BLOCK CLEA2 CTYP)
SEA 2+44 WATER N EXISTING GRAD O
STA 0+04 REMOVE CROSS AND
INSTAL 2' LOWOFF CONNECT TO EXISTING FINAL GRAD
467 e"WATER MAN 670.00 m
COB STD DWG NO.0 660-7
> N N N r M a0 O) O r O N N r 0 N r m Y N O 7 r N N M N r 0 N r �N �M
N O N O Y m Y
NCO
r^ r r r r r DJ DJ DJ of '0
C�(, m 10 1p 1p 1p b !D b 1p t0 1p b 1p (D (D 1p 1p !D 1p 1p (D
0+00 0+50 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
ANDALUSIAN WATER
Drawing Date: 3120114
WATER MAIN PLAN AND PROFILE
C_C AS-BUILT: 12/16/2 013 CIO
SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL
#13187
C1 9CF
o MARK A.
CHANDLER
No. 9518ES
I L�-- -----OPE14 SPAGE�- _T�l QPEH-SPACE �_ - --- F w - ay9� qfC I STeR�Q4�o
F'1GINEER PE��
;,�.. UGE UGE GF L-E
LI
Sheet B of 20
r-j _T
BLOCK9 I'll IF
EW FIRE HYDRANT
2 3 5 6 7 8 4
STA.8+67.86 u�
1 C
10221 IF 9600 IF 9800 IF \ 99 20.0960 IF 9600 IF 9240 IF 9600 SF 9627 IF
OFF. L
a z
INSTALL 1 9
WATER SERVICES PER 11941 IF
COB STD WG N0.02660-6 --I
STA:1+53.09 STA:2+35.90 STA:3+15.90 STA3+97.40 STA:4+78.90 STA:5+57.40 STA:6+65.90 STA:7+45.92 1 6249 IF N
D _ -- OFF:38.00'L OFF:38.00'L OFF:38.00'L OFJ 38.00'L OFF:38.00'L OFF:38.00'L OFF:38.00'L OFR:11.00'1_
+ STA8+21.14 @E
A - OFF:38.00'L 3 ! 11-T
m pi
� I I
RELOCATE EXIST.FIRE [[[
-0 CC - g _ o v�n.e wn�lvE BRA g -- 8 I / I 22.5 BAND MINUS 3.5' STA.9+5 OBSHOWN TO N �
- W W w - w W W w W W W w W - w W w w Cm Q!
Q OFF. 18.96'R Scale In Feet
C) i S v n n 1 41 3 HORI EFLECTION _ p¢'
XTA: 02.05 INSTALL 2 BLOWOFF 22.5' BEND MINUS 3.3' I 1 \ 11.2 BE�I D�P!<US 4. b 50 0 50 ®6
ETFF: 0'R PER'COB STD DWG I �, �.om�OEFLECTION 1 1 HORIZ. ECTIOW \\
NO. 2660-7 $ r
p ------ }. ., \ �^� 15 0 15 ifl
r---- I $I 'T I 11.25' BEND PLUS 4.3' Scale In Meters -
LU I I-_ I IZ.DEFLECTION
19 1 \ 8 1�_ - 1 A NDON'145' E ST. 1 L
11396 IF 12737 IF 12245 IF 11603 IF 8 \\ "WATER MAIL
• 1 1 _ 12206 F [7]
_ I I REMO EXISTING - ^
Q �.... I 8"WA R MAIN Z �
;BLOCK 14 BLOC 10 \ - zl H O
x BLOC 11 I � z - - ' `�
z o a4
A da
6 1„ -- 2 -1--- - �s 2 U r� rya
10578 IF 11469 IF 10606'IF 10979 IF y
471 4710.00 W
a
4705 4705.00
4700 INSTALL 1055 LF OF 8"CLASS 51 DIP WATER MAIN 4700.00
INSTALL THRUST BLOCKS AT ALL REDUCERS,TEES, y \
AND BENDS PER COB STD DWG NO.02660-1
INSTALL THRUST BLOCKS AT ALL VALVES 6"AND / \
4695 LARGER PER COB STD DWG NO.02660-3 ' 4695.00
0 Pry
\ y.
469 _ 4690.00 `
3 ¢ M
0 ti F+�1
DEFLECTION Z
1.5�VERTICAL
468 VERTIC \ 02+x �� + .6 y0x %' 4685.00 Q
EFL
¢ O�
sr 0+00 1 I 1.1'VERTICAL
INSTALL r CAP DEFLECTION
AND THRUST BLOCK �� F�1 .1111. 1����llllllll
468 4680.00
INSTALL 2"BLOWOFF z
PER COB STD DWG � ^
N0.02660-7 8"SANITARY l- - - - - O Q
467 4675.00 w
18"MIN STA 10+:i7.53
CLEAR CONNECT TO EXIST
8"WATER MAIN - O
4 I
467 DEFLECTION 2 VERD,u 4670.00 m
DEFLECTION rw
EXISTING GRADE
VI
FINAL GRAD
466 >> 4665.00
w 10 00 CO c0 N N 'n 7 r p c0 O O� <O O 'D <O r m^ 00^ O pp n 03 p O u�
L j of r cD N r7 p O QO I�16 M pi
N of p
w W c�0 c�0 cep cep cep c�0 c�0 00
c^O c^O
ar N n N
a a a a a a a a a a a
0+00 0+50 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 12+00
KIMBERWICKE WATER Drawing Date: 3120,114
WATER MAIN PLAN AND PROFILE C3m1
C3.1 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL
AS-BUILT: 12/16/2013
#13187
C7 90
o MARK A.
