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P.P.
STA. 4+66.47: SANITARY SEWER LINE "Sl" 3"0 ADS STA. 4+66.47 to STA. 5+62.13:
4'0 RECEIVING MANHOLE S SEWER SANITARY SEWER LINE "Sl"
ANG RT. - 270' 00' / PRIVATE FORCEMAIN IN MARION
1 0 PUGH R.O.W.
Z- 6 0 0-
NOTE- APPROXIMATE LOCA 60 L.F. OF ROAD BORE (DRY) w/
PRIOR TO CONNECTION OF 4" OF EXISTING 18" PUBLIC .84 L.F. OF 12 STEEL ENCASEMENT
PRIVATE FORCEMAIN TO THE PUBLIC WATER LINE (3/8" WALL THICKNESS) & 96 L.F.
SANITARY SEWER LINE THE N ' V , � 4" PVC CERTA-LOK (DR 18, CL
CONTRACTOR SHALL VERIFY, TO T. M. 2 235) LOCKING JOINT CARRIER PIPE
THE SATIFICATION OF THE CITY OF w/CASING & END SEALS 30 60
COLLEGE STATION, THAT THE ELEV. / =324,18' MWb
PRIVATE SANITARY SEWER SYSTEM
AND LIFT STATION IS WATER-TIGHT 2 A. 1. SCALE: 1" = 30'
AND NOT PRODUCING AN
INFLOW INFILTRATION PROBLEM. w
S
L.P. w
/V
40' P.U.E
(705/619) 00-
STA. 3+06.21: SANITARY SEWER LINE "S1"
4'0 STANDARD MANHOLE #1 STA. 5+62.13: SANITARY SEWER LINE "Sl"
STA. o+oo: SANITARY SEWER LINE "Sl" / / , ( 5 1-4" (MJ) 45 BEND
TIE INTO EXISTING MANHOLE ANG RT.=116* 35' 23" � , P - P. / 'G.V. / ,\ �� �� I/ 0 4 - 1-4" (MJ) 11.25 BEND
EXISTING 8" DIP PUBLIC REMOVE & REPLACE w/30 GAL. 1-4" (MJ) GATE VALVE & BOX >
REMOVE & REPLACE w/30 GAL. s - 41�
SANITARY SEWER LINE 30"0 ADS
CALIPER) LIVE OAK (>2" CALIPER) RM SEWER Z
LIVE OAK (>2 sio C.
\ !Ld ly
25' P.U.E
(705/61 8" PVC (SDR-26, D3034) F.H.
PROPOSED s
SANITARY SEWER LINE ')S1 3? C.O. CD
TELEPHONE Ui WATER LINE "W1
VAULTS j"/ SEE SHEET C2.2 \ `'`�- 1��_,, / _ L. �i
2+
E.
N 41'21'05" E L.P. T /
/�, 1 1 1 3D PROPOSED b,
PRIVATE FORCEMAIN,
G. V. 3 TRAFFIC BENCHMARK DATA:
F.H. SEE SHEET C1.3C
q6 7_007- z SIGN
Zy- UT T.B.M. ;� R.R. SPIKE IN POWERPOLE LOCATED IN THE
SOUTHWEST CORNER OF THE INTERSECTION OF MARION
APPROXIMATE LOCATION OF
P. A R OA D.
PUGH H D R IVE AND LUTHER R AD.
UNDERGROUND TELEPHONE (ELEV. = 331.75*-NAD 83)
APPROXIMATE LOCATION ELECTRICAL �� // _ AN 'OHe,
OF EXISTING 8" PUBLIC HOLLEMAN DRIVE WEST VAULT T.B.M. #2.- SQUARE CHISELED IN SOUTHWEST CORNER OF
WATER LINE (60' RIGHT-OF-WAY) TELEPFkNE CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH
MARKER S DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF
TELEPH ITS INTERSECTION WITH HOLLEMAN DRIVE.
MARKER
(ELEV. = 324.18'-NAD 83)
APPROXIMATE LOCATION
P. P. /*\—OF 10" WELLBORN PLAN NOTES:
WATER LINE
1. REFER TO SHEETS COA & CO.2 FOR CONSTRUCTION
s (D P, GV NOTES AND SPECIAL SPECIFICATIONS.
CALL BEFORE YOU DIG 7 4 S
APPROXIMAIE LOCAIION 9. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS
TEXAS ONE CALL SYSTEM OF EXISTING 8" PUBLIC UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS
1-800-245-4545 WATER LINE FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY
(AT LEAST 72 POURS PRIOR To DIGGING) : CONSTRUCTION.
WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 01 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN
r TO EXISTING IfTILITTES TAIR TO AW CONSTRUCTION ACTIVITY, I V APPROXIMATE LOCATION/
f " APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE
1v OF EXISTING 8 PUBLIC
WATER LINE 0 F H AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM
20' P.U.E. . . MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE
(2948/89) GROUND UTILITY FEATURES, AS SHOWN.
"S1" — PLAN VIEW STA.
SCALE: 1 "=30'
0
vv S1 " — FARO
HORZ: 1"=3C
VERT 1"=3'
7607 EASTMARK DR., STE. 250F <77840>
: OFFICE BOX 9253
_'OLLEGE STATION, TEXAS 77842
-'MAIL: civil@,miengineer.com
DFFICE - (979) 764-0704
F AX
- (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
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�T_f ANITARY SEWER LINE "SI" s
30 ADS �TORM
STA. 5+29
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311
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SANITARY SEWER LINE "S1
45
v
STA. 4+66.47 to STA. 5+62.13: SANITARY SEWER LINE » S1 ».
PRIVATE FORCEMAIN IN MARION PUGH R.O.W.
60 L.F. OF ROAD BORE (DRY) w/ 84 L.F. OF 12" STEEL'
308
ENCASEMENT (3/8" WALL THICKNESS) & 96 L.F. OF 4" PVC
CERTA LOK (DR 18, CL 235) LOCKING JOINT CARRIER PIPE
w/CASING SPACERS & END SEALS.
