Technical Exhibit A - Revised Drawings (Seed Project).pdf
PDF 7 MB Posted
- Attached to
- Fort Hood Paving IDIQ
- Solicitation number
- W91151-22-B-0009
About this file
This document provides details for a federal contract opportunity issued by the Mission and Installation Contracting Command at Fort Hood, Texas. The solicitation seeks multiple awardees under an Indefinite Delivery Indefinite Quantity contract to provide paving construction services including asphalt roads, parking lots, concrete work, landscaping, and tank trail construction at locations on Fort Hood. The total contract value is estimated between $100-250 million. Bids are due on October 13th and the contract will utilize the Heavy and Highway construction services NAICS code and be fully set aside for small businesses. Work will be performed within Fort Hood under the wage determination included and task orders will specify individual project timelines. An on-site visit is scheduled for September 8th and the point of contact is the listed contract specialist.
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Text version
SHEET
N
1"=200'
INDEX OF DRAWINGS
HWY 84
HWY 84
HWY 36
F .M
RES.BD.
RES.BD.
R E S . B
D
RES. BD.
R E
S .B
D
KILLEEN
CANTONMENT
AREA
WEST
FORT
HOOD
GATESVILLE
NORTH
FORT
HOOD
RESERVATION
BELTON
LAKE
COPPERAS
COVE
HWY190
HWY190
FORT HOOD AREA MAP
O L
D G
E O
R G
E T
O W
N R
D
E A
S T R
A N
G E R
D
N O
LA
N R
D
FORT HOOD
W E S
T R
A N
G E R
D
C L
A R
K E R
D
H W
Y
35 37
LOCATION
PROJECT
LAREDO
CORPUS
CHRISTI
HOUSTON
AUSTIN
KILLEEN
WACO
FORT WORTH DALLAS
FORT
SMITH
OKLAHOMA
CITY
TULSA
AMARILLO
ALBUQUERUE
SANTA FE
VICINITY MAP
LOUISIANA
MEXICO
MEXICO
TEXAS
ARKANSAS
NEW
MEXICO
ELPASO
OKLAHOMA
GULF OF
SAN ANTONIO
FORT HOOD
WICHITA FALLS
N
SCALE IN MILES
1/2 1
FORT HOOD MILITARY RESERVATION
N
0 100 200
SCALE IN MILES
N
0 5 10
SCALE IN MILES
NORTH SYMBOL
GENERAL SYMBOLS
REVISION NUMBER
WALL TYPE MARK
DOOR MARKWINDOW MARK
DETAIL NUMBER
REFERENCE FROM
REFERENCE TO
G-101
C O
V E
R S
H E
E T
FORT HOOD,TEXAS
FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION
NOTE BY SYMBOL
SHEET DESCRIPTION
A
A
N
A
A
BUILDING LEGEND (POINTS OF INTEREST)
PROJECT SITE
BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)
DARNALL ARMY HOSPITAL
III CORPS HEADQUARTERS
WEST FORT HOOD
C L E
A R C
R E
E K
US HIGHWAY 190
CENTRAL
TEXAS
COLLEGE
US HIGHWAY 190
PERSHING PARK
VENABLE VILLAGE
H W
Y
CHAFFEE VILLAGE
PATTON
PARK
Santa Fe Av e
WAREHOUSE AVE
62ND
RAIL HEAD
W R
A T
T E
N
C L
A R
K E R
O A
D
MONTAGUE VILLAGE
TO
WEST
FT.HOOD
LIBERTY VILLAGE
BUSINESS ROUTE 190
H W
Y
B A S
E R
D
W
AR
EH
O
U
SE
AVE
MOHAWK RD
G R
E Y D
R
INSTALL DRAINAGE SYSTEM
PROJECT NO: LRC920471P
C-502 JOINT ISOLATION DETAILS
CONCRETE FLUME DETAILSC-501
SITE PLAN - IMPROVEMENTS IICI-102
SITE PLAN - IMPROVEMENTS ICI-101
SITE PLAN - UTILITIESCE-101
SITE PLAN - LOCATIONC-101
LEGEND AND GENERAL NOTESG-102
COVER SHEETG-101
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EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING TELECOMMUNICATION DUCTBANK
EXISTING WATER LINE
EXISTING FENCE LINE
ABANDONED GAS LINE
EXISTING DITCH
EXISTING CONTOUR - MAJOR (5 FT.)
