Technical_Exhibit_B_Drawings.pdf
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Exhibit B, Technical Exhibit B - Drawings
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OF ENGINEERS
US ARMY CORPS
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
SHEET FILE NAME TITLE/DESCRIPTION
INDEX OF DRAWINGS
CIVIL
NUMBER
IDENTIFICATION
SHEET
FORT HOOD, TEXAS
FORT WORTH DISTRICT
F O
R T H
O O
D , T
E X
A S
F O
R T H
O O
D T
E X
A S
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
DATED: FEBRUARY 2017
G-102
G- 101
G- 001
FH-OWS-G-102.dgn
FH-OWS-G-101.dgn
FH-OWS-G-001.dgn
REPLACEMENT
OIL/WATER SEPARATOR
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
A C
E M
E N
T
ARCHITECTURAL
FH-OWS-A-101.dgn A-101 ROOF PLAN
ES101FH-OWS-ES101.dgn
ELECTRICAL
ELECTRICAL PLAN
FORT HOOD CANTONMENT AREA MAP
PROJECT LOCATION & VICINITY MAP, GENERAL NOTES AND LEGEND
COVER SHEET AND INDEX OF DRAWINGS
FH-OWS-C-504.dgn
FH-OWS-C-503.dgn
FH-OWS-C-502.dgn
FH-OWS-C-501.dgn
FH-OWS-C-201.dgn
FH-OWS-CU102.dgn
FH-OWS-CU101.dgn
FH-OWS-CG101.dgn
FH-OWS-CS102.dgn
FH-OWS-CS101.dgn
FH-OWS-CD101.dgn
FH-OWS-C-100.dgn
FH-OWS-V-102.dgn
FH-OWS-V-101.dgn
FH-OWS-V-100.dgn
C-504
C-503
C-502
C-501
C-201
CU102
CU101
CG101
CS102
CS101
CD101
C-100
V-102
V-101
V-100
OIL/WATER SEPARATOR DETAILS II
OIL/WATER SEPARATOR DETAILS I
SITE DETAILS II
SITE DETAILS I
OIL/WATER SEPARATOR STORM & SANITARY PROFILE
UTILITY PLAN II
UTILITY PLAN I
GRADING PLAN I
SITE PLAN II
SITE PLAN I
DEMOLITION PLAN I
OVERALL SITE KEYPLAN
EXISTING CONDITIONS II
EXISTING CONDITIONS I
OVERALL EXISTING CONDITIONS KEYPLAN
VICINITY MAP
N.T.S.
SAN ANTONIO
AUSTIN
KILLEENTEXAS
FORT HOODEL PASO
FORT WORTH
DALLAS
G-101
L O
C A
T
IO
N M
A P
P R
O J E
C T V
IC
IN
IT
Y A
N D
E N
N
IS
J
E N
N
IS
J
FOREIGN NATIONALS ARE NOT ACCEPTABLE.
LICENSE IS SUFFICIENT. PASSPORTS, BORDER CROSSING CARDS, RESIDENT CARDS ETC. ON
3. ALL PERSONNEL MUST PRODUCE VALID IDENTIFICATION. A VALID STATE ID CARD OR DRIVERS
IS REQUIRED BUT MUST SHOW VALID FORM OF IDENTIFICATION.
IS STILL AT THE TRUCK INSPECTION FACILITY ON CLARKE ROAD NORTH. NO TEMPORARY PASS
2. THE ENTRANCE FOR VEHICLES GREATER THAN 1TO OR TOWING/HAULING EQUIPMENT
THE CONSTRUCTION SITE. THIS SITE WILL BE DESIGNATED BY THE CONTRACTING OFFICER.
UNIT (IMMU). WASTE DISPOSAL WILL BE ALLOWED FOR CLEAN DEBRIS WITHIN 10-MILES OF
FOR REQUIREMENTS REGARDING WASTE DISPOSAL AT THE INTERT MATERIAL MANAGEMENT
1. REFER TO SPEC 01 35 10.00 44 "SPECIAL PROJECT PROCEDURES FOR FORT HOOD"
NOTES:
TEMPORARY PASS.
ACCESS AT THE GATES. THE OPERATOR OF THE VEHICLE MUST BE LISTED ON THE
THEIR VEHICLE. PASSES ARE NOT GIVEN TO INDIVIDUALS ONLY TO THE VEHICLE TO GAIN
THE VISITOR CENTER LOCATED AT THE MAIN GATE TO OBTAIN A TEMPORARY PASS FOR
7. CONSTRUCTION PERSONNEL OPERATING VEHICLES 1 TON OR LESS MAY PROCEED TO
TO GAIN ACCESS AGAIN.
THE VEHICLE LEAVES THE INSTALLATION IT WILL HAVE TO GO BAK THROUGH INSPECTION
AT CLARKE ROAD (NORTH) AND U.S. HWY 190. NO PASS ISSUED, HOWEVER ANYTIME
TRAILERS/EQUPIMENT MUST ENTER THE COMMERCIAL VEHICLE GATE FOR INSPECTION
5. CONSTRUCTION EQUIPMENT, TRUCKS GREATER THAN 1 TON OR TRUCKS PULLING
DRIVER'S LICENSE, INSURANCE CARD AND REGISTRATION ON THE VEHICLE.
4. PASSES MAY BE OBTAINED AT THE VISITOR'S CENTER. DRIVER MUST HAVE VALID
BE PREPARED FOR INSPECTIONS AND 1 HOUR DELAYS.
ENTER ALONG NOLAN ROAD OR OTHERWISE USE THE CLARKE ROAD ENTRANCE AND
8. DELIVERY TRUCKS, SERVICE TRUCKS, CONCRETE TRUCKS AND TRAILERS, ETC. SHALL
US HWY 190
US HWY 190
TANK DESTROYER BLVD
TANK DESTROYER BLVD
T J M
IL
L S B
L V
D
C L E
A R C
R E
E K R
D
T
H S
T
SUPPORT AVE
ACCESS GATE
CLEAR CREEK ROAD
MAIN ACCESS GATE
VISITORS CENTER
ACCESS GATE
CLARKE ROAD
C L
A R
K E R
O A
D
TURKEY RUN ROAD
REPLACEMENT
OIL/WATER SEPARATOR
PROJECT LOCATION
ROD AND GUN CLUB LP
S o li c it a ti o n N o
C O
N T
R N
O
R E
V
NUMBER:
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
S
F
R T W
O R
T H T
E X
A
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
D
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -i p m d l.
