HomeMy WebLinkAboutThe Townhomes on Marion PughTYPICAL FREE-STANDING
F.D.C. w/KNOX LOCKING
DEVICE ON CAP
PUBLIC WATER 2'x2' CONCRETE
PAD
2" CPVC (D1784) FILL
< LINE FROM BUILDING TO
U FDC (ROUTE VAFI M)
J
m
IW_ w
¢
w
4" PVC (C909, CL 200) � M LL:
PUBLIC FIRE LINE _, wm
m
a- ¢
4" (MJ) ISOLATION
VALVE w/AMPRO
LOCKING LID (LL562) ---
LOCATED AT EDGE OF 3
EASEMENT 3 I 4" PVC (SCH 40)
I I ---PRIVATE DOMESTIC
I WATER SERVICE MAIN
2" PVC (SCH 40) FIRE 3 I 2" PVC (SCH 40) FIRE
SUPPLY TO BUILDING 1 SUPPLY TO BUILDING
..�- w - - w - - w w1- - w - - w-y-
3e
-..-- w - - w - - w a w -- w - - w - - w-=-
2" PVC (SCH 40) DOMESTIC 1 2" PVC (SCH 40) DOMESTIC
SUPPLY TO BUILDING I I SUPPLY TO BUILDING
I 3
4" PVC (C900, CL 150) a I
PRIVATE FIRE I
SPRINKLER SUPPLY
LINE `�-
TYPICAL METER BANK SCHEMATIC
N.T.S.
I I {
m I
� I
f
3
I f
ID
I
I
3 I
I
10
G.v
G.V.�NE3
� ro
P.P.
�0
Z 0
p °°
00
I <
I �
TRAFFIC
(3 SIGN
I
PROPOSED
PUBLIC WATER LINE,
SEE SHEET C2.1
TYPICAL FIXED
PIPE BOLLARD
(CENTER BETWEEN FDC's
AT DUAL POINTS)
TYPICAL FREE-STANDING
FDC & FILL LINE SCHEMATIC-
N.T.S.
FIREHYDRANT LEAD----�
2
TYPICAL FIRE
TYPICAL FIXED
IPE BOLLARD
FIRE HYDRANT
SETTING AD JCEN T TO CURB
N.T.S.
3 %_FIB OPTIC
ARKER
UTILITY DEMAND SUMMARY:
BUILDING TYPE 1
PEAK
USE AVG. (x4.0)
BUILDING TYPE 2
PEAK
AVG. (x4.0)
BUILDING TYPE 3
PEAK
AVG. (x4.01
SEWER (gpd) 1,600 6,400
2,400 9,600
1,600
6,400
WATER (gpm) 7 28
10.5 42
8
32
COMM. CENTER
MAINTENCE BLDG.
SITE
TOTAL
PEAK
PEAK
PEAK
USE AVG. (x4.0)
AVG. (x4.0)
AVG.
(x4.0)
SEWER (gpd) 1,350 5,400
150 600
65,500
262,000
WATER (gpm) 3.4 13.75
1.7 6.75
287.1
1,148.5
IRRIGATION (gpm)
45
45
UTILITY DEMAND NOTES:
1. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE -
FIXTURE COUNT METHOD
FOR THIS NEW RESTAURANT FACILITY.
2. SANITARY SEWER AVERAGE DAILY FLOW WAS DETERMINED BY
THE B/CS METHOD 2 -
LAND USE DETERMINATION.
3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE
AND SHOULD
BE VERIFIED
BY THE IRRIGATOR.
METER BANK SIZES:
METER #1 - (3" METER) - BUILDINGS No.
29 thru No. 32
METER #2 - (3" METER) - BUILDINGS No.
36 thru No. 39
METER #3 - (3" METER) - BUILDINGS No.
27, 28, 34, & 35
METER #4 - (2" METER) - COMMUNITY CENTER & BUILDINGS No. 25
METER #5 - (3" METER) - BUILDINGS No.
3 thru 5, 15 & 16
METER #6 - (3" METER) - BUILDINGS No.
17 thru 19, 23 & 24
METER #7 - (3" METER) - BUILDINGS No.
5 thru 10 & BUILDINGS No.
12 thru 14
METER #8 - (2" METER) - BUILDINGS No.
20 thru 22
METER #9 - (3/4" METER) - MAINTENANCE BUILDING
METER NOTE: ALL MASTER METERED BUILDINGS/UNITS SHALL BE PLUMBED IN A MANNER SO
THAT ALL INDIVIDUAL DWELLING UNITS CAN BE INDIVIDUALLY METERED IN THE FUTURE.
3 6
,.H. / NE
�+ 1/2" I.R.
t
�Q) i t .oH�' 1 PLAN
NORTH
NE
\� FIBER OPTIC 0 30 60
1 MARKER
SCALE: 1" = 30'
NE ( 1 CABLE 1
NE L. { MARKER
1 4 { 5
IS I 1 f
I
--I, PROPOSED }
w w { -j l ` PUBLIC WATER LINE,
F.H. #5 II I { SEE SHEET C2.3 {
I7 I 5
_...�►" F.D.C.