EXISTING CONTOUR - MINOR (1 FT.)
LIMITS OF CONSTRUCTION
(PLAN VIEW)
RIP-RAP ROCK - NEW
BASE COURSE
SUBGRADE, STABILIZED AS NOTED.
NATURAL SUBGRADE
PORTLAND CEMENT CONCRETE (PCC)
(HOT MIX ASPHALTIC CONCRETE)
SURFACE COURSE
W
WCO
G
F
ST
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING COMMUNICATIONS PEDESTAL
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER EQUIPMENT
EXISTING WASTEWATER CLEANOUT
EXISTING WASTEWATER MANHOLE
EXISTING WASTEWATER VALVE
EXISTING TELECOMMUNICATION MANHOLE
EXISTING TREE
EXISTING VEGETATIVE AREA
EXISTING SIGN
EXISTING ELECTRICAL SWITCH
EXISTING HEADWALL AND CULVERT
EXISTING TRANSFORMER PAD
"N" SIGNAGE SCHEDULE REFERENCE NUMBER
LEGEND:
G-002
L E
G E
N D
G
E N
E R
A L
N O
T
KEEP A 3 FT CLEARANCE FROM ANY NATURAL GAS LOCATION MARK(S).
INSTALLATION PROCEDURE(S) AND ACCORDING TO CONTRACT DOCUMENTS.
DIG PERMIT FOR EXCAVATION IN ACCORDANCE TO THE MOST CURRENT
EXCAVATION WORK, THE CONTRACTOR MUST SUBMIT A REQUEST FOR
PRIOR TO "BREAK GROUND" I.E. TOPSOIL REMOVAL, GRADING, AND/OR9.
EXIST.
IMMEDIATELY NOTIFY THE GOVERNMENT FOR ANY DISCREPANCIES THAT MAY
VERIFY THE LOCATION OF ALL UTILITIES PRESENT AND SUSPECTED AND
MOST OF UTILITIES ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE TO
LOCATIONS ARE TO BE CONSIDERED APPROXIMATE ONLY AND THE DEPTH OF
FROM FORT HOOD'S GEOSPATIAL INFORMATION SYSTEM (GIS), THEREFORE
LOCATION OF EXISTING UTILITIES AND SITE FEATURES HAVE BEEN OBTAINED8.
PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY DISCREPANCIES AND NOTIFY THE COR
OR CENTERLINE OF PAVEMENT MARKING UNLESS OTHERWISE NOTED.
OF THE PAVEMENT, CENTERLINE OF THE ROAD, FACE OF THE BUILDING,
CENTER OF UTILITY, CENTER LINE OF MANHOLE OR CATCH BASIN, EDGE
ALL DIMENSIONS WERE TAKEN FROM / TO FENCE LINES, FACE OF CURB,7.
SECTION 01 35 13, PARAGRAPH 1.5.4 UNLESS OTHERWISE NOTED.
THE GOVERNMENT PER CONTRACT SPECIFICATIONS. REFER TO DIVISION-1,
A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) SHALL BE SUBMITTED TO6.
LOCATION(S) AS APPROVED BY THE CONTRACTING OFFICER.
FOUNDATION RUBBLE FROM GOVERNMENT PROPERTY TO THE
SAW CUT AND REMOVE ASPHALT PAVEMENT, CONCRETE AND5.
DO NOT OVERLOAD PAVEMENTS TO REMAIN.
CONDITION, OR REPLACE WITH NEW AT CONTRACTOR'S EXPENSE.
IS DAMAGED DURING WORK PERFORMANCE TO ITS ORIGINAL
PROTECT ALL EXISTING FEATURES, REPAIR ANY ITEM WHICH4.