CHANDLER
No. 9518ES
13 1412 III ay9� �f015TER4'�p?�
3 .,(. 11 9997 SF 10406 SF 11878 SF 3
6 - y e 10 10899 SIF 9990 SF kCS?
r0 12245 SF �10606 SF 10501 SF
9600 SF
Sheet 9 of 20
3 Lu -
I -
C
a 2
3 9990 SF Q
z
9960 SF ---� W BOCK 10 p U BLOCK 1 >.
LU N �,
3 Ix
BLOCK9 3 4 5 101511 SF 1191 SIF
Y 12737 SF 11469 SF 11392 SF 11250 SF 9803 SF [�1�
3 W
3 11572 SF C
W STA:4+49.00 STA:5+24.97 STAG+08.87 INSTALL 24 LF OF 2"TYPE K
3 0] STA:2+55.48 STA:3+41.25 OFF:38.00'L _ OFF:38.00'L COPPER PIPE AND 2'BLOWOFF
STA:1+69.46 OFF:38.00'L _BWG9600 SF STA:0+.00'L OFF:38.00'L -rr_ OFF:38.00'L_____ - ;;a-1 -- - -0��Z J
-OFF:3B.00'L
3 Y _ OFF:38.00_L -- - _ - -- _-- �.i ,.._ w GAS c.S 6� 12.4' H RIZ. BEGIN HORZ I.
_ y DEF,LE N g CURVE _
_ sTHOROUG BRE LAN - 25 -
TEE'PITH 1.4' 0+34�1 = - g S
S 7
HORIZ.DEFLECTION g WY61� ,� 8 7 - W w vy W m w W W W - -
•
W W W W _ FIRE-HY T __ --
w - _ _ - _ _ - _ - = TA.4+1757, 19.20'RI T _ _ I- - - - - __
O F.20.46'R- _ _ _ _
2 - _ _ _ - - - I STA:S 17.39
9600 SF 6
3 STA:5+32.26
STA6+13.58 STA.+95.00 STA:7+76.60 OFF:9.57'
STA:'+37.92 STA:+52.78
STA:1+66.42 STA:2+52.42 OF:38 OFF:38.00'R OFF:38.00'R OFF:38.00'R OFF: OFF:38.00'R
STA:0+75.85 OFF:38.00'R 00'R
OFF:38.00'R OFF:38.00'R R wFl^ylyl
CONNECT T EXIST
INSTALL 1"WATER SERVICES PER 8'WATER AIN AT L
COB ST DWG NO.02660-6 EXIST 8 VALVE
19 18 17 16 15 14 13 12 „ ,0
11396 SF 10578 SF 10827 SF 10946 SF 1 699 SF 10919 SF 11117 SF 11173 S 11042 SF 10636 SF I.ly
-II Scale In Feet
10221 sF wM
I
LOCK 14 EEmAF!%mmmmmmi
-------- --------
I see ae ve - �,V- -sve see se°,-- - --��---- --- Scale In Meters Y�
Owl
- sZ - - - � -- - - - - - -
471 710.00
7
470 \�0 705.00
b INSTALL 1139 LF OF 8"CLASS 51 DIP WATER AWN
INSTALL THRUST BLOCKS AT ALL REDUCERS,TEES,
AND BENDS PER COB STD DWG NO.02660-1
090 9° INSTAL THRUST BLOCKS AT ALL VALVES 6"AND °p.
x chx LARGER PER COB STD DWG NO.02660-3 0 Q
470 - a ° x`O 4700.00 rT, z
.X
x
469 ---- --- _ + 60m �. - 4695.00 z
O
0
469 _ - - - ----- _ z z
_ 4690.00
-- STA 8+34 O G
1 CONNECT TO T EXISTING
G G
0.9' WATER MAN 0. EXISTING W
1.6'VERTICAL DEFLECTION 8"VALVE-0.9'
4685 18•MIN DEFLECTION VERTICAL ON 685.00 ^ O
CLEAR
8'SANR SEWER m
OS INSTAL 2•BLOWOFF
DEFLECTIONEXIING
STING GRADPER COB 5TD DWG
FINAL 1 9' NO.02660-7 rw
468 680.00 VI
J� �o
ww mr�i tOa rn m � m m � ° m s� tO ^ Rv °' m - 0
ui u ui i im r
a vi v �a �w roN
rn rn m rn rn rn rn rn rn rn �rn rn rn rn rn rn rn rn rn
0+00 0+50 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
THOROUGHBRED WATER
Drawing Date: 3120114
WATER MAIN PLAN AND PROFILE
C3.2 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL AS-BUILT: 12/16/2 013 C3m2
#13187
Ct 90
o MARK A.
CHANDLER
a No. 9518ES
=- ---- Rf0 I 2
I 9 I STE,`m
1 11502 SF
------- ----_ ----- I BLOC 10 BLO K 11 5
op I
- 1 0 11951 SF 11878 SF 11721 SF 12027 SF 11 - I S)L2Qt 10 Of 20
I 1
O NEW FIRE HYDRANT 1 D I ' C m
1 OFF. 17.85`
CO
°v II ► .
8 8 8 8 8 _
o 8 N 6
r _ 10770 SIF
Ss lL
w w w wf w w w w w w w mw N
- '"
STA:0+71.33 STA:1+50.05 STA:2+24.05 STA:2+97.5 \FFR
9 STA:4+70.69 STA:5+43.78 STA:6+21.06 1 I a
F OFF:38.00'R OFF:38.00'R OFF:38.00'R OFF:38.00• OFF:38.00'R OFF:38.00'R OFF:38.00'R I II
INSTALL 1"WATER SE ICES PER 1
COB STD DWG N0.0 660-6 U BLOC 1 2 1 7 II
F a 11 9192 SF I" N
1 2 3 4 6 7 1 SF 9990 SF Soso SF 9720 SF 10199 SF 10199 SF 11664 SFScale In Feet
50 0 50
L---- -- ------ — -- ------- --
-- ------- -------
------- I 15 0 15 W
8 I ALLEY Scale In Meters
I � SF I r�I!
