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- Repair Maintenance Hangar, B102 Federal contract opportunity
- Solicitation number
- W9136419B7001
About this file
This is a solicitation notice for project number PBXP 132166 to repair and renovate maintenance hangar B102 at Mansfield Air National Guard Base in Mansfield, Ohio. The project includes demolition, fire protection and suppression systems, mechanical, plumbing, electrical and telecommunications work. Exterior brick veneer and metal siding require renovation along with window and door replacements to meet energy efficiency and antiterrorism standards. The construction duration is 577 calendar days with inspection and punch list. There are no additive bid items or options. Bids will be evaluated without discussions and award will be made in accordance with FAR 14.101(e). This project is set aside for small businesses with a NAICS code of 236220 and size standard of $36.5 million average annual revenue. The pre-bid conference is July 30, 2019 and bid opening is August 23, 2019. Interested contractors must register in SAM and check the Federal Business Opportunities website periodically for amendments. The facility is located at the 179th Airlift Wing of the Ohio Air National Guard in Mansfield, Ohio.
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02/05/2019
FILENAME: PLOT DATE: PLOT TIME:
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669816
FL
FH
E
N
CO
AC
MH
LF
PSI POUNDS PER SQUARE INCH
NTS NOT TO SCALE
MANHOLE
LINEAR FEET
FLOWLINE
FIRE HYDRANT
NORTH, NORTHING
CLEAN OUT
MAX MAXIMUM
PAVEMENT
ASPHALT CONCRETE
CONC CONCRETE
MIN MINIMUM
SST STAINLESS STEEL
RCP REINFORCED CONCRETE PIPE
SIM SIMILAR
TYP TYPICAL
ELEVATION
INV INVERT
DIA, Ø DIAMETER
CL, C CENTERLINEL
STA STATION
APPROX APPROXIMATE
EXST EXISTING
ABBREVIATIONS
PIV POST INDICATOR VALVE
BLDG BUILDING
CI CAST IRON
AWWA AMERICAN WATER WORKS ASSOCIATION
DWG DRAWING
ELECTRICAL
ELB ELBOW
FDC
F FLANGE
FIRE DEPARTMENT CONNECTION
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
PED
PE POLYETHYLENE
PEDESTRIAN
PVMNT
RADIUSR, RAD
SD
VERT VERTICAL
ADA AMERICANS WITH DISABILITIES ACT
SANITARY SEWER
ABND
CMP CORRUGATED METAL PIPE
CONST CONSTRUCT
EAST, EASTING, ELECTRICAL
ELECT
EP EDGE OF PAVEMENT
FFE FINISHED FLOOR ELEVATION
G GAS
HC HEATING/COOLING
OVERHEAD
PCCP
TBC TOP BACK OF CURB
TG TOP OF GRATE
W WATER
SIDEWALKSW
STND STANDARD
STRUCT STRUCTURAL
ABA
~ APPROXIMATELY
AND
ABANDONED
COORD COORDINATE
DEMO
CB CATCH BASIN
GB GRADE BREAK
BURIEDBUR
BM BENCH MARK
C.O., CO
SPEC'D SPECIFIED
TOP OF CONCRETETOC
EQUIP EQUIPMENT
BMP BEST MANAGEMENT PRACTICE
IE INVERT ELEVATION
PLS PURE LIVE SEED
DI
TOP OF SLABTOS
TOW TOP OF WALL
POINT OF CURVATURE
STANDARD DETAIL / STORM DRAIN
DEMOLISH OR DEMOLITION
MUTCD
CONTROL DEVICES
MANUAL ON UNIFORM TRAFFIC
DUCTILE IRON/DROP INLET
W/ WITH
ELEV
FG FINISHED GRADE
HP HIGH POINT
L LENGTH
LOG LIP OF GUTTER
LP LOW POINT
LT LEFT
PC
PCC POINT OF COMPOUND CURVE
PVC
POINT OF VERTICAL CURVATURE
POLYVINYL CHLORIDE OR
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
REQ'D REQUIRED
RT RIGHT
SF SECURITY FORCES
S, SS
CIVIL LEGEND
GENERAL NOTE:
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET;
GENERAL NOTES:
CONSTRUCTION NOTES:
CONTRACTING OFFICER
E.
D.
C.
B.
A.
BC BACK OF CURB
EOS EDGE OF SLAB/SIDEWALK
FT FEET
FOW FACE OF WALL
PORTLAND CEMENT CONC PAVEMENT
SOG SLAB ON GRADE
SIGNOR
CENTER LINE, BUILDING, ROAD, ETC.