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7607 EASTMARK DR., STE. 250F <77840>
: OFFICE BOX 9253
_'OLLEGE STATION, TEXAS 77842
-'MAIL: civil@,miengineer.com
DFFICE - (979) 764-0704
F AX
- (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
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 �� F'11r: (512) 732-2450
SC&
FILENAME: 0418S113 SCALE; AS NOTED
w 01 SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11
Cum!, N CD E DRAWN BY: R.A.M.
JAN "I OUR FIELD BOOK: : 13 R .A.M.
PAGES: 46-75
COLLEGE sTATION RME CONSULTING ENGINEERS
ENGINEERING CLIENT NO. PROJECT NO.
- 178 — 0418
12,
SHEET 240F 32
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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 �� F'11r: (512) 732-2450
SC&
FILENAME: 0418S113 SCALE; AS NOTED
w 01 SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11
Cum!, N CD E DRAWN BY: R.A.M.
JAN "I OUR FIELD BOOK: : 13 R .A.M.
PAGES: 46-75
COLLEGE sTATION RME CONSULTING ENGINEERS
ENGINEERING CLIENT NO. PROJECT NO.
- 178 — 0418
12,
SHEET 240F 32
30" 0 SANITARY SEWER
MANHOLE RIM
& COVER
CONCRETE
MANHOLE
CAST /DUCTILE IRON
COMBINATION & L
MECHANICAL PLUG
.°
' C•
d
-d
4 --/� /-4 " 45'
(MJ) BEND
MARK SLEEVING LOCATION
w/3/8 "x2" GALVANIZED
CARRIAGE BOLT
:.a
GRAVITY
SEWER LINE
GRAVITY
SEWER LINE
I \-RESTRAINED JOINT
.4'
SLEEVING (SEE PLANS
FOR SIZE & TYPE)
4 "x 4" (MJ) WATER /SEWER CROSSING NOTES:
SWEEPING WYE 1, REPLACE SANITARY SEWER, A MINIMUM OF 18' CENTERED ON THE WATER LINE,
WITH SDR -26, CLASS 160, IF SEWER IS DISTURBED OR SHOWS EVIDENCE OF
LEAKING. THIS WORK SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE
CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS.
2. BOTH THE WATER LINE AND EXISTING SANITARY SEWER SHALL PASS A PRESSURE
TEST IN ACCORDANCE WITH THE SPECIFICATIONS.
3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS
REPLACED WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE
WATER LINE. BACKFILL NEW SANITARY SEWER LINE w /CEMENT STABILIZED SAND
BEDDING A MINIMUM OF 20' CENTERED ON THE WATER LINE.
RECEIVING MANHOLE
N.T.S.
SEAL END w /CEMENT
GROUT OR MANUFACTURE'S
SEAL
F -
I WATER LINE
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9' (MIN
I II
°
\�\ /
z I -- —
ENCASEMENT PIPE (IF APPLICABLE),
SEE DETAIL THIS SHEET
VIA NOTE: WHERE A 9' SEPARATION DISTANCE CANNOT BE
ACHIEVED, THE POTABLE WATER LINE SHALL BE
ENCASED IN A JOINT OF PRESSURE CLASS PIPE, (SIZE
W L 0 + 2 AND TYPE AS SHOWN ON THE PLANS). WHEN THE
PIPE SIZES POTABLE WATER LINE IS ENCASED, THE ABSOLUTE
MINIMUM SEPARATION DISTANCE SHALL NOT BE LESS
THAN FOUR FEET.
r
PLACE BOLT IN CURB
IF NO SIDEWALK IS SPECIFIED
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EXTEND SLEEVING 24" (MIN.) - z
BEYOND PAVEMENT & SEAL, 0 0
TAPE OPENING (BOTH ENDS)
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\- EXI STI N G OR
PROPOSED GRADE
18' -0" (MIN) CENTER JOINT OF PIPE
OVFR SANITARY SEWER
DIP WATER LINE
(CLASS 350)
EXISTING SANITARY SEWER LINE
(SEE NOTE #1)
ENCASEMENT PIPE,
TRENCH SHORING — MINIMUM REQUIREMENTS
_
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DEPTH
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CROSS BRACES, WIDTH OF TRENCH
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MAXIMUM
MINIMUM
MAXIMUM
DIP WATER LINE
(CLASS 350)
EXISTING SANITARY SEWER LINE
(SEE NOTE #1)
ENCASEMENT PIPE,
TRENCH SHORING — MINIMUM REQUIREMENTS
_
SIZE & SPACING OF MEMBERS
DEPTH
KIND OR CONDITION
UPRIGHTS
STRINGERS
CROSS BRACES, WIDTH OF TRENCH
MAXIMUM SPACING
OF TRENCH
(ft)
OF EARTH
MINIMUM
MAXIMUM
MINIMUM
MAXIMUM
UP TO 3
3 TO 6
6 TO 9
9 TO 12
12 TO 15
AL
OR(0
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DIMENSION
SPACING
DIMENSION
SPACING
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FEET
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SOFT, SANDY, OR FILLED
3 x 4
OR
CLOSE
SHEETING
4 x 6
4
4 x 4
4 x 6
6 x 6
6 x 8
8 x8
4
6
2 x 6
HYDROSTATIC PRESSURE
3 x 4
OR
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4 x 6
6 x 6
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8 x 8
4
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2 6
3 x 4
10 TO 15
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SOFT, SANDY, OR FILLED
3 x 4
OR
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4 x 6
4
4 x 6
6 x 6
6 x 8
8 x 8
8 x 10
4
6
2 x 6
HYDROSTATIC PRESSURE
3x6
CLOSE
SHEETING
8 x 10
4
4x6
6x6
6x8
8x8
8 x 10
4
6
15 TO 20
ALL KINDS OR CONDITIONS
3x6
CLOSE
SHEETING
4 x 12
4
4 x 12
6x8
8x8
8 x 10
10x10
4
6
OVER 20
ALL KINDS OR CONDITIONS
3x6
CLOSE
SHEETING
6x8
4
4 x 12
8x8
8 x 10
10x10
10x12
1 4
6
1 TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS
NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING
AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD.