T SOBS
f — — 7T — � — vs
3
4715 4715.00 U a
471 INSTA 680 OF 8'CLASS 51 DIP WATER N 4710.00
INSTALL THRUST BLOCKS AT ALL REDUCERS,TEES,
AND BE DS COB STD DWG NO.02660-1
INSTALL RUST BLOCKS AT ALL VALVES 6'AND
4705 - LARGER P R COB STD DWG N0.02660-3
�` 705.00
+ o
4700 x�yy \ ` ^ 700.00
♦>h° P
4695 :• x --4695.00 wen
Q
J
••?�rO � P6
Tj
x 0�
•.y.�P b 0
4690 ,max 4690.00 z
ytP
�� a o04
D. CIION G
1.ff VERL ..
ass J TICA asas.00 O
iCLEAR
SEWER ry Q
8'SANR TT
I / IXISIMM,8' '1'
1.6'VERTI J LJJ
4680 DEFLECT N 4680.00
ST 8+74 A 2.0 NET TOIXI NG OC
MM
-EXISTING GRAD
DEFLECI ION 8'WATER MAIN
FlNAL GRAD
467 >> 4675.00
w W N m Muil0 n n n 10 0 �a �N �O 1 6 �I�
1r '6 r r r 01
I
0+00 0+50 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
MCCAFFERTY WATER
Drawing Date: 3120114
WATER MAIN PLAN AND PROFILE
C3.3 SCALE: 1"=50'HORRO.. 1"=5'VERTICAL AS-BUILT.- 12/16/2 013 C3m3
#13187
C1 9CF
o MARK A.
CHANDLER
No. 9518ES
ay9� Rf015TERF'�Q?�
BL CK 11 6 7 3 Sheet 11 or zo
5 11721 SF
W Q 9649 SF ~
S at 4 V) 9188 SF LU LU
C m�
to 1 2 3 10490 SF Z 0!
Lu NEW FIRE
U 11603 SF 10979 SF 11225 SF Q. STA.OFF 20.7 86 RANT-------- -------J-
' 7 Y 0 OFF.20.74'R F
' 9600 SF NEW FIRE HYDRANT W --
STA.0+35.66 -
1tlf
w OFF. 19.40'R b iM 11 V4.11'
DEFLECTIONam -- I im-- - __
IUGE"_ OPEN�.: Y - I I L)_-- --- - - ..SPACE 4 t a
I
1 1
I W
1
—1 $ I 1
W - - _ I
i w FARRIER ANE /� --- - - - �I
// r - - �r•LN ,FIRE HYD_46 T- - rl
6 -------__ __-_ -----
------ J +I �17c + .87
---- � $1 101 OFF.20.02'R
9240 SF __ - - _ ___- � -_ T _ 8
--__ _ - -_ -----.___- -----
3 i F
HO INSTALL 1"WATER SERMC S PER
DEFLECTION COB STD DWG NO.02660 6
14
12 10408 SF 11878 SF O
3 6 �R 10 10899 SF 11 997 SF
55 12245 SF 1096 SF 10501 SF
9600 SF
BLOCK 9
BLO K 10 Scale In Feet H gyp/
Q 50 0 50 d W
Z 3 15 0 15 n/ M
-� W Scale In Meters
4 D.
999 SF "" O
K
? �
4 6 7
s 11951 SF
2 3114 9 SF 113 2 SF 11250 SF 9803 10151 SF fT
� I 1 73 SF F•`y a
4715 4715.00
4710 INSTALL 694 OF 8"CLASS 51 DIP WATER MAIN Q" 0
INSTALL THRUST BLOCKS AT ALL REDUCERS,TEES, x .x
AND BENDS PER COB STD DWG NO.02680-1
INSTALL THRUST BLOCKS AT ALL VALVES 6"AND •x
4705 +a0 +�PER COB STD DWG N0.02880-3 705.00
9
0<
Z
d e°j Q
4700 x p }•O'x• _ _ 700.00
♦ P 2 —
Ink 0
�
4695 - , 695.00 z,r z
VERTICAL O
I DEFLECTION
4690 690.00 LLI
1.1,TOTAL O
70N
468 685.00
8"SANITORY SEWER 18"MIN VI
CLEAR
EXISTING
1.8'VERTICAL FINAL GRADE
468DEFLECTION- 680.00
> I� O N O N M m M <O r M
w a 0 N in N O^ r�O r N M r 0 N .Y m N in N
c0 c0 r r r C6 O) m O
0+00 0+50 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
FARRIER WATER Drawing Date: 3120114
WATER MAIN PLAN AND PROFILE
C3'4 SCALE: 1"=50'HORIZONTAL, 1"=I'VERTICAL AS-BUILT: 12/16/2 013 C3m4
#13187
Ct 90
MARK A.
+-
M__j
CHANDLER
No. 9518ES9600 SF 9� 0KIMBERWICKE STA 2+57.M TM}E80 F'1G�NEER N�
(THOROUGHBRED STA 0+00 00 n T O(v t I
+ .00 1J L l
I BLOCK 9 Ll i stet tz of zo
to 9 18 17 16 15 14 13 12 11 10
11396 SF 10578 SF 10827 SF 10946 SF 10699 SF 10919 SF 11117 SF 11173 SF 11042 SF 10636 SF [ m
POND A OUTLET STR TURE ^^
10221 SF RIM:4684.25
FL OUT(W):4681.00 .�
6'CVSS II TRAIL ❑4
COB STD DWG
--NO.02529-18- - STORM A 0 N tl
-----STOR{STREET--- L-------- 1
--- - - ______
_ SIGN - ---_ - ------_
REVERSE TURN SIGN W1-3 m
DOUBLE GUTTER WITH W13-1P(25 MPH)125'
DWG-NER SM O.025 FROM BEGIN TRANSITION
299-11
fi.00'ASPHALT PATH PER COB
STA 7+TION. BEGIN STD DWG NO.02529-17 eyy
TEMPORARY TRANSITION.MATCH y.
EXISTING MILLINGS PAVEMENT.