d g n
N F o rt
H o o d \S p a ti a l\ C
A D
D F u ll \B u il d in g s .d g n
N F o rt
H o o d \S p a ti a l\ C
A D
D F u ll \R o a d s .d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \S p a ti a l\ C
A D
D F u ll \S id e w a lk s .d g n
F H -O
W S -G
-1 .d g n
:5
:5
A
M /6 /2
F H -O
W S -G
-1 .d g n
J
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
BUSINESS
BUSINESS
BUSINESS
MILE
MILE
M U
S K
O G
E E S
T
TANK D
ES
TROYER B
LVD
C L E
A R C
R E
E K R
D
T
H S
T
T
H S
T
ENGINEER DR
TANK DESTROYER BLVD
N D S
T
W VETERANS MEMORIAL BLVD
C L E
A R C
R E
E K R
D
US HWY 190
US HWY 190
TANK DESTROYER BLVD
N D S
T
IVY DIVISION RD
IVY DIVISION RD
BATTALION AVE
BATTALION AVE
N D S
T
C L
A R
K E R
D
SANTA FE AVE
W E
S T R
A N
G E R
D
BATTALION AVE
HELL ON WHEELS AVE
OLD IRONSIDES AVE
C L E
A R C
R E
E K R
D
T J M
IL
L S B
L V
D
OLD I
RONSID
ES
AVE
BATTALION AVE
OLD IRONSIDES AVE
OLD IRONSIDES AVE
TURKEY RUN RD
SANTA F
E A
VE
HELL ON WHEELS BLVD
HELL ON WHEELS BLVD
C L E
A R C
R E
E K R
D
Johnson Dr
761ST TANK BATTALION AVE
24. Erie Ct
23. Hano Ct
22. Lenape Ct
21. Yana Ct
20. Teton Ct
19. Ponca Ct
18. Santee Ct
17. Shawnee Ct
16. Sitka Ct
15. Calusa Ct
14. Yaqui Ct
13. Omaha Ct
10. Seneca Ct
9. Blackfoot Ct
8. Nez Pierce Ct
7. Algonquin Ct
6. Creek Ct
5. Paiute Ct
4. Choctaw Ct
3. Pima Ct
2. Mohawk Ct
1. Zia Ct
19. Miami Ct
18. Iroquois Ct
17. Cheyenne Ct
16. Havasupan Ct
15. Opata Ct
14. Cherokee Ct
13. Seminole Ct
12. Crow Ct
11. Oneida Ct
12. Chinook Ct
11. Ute Ct
10. Tewa Ct
9. Mandan Ct
8. Pawnee Ct
7. Shoshone Ct
6. Yamasi Ct
5. Tano Ct
4. Iowa Ct
3. Moqui Ct
2. Cayuga Ct
1. Huron Ct
Dupas St
McCully St
F is h e r A v e
T
H S
T
Wainwright Dr
S A F I R
D
HOOD STADIUM RD
C A S A B
LA
N C
A R
D
W R
A T
T E
N D
R
SUPPORT AVE
RED BALL RD
S a d o w s k i R d
Sto rck Rd
Hilton
Spur
Spur
Spur
Spur
Ruffer
Sadowski Rd
Bacle
Lockeridge Lp
Cutler S t
Boyd St
M inue Rd
Patton Dr
Marshall S t
Rose St
Sicily Dr
Tunisia Lp
To dd S t
Todd S t
R o se S t
A n d e rso n S tG ro ff R d
G roff R d
37th S t
M in ue R d
C a s a R d
Sm ith R d
P a tto n D r
C o le m a n R d
24t h S t s t S t th S t st S t
Atakapan Ct
Mohave Ct
M a ri c o p a C t
A ta k a p a n C r
T o n k a w a C t
O s a g e C t
M e s c a le ro C t
W A
R E
H O
U S
E L
N
FIELDING LN
L Z P
H A
N T
O M R
D
C a d d o D r
W a c o C t
BATTALION AVE
C a s a R d
Bastogne Ct
31st S t
SUPPORT AVE
761ST TANK BATTALION AVE
Boatright
Spur
T e d fo rd R d
Whitson
Pat ton
Spu r
Marc ink iew kz Sp ur
Sto rck Rd
LZ PHANTOM RD
M U
N
IT
IO
N S R
D
M U
N
IT
IO
N S R
D
RAILHEAD DR
K a ra n k a w a C r
K a ra n k a w a C r
62N D S
T
S A B
O T D
R
Biloxi Cir
Ta lism an Trl
L o s t M o c c a s in
R e d F o x R u n
Ra bbi t R un
LZ PHANTOM LN
L Z P
H A
N T
O M R
D
P a in te d C a n y o n
D ru m S o n g T rl
Souix C ir
Ki ow a Lp
Sun Dance Dr
T a li s m a n T rl
A n te lo p e R u n
P o n y R u n
12 13
S a n tia g o -C a lo n D rG rabiarz D r
G ra n d s ta ff R d
La gu na Dr
La gu na D r
T
H S
T
IVY DIVISION RD
H O
O D S
T A
D
IU
M R
D
T
H S
T
T
H S
T
Y a m a s i S t
761ST TANK BATTALION AVE
CENTURY ST
FI
SH
ER
L
N
T
H S
T
D
AR
N
ALL LP
N D S
T
T
H S
T
T
H S
T
T
H S
T
SO
UTH RANG
E RD
TURKEY RUN RD
MOTORPOOL RD
T
H S
T
TROOPER LP
R D S
T
T
H S
T
TRAINING RD
T
H S
T
DARNALL LP
De er
Ru n
Bro ken Bo w
B ro k e n B o w
B u ff a lo R u n
L o s t
M o c c a s in
B e a r
R u n
A rr o w h e a d D r
T o m a h a w k T rl
D ru m S o n g T rl
Acoma Lp
Tipi Trl
Tipi Trl
T ip i T rl
E lk R u n
T
H S
T
N D S
T
RAILHEAD DR
IVY DIVISION RD
S
T S
T
M U S
K O
G E E S
T
TURKEY RUN RD
SANTA FE
AVE
T
H S
T
SUPPORT AVE
WAREHOUSE AVE
T
H S
T
T
H S
T
T
H S
T
T
H S
T
T
H S
T
R D S
T
WAREHOUSE AVE
READINESS DR
S
T
H S
T
N D S
T
T
H S
T
S
T S
T
T
H S
T
P H
A N
T O
M W
A R
R
IO
R D
R
T
H S
T
T
H S
T
R D S
T
T
H S
T
S
T S
T
N D S
T
HALFTRACK LP
S
T
H S
T
VENABLE RD
TERMINAL AVE
T
H S
T
R
D S
T
S
T
H S
T
T
H S
T
CENTRAL DR
T
H S
T
R D S
T
TRAINING RD
T
H S
T
T
H S
T
R D S
T
T
H S
T
R D S
T
Sun Dance Dr
Turner Ct
North Lin k Dr
A n s w e r
D r
E R Smith Dr
McDonald Dr
Willet Dr
Wic kam C t
E v a n s D r
Y o u n g C t
Yano Ct
Molner Dr
Call St
H a m n e r S p u r
E frid S t
Lopez Lp
M a d ru g a R d
Churchill St
Wainscott Ave
Hawsey Cr
Zimmerman Spur
Dulac Lp
MacMichaels Cr
Pickering Spur
V e n a b le D r
M e th vi n L p
Perez Dr
Barnes Cr
Methvin Lp
W a s h in g to n S t
Al ba ne se D r
P o rt S t
McGill Dr
Ingalls Dr L a u ffe r L n
Jumano Ct Walapai Ct
Zuni Cr
Pueblo Ct
W a c o C t
Apache Dr