MJ WYE 18' JOINT OF D.I.P.
d w /10 MIL POLYWRAP
° 6,> +18
TYP I
{ )
N INFLUENT
_
LIN
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DUCTILE IRON PIPE
MATCH
SOFFIT OF
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SEWER MAIN
a - INFLUENT LINE
j D.I.P.
\i `•�MJ 90'
y = . BEND
\/ /
EXTEND MANHOLE
BASE TO SUPPORT
D DROP CONNECTION
DROP CONNECTION
24 0 SANITARY SEWER MANHOLE RING
& COVER or BOLT DOWN WATERTIGHT
RING & COVER ELEVATED 3" (MIN) RING & COVER (WT)
ABOVE GRADE IN NON- PAVEMENT AREAS RING & COVER FLUSH w /GRADE IN
PAVEMENT AREAS
SEE NOTE #1 =
PRECAST REINFORCED CONCRETE
MANHOLE (ASTM C -478)
RUBBER - GASKET JOINTS w /MORTAR
SEALANT INSIDE AT ALL JOINTS
SEE NOTE #5
9" (MAX) ---I
PLUG (SIZE AS REQUIRED) --��
5" (SEE NOTE #4)
_ � 6 »
" PER 12"
MANHOLE BASE (SEE NOTE #3)
MANHOLE FOUNDATION
(SEE NOTE #3)
SEAL END w /CEMENT
GROUT OR
MANUFACTURES SEAL
•.�,.r.., • '�i /lam! /�� /lei
#4 BARS @ 8" O.C.E.W.
(NOTE: MANHOLES WITH DEPTHS #4 BARS BENT @ 90' &
GREATER THAN 12' WILL REQUIRE 2 TIED TO WALL AND
MATS OF REINFORCING STEEL) BASE ( 24" SPACING)
STANDARD MANHOLE NOTES:
1. A MAXIMUM OF 4 AND A MINIMUM OF 2 THROAT RINGS SHALL BE
USED AT EACH MANHOLE IN NEW OR EXISTING STREETS.
2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING /COVER,
ADJUSTMENT RINGS AND CHIMNEY OR CORBEL /CONE SECTION.
3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS:
MANHOLE DEPTH BASE THICKNESS
(ft) (in)
0 - 6 6"
6 - 12 6" PLUS 1' OF CEMENT
STABILIZED SAND
12 & OVER 12" PLUS 1' OF CEMENT
STABILIZED SAND
4. CONCRETE SHALL HAVE A STRENGTH OF 4,000 PSI AT 28 DAYS.
5. MANHOLE LOCATION AND COMPACTION AS FOLLOWS:
LOCATION COMPACTION REQUIREMENT
PAVEMENT 98% STANDARD PROCTOR
ASTM D698
LANDSCAPED AREAS 90% STANDARD PROCTOR
ASTM D698
ON —SITE PRIVATE
STANDARD PRECAST MANHOLE
N.T.S.
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SPECIAL NOTES:
1. CLAYS, SILTS, LOAMS, OR
NON- HOMOGENEOUS SOILS REQUIRE
SHORING AND BRACING.
2. THE PRESENCE OF GROUND WATER
REQUIRES SPECIAL TREATMENT.
APPROXIMATE ANGLE OF REPOSE
FOR SLOPING OF SIDES OF EXCAVATIONS
1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF
TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS
DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD SHALL PREVAIL.
2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED, USE THIGH SHEETING. THIGH
SHEETING REFERS TO THE USE OF SPECIAL TIMBER PLANKS AT LEAST THREE INCHES
THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION, THAT WHEN DRIVEN OR
PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF
WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE -BY -SIDE
ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM.
3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER.
4. WALLS ARE TO BE INSTALLED WITH THE GREATER DIMENSION HORIZONTAL.
5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO
THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE -HALF FEET, UPRIGHTS SHALL
BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE USED. WHERE UPRIGHTS ARE
EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE
TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS
ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUD
SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.)
6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSS
BRACES.
7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INSTALLATION IS TO START
FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD.
8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION,
AND BE RETAINED IN AN EFFECTIVE MANNER.
9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST
BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT.
10. DIVERSION DIKES AND DITCHES OR OTHER SUITABLE MEANS MUST BE USED TO
PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION AND TO PROVIDE
ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER IS NOT
ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION.
11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE
PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL
TRAVEL.
-A
7607 EASTMARK DR., STE_ 250F <77840>
POST OFFICE SOX 9253
COLLEGE STA'T'ION, TEXAS 77842
EMAIL: civil. @rmengineer.com
OFFICE - (979) 764 -0704
FAX - (979) 764 -0704
TEXAS FIRM REGISTRATION No. F4695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268 -3195
FAX: (979) 691 -8904
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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
F,•::
(51 q) 132 -2450
FILENAME: 0418CV1 B SCALE:AS NOTED
SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11
DRAWN BY: R.A.M.
CIILCKLD BY: R.A.M.
FIELD BOOK: 13 PAGES: 46 -75
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
178 0418
SHEET �� OF 32
Sam
r
x
a
\\
a W
w
0<
o
Sam
r
EXISTING 8" DIP PUBLIC
SANITARY SEWER LINE
25' P.U.E
(705/619)
"SS
File', ma
STA. 4+66.47: SANITARY SEWER LINE "S1" P.P. �� STA. 4+66.47 to STA. 5+62.13:
l 30" 0 ADS
4'0 RECEIVING MANHOLE #2STORM SEWER I / SANITARY SEINER LINE "S1"
J /
ANIG RT.=270' 00' 00" PRIVATE FOR(�EMAIN IN MARION
PUGH R.O.W.