1 1 t�T+1
II ( 1 t UNDIER R- D `
II I { `� FIBER OP C 1
,P 1 Z
�1 A.I.I1 1 3 Cr Z Z
II
V9
tJ►
11r* too, \ " `_ - -i . 3: 1-11
' -- - - _t!E_ - __ _ _ -- E_T. JVARI
�iA.►�\CRITICAL GRADE LOCATIONAPPROXIMATLY 0.89' OF1/2" I.R.-' I ` " \ LE WIDTH
�-� L.P. P.E.E., \\ �\ CLEARENCE BETWEEN 24"0 � O
_f]L.P,&\ G ADS & 4" SANITARY { ...s
SEWER
® T.P. r- F.H. #1 C.O. �� �\ CA. U,. I �\ B C
i-- -- �n----� -- •_ u Z I i
10' P.U.E. - ww - ww-,,,�_ w-- w-- w -C-OI r ® m N i I I I 1
10017/7) C.O. - Y� - - w �-jj \` w w - rt -- C.O. 1
I -- -- \ 1 0\5 1 I I \ M IM 0 L.P -- 11 1 V ERE L WIDTH
lfi }1} I III } 1 � �,►- ; 1
3 I �
F/L=322.70' I F/L=320.50 I I { t
I I III k F/L=320.00'
b' IUILDING No. 33 III
I _ BUILDING No. 32 E.M. -'i E.M.EMIII I
II - F.F.=325.65' i F.F3i45' 20' f'.U.E
III I 1 } (10017/7)
(I (TYPE 1) 1 + I (TYPE ) III I '- E.M. CRITICAL GRADE LOCATION
/ I / I CRITICAL GRADE LOCATION• --� 1 i - APPROXIMATLY 0..25' OF 3 {
/ s¢I - APPROXIMATLY 0 53' OF I I s� 1 y CLEARENCE BETWEEN 36"0 1 1
M I I L.P. I I I I I 6' S, W/ CLEARENCE BETWEEN 30 vI I I I I �I I I ��� I s/u ADS & 8 SANITARY 1
SEWER w
�� / ADS & 6" SANITARY Sid \ S9 i
t� PROPOSED SEWER IN \ } L.P. 1
1� PUBLIC WATER LINE, // j1 o I I j \ �\ MH8
SEE SHEET C2.4 g \ \ 8
� I L�
A I MH9 1103 --� �� \`" I i I 3 1
I15' P.U.E. VARIA/ P.E.E.BLE WIDTH ---- --- ----'� \i``--tI- -
I I ------ - - /--�-�---------�8---� � -�I �
Iw -- w -- w -- w -- w -- w - w - w 1/w Z - w -- w -- w --I -- w - w -- w -- w �-�•\f v -- w -- w --IIa
„ F.H. #8 \ \ 1 \ I I I I 1 1
MASTER METER#2(3 - /----- -II- -- \
/ # �) \\ {
I METER) w/BACKFLOW 11 MASTER METER 3 3" \ \ \I
EVENTOR' � __ - # ( � PROPOSED 1
a I I PR - -I METER w BACKFLOW f i6' S/W
16 S, w ___ I ) / , ( 11 I I i( 0 1 PUBLIC WATER LINE, 1
-a _ i -_ _ - - - - _ - _ JUE- = N PREVENTO_R - _ _ - - p . ® - -u ST. M.H. 1 ` I SEE SHEET G2.3
_ - II SPRINT
E.M. - J E.M. 1 1 1 I I 1 I i I- ° E=T-1' 1 3
LP. �- Co 1 1 I I 1 1- q1- E.M. I CO E.M. I1 { UNDERGR ID
1 -1 z ( i Y i r N- 71 1 FIBER OP
n_ i J Q I II 1 a -4 11 j1 �°q- I I' �"•1I1 I
i I ZNW 1 ( �`_ 1 II 1 1 zNW I ZNW
zM� t II 1 CL
Mw w i II 1 0 Z �! II I z CD jj illy 1 1 1
I I I i ``` ®iI Z 11 >_ i� 1 II 1 1 ti `�.� Ii I ``' rli 1 4
I I L = 'Z C. 0.
m .a C.O. !L i 1 1 L m C.Q. m J I
EXISTING 8" PUBLIC
SANITARY SEWER
0
EXISTING WROUGHT
IRON SECURITY -
FENCE
.- TER ER
/ B.F. /
A.I.
/
/
25' P.U.E. A.1
(6869/99)-�
VARIABLE WIDTH - 0.238
AC P.U.E.
(ORDINANCE No. 2806__�
/ a �
I
e
\\
CALLAWAY SUBDIVISION, PHASE
TWO/ e
LOT 1, BLOCK ONE
/
\ \
(VOLUME 6869, PAGE 999)
$ s5
MASTER
METER #1 (31.'/
\ \
ZONED: R X3'
METER)
w/BACKFLOW
PREVENTOR'
A.].
A
,/
, - / �/ t
M.H.
a / ,
Nei
/ VARIABLE WIDTH
P.P. P.E.E.
{
f�
d
_a$
N \x f _ E.M. C.O. ,� ✓ 1
E.M. .01�NI
\\\ L.P
\ \\\ \ C.O.
CALL BEFORE YOU DIG
TEXAS ONE CALL SYSTEM
1-800-245-4545
(AT LEAST 72 HOURS PRIOR TO DIGGING)
WARNING!!: TILE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DtWES
TO EXISTING UTILITIES DLT. TO .ANY CONSTRUCTION ACTIVITY".
SYMBOL & LINE LEGEND
0
POWER POLE
LIGHT POLE
GUY WIRE ANCHOR
®
GAS PIPELINE RISER
mwv
WATER VALVE
®WM
WATER METER
IDCV
DOUBLE CHECK VALVE
m EV
ELECTRIC VALVE
O BV
BALL VALVE
OEM
ELECTRICAL TRANSFORMER
(DGM
GAS METER
Qo MH
MANHOLE
OC.o.