Yuma Ct
T ig u a s S tKarankawa Cr
H o p i S tComanche C r
C o u s h a tta S t
Pecos Cir
Isleta St
Sa nd ia D r
Yavapai St
Sa ndi a D r
Navajo Dr
Navajo Dr
D ak o ta D r
Taos St
Tiguas St
Tiguas St
Comanche Ave
Hopi St
R u sk C ir cl e
Ko uma L n
Burr St
R o b e rts R d
Ji m en ez S t
Au stin Av e
W P K in g S t
B o w ie L p
P e rry C ir
G-102
R
E A M
A P
F O
R T H
O O
D C
A N
T O
N M
E N
T
E N
N
IS
J
E N
N
IS
J
N A
V A
C L
A R
K
N
H
LANDFILL
FT. HOOD
LOCATION
PROJECT
CENTRAL
TEXAS
COLLEGE
TURKEY RUN
W E S T R
A N
G E
SOUTH RANGE
NORTH
O
A D
PARK
L
A R
A D
TANK DESTROYER
VILLAGE III
COMANCHE
COMANCHE
VILLAGE I
C L E
A R C
R E
CENTRAL
PARK
NORTH AVE
T
H
T
H
T
H
SUPPORT
TANK DESTROYER
761ST TANK BATTALION
BATTALION
CENTRAL
COMANCHE
VILLAGE II
US HIGHWAY 190
MONTAGUE VILLAGE
C L
A R
K E R
O A
D
C L E
A R C
R E
E K R
O A
D
LIBERTY VILLAGE
U S HIGHWAY 190
SANTA FE
L E
A R C
R E
WAREHOUSE
62ND
RAILHEAD
W R
A T
T
O D R
O A
D
U S HIGHWAY 190
H W
Y
F T H
O O
D S
T
BUSINESS ROUTE 190
RANCIER
WALKER VILLAGE
WAINWRIGHT
HEIGHTS
PATTON
PARK
CHAFFEE VILLAGE
McNair
PARK
CENTRAL
BATTALION AVE
CENTRAL DR
M A
R T
IN
NORTH
MURPHY
BLDG 4612 - PLANS & PROJECTS
BLDG 36000 - DARNALL ARMY HOSPITAL
BUILDING LEGEND
FT. HOOD
COMPOST CENTER
HAUL ROUTES
POST RECYCLING CENTER
BUILDING 4621
CLARKE ROAD
ACCESS GATE
CLEAR CREEK ROAD
ACCESS GATE
MAIN GATE
VISITOR CENTER
MAIN CANTONMENT AREA
SCALE IN MILES
0 2
HAUL ROUTE
N
ENTRANCE NOTES.
4. SEE SHEET G-100 FOR PROJECT LOCATION AND CONSTRUCTION
COMPLIES WITH ALL STATE AND FEDERAL REGUALATIONS AND LAWS.
GOVERNMENT PROPERTY TO A LANDFILL THAT
DISPOSAL OF "INERT CONSTRUCTION AND DEMOLITION DEBRIS" OFF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HAULING AND
CONSTRUCTION AND DEMOLITION DEBRIS" APPENDIX EE.
SPECIFICATION SECTION 01 35 10.00 44 PARAGRAPH 1.15 "INERT
ACCEPTANCE FOR ALL MATERIALS REFERENCED IN THE
3. INERT MATERIAL MANAGEMENT UNIT (IMMU) IS CLOSED FOR
ACCEPTED.
OF THE FORT HOOD LANDFILL. CEDAR TREES SHALL NOT BE
SECTION 01 35 10.00 44, SPECIAL PROJECT PROCEDURES, FOR USE
WHICH IS NOT PERMITTED IN THE FORT HOOD LANDFILL. SEE SPECS
2. COMPOST CENTER ACCEPTS UNPAINTED, NON-TREATED LUMBER
TO ALL STATE AND LOCAL LAWS AND REGULATIONS.
OFF OF THE INSTALLATION AT DISPOSAL AREAS THAT COMPLY
1. THE CONTRACTOR SHALL DISPOSE OF EXCESS EARTHWORK
NOTES:
FORT HOOD AREA MAP
SCALE IN MILES
N
0 5 10
COPPERAS
COVE CANTONMENT
AREA
KILLEEN
WEST
FORT
HOOD
BELTON
LAKE
NORTH
FORT
HOOD
GATESVILLE
N O
LA
N R
D
RES. BD.
HWY 190
R E S . B
D
HWY 190
R E
S
B D
O L
D G
E O
R G
E T
O W
N R
D
W E S
T R
A N
G E R
D
E A
S T R
A N
G E R
D
RES. BD.
HWY 36
HWY 84
RES. BD.
F .M
HWY 84
FORT HOOD
RESERVATION
N E W
M E X I C O
T E X A S
O K L A H O M A
L O U I S I A N A
A R K A N S A S
M E X I C O
G U L F OF
M E X I C O
LAREDO CHRISTI
CORPUS
SAN ANTONIO
FORT HOOD
KILLEEN
AUSTIN
HOUSTON
DALLAS
WACO
WICHITA FALLS
FORT WORTH
FORT
SMITH
TULSA
OKLAHOMA
CITY
AMARILLO
ALBUQUERUE
SANTA FE
EL PASO
35 37
VICINITY MAP
0 100 200
N
SCALE IN MILES
BLDG 1001 - DIRECTORATE OF CONTRACTING
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -i p m d l2 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
R E
F E
R E
N C
E F
IL
E S
F H -O
W S -G
-1 .d g n
:5
:0
A
M /6 /2
F H -O
W S -G
-1 .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
N
IS
J
E N
N
IS
J
V-100
N
40'10'0 20'
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N S K
E Y
P L
A N
V-102
V-101
2. REFER TO SHEET C-100 FOR ADDITIONAL NOTES.
1. CONTOURS ARE 0.2 FOOT CONTOURS.
NOTES:
HALF-PIPE
MAINT AREA
COVERED
MAINT AREA
COVERED
ASPH ROAD
GRAVEL ROAD
TURKEY RUN ROAD
GRASS AREA
BIG TREE
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
CONC. HARDSTAND
HARDSTAND
CONC.
CONC. HARDSTAND
BOT 892.07
TOP 899.57
CONC STRUC
GRIT CHAMBER
BOT 892.0
TOP 898.59
IRON STRUC
GRIT CHAMBER
BOT 890.92
TOP 899.59
SEPARATOR
OIL WATER
SEPARATOR
OIL WATER
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET
ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
WATER YARD HYDRANT
APPROX. LOCATION OF EXISTING
899 899
899 899 899 899
9 8
900900
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -V -1
.d g n
:5
:0
A
M /6 /2
F H -O
W S -V -1
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
V-101
X
IS
T
IN
G C
O N
D
IT
IO
N S I
E N
N
IS
J
E N
N
IS
J
N
0 20'10'
MATCHLINE V-102
MATCHLINE V-101
MATCHLINE V-102
MATCHLINE V-101
1. SEE SHEET C-100 FOR NOTES.
NOTES:
COVERED
MAINT AREA
COVERED
MAINT AREA
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
HARDSTAND
CONC.