APPROXIMATE LOCATION z`' / s .00, 60 L.F. OF ROAD BORE (DRY) w/
NOTE: OF EXISTING '18" PUBLIC r p &0'��y o 84 L.F. OF 1 STEEL ENCASEMENT
PRIOR TO CONNECTION OF 4" WATER LINE / £ "
PRIVATE FORCEMAIN TO THE PUBLIC / / / X 1 (3/8 WALL THICKNESS) & 96 L.F.
SANITARY SEWER LINE THE J ;� /v / / OF 4" PVC CERTA-LOK (DR 18, CL
CONTRACTOR SHALL VERIFY, TO p / sass?l 235) LOCKING JOINT CARRIER PIPE
THE SATIFICATION OF THE CITY OF T. .M. 2 J e"F f w/CASING SPACL� & END SEALS
COLLEGE STATION, THAT THE ELEV.=324.18' / _ / _ 06-N--
PRIVATE SANITARY SEWER SYSTEM 2 / / 4 I A. I. w
AND LIFT STATION IS WATER -TIGHT
AND NOT PRODUCING AN
INFLOW/INFILTRATION PROBLEM. I. \
L.P.
40' P.U.E
(705/619) /J / O - - ` -
w C.I. r
STA. 3+06.21: SANITARY SEWER LINE "S1" Q � j/ `�/ / STA. 5+62.13: SANITARY SEWER LINE "S1"
STA. Q+OO: SANITARY SEWER LINE "S1" 4'0 STANDARD MANHOLE #1
TIE INTO EXISTING MANHOLE ANG RT.=116' 35' 23" / Pp .J �"� j // �,`� GV / 1-4",>
(MJ) 45 BEND
f � �� � 1-4" (MJ) GATE • BEND
&BOX
REMOVE & REPLACE w/30 GAL. REMOVE & REPLACE w/30 GAL. � ( )
LIVE OAK >2" CALIPER / 3o"b ADS,�►Z
LIVE OAK (>2" CALIPER) ( ) S1 -ORM SEWER �yr / /q� ; � /^'3
F.H.
8" PVC (SDR -26, D3034)
PROPOSEDiw G o
30
SCALE: I" = 30'
w "1
WI _ W
SANITARY SEWER LINE S1 6 p / WATER LINE "W1" ��' i 7
TELEPHONE / �
VAULTS / / SEE SHEET C2.2
1+00 -- 2+00 � l y X4-0 // �/ / s
L. P. A \ ; E.Tj
N 41'21'05" EJ
j �� // f f e f PROPOSED \ ,r
TRAFFIC 3 PRIVATE . BENCHMARK DATA:
$„w 8„w 8 Ww -7_0 UT SIGN
J SEE SHEETHEET C13C 3C
°
F. H.
UT / �` T.B.M.11- R.R. SPIKE IN POWERPOLE LOCATED IN THE
SOUTHWEST CORNER OF THE INTERSECTION OF MARION
APPROXIMATE LOCAT10N OF �' � / - �_ . -�� -P. ` PUGH DRIVE AND LUTHER ROAD.
UNDERGROUND TELEPHONE / / �' // �N `"`� (ELEV. = 331.75' -NAD 83)
APPROXIMATE LOCATION TRICAL// _ ...ON `OHe- _ , �
OF EXISTING 8' PUBLIC HOLLE AN DRIVE WEST ELECVAULT
WATER LINE (60' RIGHT-OF-WAY) TELEMbN E pHE
MARKER -0N6- _ j
MARKER NE
60
s TSI' j
CALL BEFORE YOU DIG
TEXAS ONE CALL SYSTEI<I
1-800-245-4545
(AT LEAST 72 I1OURS PRIOR TO DIGGING)
WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND .ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DSL\{AGES
TO E%ISTING IITTIATIRS DUE TO ;IVY CONSTRUCTTON ACTIVITY.
P. P.
11 G.V.
APPROXIMAIE LOCATION
OF EXISTING 8” PUBLIC
WATER LINE I //
\ Y /
APPROXIMATE LOCATION
/ \\\---OF 10” WELLBORN
-I WATER LINE
APPROXIMATE LOCATION
OF EXISTING 8" PUBLIC -�
WATER LINE 20' P.U.E._j
(2948/89)
„S1" _ PLAN VIEW - STA. 0+00 to EN®
SCALE: 1"=30'
T.B.M. -- SQUARE CHISELED IN SOUTHWEST CORNER OF
�• 3 CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH
�W DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF
ITS INTERSECTION WITH HOLLEMAN DRIVE.
(ELEV. = 324.18' -NAD 83)
PLAN NOTES:
1. REFER TO SHEETS C0.1 & CO.2 FOR CONSTRUCTION
NOTES AND SPECIAL SPECIFICATIONS.
2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS
UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS
FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY
CONSTRUCTION.
3. THE EXISTING UTILITY LINES SHOWN ARE IN AN
APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE
AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM
F. H. MEETINGS) WITH THE UTILITY COMPANIES AND ABOVE
GROUND UTILITY FEATURES, AS SHOWN.
1
485179 PROF
HORZ: 1"=30'
VERT. 1"=3'
r �
7607 EASTMAItK UK., STE. 250E <77846>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil(a)rmengineerxom
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
Z 1 'S/1� MAARION PUGH, TO 4^ PRIVATE FORCE
GRADING ADJUSTMENTS THROUGH T
1 5/20/11 (+0.85') AND OTHER VARIOUS CHA C
MARK DATE DESCRIPTION
SUBSTANTIALLIF
C UM
Allhumm PETE
ISSWED FOR
CONSTRUCTION
12AftA
1'
CONSTRUCTION DRAWING
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NO
BE USED FOR
CONSTRUCTION.