EXISTING AND PROVIDE POSITIVE DRAINAGE.
CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH3.
ORIGINAL CONDITION OR REPLACE AT CONTRACTOR'S EXPENSE.
DAMAGED DURING THE PERFORMANCE OF THE WORK TO ITS
PROTECT ALL EXISTING FEATURES TO REMAIN. REPAIR ANY ITEM 2.
THE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION.
THIS INFORMATION IS NOT TO BE RELIED ON TO BE EXACT OR COMPLETE.
ARE BASED ON RECORDS (AS-BUILT DRAWINGS) AND FIELD OBSERVATIONS.
ELEVATIONS OF EXISTING STRUCTURES SHOWN IN THESE PLANS
IS FOR CONTRACTOR'S INFORMATION ONLY. LOCATIONS AND
EXISTING FEATURES, ELEVATIONS, AND TOPOGRAPHY PROVIDED1.
GENERAL NOTES :
EXCEED 40'- 0" FOR ALL CURBS.
EXPANSION/CONTRACTION JOINTS INTERVALS NOT TO25.
NOT EXCEED 10'-0".
CONSTRUCTION JOINTS FOR CURB AND GUTTER SPACING SHALL24.
AND THE NEW HMAC.
WHERE APPLIES, APPLY TACK COAT BETWEEN THE CONCRETE SURFACE 23.
FLEX BASE.
ALL SIDEWALKS AND CURBS SHALL HAVE A MINIMUM OF 6" OF COMPACTED 22.
DRAWINGS.
1/4 INCH UNLESS NOTED OTHERWISE IN THE CONSTRUCTION
EXPOSED EDGES SHALL BE ROUNDED TO A MINIMUM RADIUS OF 21.
SURFACE, BUT NOT LESS THAN 2 INCHES.
ONE-THIRD (1/3) OF THE SLAB THICKNESS BELOW THEAPPROXIMATELY
AND FOR PARKING PAVEMENT SHALL BE # 4, GRADE 60. PLACED
REINFORCEMENT FOR CONCRETE PAVEMENT SHALL BE # 4, GRADE 6020.
SPECIFICATIONS.
GUTTERS, FLUME, AND SIDEWALKS. SHALL CONFORM CONTRACT
AND SITE, f'c = 4000 PSI FOR PARKING PAVEMENT, AND f'c = 3500 PSI FOR CURBS, CONCRETE SHALL BE NOT LESS THAN MR=600 PSI (FLEX) FOR ROAD PAVEMENT19.
CONCRETE :
AND CONFORMING WITH ALL TESTING REQUIREMENTS.
SECTION 307 "CONCRETE PAVEMENT" (ROADWAYS AND MOTORPOOLS"
RIGID PAVEMENT. CONSTRUCT ACCORDING TO CONTRACT SPECIFICATION29.
CONFORMING WITH ALL TESTING REQUIREMENTS.
CONTRACT SPECIFICATION SECTION 302 "HOT-MIX ASPHALTIC CONCRETE"
HOT-MIX ASPHALTIC CONCRETE (HMAC). INSTALL HMAC ACCORDING TO28.
BEFORE A NEW LIFT IS PLACED.
EACH LIFT SHALL NOT EXCEED 6" AND PASS TESTING REQUIREMENTS
CONTRACT SPECIFICATION SECTION 205. "FLEXIBLE BASE MATERIAL".
AGGREGATE BASE COURSE. INSTALL FLEXBASE ACCORDING TO27.
"SUBBASE PREPARATION".
IN ACCORDANCE WITH CONTRACT SPECIFICATION SECTION 202,
BY SCARIFYING A MINIMUM DEPTH OF SIX (6) INCHES AND RECOMPACT
SUBGRADE. UNLESS OTHERWISE INDICATED, PREPARE SUBGRADE26.
PAVEMENT MATERIALS:
DETAILS AND ADDITIONAL NOTES.