BOT 892.07
TOP 899.57
CONC STRUC
GRIT CHAMBER
BOT 892.0
TOP 898.59
IRON STRUC
GRIT CHAMBER
BOT 890.92
TOP 899.59
SEPARATOR
OIL WATER
SEPARATOR
OIL WATER
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
9 8
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -V -1
.d g n
:5
:0
A
M /6 /2
F H -O
W S -V -1
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
V-102
X
IS
T
IN
G C
O N
D
IT
IO
N S I I
E N
N
IS
J
E N
N
IS
J
N
0 20'10'
MATCHLINE V-102
MATCHLINE V-101
MATCHLINE V-102
MATCHLINE V-101
1. SEE SHEET C-100 FOR NOTES.
NOTES:
ASPH ROAD
GRAVEL ROAD
TURKEY RUN ROAD
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
899 899
899 899
900900
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -V -1
.d g n
:5
:0
A
M /6 /2
F H -O
W S -V -1
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
HALF-PIPE
MAINT AREA
COVERED
MAINT AREA
COVERED
ASPH ROAD
GRAVEL ROAD
TURKEY RUN ROAD
GRASS AREA
BIG TREE
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
CONC. HARDSTAND
HARDSTAND
CONC.
CONC. HARDSTAND
BOT 892.07
TOP 899.57
CONC STRUC
GRIT CHAMBER
BOT 892.0
TOP 898.59
IRON STRUC
GRIT CHAMBER
BOT 890.92
TOP 899.59
SEPARATOR
OIL WATER
SEPARATOR
OIL WATER
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET
ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
899 899
899 899 899 899
9 8
900900
E N
N
IS
J
E N
N
IS
J
O V
E R
A L L S
IT
E K
E Y
P L
A N
C-100
N
40'10'0 20'
THESE PLANS OR NOT.
VERIFY ALL LOCATIONS AND DIMENSIONS, WHETHER SHOWN ON
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
THE MAPPING.
AS PROVIDED IN THIS DRAWING. NO SCALE FACTOR WAS USED FOR
GEOID 99. COORDINATES AND ELEVATIONS ARE BASED ON CONTROL
GRID FORMAT. VERTICAL CONTROL IS REFERENCED TO NAVD88,
SYSTEM (NAD-83), CENTRAL ZONE (4203) US. SURVEY FEET AND ARE
COORDINATE 1. COORDINATES ARE BASED ON THE TEXAS STATE PLANE
GENERAL NOTES:
0+20
0+40
.0
898.2
898.4
.6
898.6
.6
7.8'
7.2'
8.1'
5'
CU102
CS102
CU101
CS101
CD101
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -u p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C -1
.d g n
:5
:0
A
M /6 /2
F H -O
W S -C -1
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
COVERED
COVERED
MAINT AREA
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
HARDSTAND
CONC.
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
CD101
N
N
IS
J
E N
N
IS
J
N
0 20'10'
D E
M O
L
IT
IO
N P
L A
N I
LEGEND
STRUCTURE REMOVAL
UTILITY LINE REMOVAL
1. SEE SHEET C-100 FOR NOTES.
NOTES:
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -x d m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C
D .d g n
:5
:1
A
M /6 /2
F H -O
W S -C
D .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
CHAMBER
CONCRETE GRIT
DEMOLISH EXISTING
IRON GRIT CHAMBER
DEMOLISH EXISTING
OIL/WATER SEPARATOR
DEMOLISH EXISTING
14 LF OF 4" SS PIPE
DEMOLISH APPROX.
11 LF OF 4" SS PIPE
DEMOLISH APPROX.
CONCRETE CHANNEL
UNDERGROUND
DEMOLISH EXISTING
CONCRETE CURB
DEMOLISH 41 LF OF
SAWCUT &
AND CAP
FORCE MAIN
47.5 LF OF OWS 4"
DEMOLISH APPROX
NEW PUMPS
TO BE REPLACED W/
SUBMERSIBLE PUMPS
REMOVE EXISTING
5 LF OF METAL HALF PIPE
DEMOLISH APPROX.
COVERED
MAINT AREA
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
HARDSTAND
CONC.
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
CS101
N
N
IS
J
E N
N
IS
J
N
0 20'10'
MATCHLINE CS102
MATCHLINE CS101
MATCHLINE CS102
MATCHLINE CS101
S
IT
E P
L A
N I
1. SEE SHEET C-100 FOR NOTES.
NOTES:
SEPARATOR
OIL/WATER
NEW 12' x 40.2'
SEE DETAIL A/C-501
NEW CONCRETE PAVEMENT
PAVED SURFACE
MAINT PAD, OFF THE
SIDE OF THE COVERED
DRAIN ON THE NORTH
ROOF DRAIN TO
EXTEND EXISTING
E=3087081.74
N=10392518.50
CENTER MANHOLE
PAVED SURFACE
MAINT PAD, OFF THE
SIDE OF THE COVERED
DRAIN ON THE NORTH
ROOF DRAIN TO
EXTEND EXISTING
7.8'
7.2'
8.1'
E=3087099.20
N=10392570.99
E=3087092.00
N=10392571.43
E=3087093.73
N=10392495.80
E=3087083.32
N=10392514.29
E=3087095.80
N=10392517.68
E=3087095.17
N=10392517.71
E=3087084.03
N=10392524.27
E=3087088.05
N=10392523.98
DRAWINGS
AND ARCHITECTURAL
SEE DETAILS SHEET C-501
INSTALL SPLASH BLOCKS -
DRAINS IN 3 PLACES AND
EXTEND EXISTING ROOF
E=3087046.78
N=10392521.84
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -x d m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -u p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C
S .d g n
:5
:1
A
M /6 /2
F H -O
W S -C
S .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
ASPH ROAD
GRAVEL ROAD
TURKEY RUN ROAD
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
CS102
E N
N
IS
J
E N
N
IS
J
N
MATCHLINE CS102
MATCHLINE CS101
MATCHLINE CS102
MATCHLINE CS101
S
IT
E P
L A
N I I
M
IN
0 20'10'
1. SEE SHEET C-100 FOR NOTES.
NOTES:
5'
DETAILS SHEET C-502
CONCRETE PAD, SEE
DISCHARGE PIPING ANDSEE DETAILS SHEET C-502
NEW CONCRETE BOLLARDS
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -x d m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -u p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C
S .d g n
:5
:1
A
M /6 /2
F H -O
W S -C
S .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
COVERED
MAINT AREA
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
HARDSTAND
CONC.