GUY ANCHOR
STRUCTURE, BUILDING OR FACILITYOR
DEMOLITIONOR
CATCH BASIN OR INLET
ELECTRIC HANDHOLE
CURB
CURB AND GUTTER
ELECTRICAL JUNCTION BOX
POST OR BOLLARD
ELECTRICAL TRANSFORMER
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
SD
S
C
TELECOM MANHOLE
EDGE OF PAVEMENT
POTABLE WATER LINE
NATURAL GAS LINE
STORM DRAIN LINE
SANITARY SEWER LINE
ELECTRICAL MANHOLE
W
J X
E
G
SD
SS
COMM TELECOMMUNICATION
OR
CONCRETE
AGGREGATE OR GRAVEL SURFACE
UTILITY POLE
LIGHT POLE
FIRE HYDRANT
CLEANOUT
POST INDICATOR VALVE
W WATER VAULT
FIRE DEPARTMENT CONNECTION
TREE
SHRUB
VALVE AND VALVE BOX
CO
BURIED ELECTRICAL
OHE OVERHEAD ELECTRICAL
VERTICAL DATUM: NAVD88
NORTH ZONE ORIGINATING ON THE ODOT CORS NETWORK.
HORIZONTAL DATUM: COORDINATES ARE BASED ON THE OHIO STATE PLANE COORDINATE SYSTEM, NAD83 (2011), MEASUREMENTS SHOWN ARE FROM TOP BACK OF CURB OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTOR'S EXPENSE.
CONSTRUCTION. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL
MAINTAIN, RELOCATE OR REPLACE EXISTING MONUMENTS WHICH ARE DISTURBED OR DESTROYED DURING
BEGINNING CONSTRUCTION.
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO
AND BASE MAPPING. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE
EXISTING SITE FEATURES AND UTILITIES SHOWN WERE OBTAINED FROM SURVEY PERFORMED ON JUNE 27, 2017
IS SHOWN.
ALL NEW UTILITIES SHALL HAVE A CONSTANT UNIFORM SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING
DOCUMENTS.
PROVIDE THRUST BLOCKS AT ALL UNRESTRAINED (PUSH-ON) WATER PIPING FITTINGS PER CONTRACT
SHOWN.
ALL PIPING SHALL HAVE 3 FEET OF COVER AND CONDUITS SHALL HAVE 2 FEET OF COVER UNLESS OTHERWISE
SLOPE UNIFORMLY BETWEEN CONTOURS OR SPOT ELEVATIONS SHOWN.
ELEVATIONS GIVEN ARE TO FINISHED GRADE UNLESS OTHERWISE NOTED.
DOCUMENTS AS NEEDED.
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND REFERENCE HISTORICAL
HISTORICAL HAZARDOUS MATERIAL REPORTS ARE AVAILABLE FOR EACH FACILITY TO BE RENOVATED.
ENSURE EXISTING TREES TO BE SALVAGED ARE NOT DAMAGED.
AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. TAKE NECESSARY PRECAUTION TO
THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING TREE AND PLANT HEALTH DURING CONSTRUCTION
THROUGHOUT THE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDS MAINTENANCE WITHIN THE PROJECT AREA
UTILITY SYSTEMS THROUGH THE CONSTRUCTION SITE DURING THE ENTIRE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE NORMAL OPERATING FUNCTIONS OF ALL
EQUIPMENT SHOULD NEED TO BE RELOCATED BECAUSE OF CONSTRUCTION.
COMMUNICATIONS EQUIPMENT (FIBER OPTIC, COPPER CABLE, ETC.) OR IF ANY TYPE OF COMMUNICATIONS
CONTRACTOR MUST NOTIFY THE COMMUNICATIONS SQUADRON PRIOR TO REMOVING ANY
ALL UTILITIES AND STRUCTURES WITHIN TWO FEET OF FIELD MARKED UNDERGROUND UTILITIES.
CONFLICTS WILL ALL UTILITIES MARKED OR UNMARKED. THE CONTRACTOR AGREES TO PRESERVE ANY AND
COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES MARKED OR UNMARKED BEFORE
PLANNED EXCAVATION, AND OBTAIN A DIG PERMIT BEFORE BEGINNING WORK.
THE CONTRACTOR SHALL NOTIFY MANSFIELD ANG FOURTEEN (14) FULL BUSINESS DAYS PRIOR TO
EXISTING UTILITIES.
OR EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO
AND MAY NOT REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES
CONSTRUCTION. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION, EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES NOT IDENTIFIED FOR REMOVAL DURING
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
AS CONCRETE OR ASPHALT SHALL BE TREATED WITH SOD. NO EXPOSED SOIL IS ALLOWED ON BASE.
ALL DISTURBED SURFACES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION. AREAS NOT IDENTIFIED
PROJECT TESTING: ALL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS SPECIFIED.
O.
N.
M.
L.
K.
J.
I.
H.
G.
F.
E.
D.
C.
B.
A.