CLEANOUT
4FH
FIRE HYDRANT
®TP
TELEPHONE PEDESTAL
El Al
AREA INLET
OB
JUNCTION BOX
OPAL
AREA LIGHT (GROUND)
. PB
FIXED PIPE BOLLARD
CURB INLET
- - -
BUILDING SETBACK LINE
-------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
-- w -- M -
2" or 4" PRIVATE WATER SERVCIE
-- • -- • -
2" or 4" FIRE SUPPLY LINE
- -�-
4", 6", or 8" SAN. SEWER SERVICE
- - - -�- - - -�-
PRIMARY ELECTRIC CONDUIT
- - - -- - - --
SECONDARY ELECTRIC CONDUIT
PLAN NOTES:
1. REFER TO SHEET COA & CO.2 FOR SITE,
PARKING, AND MISC. CONSTRUCTION NOTES.
2. REFER TO SHEET C3.4 FOR MISCELLANEOUS
DETAILS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT ALL EXISTING IMPROVEMENTS
(MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...)
ARE ADJUSTED SO THAT THEY ARE FLUSH WITH
THE NEW SIDEWALKS AND PAVEMENT.
CoCS ELECTRICAL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE
PRIMARY AND SECONDARY ELECTRICAL CONDUIT
PER COLLEGE STATION UTILITIES (CSU)
SPECIFICATIONS AND DESIGN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
EXTEND ALL NEW CONDUIT FROM EXISTING STUBS
OR DESIGNATED TRANSFORMERS (OR OTHER
EXISTING DEVICES).
3. THE CONTRACTOR SHALL BE INSTALL ALL
ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E.
TRANSFORMERS, PULL BOXES, ETC...) IN
ACCORDANCE WITH CSU SPECIFICATIONS AND
DESIGN DATA.
4. THE CONTRACTOR SHALL INSTALL PULL
BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS
AND DESIGN. PULL BOXES SHALL BE PROVIDED
BY CSU.
II
7607 EASTMARK DR., STE. 250F <77840>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. F-4695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
MARKI DATE I DESCRIPTION
SUBSTANTIALLY
COMPLETE
ISSUED FOR
CONSTRUCTION
4/20/11
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
BE USED FOR
CONSTRUCTION.
OF TE ,
ky Ilt
8583 .
+Q o
fit Z/CJN
1� sue• �_
V
W
Q V)
z X a_a
Z W~ oW
_! Q W Z 5
H 0 mo
t^ _ U
V ! In
Z
H m O 3t4
I- ¢
W (n J
�- o W 3:¢ °°
W I- W " o
ZD r rh I it
V ¢
W O i.,_i o Ld
_ V)
r Y0
V) z 0 O 0La
�rU mU
0 H O O
W
F_
CLIENT INFORMATION
AMERICAN CAMPUS COMMUNITIES (OP), LP
c/o CHUCK CARROLL
12700 HILL COUNTRY BLVD., STE T-200
AUSTIN, TX 78738
CCARROLL®AM ERICANCAM PUS.COM
PH: (512) 732-1000
FX: (512) 732-2450 FILENAME:0418UPlA SCALE: 1"--
30'
SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 13 PAGES:46-75
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
178 - 0418
SHEET 12 OF 35
0
3
UD
-- -10-w
I_LI
C�
O
�- 0
n �
z 000
ry
PROPOSED
PUBLIC WATER LINE,
SEE SHEET C2.1 & C2.2
I
i
TRAFFIC
SIGN-
FIRE LANE
SIGN
I I ao I III I I I I IIII = w I l l
�� 3 "� � i I p 1 1 I I ' l i' 1 �- C4 I I I G
oN� o¢^ 11 1 I i�l I r M� .O
z Co III Z r�i (I I " I I I I r,.L;. p 0
I C-06 N W II Y I i I Y I I II o 00 ;I I; Z N I,
I I C�r�� I IIII 1 Z,�w II Of I I Iz I zN III Nw II
Z II � ; 011. � 1) I I a I C�rO� I ICI I zii r I
I 0 LL- I I 1 I I L z >- y
10' P.U_E. a L.H. - 1 ? ,� IIII S20 j ,� I A I I w t I 0 31Iw LZ
I'1 IU
10017/7) I- L m III H14 °° J 0 1 MH1 1 o I L j Li IIII m JIW l
II I I I I I I I °� I�
- - SL
F.D-C. s8
w F.D.C. �.. 0 �) t' 11 D.F.D.C.L - - lIF.
uQ
I w
1 1 1 L F.K11. wl I I E.M. E. T ry
F I r g
- !(! S19 1 1 1 f 1 I VARIABLE ,I �'[I
_ r ( �_ I I I I � WIDTH P.E.E. � u1
I I I I I ca zL� !I
< 1u IL i 1 ti o III N I I
3.- L p C.0 Ili O T J I 1 a I I L Z cV C.O fl O cep
- ZLO Zn > I ( w ( C7r�jd II _... zJII
L.P.C14
C7Ma w i C-05 �n o I I >o t- Z II _M - CatN�
I r z II z I I I I I C) I Li: z �I ►-
3 Li C.O. 0 LL .. 1 ! I I t_ r _I LL
J 1L J b- I I I I I I C.O. ---� Li II
1 I 11 m �I t
I I m j m 11 II i m la
S7
L I I I t-
1 F T. E.M. �(-1I 1.=_.I.n. J I I MH1 1 1 1 L A.I. I] MH7 J I I
7��-�-- ,I - -�--- --� o r- = r1---- __U-----t+0-�-------- � �
--- - ------------- - J.B.