REFER TO DRAWING SHEET C-5XX FOR "PAVEMENT MARKINGS"33.
CURING TIME. REFER TO CURRENT OEPS CONTRACT.
REQUIRED DURING THE HOT MIX ASPHALT PAVEMENT
TEMPORARY FLEXIBLE ROADWAY MARKER TABS ARE32.
SPECIFIED ON THE DRAWINGS.
THE TYPE, WIDTH, AND COLOR OF ALL LINES SHALL BE AS31.
ROADWAY AND WATER/OIL BASED FOR PARKING. ADD REFLECTIVE BEADS.
ALL PAVEMENT MARKING MATERIAL SHALL BE: THERMOPLASTIC FOR30.
PAVEMENT MARKINGS :
SIGNAGE SCHEDULE, AND DRAWINGS WHERE APPLY.
WITH BREAK-AWAY SUPPORT & FOOTING AS NOTED. REFER TO
ALL SIGNS SHALL BE DIAMOND GRADE AND RETRO REFLECTIVE34.
SIGNS :
SHALL BE MADE ACCORDINGLY.
COORDINATION WITH DPW ENVIRONMENTAL DIVISION THROUGH THE COR
DISTURBANCE, TO INCLUDE INSPECTING THEIR FACILITIES AND EQUIPMENT.
PRUNING/TRIMMING, 10:1 TREE REPLACEMENT POLICY, AND ANY OTHER
MIGRATORY BIRD TREATY ACT (MBTA) TO INCLUDE BUT NOT LIMITED TO TREE
AUGUST, THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE
DURING THE MIGRATORY BIRD NESTING SEASON, FROM 15 MARCH TO 1537.
PRACTICES" (BMPs) ARE INSTALLED.
BEEN APPROVED, IF APPLICABLE, AND ALL "BEST MANAGEMENT
THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) HAS
THE CONTRACTOR SHALL NOT BEGIN CLEARING WORK UNTIL36.
DISTURBED UNLESS OTHERWISE NOTED.
EXISTING CULVERT BEDDING OR DITCH PATH CANNOT BE35.
ENVIRONMENTAL :
CONTACT NETWORK ENTERPRISSE CENTER (NEC), AT: 254-287-3969 / 3563 / 4208.
18. ANY INQUIRES AND/OR ISSUES REGARDING COMMUNICATIONS UTILITIES,
DOMINION ENERGY (DE) CONTACT DPW EMERGENCY 27/7 AT: 254-287-2113.
17. ANY INQUIRIES AND/OR ISSUES REGARDING GAS AND ELECTRICAL UTILITIES,
AMERICAN WATER (AW), CONTACT DPW EMERGENCY 24/7 AT: 254-287-2113.
16. ANY INQUIRIES AND/OR ISSUES REGARDING WATER & SEWER UTILITIES,
NO ADDITIONAL COST TO THE GOVERNMENT.
UTILITIES, SHALL BE REPLACED TO EQUAL OR BETTER CONDITIONS, WITH
15. UTILITIES SHALL REMAIN IN PLACE. ANY DAMAGE TO THE EXISTING
USARMY.HOOD.IMCOM-CENTRAL.MBX.DPW-ENV-DIG-PERMITS@ARMY.MIL.
TO DPW ENVIRONMENTAL DIVISION TO THE FOLLOWING E-MAIL ADDRESS:
A LAND EXCAVATION & WATER USE PERMIT "DIG PERMIT"
14. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL SUBMIT
UTILITIES:
IN THE PLANS.
TOP SOIL GRADING SHALL BE 6:1, EXCEPT WHEN SPECIFIED13.
FLOW.
GRADING MUST PROMOTE POSITIVE AND UNOBSTRUCTED12.
CONSTRUCTION
BE APPROVED BY THE PROJECT COR PRIOR TO
ADHERED TO .CHANGES TO THE PROPOSED LIMITS MUST
GRADING LIMITS PROVIDED BY THE ENGINEER SHALL BE 11.
EXCAVATION AREA SHALL BE REMOVED/PUMPED OUT.