L=8 6 91
- - - - - - - 'o
R=3 o
00.00 _ 60.00'CENTERLINE TO ROW BL3�z.Goo� HARPER PUCKETT ROAD
T g
C U
....................................................................^
v + M Y
n 4=16'35�52" �Ag+19.78 FWiPER PUCKETT STA 9+50.79 SUBDIVISION BOUNDARY CENTERLINE PROFILE ALIGNMENT f ^
_ L=86.91 FNp 7RANSIDON JgMBEBmCKLSTA=0+00.00- FFN+yI
EXISTING COUNTY ROAD3d0.0� - - - - - - - - - - - - - - - -
(MILUNGS PAVEMENT)
BEGIN CURB ON WEST SIDE W
REVERSE TURN SIGN ST INLET �)
WITH W13-1
P(25 MPH)12H)125' TBC:4684.35.35 POND A OUREf
FROM BEGIN TRANSITION FL OUT(E):4681.39 FL•4679.51
v � a
50 Scale 0 Feet 50 QI
5 0 15 V^
Scale In Meters 1Q�'
;54 a
471 L 710.00
LOW PT ELEV: 4687.50 LOW PT ELEV: 4685.55
PVI ST1.9+50.79 PVI STA:13+97.47
PVI ELEV:4687.96 PVI ELEV:4685.23
au K:1 7.97 K:105.54
470 - ^ LVC:150.00 LVC:170.00 705.00
Y
mmm ON� 7mr �00 v0 rio N0 yIKw1`'l' w
10 0 c co0 M Ili ww
co
z
470 6i> 700.00 QY 6i M Qz
II
CENTERLINE GRADE A O
469 J - - - - - 695.00 F�1 C
MATCH EXIST G
469
O
-2.00y,
G
690.00
Lz:::�
1.00% ^ w
468 - - - - - --- -- ---- ---- - _ _ - - - 685.00
GRADE
12"STORM SEWER
EXISFlNAL TING GRADE
468 r 680.00
J O m t0D NW b n O 7 � W 0 W N ^ NO O 10 10 N
O rn 0 0 ao
a1 2
tD Ql tD
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
HARPER PUCKETT (NORTH) Drawing Date: 11/17/14
ROAD PLAN AND PROFILE - C4mO
C4.0 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL
AS BUILT: 10/28/2014
#13187
C1 9CF
o MARK A.
CHANDLER
No. 9518ES
ay9� RfeI STERF'�Q?�
F,1Glry�NT��
Sheet 18 of 20
4 \ /
2LU BLOCK 15 \ @ m
11 10 9
SF 11042 SF 10838 SF J 1
z z
W III OPEN SPACE
LU
SIGN LUTRACT 5
c7 � — _ _ — � — — _ � _ � C.O.S.No.zzoz
1 1+0.00
6.00'ASPHALT PATH PER COB CENTERLINE TRANSITION g U
STD DWG NO.02529-17 (NOT PROFILE CENTERLINE)
STA 25+16 END TEMPORARY 0 8
TRANSITION. MATCH EXISTING c�
ABC2.00'BC 60.00'CENTERLINE TO ROW I 100.00'TANGENT MILLINGS PAVEMENT g
T
d=6'38'37" g
• I L=1 .9
.n n = 7"
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
d 6
HARPER PUCKER EQUESTRIAN STA STA 19+0+65.00.84 00 HARPER PUCKETT ROAD i _ '38'3
I L=115.96
I
R=1000.00
END CURB ON WEST SIDE I Ey
SUBDIVISION BOUNDARY SI EXISTING COUNTY ROAD:��_
FBI O
CENTERLINE PROFILE ALIGNMENT (MILLINGS PAVEMENT)
Z77, a v
Scale In Feet W
50 0 50
15 0 15 ; Qi
Scale In Meters
4710 0 4710.00
a;
N
N
a I M
4705 a 4705.00 F+�1
0 N M Q
+ 6
rm W Z
Of
II ro
4700 Na, ro 1 4700.00
o a aT1 z
m
W II
4695 a — 4695.00
w - - — 0.78 _ _ - - - - O z
MATH EXIST ry
4690 — — 4690.00 w
S RFACE FROM P EVIOUS TOPO ^ o
4685 - 4685.00 m
RECENTLY SURVEYED EXIST NG
HARPER P CKETT CENTER NE
EXIS'RNG GRAD
FlNAL GRAD
468 > 4680.00
D2 7 rn M N n r2 m O
W W m m m m m rn m m m m
17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
HARPER PUCKETT (SOUTH) Drawing Date: 11/17/14
ROAD PLAN AND PROFILE C4.1 SCALE: 1'=50' HORIZONTAL, 1'=5'VERTICAL AS-BUILT: 10/2 8/2 014 C4m1
#13187
C1 9CF
o MARK ACHANDLE.
9518ES
-
T
Sheet
Gflery�I ST EPREA
V�
14 Of 20
ol
9069 SF
91925E � L
5 10770 IF
11
1502 IF
BLOCK 19 3/ / 11931 IF
EE
/ / 1 2 10149 SF
2 / ,00 / 8903 IF 9834 SF + 1+
1 6249 SF
6121 IF / I G=10*18'28" CJ QP®11
INSTALL() 12" / R=2350.00
————— ——-IUre6ff*-cu R+S— $ S7 NAVE. a
+ pNDA1-V —DOUBLE GUTTER PER COB I o U
g g STD DWG NO.02529-1 s
_ d C TO TBC o 8
DALUSUW SfA 8+58.67 11664 IF _
INSTALL DEAD END _—————— W CAPFERTY STA 6+86.84
BARRICADE PER COB
sro DWG No.osalo-z — -------------- ———————— ---_---5.0 (TYP)----roo (iYP)---- W
PEDESTRI CROSSING 14 W Ln
V SIGN W11- W/W6-7P W
STOP/STREET SIGN ( ) 13 t2027 5F IwTI-�II� J LL
9 12 10024 SF LJ Q H l� O
11941 SF 9289 SF 7 lLLJII
6'CLASS II TRAIL 9 10 10466 SF 10199 IF Q
PER COB STD DWG
NO.02529-18 8 10764 SF 10754 SF
N Scale In Feet
12206 IF f0 0 50 U `�
'(1♦g fa
BLOCK 9 BLO K 11
Y
15 o 15
8
e'f9+[ZOd 6'CLASS II TRAIL I 6 I � U Scale In Meters
�I a
9627 SF PER COB STD DWG
NO.02529-18 10199 SF 0 a
I m
0
M
+
O
4700 4700.00
II
II a ro
0 0 ra
n nO
O� m 0+7 Y�
+
469 N } 695.00
O O>o + N Z~ O]+ N N O W W w II
N w p
+ II II II ¢ w
O ¢ F N¢ p U w MATCH EXI
469 II 'YQ�~0 Z 690.00
QY�
Y 0i �ca 0
v .95%
m M-
0 _
o w _
468 m ¢ �o w 957. 685.00 W z
o c3�'
INS rALL DEAD
END 3ARRICADE 0_8 % In 0
468 — 680.00
467 675.00 O Q
IXISIING G LLI
FINAL GRAD A 0
467 4670.00 M m
wEj M N m N r 00 a N N O O^ co a N N r N 0 rn a a N m 0 N M N h 0 N h a M (l��i�'•��
N O 7 00 N N 1� N 1� � 10 � t0 � �N O i0 O a W a
W W Qj N O t0 O r O of_ m_ O_ O N Cl M N M N d M Y r'l' 6 (6 (6 ^ u�^ U1^ (O 06 rw
00
'0v�t0 O t0 t0 O t0 t0 N tp O O t0 O N O t0 O t0 t0 O t0 t0 t0 O O t0 O t0 t0
wCD
0+00 0+50 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
ANDALUSIAN AVENUE
Drawing Date: 3120114
ROAD PLAN AND PROFILE
C4.2 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL AS-BUILT: 12/16/2 013 C4m2
#13187
C1 CF
I 7 o MARK A.