OF TE.i-� l�
.. tt
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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) 732-2150
�Cfi .l.�jY
`%� FILENAME: 0418S1 B SCALE: AS NO ED
1wV1 4� SUBMITTED DATE: 2/23/11, 4/4/11, 4/20;/11
'� � DRAWN BY: R.A.M.
t JR4 i y CHECKED BY: R.A.M.
13 ! 1 FIELD BOOK: 13 PAGES: 46-75
)LLEGE STATIONRME CONSULTING ENGINEER
ENGINEERINGCLIENT NO. PROJECT NIJ.
178 - 0418
SHEET 24 OF 32
—'<
—
329
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SANITARY SEWER LINE "S1"
_._- 30"0 ADS
-� —
-
5+
9 _
h
-.---
-
. -•
- - -_
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10" WELL
ORt WATER
- - -
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311
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-
---
STA. 5+53
-PROPOSED
- WATER LINE "W1"
-WATER
---F/L=316.89'
11
--�
��-�--
STA: 472:80-
F-
-BEM--
-
_�__
-
- 8" PVC (SDR -26, D3034)
SANITARY SEWER LINE "S1"
-
___�
__-
— -
-
--- — -
_-
308
u
3®�
STA. 4+66.47 to STA. 5+62.13: SANITARY SEWER LINE "S1"
- PRIVATE FORCEMAIN IN MARION PUGH R.O.W.
60 L.F. OF ROAD BORE (DRY) w/ 84 L.F. OF 12" STEEL
ENCASEMENT (3/8" WALL THICKNESS) & 96 L.F. OF 4" PVC.
CERTA-LOK (DR 18, CL 235) LOCKING JOINT CARRIER PIPE
w/CASING SPACERS & END SEALS.
—
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-
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485179 PROF
HORZ: 1"=30'
VERT. 1"=3'
r �
7607 EASTMAItK UK., STE. 250E <77846>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil(a)rmengineerxom
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
Z 1 'S/1� MAARION PUGH, TO 4^ PRIVATE FORCE
GRADING ADJUSTMENTS THROUGH T
1 5/20/11 (+0.85') AND OTHER VARIOUS CHA C
MARK DATE DESCRIPTION
SUBSTANTIALLIF
C UM
Allhumm PETE
ISSWED FOR
CONSTRUCTION
12AftA
1'
CONSTRUCTION DRAWING
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NO
BE USED FOR
CONSTRUCTION.
OF TE.i-� l�
.. tt
�....8... ...... ....�
8583 •� ,�
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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) 732-2150
�Cfi .l.�jY
`%� FILENAME: 0418S1 B SCALE: AS NO ED
1wV1 4� SUBMITTED DATE: 2/23/11, 4/4/11, 4/20;/11
'� � DRAWN BY: R.A.M.
t JR4 i y CHECKED BY: R.A.M.
13 ! 1 FIELD BOOK: 13 PAGES: 46-75
)LLEGE STATIONRME CONSULTING ENGINEER
ENGINEERINGCLIENT NO. PROJECT NIJ.
178 - 0418
SHEET 24 OF 32
30" 0 SANITARY SEWER
MANHOLE RIM
& COVER
CONCRETE
MANHOLE d
4 45'
_(MJ) BEND
CAST/DUCTILE IRON' -.A
COMBINATION &
MECHANICAL PLUG
d a
4-
RESTRAINED JOINT
_4SWEEPING WYE tm
° d .
GRAVITY
SEWER LINE °a a
RECEIVING MANHOLE
N.T.S.
MARK SLEEVING LOCATION PLACE BOLT IN CURB
w/3/8"x2" GALVANIZED IF NO SIDEWALK IS SPECIFIED
CARRIAGE BOLT
EXTEND SLEEVING 24" (MIN.) _ Z /\/\\ b
— BEYOND PAVEMENT &SEAL, 00 �N,1\1
TAPE OPENING (BOTH ENDS)
WATER LINE/SANITARY SEWER
-MANHOLE SEPARATION
SLEEVING (SEE PLANS
FOR SIZE & TYPE)
U.T.S.IRRIGATION SLEEVING_
WATER /SEWER CROSSING NOTES:
1. REPLACE SANITARY SEWER, A MINIMUM OF 18' CENTERED ON THE WATER LINE,
WITH SDR -26, CLASS 160, IF SEWER IS DISTURBED OR SHOWS EVIDENCE OF
LEAKING. THIS WORK SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE
CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS.
2. BOTH THE WATER LINE AND EXISTING SANITARY SEWER SHALL PASS A PRESSURE
TEST IN ACCORDANCE WITH THE SPECIFICATIONS.
3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS
REPLACED WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE
WATER LINE. BACKFILL NEW SANITARY SEWER LINE w/CEMENT STABILIZED SAND
BEDDING A MINIMUM OF 20' CENTERED ON THE WATER LINE.
N W
J W
� a-
n
C,
r-1
SEAL END w/CEMENT
z u
BE ANY
GROUT OR MANUFACTURE'S
DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF
ENCH
SEAL
r
OF TRENCH OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 T
(ft}
cy �
i
TO 15
WATER LINE
I
I
r
I
0
z
VERTICAL
(ft}
HORIZONTAL
(ft)
(In) (ft) (in) (ft) (in) (in) (in)
)
zz
i
i(in)
i 9' (MIN) I' `l 1l
0
� T
-
i D
.., z
ATER DIMENSION
1 11
0 0
ER OFjHE
LOWEST CROSS BRACE TO
-co LLJ
D ONE; HALF
FEET, UPRIGHTS SHALL
w
USED:
WHERE UPRIGHTS ARE
z 1
5 TO 10
!�
w
0
6
LACHES. WHEN MUD SILLS
ARE USED, THE VERTICAL DISTANCE SHALL NO
2 x 6
—ENCASEMENT PIPE (IF APPLICABLE),
4 x 6
6 j
SEE DETAIL THIS SHEET
6
x 8
NOTE: WHERE A 9' SEPARATION DISTANCE CANNOT BE
6
ACHIEVED, THE POTABLE WATER LINE SHALL BE
2 x 6
ENCASED IN A JOINT OF PRESSURE CLASS PIPE, (SIZE
STALLATION IS TO START
W.L.0 + 2
'l AND WORK
AND TYPE AS SHOWN ON THE PLANS). WHEN THE
PIPE SIZES
- FROM THE
POTABLE WATER LINE IS ENCASED, THE ABSOLUTE
AND BE RETAINED IN AN EFFECTIVE MANNER.