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
9 8
CG101
E N
N
IS
J
E N
N
IS
J
N
0 20'10'
G R
A D
IN
G P
L A
N I
1. CONTOURS ARE 0.2 FOOT CONTOURS.
NOTES:
FL EL APPROX 892.9
OVERFLOW LINE
12" STORMWATER
HEADWALL FOR
SEPARATOR
OIL/WATER
NEW 12' x 40.2'
.0
898.2
898.4
.6
898.6
.6
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -g p m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -u p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C
G .d g n
:5
:1
A
M /6 /2
F H -O
W S -C
G .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
.0
898.2
898.32
898.35
898.40
898.40
898.4 898.46
898.57
.6
898.6
.6
898.62
898.72 898.86
898.94
COVERED
MAINT AREA
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
BOT 892.9
TOP 897.7
GRATE
STORM INLET
CONC. HARDSTAND
HARDSTAND
CONC.
BOT 891.57
TOP 899.57
CONC STRUC
LIFT STATION
BOX
ELEC PANEL
HALF-PIPE
BOTT 892.9
TOP 896.4
GRATE
STORM INLET ELEV 896.27
BOT TRENCH
ELEV 898.36
TOP GRATE
DRAIN LINE FROM OWS
EXISTING 4" FORCE MAIN
CURB
CONC.
TRENCH DRAIN
1' WIDE
MAINT PAD
CONC. HARDSTAND
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
FLOWLINE
DITCH
FLOWLINE
DITCH
CU101
N
N
IS
J
E N
N
IS
J
N
0 20'10'
MATCHLINE CU102
MATCHLINE CU101
MATCHLINE CU102
MATCHLINE CU101
U T
IL
IT
Y P
L A
N I
3. SEE SHEET C-100 FOR ADDITIONAL NOTES.
CONNECTIONS FOR PUMPS.
2. CONTRACTOR SHALL PROVIDE AND INSTALL MANIFOLD
MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS.
650 (O.A.E.). INSTALLATION SHALL MEET OR EXCEED
5HP PUMPS - ZOELLER SEWAGE AND WASTE MODEL
1. CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2)
NOTES:
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -x d m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -u p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C
U .d g n
:5
:1
A
M /6 /2
F H -O
W S -C
U .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
OVERFLOW LINE
12" STORMWATER INVERT 895.50
OWS INLET 6"
INVERT 894.60
OWS OUTLET 6"
12"
12"
INVERT 896.10
12" STORM
DRAIN LINE
4" FORCE MAIN
& PROVIDE DUAL SUMP PUMPS
REMOVE OLD PUMPS
EXISTING LIFT STATION
TRENCH DRAIN
END WALL ON
CONSTRUCT NEW
INVERT 896.27
12" STORM
FL EL APPROX 892.9
OVERFLOW LINE
12" STORMWATER
HEADWALL FOR
INVERT 894.10
6" DRAINLINE
INVERT 895.60
12" STORM
INVERT 895.60
6" DRAINLINE
BOT EL 895.60
NEW 4' MANHOLE
ASPH ROAD
GRAVEL ROAD
TURKEY RUN ROAD
FENCE
BARBED WIRE
SECURITY FENCE
CHAIN LINK
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
FLOWLINE
DITCH
CU102
E N
N
IS
J
E N
N
IS
J
N
0 20'10'
MATCHLINE CU102
MATCHLINE CU101
MATCHLINE CU102
MATCHLINE CU101
U T
IL
IT
Y P
L A
N I I
1. SEE SHEET C-100 FOR NOTES.
NOTES:
DETAILS SHEET C-502
CONCRETE PAD, SEE
DISCHARGE PIPING ANDSEE DETAILS SHEET C-502
NEW CONCRETE BOLLARDS
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -x d m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -u p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -k p m d l.
d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -C
U .d g n
:5
:1
A
M /6 /2
F H -O
W S -C
U .d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
UNDER ROAD
BORE 6" STEEL CASING PIPE
NEW 4" FORCE MAIN
UNDER ROAD
6" STEEL CASING PIPE
7-FOOT MAX.
EXISTING EDGE OF ROAD (TYPICAL)
EXTEND CASING 5-FEET BEYOND
7-FOOT MAX
EXISTING EDGE OF ROAD (TYPICAL)
EXTEND CASING 5-FEET BEYOND
C-201
N
N
IS
J
E N
N
IS
J
S T
O R
M S
A N
IT
A R
Y P
R O
F
IL
E
O
IL
/W
A T
E R S
E P
A R
A T
O R
S T
A
S T
A
.7
0+20 0+40 0+60 0+80
902902
0+00 1+00
PROFILE OIL/WATER SEPARATOR DRAIN LINE
ELEV 899.5
TOP OF OWS
ELEV 889.5
BOTTOM OF OWS
DRAIN
EXISTING TRENCH I
N
V .E
L E
V
.2
STATION MANHOLE
EXISTING LIFT
FORCE MAIN
NEW 4"
GRADE
EXIST
GRADE = 2.56%
6" DRAIN LINE
GRADE = 18.94%
6" DRAIN LINE
S T
A
.6
O
U T F L
O W O
W S
S T
A
.7
C
N T
R N
E W M
H
S T
A
.9
E
D G
E N
E N
C H H
W
S T
A
.8
IN
F L
O W O
W S
GRADE
FINISHED904
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
STATIONS
(IF REQ'D)
GROUT 4" MAIN
CORE DRILL &
E L
.5
B O
T E
L
.6
IN
V E
L
.1
IN
V E
L
.6
INV EL 896.10
DRAIN LINE
12" OVERFLOW
GRADE = 4.7%
12" DIA DRAIN LINE
I
N V E
L
.6
INV. EL 895.60
12" DIA INFLOW
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
R E
F E
R E
N C
E F
IL
E S
F H -O
W S -C -2
.d g n
:5
:1
A
M /6 /2
F H -O
W S -C -2
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
N
IS
J
E N
N
IS
J
C-501
S
IT
E D
E T
A
IL
S I
EXPANSION JOINTSCONSTRUCTION JOINTS
CONTRACTION JOINT OPTIONS
SAWEDINSERT TYPE
JOINT SEALANT
BUSTED JOINTTAPE
JOINT SEALANT
TAPE
6" MIN. THICKNESS
JOINT FILLER
NON-EXTRUDING
JOINT SEALANT
TAPE
SEPARATING
MATERIAL
INSERT
(SEE SPECS.)
PLUG OR SEAL
JOINT SEALANT
/4 /8
/4 /8
DIVIDED BY 6
H=PAVEMENT THICKNESS
NOTE:
3/4" ± 1/8" (MIN.) 3/4" ± 1/8" (MIN.)
H H .7
MAXIMUM DENSITY (ASTM D 1557)
6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF
MAXIMUM LABORATORY DENSITY (ASTM D 1557)
6" AGGREGATE BASE COURSE COMPACTED AT LEAST 95 PERCENT
SPACED 16 INCHES O.C.E.W.
6" PORTLAND CEMENT CONCRETE REINFORCED WITH NO. 4 BARS
PAVING NOTES:
N.T.S.
A
C-501
ACCESS DRIVE PAVEMENT
NEW REINFORCED CONCRETE
AT STRUCTURES
/8
"1/2" ± 1/8" (MIN.) 3/4" ± 1/8" (MIN.)