j I ( C O I.P.VA IA L WI H -I ICR111CAL GRADE LOCATION I' E IP.E. �I O L J
I �I
F.H. #2 (� ST. M.H. j I - APPROXIMATLY 0,48' OF F/L=315.45'
I ( CLEARENCE BETWEEN 24"0
3 I L.P. I I ADS & 8" SANITARY BUILDING No. 26
I I hr I SEWER F.F.=321.60'
t POOL II 1 81.60 L. F. OF 6" DIP
1 j I
I I I 1 ( 250) PRIVATE SEWER
VARIABLE 1 1 ❑ I L--L r--� L--r-J L--t_
WIDTH P.E.E.`-� I 1 I� I �- SERVICE (UNDER BUILDI
-
I SLEEVE 2" DOMESTIC & 2" - - - - - - -
I N I __ FIRE SUPPLY THROUGH -- - ® C.C. -- 1
! - BUILDING No. 1 VAULT w/6 STEEL CASING
I I
I F.F.=324.75' (SAND FILL CASING) s
3 1 I L I (COMMUNITY CENTER)
to I X MASTER METER #4 (2" �I I BUILDING No. 25 E.M. I
I I I METER) w/BACKFLOW I ; F.F.-320.75'
PREVENTOR' Ii I (TYPE 2)
SIGN _uc_ _ 1 I RI ATION METERI -
_ PROPOSED-�
PUBLIC WATER LINE,
3 SEE SHEET C2.4 _ �� H #
L
W
in
O \ I_
w!-- w - w -- w -- w - w -- w -- w -- w�:.�-,w\_ I Cl ?I
--
6' S /W ;k S. yv
--
I / :.
_�--�1-
L
A. 1. 1 i
1 PROPOSED PUBLIC
WATER LINE, SEE SHEET 1
1 C2.3 & C2.4
;y �D' P.U.E. 1 PLAN
C. I (10017/7) 1 j
1 ; NORTH
3 0 30 60
SCALE: 1" = 30'
cL
-
I I
I
1
1
1
1
1 SPRINT
UNDERGR D
F.H. #6
: e�-� "'" tl
/ FIBER OP
Imo.
75.00 L.F. OF
w/18" STEEL
1
ENCASEMENT
(3/8" WALL THICKNESS)
1
& 8" DIP (CL
250) LOCKING JOINT
CARRIER PIPE
w/CASING SPACERS &
END SEALS (THROUGH CHAMBER)
MH6
I;
1
0'
1 1 N
r
1
.....
��
lI
3 O_
1
I cn
1
1
0�
o
� C)
NG)
S6
i
I Ln
I' 110 1
➢�
El A.!.
0
N
L.P.
I
CRITICAL GRADE LOCATION
- APPROXIMATLY 0.25' OF
j
CLEARENCE BETWEEN
F+O
ADS & 8" SANITARY
1
5T. M.H.
I
SEWER
1
MH4
1 '� LI -"
1
1V. TO
O
; �I
-
42"O C.M.P.
3 I I I I I I r MH5 , I CULVERT
15' P.U.E. I I I
1 I
I L`J I BUILDING No. 3 l . ' + j BUILDING No. 24 1 y
3 L P F.F.=322.40 I I F.F.=320.90 E.M.-
c P.
II
(TYPE 1) (TYPE 2)
\ - I I I y N MASTER METER #8
BUS STOT I I I o 10 I (2 METER)
�W L
i Z
3
I
I
3
I I
PROPOSED
PUBLIC WATER LINE, ' 3
SEE SHEET C2.1 & C2.2
11
C.I. 10�-------
I
I
I,
I
I
I
III
I
I
II
I
I
I'
I
I
TRAFFIC
SIGN
8 C.O. - - -- - - - --
II w - I SrOIt.I. F:D�' w- Mw -- - -5E
L F+ = __
A.I. i t I r VAHIARI F WIDTH ll 1
P.E.E. III -
N--
I n _ 1 I I I � I I� ►�
L C. o. 9 1 I I 1 I III C-04 N
II
1 I I 1 I ti c �, . Z o j l�
I II 6 0
j C. 0. I Y I 1 L z� I - �.I Ma- II
O o r r I I I I I I N w r M z II I
z N ff) II LI rOIIp j = I Z 11 Il®w C-03 Z rl aL-
ZNw > w .
7JL
tiY m
II
I r I I
; ' i I I I< I m
II L m 31 c.a j ' III I I ! ' Of '_ y 1 Ilw ® C. 0.
m 1> I I; -
II I 1 11 I I I I o I I I j' -
r I I 1 II I L E.M.
E. --
I ,1. B. 1 Y C.O. _ r % - _ - I 1 r 1 I
I I � E.M. (I 1 I I 1 I _ V
w ' I VARIABLE WI A.I. o_ ----- - - s T .f I I P.E.q.
A(( I 00 I II rn r
® _ 1
F. H. #. III _ J -
.I II I/ *1r II 1 I L Opt^ p ZNN
II / /Ir I `'II In I I I II I I z�N -
I 1 / _ Ln III I I 1 z 1 I I I 1 1 CO ►%i w ICa c� w
I.1 II / /I III II 'I 6N^ 1 1 0 a
/ � I � I I I I li 1 Z II � II Z II
O I I I I I I z N N I 1 Q 1 I I 1 1 I O w C. o. B C.C. p Li
i Z .1 J Li I. J
z �'� '1 w I I+ iI m ' m
? 11.>- I; I- I AIL 0 1 I I I 1 I
/ II/ L oLL" wl I �Li _1 ,A , I II I Iw'� II r
Li III i I m ' i i I I 1 j 1 y I I c.o. n
r m I; I I 1� 1 I I I I L
c.�l I 1 1 11 1 I I 1 .1 II
® cw
C.O. a I
r z II >-
1 0LL:
LL� 1
{I
`1
1 11 ' I ►
L E.M.
