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Lu
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Lu
Lu
2 95 295
--1 T
NATURAL GROUND AT PROPERTY LINE
T/1 291.08
T/1 290.91 T/1290.43
T/I 289.88
. ..... ... T/I 289.37
T/I 289.02 NATURAL UKUUNU A I FKU ERTY LINE
.............. . 290
290 T/I 28B.73 T/I 288.07 _ T/ 1288.19 T/I 287.77
T/I 287.52
T/I 287.09 I T/I 286.79 I NATURAL GROUND AT PROPERTY LINE
18 CL OVERHEAD ELEC
17 3 501-12" HDPEJ N 1 DOUBLE
WALL L 0.85% T/I 285.35 15 I 14
285 253.32'-18" T/I 283.20
12 N12 HDPF- na-l-PLE WALL @ 4'SIDEWALK 285
i%
.18+37.02
10 9 7/I 282.13
7 _ ' ` -- _ ._ -- --- 1 -- T/I 280.92
6
39g 961
- 1811 Pc STA: 22+26.12
280 5 - P& N1 D L 1 TC279.34
pi �... 280
4 -- vv qLL
3
2
275 275
co
c
in m m I I I 1 1 8" WATERLINE
m cp cli
co (Q " I cq C , uj Cj M SCALE:
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0 r " c Ln m + m L11 m Ll) m Ln Ln H:1 "=40'
Lo O- co a! W a) Co Lq q
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C', Ln + OD co co n Ln CO
Ln - -;. Ln Ln z + Izi z Ln� 00 Cj + 6,
+ Lr) W 00 + - CN CN
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F- - 00 1 .- -j F- F- F-
< 4e kL < < < 4e < 9- F 7 '1
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- 7 -
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.
10' PUE
OVERHEAD ELEC. 5 ' SIDEWALK PROPOSED 21,6-6
1" ELEC. CONDUIT 60 BTU ESM'T. 0' PRIVATE DRAINAGE 50' ROW
Pt IE 8" WATERLINE
0 10 20 50
1 ELEC. CONDUIT 24PSTM.SWR.
GI#2
20'PRIVAT:: DRAINAGE (& PUE)- 1" ELEC. CONDUIT #GI-5 GI#1
#GI-18 STA: 19+18.95 GI#3 STA: 20+68.95 S rA: 21+18.95 10'REC INLET #DS-4 n ;c:�-
#GI-1 7 #GI-16 --\ ?-S" #GI-1 5 #GI-14 #GI-13 STA: 15+05.63 #Gl-1 I STA: 16+05.63 #GI-9 #GI-8 #GI-7 #Gl- -\� 1 9 � GI#4 18" DRAIN LINE 70 M
SCALE: V=40' #GI-1 2 #GI-10 4'SIDEWA
6
STA: 15+55.63 TA: 20+18.95 m
(PRIVATE) M (f)
3TA: 12+05.63 STA: 12+55.63 STA: 13+05.63 STA: 13+55.63 STA: 14+05.63 STA: 14+55.63 STA: 16+55.63 STA. 17+05.63 STA: 17+55.63 STA: 18+08.95 STA. 68.95 2829 a
m
28927
281A2
a952
7f2 2
-STA"
2.9.2
qA
ST
T/01Z JM
-.7
224% <
GlAsis 209 01.65% 3.70
�1 �4 903s " `_ - - \ - 181 9
Q2.M
01.75% 90.84%
T101,43 21 =1 ' T/Q8478 T/WM13
T11211,� -�l 2 r N * 07 1 52 T/1287JO9 T/1280.92
T/1289. • r2 9m T M7 29897 2Ba.28 T/ 28525. • 5' FRO LOT LINE (TTYPICAL) V1289BB V128937 T/1M.77 85 5 VW20 % I S /=.73 T/[2e&19 P �OPERTY LINE
CENTERLINE OF SWALE IS 12" BE �OW 10
P ROPERTY LIN E PR OPOSED CONTOURS--/ NA r ORAL GROUND AT FENC EL INE FASTING SIDEWA SPRING CREEK GARDENS 10' PUE
PUE (SEE GRADING PLAN)
1
EXISTING 4'SIDEWALK )HASE 2
SPRING CREEK C ARDENS PHASE I BLOCK 1 12" STORM DRAIN LINE 18" STORM DRAIN LIE SUBDIVISION EXISTING El" WATERLINE
7402/119
CALLED 6 241 ACRES ` ��, I
66E 3/31 Is\y •
3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 17 18 19 20 21 22 23' II
v v
7
'2
J�
NOTE:
NESTER ENGINEERING COMPANY IS NOT
NOTE:
RESPONSIBLE FOR THE ACCURACY OF THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL TOPOGRAPHIC SURVEY WORK SHOWN ON
CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G• NESTER, P.E. NO. 69104
BENCHMARK CITY OF BRYAN RESPONSIBLE FOR CONFIRMING EXISTING HESTER ENGINEERING COMPANY - FIRM NO. F-3476 - MAY 18, 201 ALTERATION OF A SEALED
SQUARE CHISLED IN SIDEWALK STA. 24+20.19 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 ELEVATIONS AND DIMENSIONS PRIOR TO DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS
RIGHT SIDE. WATER -BUTCH WILLIS - 764-3660 VERIZON - 1-80 t-DIGTESS CONSTRUCTION BY EXPOSING ALL EXISTING ENGINEERING PRACTICE ACT.
SANITARY SEWER - BUTCH WILLIS - 764-3660 SUDDENLINK - Kfi LAVENDAR - 846-2349 LINES AND CONNECTION POINTS.
ELEVATION 279.19 MOBIL KELLI MCMAHON 281-386-7535 TOPOGRAPHIC SURVEY PROVIDED BY
NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. TKM SOLUTIONS (979) 204-1249. RE' EASED FOR CONSTRUCT ION
R E V I S 1 0 N S PROJECT: SHF-' "cD.
�
SPRANG CREEK TERRACE - PHASE ONE qF 7 %%
STREET, DRAINAGE AND
' P N P E TEPPA E - HA E 0
UTILITY IMPROVEMENTS 0
'
MICHAEL G. HESTER�
DATE: MAY, 2011 Lj TEX COLLEGE STATION, BRAZOS COUNTY, lo -S 69104
DRAWN: M.G.H.
O �����FS C E t� S�P D O Tog? E197191R BE WE� u UE 2g o 11 E viv H uEmg 7704 lwl o g
M.G.H. % pQNAL CHECKED: PRIVATE DRAINAGE L I E
1% OF SHEETS