/8
1/4"
1/2" ± 1/8") 1 /8
1/2" ± 1/8") 1 /8
1/4"
THICKENED EDGE
3'-0" MIN.
TRANSVERSE OR LONGITUDINAL
d
3" MAX3" MAX
/8
/8
DETAILS, THIS SHEET
NOTE: SEE JOINT SEALANT
DETAILS, THIS SHEET
NOTE: SEE JOINT SEALANT
.5
.5
3"
1"
3'
4"
A
PLAN
SECTION A
3 LONGITUDINAL)
(4 TRANSVERSE
#3 BARS
N.T.S.
B
C-501
JOINT SEALANT DETAILS
N.T.S.
C
C-501
EXPANSION JOINT DETAILS
N.T.S.
D
C-501
N.T.S.
E
C-501
(REINFORCED PAVEMENTS)
CONSTRUCTION JOINTS
SPLASH BLOCK DETAIL
JOINT SEALANT
PAVEMENT
PROJECTING THRU
OTHER STRUCTURE
MANHOLE OR
(IF REQUIRED)
REINFORCING STEEL
JOINT FILLER
3/4" NON-EXTRUDING
JOINT SEALANT
AND OILED)
(ONE END PAINTED
LENGTH 12" O.C.
3/4" DOWEL BAR 16"
BUTT JOINT
O.C.E.W.
#4 BARS @ 16"
IN PLACE
GROUT FRAME
CAST IN PLACE CONCRETE SLAB
PRECAST MANHOLE SECTIONS
#6 @ 12 E.W.
GRADE
48"
30"
LOAD CAPACITY (HEAVY DUTY)
COVER - 30" DIA. OPENING, H20 WHEEL
CAST IRON MANHOLE FRAME AND
N.T.S.
F
C-501
MANHOLE DETAIL
PRECAST SANITARY SEWER
BE 30 DIAM. MIN. EXCEPT AS OTHERWISE NOTED.
2. ALL LAPS AND EXTENSIONS OF REINFORCING BARS SHALL
COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.
2. CAST-IN-PLACE CONCRETE TO HAVE A MINIMUM ULTIMATE
TO TRAFFIC LOADS GREATER THAN RESIDENTIAL.
1. MANHOLE COVERS DESIGNATED "HEAVY" ARE FOR AREAS SUBJECT
NOTES:
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -d tm d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
R E
F E
R E
N C
E F
IL
E S
F H -O
W S -C -5
.d g n
:5
:1
A
M /6 /2
F H -O
W S -C -5
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
N
IS
J
E N
N
IS
J
C-502
S
IT
E D
E T
A
IL
S I I
CONCRETE CAP
ON YELLOW BACKGROUND
2" SPACE BETWEEN STRIPES
2" BLACK SPIRAL WITH
GRADE
FINISHED
1'-4"
FOOTING
NEW CONCRETE
(SEE NOTE)
SOLID WITH CONCRETE
8" DIAM. PIPE FILLED
N.T.S.
A
C-502
N.T.S.
B
C-502
BOLLARD DETAIL
NEW FORCE MAIN OUTFALL
THIS SHEET)
(SEE DETAIL,
8" BOLLARD STEEL DISCHARGE
4" GALVANIZED
4" S.S. RODENT MESH
OF ROADSIDE DITCH
EXISTING CENTERLINE
(EXISTING GROUND)
TURKEY RUN ROAD
WITH THRUST BLOCK
4" GALVANIZED 90° BEND4" PVC ADAPTOR
C O
V E
R M
IN
NEW CONCRETE PAD
EDGE OF PAVEMENT
LIFT STATION
MAIN FROM OWS
NEW 4" PVC FORCE
MIN. 10'
M
IN
1'
UNDISTRUBED EARTH
BEARING AREA
POURED CONCRETE BLOCKS
OF WATER MAIN
FOR FUTURE EXTENSION
PERMIT EASY REMOVAL
BLOCKING AND PLUG TO
PAPER BETWEEN CONCRETE
PLACE DOUBLE LAYER OF TAR
AREA
BEARING
SIZES
FITTING
END
TEE &
BEND
90 DEG.
BEND
45 DEG.
BEND
DEG.2
BEND
DEG.4
BEARING AREA OF BLOCK IN SQ. FT.
8"
10"
12" 14.2
9.9
6.3
3.6 5.4
8.9
13.9
20.0
2.5
4.8
7.6
10.9 5.6
3.9
2.5
1.5 0.8
1.3
2.0
2.8
250 PSI.
AREAS BASED ON PIPE BURST PRESSURE OF
NOTE TO DESIGNER:
SOIL BEARING PRESSURE MULTIPLIER
3000 0.67
1.0
1.33
2.0
PLASTIC WARNING TAPE
SEE SPECS FOR TRACER WIRE AND
TURF/FINISHED GRADE
4 & 6"
REQUIREMENTS
31 00 00 FOR PIPE INSTALLATION
SEE SPECIFICATION SECTION
EARTHWORK FOR INSTALLATION REQMTS
SEE SPECIFICATION SECTION 31 00 00
BEDDING MATERIAL
SEE PLAN FOR SIZE AND LOCATION
SANITARY SEWER SERVICE OR MAIN LINE,
N.T.S.
C
C-502
TRENCH DETAIL
SANITARY SEWER LINE
N.T.S.
D
C-502
THRUST BLOCK DETAILS
#4 BARS @ 18" O.C.E.W.
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -d tm d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
R E
F E
R E
N C
E F
IL
E S
F H -O
W S -C -5
.d g n
:5
:2
A
M /6 /2
F H -O
W S -C -5
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
C-503
N
N
IS
J
E N
N
IS
J
O
IL
/W
A T
E R S
E P
A R
A T
O R D
E T
A
IL
S I
CHAMBER
INLET
CHAMBER
SEPARATION
CHAMBER
SEPARATION
CHAMBER
OUTLET
(INLET)
6" (OUTLET)
AND MECHANISM TO LOCK IN OPEN POSITION.
PLANKS SHALL BE HINGED WITH LIFTING HANDLES & CHAIN
PROVIDE ALUMINUM PLANKS IN 3'-0" MAXIMUM WIDTHS. 3.
REFERENCE SHEET C-201 FOR OWS LINE PROFILES.2.
C-504 FOR ALL WALLS.
CORNER AND INTERSECTION REINFORCING" SHEET
EXCEPT AS NOTED ABOVE, SEE DETAIL "TYPICAL 2.
REINFORCEMENT NOT SHOWN IN PLAN VIEW.1.
NOTES :
EL. 899.5
TOP ELEVATION
EL. 895.54
INFLOW INV.
EL. 889.5
BOTTOM ELEVATION
EL. 894.54
OUTFLOW INV.
x
W x
W x
W x
HORIZONTAL TEE
#5's @ 10" OCEW #5's @ 10" OCEW
TOP & BOT
#7's @ 8" OCEW x 4-1/2" @ 18" O.C.