MINIMUM SEPARATION DISTANCE SHALL NOT BE LESS
R AN EXCAVATION,
THE WALLS MUST
THAN FOUR FEET.
WATER LINE/SANITARY SEWER
-MANHOLE SEPARATION
SLEEVING (SEE PLANS
FOR SIZE & TYPE)
U.T.S.IRRIGATION SLEEVING_
WATER /SEWER CROSSING NOTES:
1. REPLACE SANITARY SEWER, A MINIMUM OF 18' CENTERED ON THE WATER LINE,
WITH SDR -26, CLASS 160, IF SEWER IS DISTURBED OR SHOWS EVIDENCE OF
LEAKING. THIS WORK SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE
CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS.
2. BOTH THE WATER LINE AND EXISTING SANITARY SEWER SHALL PASS A PRESSURE
TEST IN ACCORDANCE WITH THE SPECIFICATIONS.
3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS
REPLACED WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE
WATER LINE. BACKFILL NEW SANITARY SEWER LINE w/CEMENT STABILIZED SAND
BEDDING A MINIMUM OF 20' CENTERED ON THE WATER LINE.
N W
J W
� a-
n
C,
DIP WATER LINE
(CLASS 350)
•\�,�\,/�\��\ ��\��\��� \— EXI STING OR
PROPOSED GRADE
M 18'-0" (MIN) CENTER JOINT OF PIPE
OVER SANITARY SEWER
WATER LINE
—EXISTING SANITARY SEWER LINE
(SEE NOTE #1)
/—ENCASEMENT PIPE,
10—V kMIN) ULN i tKtU UN JANI I ANY StWEH
WATER LINE -SANITARY
SEWER CROSSING(
N. T.S.
TRENCH SHORING - M-INIMUM REQUIREMENTS
r-1
r
z u
BE ANY
�C
DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF
ENCH
cn ^
MAXIMUM SPACING
OF TRENCH OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 T
(ft}
cy �
12
TO 15
L<1-!y\�i\%1i�%r�%r�!1�
THICK, STEEL SHEET PILING, OR SIMILAR CONS
r
WHEN DRIVEN OR
DIP WATER LINE
(CLASS 350)
•\�,�\,/�\��\ ��\��\��� \— EXI STING OR
PROPOSED GRADE
M 18'-0" (MIN) CENTER JOINT OF PIPE
OVER SANITARY SEWER
WATER LINE
—EXISTING SANITARY SEWER LINE
(SEE NOTE #1)
/—ENCASEMENT PIPE,
10—V kMIN) ULN i tKtU UN JANI I ANY StWEH
WATER LINE -SANITARY
SEWER CROSSING(
N. T.S.
TRENCH SHORING - M-INIMUM REQUIREMENTS
0
r
SIZE & SPACING OF MEMBERS
BE ANY
//z��
DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF
ENCH
cn ^
MAXIMUM SPACING
OF TRENCH OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 T
(ft}
12
12
TO 15
AT LEAST THREE INCHES
THICK, STEEL SHEET PILING, OR SIMILAR CONS
DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FEET
WHEN DRIVEN OR
FEET
z
VERTICAL
(ft}
HORIZONTAL
(ft)
(In) (ft) (in) (ft) (in) (in) (in)
)
04
i(in)
n
w ..
0
� T
>'N
�
3 x 4
ATER DIMENSION
HORIZONTAL.
5. IF THE VERTICAL DISTANCE FROM THE CEN
ER OFjHE
LOWEST CROSS BRACE TO
THE BOTTOM OF THE TRENCH EXCEEDS TWO A
D ONE; HALF
FEET, UPRIGHTS SHALL
BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE
USED:
WHERE UPRIGHTS ARE
EMBEDDED, THE VERTICAL DISTANCE FROM THE
5 TO 10
HARD, COMPACT
OR
6
LACHES. WHEN MUD SILLS
ARE USED, THE VERTICAL DISTANCE SHALL NO
2 x 6
4 x 4
4 x 6
6 j
6
6
x 8
4
6
2 x 6
M, THE I,
STALLATION IS TO START
FROM THE TOP OF THE TRENCH ` OR EXCAVATIO
'l AND WORK
DOWNWARD.
8. SPOIL MUST BE STORED TWO FEET OR MOF
- FROM THE
EDGE OF THE EXCAVATION,
AND BE RETAINED IN AN EFFECTIVE MANNER.
9. WHEN HEAVY LOADS MUST BE LOCATED N
R AN EXCAVATION,
THE WALLS MUST
3 x 4
Y SUPPORT
THE EXTRA WEIGHT.
10. DIVERSION DIKES AND DITCHES OR OTHER
SUITABLE
AEANS MUST BE USED TO
PREVENT SURFACE WATER FROM ENTERING AN
EXCAVATION
AND TO PROVIDE
.ADEQUATE DRAINAGE OF THE AREA ADJACENT
TO THE EX
AVATION. WATER IS NOT
ALLOWED TO ACCUMULATE IN A TRENCH OR EX
AVATION.