CHANDLER
- - - - T No. 9518ES
ST ay9� RfeI STER��Q4��
I I L - --- -- ------ I ;2 �
n_=16'35'52" e L=86.yy1 6'CLASS II TRAIL -
R=300.d0 PER COB STD DWG Sheet 15 Of 2O
No.o252s-18 TRACT A1A
� 6'3S' 6'CLASS II TRAIL L 6.91 LOCK ER COBSTDDWG 1.00 ACRESR 00.0p NO.o252s_18 rRLOCKI
12 3 4 5 6 7 810221 SF 9600 SF 9600 SF 9960 SF 9600 SF 9240 SF 9600 SF 9627 SF 1+ 00
911941 SIF INSTALL(3) 12" INSTALL(3) 12" A=16*5208 � TR/- -_ UTILITY CULVERTS ,-� UTILITY CULVERTS L=50.EN0 7RANSDIN R=170.00
Bret, --- o -- ... ST _
HARPER PUCKER STA 9+50.9 r 11 n I D P LA
T
KIMBERWICKE SFA-0+00. 1 / In L
E+ .ao ,�. I A M E N '
KIMBERWIq�STA 2+57.10 KIMBERWICKE STA 5+86.04 I '�1 `\ o 8
10 THOROUGHBRED STA 0+00.00 STOP/STREET FARRIER STA-0+00.00 D U LE GUTTER PER COB nl WWW
DOUBLE GUTTER PER COB SIGN(TYP) 5.00'(TYP) DYIG NO.02529-1 I / 1 ST ST 1`
sro DWG No.o252s-t \ 81 � KIMBERWIC E f 1 KIMBERWICKE STREET
ANDALUSIUII 1
1 \ 8 I I 1
I I I 11396 98 SF I 12737 SF 12245 SF I I 11603 SF I � I IN ALL(3) 12" � W
1+ 1+ t2206 SF - - - -T T CULVERTS raa,
g ,s T ---- L-- w
Z UTILITY
ST-
� K I � s+1.7 44.13 �- _ --� �-------
;BLOCK 14 A BLOC 10 ; a ; BLOC 11 w - GG
Z - - - � fy
18 2 2 - _- __ _ 1 e':T3 2 N :3+36.s4 II QI
10578 SIF A 11469 SF 106LF 10979 SF 9 N J I ' _ I I � U
m 10764 SF Q 1 _ ` 1 h+T\I �V
2+ 2+ O 8903 SF I `/
cal
50 0 50
15 0 15
Scale In Meters
471 710.00
HIGH PT ELEV: 4695.42
PVI STA:3+86.11
PVI ELEV:4699.47 o
M o K:49.42
LVC:400.00
470 00 II 705.00
o voi
O
O
+ � II Gi w �O 6j I;i4
+ �m mm
II � rn of d II
+
N
Y.6N^ m
469 a Y II II 695.00 F�1
a
m ~� + m M� p Q
w II ma / \ Ina m o p
a� w II �a II `� o^
mw m Ned o+ Z
469 w y m 690.00 I-
2g1 �a<
``390 r,w m IIo Noo Fr1
HARPER P JCKIETT
468 - - \ m 685.00 7..
I I -1.989,' w II O Z
U �1 C
C0 w MATCH E%I M C
468 -1.80, w
680.00 ^ LLI
467 - - 675.00 F� m
I _
EXISRNG G I
FINAL GRAD
467 670.00
�j N O O) ro c0 N r` c0 N O t0 t0 D7 N of M O M PJ O u7
m m r r r N m O
w W ml O r rn W O M) 7 O N O N 6 N r',p O 05 I�N M Nj O>N N N Q r 0j tD aj r N
m m cc m m w m m m „ m m m r m n n m n^ n^ n n
I
0+00 0+50 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 12+00
KIMBERWICKE STREET Drawing Date: 3120114
ROAD PLAN AND PROFILE C _ C4m3
4.3 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL
AS BUILT: 12/16/2013
#13187
C1 9CF
o MARK A.
CHANDLER
a No. 9518ES
13 14 I y9� �f01 STERF'�Q?�
5+01.00 11 999?SF 10406 SF 11878 SF 3
8 y-e 10 10899 SF 9990 SF
5 12245 SF 10606 SF 10501 SF
9600 SF 00
I
+� sheet 16 of zo
aR — —
/ Ic
6 CLASS II TRAIL 2
PER COB STD DWG 9990 SF Q .