SHALL NOT BE DISTURBED DURING CONSTRUCTION. WATER IN THE
FEATURES/STRUCTURES. THE NATURAL FLOW OF SURROUNDING WATERS
ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAIN
CONTRACTOR IS RESPONSIBLE TO GRADE ALL DISTURBED AREAS TO10.
GRADING :
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EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING FENCE LINE
EXISTING POWER POLE
EXISTING TRANSFORMER - POLE MOUNTED
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER VALVE
EXISTING WASTEWATER MANHOLE
LEGEND:
MH
W
G
T
ABANDONED GAS LINE
EXISTING STORM DRAIN INLET
PROPOSED CONCRETE CHANNEL
PROJECT BENCHMARK
N n oi siviD gnire en i g n E
NOTES:
KEY NOTES:
A M
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S
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6. A DIG PERMIT IS REQUIRED FOR THEIS PROJECT.
THE SURVEY. DESIGN IS IN GRID COORDINATES.
FEET. NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO
COORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY 5.
ROADWAYS IN THE DESIGNATED PROJECT COORDINATES.
ALL INSTALLED AND EXISTING UTILITIES, STRUCTURES, AND
CONTRACTOR INCLUDING BUT NOT LIMITED TO SURVEY DATA OF
CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE 4.
THE CONTRACTOR'S EXPENSE.
POINT, WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT
THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL
COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO
STAKING AND CONTROL TO CONSTRUCT THE WORK, AT NO EXTRA
CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL
ENGINEERING DESIGN TEAM. CONTRACTOR SHALL PROTECT THESE
CONTROL POINTS HAVE BEEN ESTABLISHED BY THE 3.
THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH
CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY
DRAWINGS, SURVEY DATA PROVIDED, AND EXISTING FIELD
DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, 2.
THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.
WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL ORDINANCES,
EXECUTION OF THIS WORK SHALL COMPLY IN EVERY WAY POSSIBLE
CURRENT IDIQ CONTRACT AND DPW SPECIFICATIONS. THE
ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE 1.
SCALE: 1" = 20'-0"
SITE PLAN - UTILITIES
CONCRETE CHANNEL TO BE CONSTRUCTED1
BM1
BM2
XBM
92064
92060
IN
NER
FE
NCE
RD
S U
R V
E Y
CI-101
IM
P R
O V
E M
E N
T S
I S
IT
E
P L
A
EP
G
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING FENCE LINE
EXISTING POWER POLE
EXISTING TRANSFORMER - POLE MOUNTED
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER VALVE
EXISTING WASTEWATER MANHOLE
LEGEND:
MH
W
G
ABANDONED GAS LINE
EXISTING STORM DRAIN INLET
PROPOSED TOE WALL
PROPOSED SOD
PROPOSED CONCRETE LINEAL CHANNEL
PROJECT BENCHMARK
N
T
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
/7
/2
:0
:2
P
M G
E
N G
S
V C
\P ro j\ L
R C
P
IN
S T
A L
L D
R A
IN
A
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S Y
S T
E M
A T
A S
P B
L D
G
\F lo o rp la n s D e s ig n \M ic ro
S ta ti o n F il e s \0
C
I-
S
IT
E P
L A
N
I M
P R
O V
E M
E N
T S
.d g n
LRC920471P
N
G O
N Z
A L
E Z
E
R
IV
A
S
-S
E P
T -2
IN
S
T A
L L
D R
A
IN
A G
E S
Y S
T E
M
92064
F O
R B
ID
IN
G P
U R
P O
S E
O N
L Y
W -2
-B
-X X
X X
C O
N T
R A
C T
N U
M B
E R
T E
C H
N
IC
A L
E X
H
IB
IT
A
N
G O
N Z
A L oi siviD gnire en i g n E
NOTES:
KEY NOTES:
RFI #4, # 11,#14
RFI #4, # 11,#14
6. A DIG PERMIT IS REQUIRED FOR THEIS PROJECT.
THE SURVEY. DESIGN IS IN GRID COORDINATES.