Ak
J
® I I
-U- SPRINT
I 11 w E.M. , 11 i--UNDERG ND
FIBER 0 1
S4
i
wl a 1
+ L 60
I� z 11 1 I
N w
ST.1
1 II �.0. z 11 a z u � I I PROPOSED PUBLIC
o .H. I � r
I 1 p Li ► I WATER LINE, SEE SHEET
wDF. I 1 I I w 1 ; 5 C2.3 & C2.4
1 L-4 ; M' -_T-
I m i1 1 I
II 20' P.U.E. 1
II III L (10017/7)
w
I -
w -- w -- w 1
I - w -- w -- w
I F.D.C.
I � i
I , ,IIr
I
III N_ w 1 I
+I 1
zoo I 1
4
0N a i i >E� I
A. I.❑
1
I I o m
1
CALL BEFORE YOU DIG
TEXAS ONE CALL SYSTEM
1-800-245-4545
(AT LEAST 72 BOURS PRIOR TO DIGGING)
WARNING!!: TUE CONTRACTOR IS TO LOCATE ANY .AND ALL UTILITIES
PRIOR TO CONSTRUCTION ,W IS SOLELY RESPONSIBLE FOR ALL DAMAGES
TO EXISTING UTILITIES DLT TO ANY CONSTRUCTION ACTIVITY.
SYMBOL & LINE LEGEND
0
POWER POLE
3
LIGHT POLE
GUY WIRE ANCHOR
GAS PIPELINE RISER
mwv
WATER VALVE
®w1
WATER METER
IDCV
DOUBLE CHECK VALVE
TEV
ELECTRIC VALVE
4D 13V
BALL VALVE
REM
ELECTRICAL TRANSFORMER
(DGM
GAS METER
0 MH
MANHOLE
oc.o.
CLEANOUT
-�),FH
FIRE HYDRANT
®Tp
TELEPHONE PEDESTAL
❑ Al
AREA INLET
B
JUNCTION BOX
II<1AL
AREA LIGHT (GROUND)
. PB
FIXED PIPE BOLLARD
CURB INLET
- - -
BUILDING SETBACK LINE
-------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
2" or 4" PRIVATE WATER SERVCIE
2" or 4" FIRE SUPPLY LINE
4", 6", or 8" SAN. SEWER SERVICE
PRIMARY ELECTRIC CONDUIT
SECONDARY ELECTRIC CONDUIT
PLAN NOTES:
1. REFER TO SHEET COA & C0.2 FOR SITE,
PARKING, AND MISC. CONSTRUCTION NOTES.
2. REFER TO SHEET C3.4 FOR MISCELLANEOUS
DETAILS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT ALL EXISTING IMPROVEMENTS
(MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...)
ARE ADJUSTED SO THAT THEY ARE FLUSH WITH
THE NEW SIDEWALKS AND PAVEMENT.
CoCS ELECTRICAL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE
PRIMARY AND SECONDARY ELECTRICAL CONDUIT
PER COLLEGE STATION UTILITIES (CSU)
SPECIFICATIONS AND DESIGN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
EXTEND ALL NEW CONDUIT FROM EXISTING STUBS
OR DESIGNATED TRANSFORMERS OR OTHER
EXISTING DEVICES).
3. THE CONTRACTOR SHALL BE INSTALL ALL
ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E.
TRANSFORMERS, PULL BOXES, ETC...) IN
ACCORDANCE WITH CSU SPECIFICATIONS AND
DESIGN DATA.
4. THE CONTRACTOR SHALL INSTALL PULL
BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS
AND DESIGN. PULL BOXES SHALL BE PROVIDED
BY CSU.
x', Is e 7
crsv�
7607 EASTMARK DR., S'lE. 250P <77840>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil(dgmengineer.com
OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. F-4695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
vIARKI DATE I DESCRIPTION
SUBSTANTIALLY
COMPLETE
ISSUED FOR
CONSTRUCTION
4/20/11
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
BE USED FOR
CONSTRUCTION.
��P(E OF i�,I,G III
t
8583
N
V
^�
M
w
P.
Z
oJF-
X
Q
_ ()
�
x
Z
z w
o~
J
dWZ
��
yz
M
F-0
0�
ma
F-
w
0W�
Q
>_Q
QO
Q
J
�
�
W
U m
w �
W
O�w
o�
to
Z
o 0
�-
U
m o
Z
o
__:"
o
F-
F-
LLI
O
H
CLIENT INFORMATION
AMERICAN CAMPUS COMMUNITIES (OP), LP
c/o CHUCK CARROLL
12700 HILL COUNTRY BLVD., STE. T-200
AUSTIN, TX 78738
CCARROLLOAMERICANCAM PUS.COM
PH: (512) 732-1000
FX: (512) 732-2450
FILENAME: 0418UP1 A I SCALE: 1"=30'
SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 13 PAGES:46-75
RME CONSULTING ENGINEERS
CLIENT N0. PROJECT N0.
178 - 0418
■
SHEET 1 3 of 35
3 8 I ;.i. rLM.