BLOCK 1 0 NO.02529-18 >-
9960SF RBLOCK
jR
BLOCK 9 5 = Fp
11951 SF � DOUBLE GUTTER PER COB
1 2 13 2 SF 11260 SF 9803 SF 10151 SF STD DWG N0.02529-1 Cj
12737 SF 11469 SF STOP/STREET 1
SIGN 11572 SF m
DOUBLE GUTTER PER COB THOROUGHBRED STA 6+80.83 C_ W
3 STD DWG NO.0252 1 1.00' L107RTY STA 0+00.00 ®Q
9600 SFsm' --- -------- 5
STOP STREET_ ___ ----- -------- -----
---
.00 - -SIC --
-
o�
1 U tp
THOROUGHBRED L E I o F
8 i -� +
N �1�11
2 dl 0=5'56'04" _
9600 SF PEDEST IAN CROSSING i L=295.19 THOROUGHBRED STA +60.30
KIMBERWICKE STA 2+57. SIGN W11 2 W/W6-7P 1 R=2850.00 MCCAFFERIY ALLEY STA +00.00
.GG
THOROUGHBRED STA 0+00 0 �1
�
11396 SF 10578 SF 10827 SF 10948 SF 70699 SF 10919 SF 11117 SF 11173 SF 77042 SF 10838 SF I�ly
1 Scale In Feet wM W y
10221 SF `d
LOCK 1 50 50 A U
----------- L------- --- ----
-------- --------
15 0 15
- - ------- ---- O-------- ------- Scale In Meters
_= p 00, a
- � Z - - —4 - - - - — — — — — — — — — — - - - - - - -
471 710.00
HIGH PT EL 4696.17
0 o PVI STA:1+50.00
0o n PVI EL 1 96.56
+ K:4 .7 0
.79 0
o + LVC:1 50.00
470 II 0 0 705.00 men
I on oo < + Q
rn a0
o W
41 > WW O I
� N� I—
470 rn a N W 1jj w t= 700.00
W Im I mm IT �a z
�e.- F m II 50
(0W G
469 _ -0.68 4695.00 z
'9 MATCH %IST O Z<
469 — _ 690.00 w
A o
EXISTING GRAD m
FINAL GRAD
468 685.00 (n
rn r O W rn 1D ^00 O 0 O m 1D N N 00 0 ^f0 O N 00 a 00 0
J fo M rn 00 N N 00 u7 00 00 00
r t0 <O `f M N O O
w W a7 M T a �N rn N �V) N OJ N W N OJ
0+00 0+50 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
THOROUGHBRED LANE
Drawing Date: 3/20/14
ROAD PLAN AND PROFILE AS-BUILT.- 12/16/2 013 C4m4
SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL
#13187
C1 9CF
o MARK A.
CHANDLER
1Y No. 9518ES
ay9� RfeI STER����
11042 SF i 1 2
RE 5+ I I BLOCK 1 8 11572 SF 9990 SF Sheet 17 of 20
,+
LU CA
BLOC 12
Ic
1019 SF 10406 SF W 9649 SF 13
' n
2 10024 SF 9 THOROUGHBRED STA 8+00.00
Q Z 18 THOROUGHBRED
ALLEY STA 1+60.80 L
BLOC 10 krr' J ---- BLOC 11 10
- � -
LU C O 10636 SF
12
STOP/STREET SIGN OYP) LL LDOUBLE GUTTER PER COB II y
-' STD DWG NO.02529-1 I In ~ I Lu S
m 7 14 7 14 I I 147nf
= 11951 SF 11878 SF 11721 SF 12027 SF 1 .00 ^
W n yy
7 DOUBLE GUTTER PER COB MCCAFFERTY STA 3+28.89 5.00'(TYP) J V
STD DWG No.02529-1 --- FARRIER STA 6+52.49
L------------- - ---- --1_pp'LTy1- ANDALUSIAN STA 8+58.67 LU Q1 pp
= MCCAFFERTY STA 6+86.84- - 19 0.0 STOP/STREET �
UJ
H
$ $ DOUBLE
DWGTTNO.0252R PER COB
B1
+ + Till;To Tec n ROW MMCCAFFERTY REET$ INSTALL 3 1z + ++ — F
UTILITY CULVERTS
'+ OC
} HARPER PUCKETT STA 19+85104 $ $
EQUESTRIAN STA 0+200 60.00'
THOROUGHBRED ST 6+80.63 DOUBLE UTTER PER COB 9+ •� RI— ST � _ ST
6' LASS II TRAIL STD D G NO.02529-1 I R15.00 P)
MCCAFFERTY STA 0 00,00 PER OB STD DWG U I I
D.02529-18 Q ('� I EQUESTRIAN LANE �J
ZN B L C K 1 'I GMEIXIST.III r l
1 2 3 4 0. 5 6 7 '1 10.00'ASP LT PATH PER COB I I 1V
11512 SF 9990 SF 9990 SF 9720 SF 929 SF 10199 SF 10199 SF 11664 SIF I I STD DW�N0.02529-17 I I ^ 2
BLOC 12 Sc i n Fe t I g
50 50 II to F- I 5 I Scale Ion Feet 50 BLOCK h 3 NU
L------ ------- -----1�- -- -��- ------ ----------------- —I �I
04, 32'' 21 V
5 _0 15�
ALLEYI Scale In Meters
I T T T - - - T - - -1 T T T T I I N - - - - ALLEY
471 715.00
HI H PT ELEV: 4697.72
PVI STA:2+ 5.82
PVI ELEV:47 0.72
K:50.0
LVC:350. 1
471 N n M N 710.00
00� G Wr
O 0 O M
0 0 +� a +� L
o
470 0+ o Lij
w n w a 705.00 ` M
m
I m+ M
_ z
_ 470 0 0 4705.00 W
1W'rn Q O O O
470 a a N ao N 700.00 of
in m / i ....... II \ \ D Y OOi + ++ O O
DO O
w II
II 4700 II II II 4700.00 l C
469 00, co 695.00 Y m N 00 N 01 ..
Y a0 y pp
9 \ c2w ma �a ma �a O z
1�1 Q
4695 m II w II w II 4695.00 C
469 / 5 4690.00 Of w LU
•009, 1.23% 0.50% A O
\ STA 0+80
MATCH EXIST.