1/2" Ø HEADED STUD
3/4" CHAMFER
1/4"PL xCONT (TYP)
40'-2"
1'-0"2'-6"6"2'-0"6"25'-2"6"3'-0"6"3'-0"1'-0"
1'-0"
1'-0"
/4 "0 1/4 "
B
PER MAFR'S REQ
3'-0"3'-5 3/4"3'-5 3/4 "3'-6"W8x15 @ 5'-0" OC MAX3'-11 3/4"3'-6"
LAx2x1/4 2" LEG VERT
REQ
PLACE PER MFR'S
ACCESS DOOR FRAME
COVER PLATE
1/4" MIN DIAMOND
BAFFLE
OIL RETENTION
LOADING AS WELDED BAR GRATING (TYP)
SECONDARY LATCH MECHANISM DESIGNED FOR SAME
HARDWRE AND HINGES, AND HOLD-OPEN ARMS w/
HANDLES ON BOTH SIDES, 316 STAINLESS STEEL
STEEL (G90) FLOOR ACCESS DOOR w/ A FLUSH DROP
EF
#5's @ 10" OC HORIZ
#7's @ 10" OC VERT
REINF (TYP)
SPACING AS WALL
DOWELS SAME SIZE &
EF
#5's @ 10" OC HORIZ
#7's @ 10" OC VERT
REMOVABLE GRATING(TYP)
RECOMMENDATIONS FOR
ATTACH PER MFR'S
WELDED BAR GRATING
OF GRATING.
CONN TO BM TO ALLOW FUTURE REMOVAL
CONCENTRATED LOAD AT MIDPOINT (D=.66").
DISTRIBUTED LOAD (D=.83") OR 920 POUND
AND FRAME LOAD CAPACITY = 283 PSF
1-3/4"x 3/16" STEEL (G90) WELDED BAR GRATING
OR ACCESS DOOR
WELDED BAR GRATING
BM SEE PLAN
SEE NOTE 1
TYP
C-503
TYP
C-503
TYP
FIN GR
FIN GR
M
IN
SCALE: 1/2" = 1'-0"
PLAN
SCALE: 1/2"=1'-0"1
SECTION
SCALE: 1-1/2"=1'-0"2
SECTION
SCALE: 1-1/2"=1'-0"3
SECTION
SCALE: 1-1/2"=1'-0"4
SECTION
SHEET C-503
REACTION BAFFLES
SEE INLET TUBES &
BAFFLE
SEDIMENT
TEE
HORIZONTAL
WEIR
OUTLET
FOR DETAILS
SEE SECTION 2 OR 3/C-502
SHEET C-503
SEE JOINT DETAIL
WATERSTOP (TYP)
SHEET C-503
REACTION BAFFLES
SEE INLET TUBES &
TOTAL 5 INLET TUBES
BASED UPON MANUFACTURER'S REQUIREMENTS.
LEDGE SIZE FOR WELDED BAR GRATING OR ACCESS DOOR WILL BE2.
SHEAR OF 25 k.
POST-INSTALLED BOLTS AT CONCRETE WALL FOR FACTORED
DOUBLE-ANGLE CONN WITH 2 - 3/4" BOLTS AT BEAM AND 41.
NOTES:
BASED UPON MANUFACTURER'S REQUIREMENTS.
LEDGE SIZE FOR WELDED BAR GRATING OR ACCESS DOOR WILL BE3.
WHICH EVER IS SMALLER.
B= SAME HORIZ LENGTH AS ACCESS DOOR FRAME OR 10" MAX,2.
WHICH EVER IS LARGER.
A= SAME HORIZ LENGTH AS ACCESS DOOR FRAME OR 2" MIN,1.
NOTES:
BASED UPON MANUFACTURER'S REQUIREMENTS.
LEDGE SIZE FOR WELDED BAR GRATING OR ACCESS DOOR WILL BE1.
NOTES:
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -S -d tm d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
R E
F E
R E
N C
E F
IL
E S
F H -O
W S -C -5
.d g n
:5
:2
A
M /6 /2
F H -O
W S -C -5
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
C-504
N
N
IS
J
E N
N
IS
J
O
IL
/W
A T
E R S
E P
A R
A T
O R D
E T
A
IL
S I I d
PLAN
H
W/1/2" 0 x
" P4 12" x 2" x
5"L
2"
1"
R
C
G
" THICK8
d
SECTION
D
ACI 315 UNLESS OTHERWISE SPECIFIED.
ALL 90° BENDS SHALL BE STANDARD HOOKS PER1.
NOTE:
REINFORCEMENT DETAIL
TYPICAL INTERSECTION
NTS
WHEN SPECIFIED REINFORCING IS NOT CUT.
ADDITIONAL REINFORCING NOT REQUIRED6.
STRUCTURAL DRAWINGS.
OPEINGS NOT SPECIFIED ON
SEE OTHER DISCIPLINES FOR WALL 5.
ACCROSS ALL CONSTRUCTION JOINTS.
REINFORCING STEEL IS TO BE CARRIED4.
POSIBLE.
FULL EMBEDMENT LENGTH IS NOT
MINIMUM. PROVIDE STANDARD HOOK IF
TOP MAR EMBEDMENT LENGTH IS 2'-0"3.
BARS FOR EACH LAYER OF RIENFORCING.
CUT BY OPENING. PROVIDE ONE SET OF
PLACE BARS IN SAME POSITION AS BARS2.
OPENING.
DISCONTINUE TYPICAL REINFORCING AT1.
NOTES:
TYP
3"
T Y
P
TYP
2'-0" MIN
w
CIRCULR OPENING
TO BARS CUT AT
EXTRA BARS EQUIV
NTS
TYPICAL WALL OPENING ADDITIONAL REINFORCEMENT
MAIN REINF EF
SMALLER SIZE OF
SIZE TO MATCH THE
ADD DIAGONAL BARS
HORIZONTAL IN WALLS
AND HORIZONTAL IN SLAB
VERTICAL IN WALLS
CONSTRUCTION JOINT DETAIL
NTS
T
T/3T/3T/3
/2
/2
WALL
(CENTER ON KEYWAY)
AS SPECIFIED
6" PVC WATERSTOP
FOUNDATION SLAB
EF (TYP ALL CJ)
ALT REINF SPLICES
LENGTH
BAR SPLICE
LENGTH
BAR SPLICE
(CENTER ON KEYWAY)
AS SPECIFIED
6" PVC WATERSTOP
C WALLL
T = SLAB OR WALL THICKNESS1.
NOTE
W/1/2" 0 x
" P4 12" x 2" x L
5" 2"
D
TUBE DIA., H R d C G
DETAILS - INLET TUBES & REACTION BAFFLES
(FOR OIL/WATER SEPARATORS)
N.T.S.