� I l I I r N ; MASTER METER #9
l I I I II I I I I o
0' P.U.E. �/ ��; ! � I lit* �o. � I I I I �I o
I. (VOL/PG) / I I LO I i III O LO N N J I I I I 1 II N N `n u' Io (3/4 METER)
Z N I I 1 III( I I I N W �° io I ZO
O I N W I I I I CD roitL Z°° i II I 0r°a I � I I I Y i I 'E Z 11 > � S40IndL.P. _Z II 1 z I ( I QI J tz
�NwL�I ( I I®c.o. �> iaLIm� '�r o_ ~ I 1 ►1 I I I I O ' .:.ST. M H ( m F.P.".-j I11 > I OE.T. -- -�_ 3 I
ARIA WIDTH I I - - -
I I I I m I I 1 11 VARIABLE 1 I (I P.E.E.��I i - _ - J/ `"! - F. �, \ s BUI DING No. 1 / PLAN
- _
{ ; MASTER METER #5 (3 I f WIDTH P.E.E. J I ' I I L r �- - - - - S12 MH3 0 c.
I I I 1 I I I I I _\ r, F.P. 321.50' NORTH
METER) w/BACKFLOW 1 H F.M. I I -- -t i idFD
MASTER METER #6 (3" - �` - �- - - -� \ (MAT TE�IANCE
PUBLIC WATER PROPOSED
LINE, I ` i PREVENTOR' 11 1 j I METER) w/BACKFLOW I 1 1 / j ; 0° \ \\ J MH2 BLQG.) ° ;° 6o
T-
SEE SHEET C2.2 I E.M. 11'� 1 - --- I t PREVENTOR' 1 1MH1 / / 1 1 \ \ r 1 �-7�FH#10 : --�I �` - / /�SC_aI,E: 1" = 30'
1i o _. ."" � � _--I I IC' J� � 1 A.I. � _ w � - w \ � \
--- w _ - f� ��- w 20' P.U.E.
+ PROPOSED / / F_D.C. �I. 1 I i R �- -_ , _ w n - w _ - - 1 1 3 (10017/ 7) -
3 �_ PUBLIC WATER LINE, 1 ` / a I - w - J --� ` - - - - - ' - -- - �'� PROPOSED
MH11 - S13 _ w I_l -
I I SEE SHEET C2.6 I 1 I / r L +`p A. 1. _ _ - -- - w - - -T'--��'`-'�' PUBLIC WATER LINE,
_ 11
SEE SHEET C2.4
I W 1LB.1= =- w- w F.5... I -�
3 3 _� w w _. - J 4 - �iW / 9r I
> 0 15, P.U.E.-i _ L- - 5' �.. �-� SPRINT
I PL
_- � ---_ - _ � -- 1w -- _ -_ ---_ - - --- _ -�--� I�1, / �- ' � FIBER OPTIC
w { , 1 _� P.U.E. - 16 C.O. 1 ''-UNDERGMUUr
L.L FI E�LANE f_ - - w w I 11
I Q SIGN r-� 11 1
-jw ;
I r w - - w - - w - - w - w -- - -- -' 1f� - ` �, -,._--t c. � ,1 BUILDING P1p- 12 1
- 1 D ,
{ _ ��__ U- --� !1 r 1111 ,1 BUIF.F.=322.00 I C
C' I �- -�---, 1 N 13 E,m. 1,1 1 (-TYPE.0
3 o I -X �, � p,� 3 1 ..�-
L.I'. 6, S I t 1 i r- I I I BUtLDiNG 111
- 14 11 322.10 1 1 ~ 0
= 3 I I 49 s 1 NO- ; F.F.= III
_ S2
i ------,_.--, ,�. ;,,'�� 1 -- t 1 gUiLDING � (TYPE F.D.C. I ' Z
=3E3�j w- w ;� 3 1
{ Z 00 I 1,1 E.r,,. (TYP i I - 111 It „� r.w w 1 1 L) o
°° t 0
v I 3 ( - BUILDING NO; E.M. I'll MASTER METER #7 (3" 1; - w -- 1 w ; 1 0
3 I _I F F,�324.50 °'� 11 METER) w/BACKFLOW 1 _ ww _ =�w -w w - w A.L 1 -VARIABLE 1 3
Q U (TYPE 1) nl�l j PREVENTOR ww =w = - w `I 1 WIDTH P.E.E. 1 I -
I
- w A. 1. it l l D "Tl
PROPOSED I I r ` w - .�.. gwg - - it VARIABLE WIDTH 1I1 __ aE1,1 I 11 BUIL[)ING NO-, 1D F.H. #
M I 3 SANITARY SEWER - w _ _ - VL P.F.F 1 E.M. F.F.=32�.60 f - 1- -
I I LINE "S1" SEE :I F.D.C. 1 - - 1 1 - No. g E.M. 111 iil TYPE 1) J
SHEET C2.71 A. 1.
[ ' = - r I; f 1' BUILDING a, 111 Ii O N
111 F.F.=321.6 1� L_-+- �-`
I I I �I I 1 11 $ (TYPE 1) �I t`` �--1 `� r_J 2 C.o�r_ ---- I 1 -�'
_ II: 7 L.r,. 1 11 BUILDING N°; 11._._ `'-��� / I 1 ` 0 01
: p. O _J , 1, IE.T. nN _ S1
I - - - - I - - ' t� I I BUIt_DING gfl' � �111 F r,F,F,�322 5 -J ®c.o� -L r � � I _.- � '/ �
� - -ss I - I I F.F.=32 t 1 TYPE 1) r -
3 Ii�-LIFT STATION
TYPE 3) 1
( J I. _- �- 11► I �° LS -" 1
C. o
-��
I E. I I E.T. /'� t 1`t1"` - 1 1 1 1 1/2" LR.