\ 469 AVEME — 690.00 m
468 \ 685.00 CEN ERUNE GRADE rw
EXISTING GRAD VI
FINAL GRAD
EXISTING cRAD 468 685.00
FlNAL GRAD W- -m -0 ro <o
468 680.00 w w Ci rn m m m
w� M10 C � �m �n �^ �r �01 M O01 Na �b �m �m �00
01 t0 a M n N N n N
W W N M tp 0O f` r 1` 6 6 N O 00 n
w a a a a a a a a a a a a a a a
0+00 0+50 1+00 1+50 2+00
0+00 0+50 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
EQUESTRIAN LANE
MCCAFFERTY STREET Drawing Date: 3120114
�1 ROAD PLAN AND PROFILE r2--�ROAD PLAN AND PROFILE SCALE: 1"=50' HO C4mv5
C4.5 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL C4.5RIZONTAL, r=5'VERTICAL
AS-BUILT: 12/16/2013
#13187 11
24"
OF
9.5"
2" DEPRESS CURB TO THIS 0
LINE FOR CURB DROP o MARK A. Q
CHANDLER
4"R \ a No. 9518ES
a TOP a
SOIL +"R a a y9� Rf01 STERF'�Q?�
TO 1' SLOPE �,INEI_R pNO�'
SLOPE 1.5"
LU 6'CLASS II TRAIL
(,1 PER COB STD DWG d 4 4 \ Sheet 18 of 20
OL 7 �� O
BLOCK 11 „72,SF
1n a No.02529-18 6
5 49 SF a
.00 W 9188 SF
98 9" \� a _ C
W 4 m E
w 1 2 3 pa90 SF a /// a a 0 0
m 11603 SF 11225 SF C1 \ O O O 000 000000000000 - n
Y UTTEOf
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
W DOSTOP/STREET PER CO 6*07'51L_106.36 INSTAL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
STD DW NO.02529-1 5.00' TY - CRUSHED GRAVEL 0 0 O O O 0 O O O 0 O 0 O 0 O O O 0 O O O
- ---- __ (�„n O,�O,�O O�O,�O O O�O�O„O O�O�O„O O O O
2 S -____ _ b 1,QO�TYP ) _ 8*43'8 I'"• I RP I - BASE 3"MIN _"_U _ _0 _ o_ _1- _ - 08 �OP STREE SIGN SUBS BASE GORSEM AS REQUIREDJ�
INSTALL 13) 12"UTILITY CULVERTS+ •� 72 00' COMPACTED SUBGRADE.0TBI To TBCN FARRIER LANE1NDTES:
__RTY 5U 3+ 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A 8
__ ARRIER SfA 6+------__- �� MINIMUM DEPTH OF 3/4"AND MINIMUM WIDTH OF 1/8".__KIMBERWICKE STA 5+86. V CLASS II TRAIL �� 3. 1/2"EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.O.S, P.T.S, CURB o
FARRIER CK -TA 5+0 (i/ PER COB STD DWG RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL 7=
lR NO.02529-18 SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.
�-/ 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY
LL O THE CITY ENGINEER OR HIS REPRESENTATIVE.
+0.00 12 10406 SF 11876 SF 1 5. CONCRETE SHALL BE CLASS M-4000.
R 11 9
9
97 SF Q � 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW
O 6 10 10899 SF V
1-4
12245 SF i p7 806 SF 10501 SF U SPECS, 1996 ED.) FOR CURB AND GUTTER REPLACEMENT PROJECTS,WASHED ROCK W
i MAY BE USED FOR THE GRAVEL BASE.
LU
1+1 BLO K 10 a �1 CONCRETE CURB AND GUTTER DETAIL 1FF�i-iJiil O
to
Z SCALE ,•,/
NTS AF�iI
O
4+0 00 IJ rj5
ROW 31 WDE ROAD SECTION ROW
7 00 LINE LINE
1 2 3 4 9803 SF 101 1 SF 11951 SF III 30' 30'
12737 SF 11469 SF 11392 SF 11250 SF
I 5' 8.5 15.5' 15.5' 8.5' S' O Owl
VqR Of�� �1/4"/FT 3%SLOPE 3%SLOPE
3 SIDEWALK SIDEWALK
Scale In Feet 3"BITUMINOUS ASPHALT
50 0 50 NEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2"MINUS
6"CRUSHED GRAVEL BASE GRAVEL BASE COURSE
UNDER CURB AND GUTTER
15 0 15 COURSE(1-1/2"MINUS)
Scale In Meters
471 715.00 18"GRAVEL SUBBASE(6"MINUS)
HIGH PT ELEV: 4706.2
PVI STA:4+56.44
PVI ELEV:4702.17
K:59.98 °' a
LVC:300.00 m ROW 33'WIDE ROAD SECTION ROW
471 a a 710.00 LINE LINE
30' 30' r
II yr 1• 5' 7.5' 16.5' 16.5' 7.5'
o 1/4"/FT 3%SLOPE 3%SLOPE 1/4"/FT ORPO S M
470 705.00 4R�f5 VPR1E Q
p M a SIDEWALK SIDEWALK r_l
oI m m II 3"BITUMINOUS ASPHALT w
II II Q III NEW CURB AND GUTTER SURFACE COURSE 3°OF 1 1/2"MINUS
a w 6"CRUSHED GRAVEL BASE UNDER CURB AND GUTTER Z
470 Yam- o w 700.00 COURSE(1-1/2-MINUS) GRAVEL BASE COURSE �ul CO
m00 a _ _ _ ' \Z S0°• 00 18"GRAVEL SUBBASE(6"MINUS)
w I l w I I Z
0 469 w - % 695.00 NOTES:
1 INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 0.
2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-11 AND 02529.15.
3. FERTILIZING AND SEEDING AS PER MPWSS. SPEC. 02910 AND 02920. 1'
,g (TOPSOILING&SEEDING ON CUT&FILL AREAS IN R/W) LL
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
4690 4690.00 CONDITIONS AS REQUIRED BY ENGINEER. O
TYPICAL STREET SECTIONS m
[,EXISTING G C4.6 SCALE: NTS rrww
FINAL GRAD VI
468 >> 4685.00
w W a ON� N� M O 0n1' O (V n O 1"I fC, 1 , m . o m
SECTION LINE
M o 0 O m
o �m rL PROFILE FINISHED
w a a a a a a a a a a a a a a PROPERTY LINE GRADE
60.00'
0+00 0+50 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
32.00'
5.00' 6.00' 8.00, 2.00' TBC TO TBC 2.00'
SIDEWALK BOULEVARD 14.00' 14.00' 9.00
FARRIER LANE LANE LANE MEDIAN
2� 1/4°/FT 3%SLOPE 3%SLOPE 1/4"/� 3;T
6"THICK REINFORCED
CONCRETE SIDEWALK Drawing Date: 3120114
5"BITUMINOUS ASPHALT ��:
SURFACE COURSE(2 LIFTS) 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. STD. DWG. NO. 02528-1
6"CRUSHED GRAVEL(1-1/2"MINUS) 2. FERTILIZING AND SEEDING AS PER MPWSS SPEC.02910 AND 02920.