3" 3" 4" " 4 11 2" .60"
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
C H
IE
F
C
IV
IL
S
E C
T
IO
N
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -S -d tm d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
R E
F E
R E
N C
E F
IL
E S
F H -O
W S -C -5
.d g n
:5
:2
A
M /6 /2
F H -O
W S -C -5
.d
M E
S W
M C
K E
N Z
IE
P .E
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
J A
M E
S W
M C
K E
N Z
IE
P .E
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
MAINT AREA
COVERED
X IN CONCRETE
EL=898.82
E=3087095.58
N=10392499.17
CONTROL POINT #1
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
A-101
0 20'10'
R O
O F P
L A
N
T P
A U
L K
T P
A U
L K
A
A N
Y A
E G
B U
N A
M
J E
N N
IF
E R D
E W
IT
T
R .A
C H
IE
F
A R
C H
IT
E C
T U
R E S
E C
T
IO
N
EXISITING MATERIALS, ETC.
ROOF HEIGHT, CONDITION OF
OVERHEAD CRANE, EQUIPMENT,
VERIFY EXISTING CONDITIONS, I.E.
ROUTED TO THE NORTHSIDE. FIELD
EXISTING DOWNSPOUT TO BE
EXISITING MATERIALS, ETC.
ROOF HEIGHT, CONDITION OF
OVERHEAD CRANE, EQUIPMENT,
VERIFY EXISTING CONDITIONS, I.E.
ROUTED TO THE NORTHSIDE. FIELD
EXISTING DOWNSPOUT TO BE
FASTENERS OF METAL COMPATIBLE WITH THE DOWNSPOUTS.
ANGLED AND ARE NOT HORIZONTAL PROVIDE FASTENERS EVERY 5 FEET. FORM STRAPS AND
LEADER STRAPS OR CONCEALED RACK-AND-PIN TYPE FASTENERS. WHERE DOWNSPOUTS ARE
WALLS TOP AND BOTTOM AND AT AN INTERMEDIATE POINT NOT TO EXCEED 5 FEET ON CENTER WITH
NOT LESS THAN ONE INCH AWAY FROM WALLS. WHERE DOWNSPOUTS ARE VERTICAL, FASTEN TO THE
FIT TIGHTLY INTO OUTLETS AND BE OF THE SAME MATERIAL USED FOR GUTTERS. KEEP DOWNSPOUTS
PROVIDE GUTTER OUTLETS WITH WIRE BALL STRAINERS FOR EACH OUTLET. PROVIDE STRAINERS TO
PROVIDE END JOINTS TO TELESCOPE NO LESS THAN 1/2 INCH AND LOCK LONGITUDINAL JOINTS.
INCLUDING ELBOWS AND OFFSETS. PROVIDE DOWNSPOUTS IN APPROXIMATELY 10 FOOT LENGTHS.
ROUTE ALL DOWNSPOUTS TO THE NORTH SIDE AS INDICATED IN THE DRAWING. PROVIDE COMPLETE
NOTED DOWNSPOUTS ON THE SOUTH SIDE OF THE CANOPY. ATTACHED NEW DOWNSPOUTS AND
DOWNSPOUTS TYPES, SHAPES, SIZES AND THICKNESS ARE TO MATCH EXISTING. REMOVE NOTE:
WITH CIVIL DRAWINGS
DISCHARGE FROM OPPOSITE SIDE
COORDINATE ROUTED DOWNSPOUT
WITH CIVIL DRAWINGS
DISCHARGE FROM OPPOSITE SIDE
COORDINATE ROUTED DOWNSPOUT
EXISTING ROOF PLAN
SCALE
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -A -1
.d g n
:5
:5
A
M /6 /2
F H -O
W S -A -1
.d
/6 /2 s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
MAINT AREA
COVERED
X IN CONCRETE
EL=899.19
E=3087109.93
N=10392580.84
CONTROL POINT #2
0+20
0+40
.6
E=3087099.20
N=10392570.99
E=3087092.00
N=10392571.43
E=3087095.17
N=10392517.71
E=3087084.03
N=10392524.27
E=3087088.05
N=10392523.98
E=3087046.78
N=10392521.84
ES101
N
E L E
C T
R
IC
A L P
L A
N
T
A V
E R
Y P
E
T
A V
E R
Y P
E
0 20'10'
ELECTRICAL SITE PLAN
S o li c it a ti o n N o
C O
N T
R N
REFERENCE
SHEET
A
B
C
D
2 3 4 5
C O
R P
S O
F E
N G
IN
E E
R T W
O R
T H T
E X
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
P L
O T D
A T
E
P L
O T S
C A
L E
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -x d m d l.
d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ E
L E
C \C
A D \F
H -O
W S -E -D
T M
D L .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ E
L E
C \C
A D \O
W S p o w e r ri s e r d ia g ra m .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ S u rv e y \F
H -O
W S -V -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -C -s p m d l1 .d g n
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\ E
L E
C \C
A D \F
H -O
W S -E -e u m d l1 .d g n
R E
F E
R E
N C
E F
IL
E S
N F o rt
H o o d \D e s ig n \B ld g
O il
W a te r_
S e p R e p la c e m e n t\
C iv il \C
A D \F
H -O
W S -G
-b s .d g n
F H -O
W S -E
S .d g n
:0
:4
A
M /6 /2
F H -O
W S -E
S .d
/6 /2
US ARMY CORPS
OF ENGINEERS
P A
U L J
G R
IN
D E
L P .E s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
FORT WORTH DISTRICT
P A
U L G
R
IN
D E
L P .E
C H
IE
F E
L E
C T
R
IC
A L S
E C
T
IO
N
F O
R T H
O O
D T
E X
A S
F Y B
O
IL
/W
A T
E R S
E P
A R
A T
O R R
E P
L A
C E
M E
N T
F E
B R
U A
R Y
NEW OIL WATER SEPARATOR
EXISTING PUMPHOUSE
EXISTING ELECTRICAL PANELS
AND EQPT RACK TO BE REMOVED.
2 - 1" CONDUITS WITH
6 # 12 & 1 # 12G IN ONE
CONDUIT & CONTROLS
IN ONE CONDUIT.
EXISTING LIFT STATION
WITH 2 NEW 5 HP PUMPS
NEW ELECTRICAL PANEL
& PUMP CONTROLLER
ON NEW EQPT RACK.
3 # 12 & 1 # 12 G IN 1" CONDUIT.
PANEL
CONTROLLER
LIFT STATION
3#12 & 1#12 GND IN 1" C
TO LIFT STATION.
6#12 & 1#12 GND IN 1" C
NEW EQUIPMENT RACK
TO LIFT STATION.
CONTROLS IN 1" C
IN 1/2" C
3#12 & 1#12 GND
ENCL.
IN NEMA 3R
480V CB
15A, 3P, NO SCALE
POWER RISER DIAGRAM
PANEL IN PUMP HOUSE
EXISTING 277/480V
enclosure and control Panel as per NFPA 70E section 130.5(C).
the Arc Flash Hazardous Analysis and labeling the breaker manufacturer. The Contractor is responsible for providing hazards when warning signs are not provided by the to warn qualified persons of potential electric arc flash maintenance while energized. Provide field installed signs require examination, adjustment, servicing, or are in other than dwelling occupancies and are likely to industrial control panels, and motor control centers that with NFPA 70E and NEMA Z535.4 for panelboards, Provide warning signs for flash protection in accordance
RIGID CONDUIT
4"…
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