110017/7) 3, A:
WI 1 II MIBRKERPTIC
1 #�
r.1
i - -- /F.o.c. 11 c.o. 1
' G.I. ; w - - IN 4a-0HE-
\ 21.08 L.F. OF 8 -o _ _ _0E-
I ( -- C.o/ , C-0 P. 11 I DIP (CL 250) pHL -
i ° I -- PRIVATE SEWER LINE - P.P. ---
{ G. / / CRITICAL GRADE LOCATION _ �J �- �q'45"'w 49 "; _ ,E_ _ - �_ - PROPOSED
3 I - APPROXIMATLY 0.67' OF 59 5 STATION SEE SHEET
I � I I I I I �, � r��"� S - "�- ON -SITE PRIVATE LIFT
f� I L.P./ CLEARENCE BETWEEN 24' 0 �.� �' - - �'" ---f
TRAFFIC 3 / / - ADS & 4" SANITARY a _ _ -0HE- - �- 623 L.F. OF 4" PVC C2.8 & C2.9
slcN I li / _'- 1- - f SEWER I -P - �! (SDR-26) PRIVATE FORCE
_ MAIN 48" MIN. BURY !'
I cn { I fn I I - 0' P.U.E.( )P.° ;I �-i (MJ) 45' BEND �/ (10017/7) _ - TRAFFIC _ _�-----r_'-
3 I I /j SIGN
-/1-
RI AS
-- - _
I 1I ; _ E P.P. w1 D v In
- -�"
- J _----
1 /0" I.P- oH0 EM A GHTr0 F_wAY)
(73'
---`- J --
TRAFFIC TELEPHONE
clCra , _0p MARKER
Ir
O# PVT. SANITARY SEWER PIPE LEGEND A# PVT. SANITARY SEWER JUNCITION LEGEND PVT. WATER SERVICES
NODE NODE DIA. FLOWLINE FLOWLINE RIM/GRATE 4" DOMESTIC 2" DOMESTIC 4" FIRE MAIN 2" FIRE 2" FIRE
PIPE I.D. I.D. OR RISE LENGTH SLOPE DOWNSTREAM UPSTREAM NODE ELEVATION MAIN SERVICE SUPPLY SUPPLY FILL TO FDC
I.D. FROM TO (IN.) (FT) M (FT.) (FT.) I.D. NODE TYPE (FT.) ADDITIONAL NOTES I.D. (FT.) (FT.) (FT.) (FT.) (FT.)
S1 LS mH1 8 21.66 1.00 307.49 307.71 LS PRIVATE LIFT STATION 321.00 SEE SHEET C2.8 & C2.9 FOR DETIALS METER #1 240.80 202.00 254.52 20 7.61 648.85
S2 MH1 NTH 8 213.66 0.50 307.81 308.88 MH1 MANHOLE w `DROP CQNN. 320.47 RIM FLUSH w'PAVEMENT METER 2 166.63 61.87 181.30 61.86 61fi. 4
S3 MH2 MH3 8 64.38 0.50 308.98 309.30 MH2 MANHOLE 320.62 RIM FLUSH w PAVEMENT METER #3 167.16 152.74 181.83 74.15 634.39
S4 MH3 MH4 8 365.69 0.50 309.40 311.23 MH3 MH WATER TIGHT w OP CONN. 320.02 RIM FLUSH w PAVEMENT METER #4 19.72 223.73 24.15 220.36 119.20
S5 MH4 MH5 8 31.50 0.50 311.33 311.49 MH4 MANHOLE WATER TIGHT 319.93 RIM FLUSH w PAVEMENT METER #5 231.56 163.19 246.77 165.19 734.26
S6 MH5 MH6 8 193.00 0.50 311.59 312.56 MH5 MANHOLE 320.90 RIM 3" ABOVE FINISH GRADE METER #6 220.50 153.09 235.24 155.07 668.17
S7 MH6 MH7 8 139.88 0.50 314.42 315.12 MH6 MANHOLE 320.90 RIM 3" ABOVE FINISH GRADE METER #7 399.16 224.20 411.82 232.46 919.83
S8 MH7 MH8 8 273.12 0.50 316.85 318.22 MH7 MANHOLE 320.30 RIM 3" ABOVE FINISH GRADE METER #8 121.91 176.79 103.14 N/A 368.17
S9 MH8 MH9 8 47.87 0.50 318.32 318.56 MH8 MANHOLE 321.50 RIM FLUSH w PAVEMENT METER *9 N/A 6.32 N /A 15.00 N/A
510 MH9 CO-1 6 153.96 1.00 318.72 320.26 MH9 MANHOLE 322.00 RIM FLUSH w/PAVEMENT
S11 MH1 CO-2 6 299.29 1.50 310.91 315.40 CO-1 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD
S12 MH3 MH10 8 101.18 0.50 311.45 311.96 CO-2 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD
S13 MH10 MH11 8 208.05 0.50 312.06 313.10 MH10 MANHOLE 320.12 RIM FLUSH w/PAVEMENT
S14 MH11 CO-3 6 280.67 1.00 313.26 316.07 MH11 MANHOLE 322.42 RIM FLUSH w PAVEMENT
S15 MH10 CO-4 6 265.97 1.00 312.58 315.19 CO-3 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD
S16 MH7 MH12 8 100.70 0.50 315.93 316.43 CO-4 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD
S17 MH12 MH13 8 121.67 0.50 316.53 317.14 MH12 MANHOLE 321.05 RIM FLUSH w PAVEMENT
S18 MH13 MH14 8 1 105.03 0.50 317.24 317.77 MH13 MANHOLE 321.02 RIM FLUSH w/PAVEMENT
S19 MH14 CO-5 6 76.88 1.00 317.93 318.70 MH14 MANHOLE 322.75 RIM 3" ABOVE FINISH GRADE
S20 MH14 CO-6 6 40.79 1 1.00 318.39 318.80 CO-5 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD
NOTES: CO-6 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD
1. UNLESS SPECIFICALLY IDENTIFIED ALL SANITARY SEWER SHALL BE PVC (SCH 40).
2. THE MINIMUM SLOPE FOR ALL 4" SANITARY SEWER LEADS IS 2.00X
3. CLEANOUTS SHALL BE PLACED ON 4" & 6" SEWER LINES AT 100' SPACINGS AND AT ALL BENDS GREATER
IHAN 45 DEGREES.
4. UNLESS SPECIFICALLY IDENTIFIED ALL TWO-WAY CLEANOUTS, AT BUILDING ENTRY POINTS, SHALL BE A
MINIMUM OF 4.5' BELOW THE FINISH FLOOR ELEVATION.
5. GRAVITY UTILITY CROSSING WITH A CALCULATED SEPERATION OF 12", OR GREATER, ARE NOT IDENTIFIED.
-0HE- I
CALL BEFORE YOU DIG
TEXAS ONE CALL SYSTEM
1-800-245-4545
(AT LEAST 72 HOURS PRIOR TO DIGGING)
WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRCCTIlN1 AND IS SOLELY RESPONSIBLE FOR :ILL DAMAGES
TO EXISTING UTILITIES DLT TO ANY CONSTRUCTION ACTIVITY.
SYMBOL & LINE LEGEND
0
POWER POLE
3�
LIGHT POLE
GUY WIRE ANCHOR
mw
GAS PIPELINE RISER
D4wv
WATER VALVE
®wM
WATER METER
IDCV
DOUBLE CHECK VALVE
Z EV
ELECTRIC VALVE
4D BV
BALL VALVE
®EM
ELECTRICAL TRANSFORMER
EDcM
GAS METER
OO MH
MANHOLE
oc.o.
CLEANOUT
a&FH
FIRE HYDRANT
®TP
TELEPHONE PEDESTAL
IN Al
AREA INLET
B
JUNCTION BOX
0-: jAL
AREA LIGHT (GROUND)
o PB
FIXED PIPE BOLLARD
�J
CURB INLET
- - -
BUILDING SETBACK LINE
-------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E-
PUBLIC UTILITY EASEMENT
2" or 4" PRIVATE WATER SERVCIE
2" or 4" FIRE SUPPLY LINE
4", 6", or 8" SAN. SEWER SERVICE
PRIMARY ELECTRIC CONDUIT
SECONDARY ELECTRIC CONDUIT
PLAN NOTES:
1. REFER TO SHEET CO.1 & CO.2 FOR SITE,
PARKING, AND MISC. CONSTRUCTION NOTES.
2. REFER TO SHEET C3.4 FOR MISCELLANEOUS
DETAILS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT ALL EXISTING IMPROVEMENTS
(MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...)
ARE ADJUSTED SO THAT THEY ARE FLUSH WITH
THE NEW SIDEWALKS AND PAVEMENT.
CoCS ELECTRICAL NOTES:
1. THE CONTRACTOR SHALL INSTALL THE
PRIMARY AND SECONDARY ELECTRICAL CONDUIT
PER COLLEGE STATION UTILITIES (CSU)
SPECIFICATIONS AND DESIGN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
EXTEND ALL NEW CONDUIT FROM EXISTING STUBS
OR DESIGNATED TRANSFORMERS (OR OTHER
EXISTING DEVICES).
3. THE CONTRACTOR SHALL BE INSTALL ALL
ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E.
TRANSFORMERS, PULL BOXES, ETC...) IN
ACCORDANCE WITH CSU SPECIFICATIONS AND
DESIGN DATA.
4. THE CONTRACTOR SHALL INSTALL PULL
BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS
AND DESIGN. PULL BOXES SHALL BE PROVIDED
BY CSU.
+
7607 EASTMARK DR., STE. 250F <77840>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: eiviil@rmengineer.com
OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. 17-4695
SURVEYOR
KERR SURVET'ING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
r,"1.ARKI DATE I DESCRIPTION
SUBSTANTIALLY
COMPLETE
ISSUED FOR
CONSTRUCTION
4120111
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
BE USED FOR
CONSTRUCTION.
+r
B.
8583
+!1 Is, -
\%
'� LL W
0 <
Q
w Z X 0- Q
o w �- F_
Z ZW
Of Luw (/)
J Q Z >z
I` 0 m o
m
� U
O
Qf F �O
W (n Q
J m
LL
Q
~ W F- W " o
a
Ld
W Q W' o u,
J Y q
(n Z 0 O o
I Ca m
Z 0
O F-
O
J
W
CLIENT INFORMATION
AMERICAN CAMPUS COMMUNITIES (OP), LP
c/o CHUCK CARROLL
12700 HILL COUNTRY BLVD., STE. T-200
AUSTIN, TX 78738
CCARROLL®AMERICANCAMPUS.COM
PH: (512) 732-1000
FX: (512) 732-2450
FILENAME: 041 8UP1 A I SCALE: 1"=30'
SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 13 PAGES:46-75
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
178 - 0418
SHEET 1 4 OF 35