(TOPS
&SEEDING ON CUT& FILL AREAS IN R/W)
18"GRAVEL SUBBASE(6"MINUS) 3. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE CONDITIONS
ROAD PLAN AND PROFILE AS REQUIRED BY ENGINEER. C4m6
C4.6 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL
AS-BUILT: I Z� 16�2® 1� (::7)TYPICAL SECTION EAST 1/2 HARPER PUCKETT
C4.6 SCALE: NTS
#13187
Ct 90
o MARK A.
CHANDLER
No. 9518ES
TR, 10754 5F 9834 IF
st zt IFay9��Rfe1 STE+F'� �
LOCK 9 I "�'" 0
I I
Sheet 19 of 20
9 1+0.00
11941 IF > 5+0.00 I
p 2 Ic
D 6249 IF 10466 IF 3 I m
10149 IF I (71
STORM B OUTLET DETENTION POND B D II POND E OUTLET STRUCTURE II
ST INLET B-2 FL:4673.00 BOT=4673 TOP=4674.5VOL=82a CF Z I FL OUT(E):4678.50 POND E OUTLET
TBC:4678.48 I D oU I / FL OUT:4677.00 7 yy
FL IN(W 8--,, POND B OUTLET STRUCTURE $/ - - FL:4678.50 - ' N �:
ST INLET B-1 o I j}--��- m
TBC:4678.55 FL OUT(E):4673.08 FL OUT(E):4673.00 + �{ b� • ST INLET
-i I 1 g m
OUT(E):4674.96 POND B OUTLET 91 - I
FL:4668 00 0.00 7-' - p�
D+ .00 T nC F STR� T \\ II �J. 6+0.00 1 I 1 BOT=N46�8.5 POND
4680
+ H N i w g / I _ - _ I + ~� ST INLET E-2 1 I L=2594 CF
ST INLET D-1 I ST ST 12 I TBC:4684.68 I - W
-- ----- al TBC:4681.61 c �. / i 9289 IF I FL IN(W):4680.64 I 1 D
FL OUT(E):4677.22 / FL OUT(NE):4680.59 - XI LLJ
1 I STORM /OUTLET I ' I 1 A ..8
rn
TRACT y z
8121 IF - 8 675b0 I POND D OUTLET STRUCTURE 4 I U3 8 c:
BLOCK 9 ' 00 AC 12206 IF \\ I FL OUT(E)T4fi75.50 D 831 IF
O 8
ST D-2 T � BLOCK 11 z o F
7BC�4 81.38 � -�T a-,PONE$BU}LE'F---- I p
m
FL:4671.80 - A
8 FL IN (lM11):4 76.79 •00 / �-- I D I
2]5F 9 1+0.00 FL OUT(SE�:4 76.79 I H N 1 13 10.00 p
11941 IF D ' 10024 IF 1 N I �1
2 DETENTION POND D
1 I Z I 2 W
FDETENTION POND C -
1 = : -
N VOL3419 CF P 3+36. V%=2808 CF C I
6249 IF BOT_4672 TOP=4673.5 ________ II 1 BOT-4675.5 7OP=4677,
I D POND C OUTLET STRUCTURE 1074 I +s° 5
Z FL OUT(E):4672.00 5F 1 - 1 I - I F) O
% POND C OUTLET 8903 IF
D I I ttsoz IF
I - FL:4671.40
all G I 1 e
m C �� 14 QI
4+0.00 = 12027 8F
RA .10
C t10754
CK 1 I ' -------------- �I 6
�l STREET _ ��ff
; i ! ST
sT 10 2
SI k% ST INLET D-1 0+ I SF 9634 IF
TBC 4681.61 �'{ - 6
FL OUT(E):4677.22 ' I - I - ` MC6AFFERT�REET-
long IF
ST INLET p- •y / -----
I I , t N i N F�M
TBC 4681.3 � /
12206 IF FL IN(W):467Lp.7
FL OUT(SE):4676.7 �v� _" Ii , , • _
3+ •� _= Seale In Feet
Seale In Feet
Scale In Feet 50 0 50 50 0 50
50 0 50
15 0 15 15 0 15
0 15 469 Seale In Meters 695,00 Scale 7n Meters
Scale In Vetere
C tour Inte als: 1 Foot
468 685.00 469 4690.00 4695 695.00
ST INLET B-2
TB:4678.48
�FL IN(W):4673.18 r
FL OUT(E):4673.0 ST INLET D- �T
ST INLET B-1 TBC:4680.9 ^TI
468 TBC:4673.55 680•00 UT(SE):4677.3 4s9 690.00
FL OUT():4674.96 46 4685.00 M
STORM B UTLET ST NLET D-2 ST LET E-1 ST IN E-2
�FL-4673.0( TBC 4680.69 TBC: 684.68
FL N(NW):4676.95 TBC:4684.72 �FL IN (W):4680.64 w Z
POND B OUTL STRUCTURE FL OUT(E.680.83 FL IN (NE):4680.59
FL OUT(E):46 3.00 FL UT(SE):4676.9 POND D OUTL STRUCTURE ��//••��
\ FL OUT(E):46 .50 FL-POND
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' 1 "PVC PIPE® .70% O
89'of 12"PVC PIPE®2.ORC R �-
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:4668.00 78'of 12"PVC PIPE®4.74R 1
467 •38 670.00 467 675.00 468 GL 680.00E-1
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FINAL GRADE 67'of 12"PVC PIPE® .44% `8 SEWER POND .80 18 MINT8 SEWER FL OUT:4677.0 O CQ
EXI TING GRADE C EXIST EXISTING GRAD C
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STORM B STORM D STORM E
STORM SEWER PLAN AND PROFILE STORM SEWER PLAN AND PROFILE STORM SEWER PLAN AND PROFILE
C5.0 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL C5.0 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL C5.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL Drawing Date: 3/20/14
AS_BUILT. 12/16/2013 c5mo
#13187
C1 9CF
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CHANDLER
No. 9518ES
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Sheet 20 of 20
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Drawing Date: 3120114
AS-BUILT: 12/16/2013 c5ml
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