LIKELY TO CRACK2
OR
3
4 x 6
4
2 x 6
4 x 4
4 x 6
6
A 6
6'
x 8
4
6
6
SOFT, SANDY, OR FILLED
3 x 4
OR
CLOSE
SHEETING
4 x 6
4
4 x 4
4 x 6
6 x 6
6'
8
8
x 8
4
6
2 x 6
HYDROSTATIC PRESSURE
3 x 4
OR
CLOSE
SHEETING
6 x 8
4
4 x 4
4 x 6
6 x 6
6
8
8
x 8
4
6
2 x 6
3 x 4
10 TO 15
HARD
OR
4
4 x 6
4
4 x 4
4 x 6
6 x 6
6,
8
8x,
8
4
6
2 x 6
3 x 4
LIKELY TO CRACK
OR
2
4 x 6
4
4 x 4
4 x 6
6 x 6
6
8
8
x 8
6
2 -x 6
SOFT, SANDY, OR FILLED
3 x 4
OR
CLOSE
SHEETING
4 x 6
4
4 x 6
6 x 6
6 x 8
81
8
8
x 10
4
6
2 x 6
HYDROSTATIC PRESSURE
3 x 6
CLOSE SHEETING
8 x 10
4
4 x 6
6 x 6
6 x8
8
8
8
x 10
4
6
15 TO 20
ALL KINDS OR CONDITIONS
3 x 6
CLOSE
SHEETING
4x12
4
4x12
6 x 8
8 x 8
8x10
10
x10
4
6
OVER 20
ALL KINDS OR CONDITIONS
3 x 6
CLOSE
SHEETING
6 x 8
4
4 x 12
8 x 8
8 x 10
10
10
i
10
x 12
4
6
inc!Num UHumo IVIH I DL U3r-U uv utU ur, VK 11V UUMbINA IIUN WI IH, LKU55 HHAGtS. SHUKING IS
NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING
AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD.
MJ WYE 18' JOINT OF D.I.P.
d w/10 MIL POLYWRAP
( TYP ~�
) INFLUENT LINE
BANDED ADAPTOR
FLOWLINE TO o 18 DUCTILE IRON PIPE
�
MATCH
�j\j�\jam a M
i /j /j ♦ , (CLASS 350) —
SOFFIT OF d o MATCH SIZE OF
SEWER MAIN
fr\/ INFLUENT LINE
\\�X _ ra
D.I.P.
mi 90'
BEND
'd
a
EXTEND MANHOLE
BASE TO SUPPORT
DROP CONNECTION DROP CONNECTION24" 0 SANITARY SEWER MANHOLE RING
& COVER or BOLT DOWN WATERTIGHT
RING & COVER ELEVATED 3 (MIN) RING & COVER (WT)
ABOVE GRADE IN NON—PAVEMENT AREAS / / RING & COVER FLUSH w/GRADE IN
PAVEMENT AREAS
SEE NOT
PRECAST REINFORCED CONCRETE
MANHOLE (ASTM C-478) _
RUBBER—GASKET JOINTS w/MORTAR—
SEALANT INSIDE AT ALL JOINTS
SEE NOTE #5 —
SEAL END w/CEMENT
GROUT OR
MANUFACTURES SEAL
0
N
4'-0"
�\ w ry 5" (SEE NOTE #4)
�\ °- W
F-
9" (MAX) —•-' �'
0
PLUG (SIZE AS REQUIRED) ""�6"
MANHOLE BASE (SEE NOTE #3)—
MANHOLE FOUNDATION - _ PER 12"
(SEE NOTE #3)
#4 BARS Q 8" O.C.E.W.
(NOTE: MANHOLES WITH DEPTHS #4 BARS BENT @ 90' &
GREATER THAN 12' WILL REQUIRE 2 TIED TO WALL AND
MATS OF REINFORCING STEEL) BASE ( 24" SPACING)
STANDARD MANHOLE NOTES:
1. A MAXIMUM OF 4 AND A MINIMUM OF 2 THROAT RINGS SHALL BE
USED AT EACH MANHOLE IN NEW OR EXISTING STREETS.
2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER,
ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION.
3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS:
MANHOLE DEPTH BASE THICKNESS
(ft) (in)
0— 6 6"
6 — 12 6" PLUS 1' OF CEMENT
STABILIZED SAND
12 & OVER 12" PLUS 1' OF CEMENT
STABILIZED SAND
4. CONCRETE SHALL HAVE A STRENGTH OF 4,000 PSI AT 28 DAYS.
5. MANHOLE LOCATION AND COMPACTION AS FOLLOWS:
LOCATION COMPACTION REQUIREMENT
PAVEMENT 98% STANDARD PROCTOR
ASTM D698
LANDSCAPED AREAS 907 -STANDARD PROCTOR
ASTM D698
ON-SITE PRIVATE
STANDARD PRECAST MANHOLE
N.T.S.
0
w 0)
cr)
88
0
z
Q
V)
i
TRENCH SAFETY NOTES:
9
w
CL
9 ,
0 LO
C, _j
wo
w
ui
w >' . .
cr < ,
1. CLAYS, SILTS, LOAMS, OR
NON—HOMOGENEOUS SOILS REQUIRE
SHOR NG AND BRACING.
2. TIE E RESENCE OF GROUND WATER
REQUIRES SPECIAL TREATMENT.
E OF, REPOSE
1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SH
0
FOR THE DESIGN OF
TRENCH SAFETY REQUIREMENTS. SHOULD THEE
BE ANY
//z��
DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD
SHALL
cn ^
o
MERGED, USE
d-
114-
On
_j(0
AT LEAST THREE INCHES
THICK, STEEL SHEET PILING, OR SIMILAR CONS
UCTION,HAT
WHEN DRIVEN OR
o
z
F_
0
OF
a'
04
r
n
w ..