FEET. NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO
COORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY 5.
ROADWAYS IN THE DESIGNATED PROJECT COORDINATES.
ALL INSTALLED AND EXISTING UTILITIES, STRUCTURES, AND
CONTRACTOR INCLUDING BUT NOT LIMITED TO SURVEY DATA OF
CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE 4.
THE CONTRACTOR'S EXPENSE.
POINT, WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT
THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL
COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO
STAKING AND CONTROL TO CONSTRUCT THE WORK, AT NO EXTRA
CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL
ENGINEERING DESIGN TEAM. CONTRACTOR SHALL PROTECT THESE
CONTROL POINTS HAVE BEEN ESTABLISHED BY THE 3.
THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH
CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY
DRAWINGS, SURVEY DATA PROVIDED, AND EXISTING FIELD
DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, 2.
THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.
WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL ORDINANCES,
EXECUTION OF THIS WORK SHALL COMPLY IN EVERY WAY POSSIBLE
CURRENT IDIQ CONTRACT AND DPW SPECIFICATIONS. THE
ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE 1.
C
C
SCALE: 1" = 20'-0"
SITE PLAN - IMPROVEMENTS I
100'-0"
(ISOLATION) JOINT .
FOR EXPANSION PLEASE REFER TO DRAWING SHEET C-502
A NEW 2' X 2' X 1/4" GALVANIZED STEEL COVER PLATE.
PULL BOX. REPLACE EXISTING COVER METAL PLATE FOR
.JOINT SHEET C-502 FOR EXPANSION (ISOLATION)
WOODEN POLE TO REMAIN. PLEASE REFER TO DRAWING1
3 CONCRETE CHANNEL STOPS INSIDE EDGE OF THE FENCE
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S
-O C
T -2
XBM
92064
92060
IN
NER
FE
NCE
RD
S U
R V
E Y
CI-102
IM
P
R O
V E
M E
N T
S I
I S
IT
E
P L
A
EP
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
P R
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C T
M A
N A
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R
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:0
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P
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\P ro j\ L
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IN
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L L
D R
A
IN
A G
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Y S
T E
M A
T A
S P
B L
D G
\F lo o rp la n s
D e s ig n \M ic ro
S ta ti o n F il e s \0
C
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S
IT
E
P L
A N
I
M P
R O
V E
M E
N T
S I
I.
d g n
LRC920471P
N
G O
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A L
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A
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E P
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IN
S
T A
L L
D R
A
IN
A G
E S
Y S
T E
M
92064
F O
R B
ID
IN
G P
U R
P O
S E
O N
L Y
W -2
-B
-X X
X X
C O
N T
R A
C T
N U
M B
E R
T E
C H
N
IC
A L
E X
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IB
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A
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A L oi siviD gnire en i g n E
RFI #1, #3, #12
100'-0"
5'- 0"M
AX
5'
- 0 "M
AX
C
C
I
C
CI
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S
-O C
T -2
92064
92060
C-501
C O
N C
R E
T E
F L
U M
E D
E T
A
IL
S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
P R
O J E
C T
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N A
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R
/7
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:0
:3
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M G
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\P ro j\ L
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IN
S T
A L
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IN
A
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A T
A S
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G
\F lo o rp la n s D e s ig n \M ic ro
S ta ti o n F il e s \C
-5
C
O N
C R
E T
E F
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M E
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T A
IL
S
.D G
N
LRC920471P
N
G O
N Z
A L
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E
R
IV
A
S
-S
E P
T -2
IN
S
T A
L L
D R
A
IN
A G
E S
Y S
T E
M
92064
F O
R B
ID
IN
G P
U R
P O
S E
O N
L Y
W -2
-B
-X X
X X
C O
N T
R A
C T
N U
M B
E R
T E
C H
N
IC
A L
E X
H
IB
IT
A
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G O
N Z
A L
TRAPEZOIDAL CONCRETE CHANNEL
CI
C
SCALE: 1" = 1'
SCALE: 3/4 = 1'
CONSTRUCTION
TOE WALL
C
C n oi siviD gnire en i g n E
NOTES:
MATERIAL)
INSTALL PER LINE ITEM 112 ( GEOTEXTILE
3. FILTER FABRIC REQUIRED SHOULD BE
CONTRUCTION
SPECIFICATIONS FOR PUBLIC WORKS
THE REQUIREMENTS OF TECHNICAL
CONCRETE WORK SHALL CONFORM TO 2.
#3 REBAR @12" O.C.E.W1.
FILTER FABRIC REQUIRED
6" FLEXIBLE BASE WITH
#3 REBAR @ 12" O.C.E.W
MAX 5'-0" FROM EDGE
NEW SOD GRASS
RFI #2, #3, #8, #10, #12,
OUTSIDE EDGE
TOOL OR CHAMFER
@12 O.C.E.W
#3 REBAR
RFI #2, #3, #10
C
C
C
C
FLOW
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S
-O C
T -2
2:1 MAX
1'-0" 1'-
0"
13’-0” MAX DRAINAGE EASEMENT WIDTH
3'-0"
2'
M A
X
M A
X
5'-0" MAX
8"
12" 12"
8"
8"
12"
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
/7
/2
:0
:3
P
M G
E
N G
S
V C
\P ro j\ L
R C
P
IN
S T
A L
L D
R A
IN
A
G E
S Y
S T
E M
A T
A S
P B
L D
G
\F lo o rp la n s D e s ig n \M ic ro
S ta ti o n F il e s \C
-5 D e ta il s -P
C C
-J o in ts -I
S O
L A
T
IO
N T
Y P
.d g n
LRC920471P
N
G O
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A L
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E
R
IV
A
S
-S
E P
T -2
IN
S
T A
L L
D R
A
IN
A G
E S
Y S
T E
M
92064
F O
R B
ID
IN
G P
U R
P O
S E
O N
L Y
W -2
-B
-X X
X X
C O
N T
R A
C T
N U
M B
E R
T E
C H
N
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A L
E X
H
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IT
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A L
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
JOINT (TYP.)
ISOLATION
JOINT (TYP.)
LOGITUDINAL
SCALE: 1/8" = 1' ANSI B
SCALE: 1/4" = 1' ANSI D
C
CI
SQUARE OBJECT BOXOUT (TYP.)
JOINT (TYP.)
TRANSVERSE
SCALE: 1/8" = 1' ANSI B
SCALE: 1/4" = 1' ANSI D
C
CI
ROUND OBJECT BOXOUT (TYP.)
PAVEMENT
CONCRETE
JOINT (TYP.)
LOGITUDINAL
PAVEMENT
CONCRETE
JOINT (TYP.)
ISOLATION
JOINT (TYP.)
TRANSVERSE
TYPE "B"
T
EXPANSION (ISOLATION) JOINT (TYP.)
SCALE: 1/4" = 1' ANSI B
SCALE: 1/2" = 1' ANSI D
C
CI
STEEL REINFORCEMENT
C
C
EXISTING STRUCTURE
AND / OR
EXISTING FEATURE
JOINT SEALANT
SEPARATING TAPE
(3/4" MIN. THICK)
JOINT FILLER
NON-EXTRUDING
1/4" TO 3/8"
C
C
SCALE: 1-1/2" = 1' ANSI B
SCALE: 3" = 1' ANSI D
EXPANSION JOINT DETAIL
3/4" +/- 1/8"
3/4" +/- 1/8"
E X
P A
S
IO
N J
O
IN
T D
E T
A
IL
C-502 n oi siviD gnire en i g n E
NOTES:
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S
-O C
T -2
RFI #4, #11
DEATIL 4 ON THIS SHEET
BOXOUT REFER TO
FOR WOODEN POLE2.
THIS SHEET .
REFER TO DETAIL 3 ON
FOR PULL BOX BOXOUT 1.
File details come from the government source that posted it. Updated .