0
� T
>'N
�
1. CLAYS, SILTS, LOAMS, OR
NON—HOMOGENEOUS SOILS REQUIRE
SHOR NG AND BRACING.
2. TIE E RESENCE OF GROUND WATER
REQUIRES SPECIAL TREATMENT.
E OF, REPOSE
1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SH
LL BE USED
FOR THE DESIGN OF
TRENCH SAFETY REQUIREMENTS. SHOULD THEE
BE ANY
CONFLICT BETWEEN THIS
DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD
SHALL
PREVAIL.
2. WHEN CONDITIONS ARE SATURATED OR SUE
MERGED, USE
THIGH SHEETING. THIGH
SHEETING REFERS TO THE USE OF SPECIAL TI
ER PLANKS
AT LEAST THREE INCHES
THICK, STEEL SHEET PILING, OR SIMILAR CONS
UCTION,HAT
WHEN DRIVEN OR
PLACED IN POSITION PROVIDE A TIGHT WALL T
RESIST T�E
LATERAL PRESSURE OF
WATER. CLOSE SHEETING REFERS TO THE PLACEMENT
OF
PLANKS SIDE—BY—SIDE
ALLOWING AS LITTLE SPACE AS POSSIBLE BET
EN THEM.
3. ALL SPACING INDICATED IS MEASURED CEN
'ER TO CE
i'
TER.
4. WALLS ARE TO BE INSTALLED WITH THE GFE11
ATER DIMENSION
HORIZONTAL.
5. IF THE VERTICAL DISTANCE FROM THE CEN
ER OFjHE
LOWEST CROSS BRACE TO
THE BOTTOM OF THE TRENCH EXCEEDS TWO A
D ONE; HALF
FEET, UPRIGHTS SHALL
BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE
USED:
WHERE UPRIGHTS ARE
EMBEDDED, THE VERTICAL DISTANCE FROM THE
CENTER 0
THE LOWEST CROSS BRACE
TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED
'36
LACHES. WHEN MUD SILLS
ARE USED, THE VERTICAL DISTANCE SHALL NO
EXCEED
2 INCHES. (NOTE: MUD
SILLS ARE VALES THAT ARE INSTALLED AT THE
TOE OF THE
TRENCH SIDE.)
6. TRENCH JACKS MAY BE USED IN LIEU OF f;R
IN COMBINATION
WITH TIMBER CROSS
BRACES.
7. IF SHORING IS THE CHOSEN SUPPORT SYS
M, THE I,
STALLATION IS TO START
FROM THE TOP OF THE TRENCH ` OR EXCAVATIO
'l AND WORK
DOWNWARD.
8. SPOIL MUST BE STORED TWO FEET OR MOF
- FROM THE
EDGE OF THE EXCAVATION,
AND BE RETAINED IN AN EFFECTIVE MANNER.
9. WHEN HEAVY LOADS MUST BE LOCATED N
R AN EXCAVATION,
THE WALLS MUST
BE BRACED, SHEET PILED OR SHORED TO SAF
Y SUPPORT
THE EXTRA WEIGHT.
10. DIVERSION DIKES AND DITCHES OR OTHER
SUITABLE
AEANS MUST BE USED TO
PREVENT SURFACE WATER FROM ENTERING AN
EXCAVATION
AND TO PROVIDE
.ADEQUATE DRAINAGE OF THE AREA ADJACENT
TO THE EX
AVATION. WATER IS NOT
ALLOWED TO ACCUMULATE IN A TRENCH OR EX
AVATION.
11. AN ADEQUATE MEANS OF EXIT, SUCH AS! 1
LADDER
� R STEPS MUST BE
PROVIDED AN LOCATED SO AS TO REQUIRE NO
MORE
THA
q 25 FEET OF LATERAL
TRAVEL.
F
7607 EASTMARK DR., STE. 250F <77
POST OFFICE BOX 9253
�'OLLEGE STA'T'ION, TEXAS 77842
EMAIL: civil(iibrmengineer.com
DFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FM4 REGISTRATION No. F -
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
CHANGED MJ BEND AT ENTRY OF
2 1,5,112 RECEIVING MANHOLE
GRADING ADJUSTMENTS THROUGH SITIE
1 5/20/11 (+0.85') AND OTHER VARIOUS CHAtIGES
MARK DATE DESCRIPTION
SUBSTANTIA L
LEm. TE
SAftAWAS E�Nft Aft, 3%
4/20111
CONSTRUCTION DRAWINGS'
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SEI' & SHOULD NO
BE USED FOR
CONSTRUCTION.
OF
. B_
8583
CLIENT INFORMATIORJ
AMERICAN CAMPUS COMMUNITIES (OP),
c/o CHUCK CARROLL
12700 HILL COUNTRY BLVD., STE. T-20
AUSTIN, TX 78738
CCARROLL@AMERICANCAM PUS.COM
PH: (512) 732-1000
FX: (512) 732-2450
FILENAME: 0418CV1 B I SCALE:AS NOTE[
SUBMITTED DATE: 2/23/11, 4/4/11, 4/20,
DRAWN BY: R.A.M.
CIILCKLD BY: R.A.M.
FIELD BOOK: 13 PAGES: 46-75
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO
175 0418
■
SHEET 31 OF 32
•
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•
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CLIENT INFORMATIORJ
AMERICAN CAMPUS COMMUNITIES (OP),
c/o CHUCK CARROLL
12700 HILL COUNTRY BLVD., STE. T-20
AUSTIN, TX 78738
CCARROLL@AMERICANCAM PUS.COM
PH: (512) 732-1000
FX: (512) 732-2450
FILENAME: 0418CV1 B I SCALE:AS NOTE[
SUBMITTED DATE: 2/23/11, 4/4/11, 4/20,
DRAWN BY: R.A.M.
CIILCKLD BY: R.A.M.
FIELD BOOK: 13 PAGES: 46-75
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO
175 0418
■
SHEET 31 OF 32