GOV GOVERNMENT OWNED VEHICLES
MH
E-BUR
ABN ABANDON
ARCHITECTURAL BARRIERS ACT
AT ANTI-TERRORISM
LAFB LUKE AIR FORCE BASE
CCSD
STANDOFF DISTANCE
CONVENTIONAL CONSTRUCTION
OH, OVH
ESC EROSION AND SEDIMENT CONTROL
UG UNDERGROUND
UST UNDERGROUND STORAGE TANK
AT CCSD-II
STRAW WATTLE
INLET PROTECTION
CB
ATO ANTI-TERRORISM OFFICER
COR CONTRACTING OFFICER'S REPRESENTATIVE
LEV LOW EMISSION VEHICLE
SWPPP
PREVENTION PLAN
STORMWATER POLLUTION
STAGING AREA
PAVEMENT STRIPING REMOVAL
FIRE WATER LINEF
SOD
ABANDON PIPE IN PLACE
CHAIN LINK FENCE
E OR
BOW BOTTOM OF WALL
OIL/WATER SEPARATOROWS
MULCH
PARKING A
PARKING B
PARKING D
PARKING C
PARKING F
PARKING E
PARKING I
PAD
TREATMENT
WATER
GATE
GATE
POND
DETENTION
WATER
STORM
POND
WETLANDS
WETLANDS
P
AIRFIELD
BEACON
Overhead Heater
150,000 BTUH
Overhead
150,000 BTUH
Heater
Power
Panel
Hot Water
Heater
102'-0"
40'-0"
15'-8" 8'-4"4'-7"4'-7"68'-10"
5'-11"
3'-4"
5'-6"
10'-4"
14'-11"
8'-3"4'-7"
102'-0"
69'-6"
3'-4"2'-6" 2'-6"
10'-8" 9'-0"
4821.54 S.F.
PARKING C
4821.54 S.F.
C C P
C
CCPC
E C B
E C B
E C B
E C B
EPB
EPB
EPB
EPB
EPB
T S
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GENERAL SHEET NOTES
CONSTRUCTION.
WITH CONTRACTING OFFICER PRIOR TO
REQUIREMENTS TO THE SITE AND FLIGHTLINE
COORDINATE ACCESS AND ESCORTING C.
CONTRACTING OFFICER.
DIRECTED OR APPROVED IN WRITING BY
OR MORE SHALL BE COVERED UNLESS OTHERWISE
ALL MATERIALS TO BE STOCKPILED FOR 24 HOURS B.
COORDINATED WITH CONTRACTING OFFICER.
PARKING AND TRAILERS. FINAL LOCATION TO BE
MATERIAL STORAGE, CONTRACTOR'S EMPLOYEE
STAGING AREA SHALL BE FOR STOCKPILES AND A.
0 200 400 600
1"=200'
N
H A
R R
IN
G T
O N M
E M
O R
IA
L R
O A
D
S AIRPORT ROAD
INTERNATIONAL DRIVE
CAIRNS ROAD
DRIVE N
INTERNATIONAL
CAIRNS ROAD
DRIVE S
INTERNATIONAL
H A
R R
IN
G T
O N M
E M
O R
IA
L R
O A
D
B414 B415
B412B410
B408
B525
B500
B403
B409
B601 B600
B602
B603
B522
B520
B420 B422
B421
B300
B416
B207
B203
B203A
B164
B407 B405
B108
B110
B112
B114
B104
B102
B120
AREA, SEE NOTE A
CONTRACTOR STAGING
AREA, SEE NOTE A
CONTRACTOR STAGING
PRIMARY HAUL ROUTE
MAIN GATE
MANSFIELD ANG
CONTRACTING OFFICER
COORDINATE ACCESS WITH
SECONDARY HAUL ROUTE,
CONTRACTING OFFICER
COORDINATE ACCESS WITH
MANSFIELD ANG SECONDARY GATE,
PROJECT
G
G
G
W
W
W
G
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SDSDSDSDSDSDSDSDSDSDSDSD
SDSDSD
S D
S D
SDSDSDSD
S D
S D
S D
S D
S D
S D
SD SD SD SD
S D
SD
SD
S D
S D
SD
S D
S D
S D
S D
S D
S D
SD
SD
SD
SS
SS
SS
S S
S S
SS SS SS
G G
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G G G G G G G
G G
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W W W W W W W W W W W W W W
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W W
W
W W
S S
SS
S S
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S S
S S
OHE OHE OHE OHE OHE OHE OHE OHE
SSSSSSSSSSSSSSSS
COMMCOMMCOMMCOMM
C O
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COMM
C O
M
MC
O M
M
C O
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COMM
COMM
C O
M M
COMM
W
WWW
W
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T M
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G G G
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D S
D S
D S
D S
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D S
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D S
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D S
D S
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D S
D S
STOP
STOP
ECBECBECBECB
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G G
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W
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12991300
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GENERAL SHEET NOTES
MANAGEMENT PRACTICES.
FOR ECS GUIDANCE INCLUDING BEST
RAINWATER AND LAND DEVELOPMENT MANUAL
CONTRACTOR SHALL CONFORM TO OHIO EPA'S E.
VIOLATIONS AND FINES.FOR ANY PERMIT
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE
SUSPENDED SEDIMENT). IF THIS OCCURS, THE
TO LEAVE THE SITE UNTREATED (LADEN WITH
STORM RUNOFF WATER SHALL NOT BE ALLOWED D.
BE CONSIDERED INCIDENTAL.
PERMANENT EROSION CONTROL MEASURES SHALL
MAINTENANCE OF BOTH TEMPORARY AND
EROSION CONTROL MEASURES AT ALL TIMES.
MAINTAINING ALL TEMPORARY AND PERMANENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR C.
IMPLEMENTING CONSTRUCTION.
REVIEW AND APPROVAL AS SPECIFIED PRIOR TO
SWPPP PLAN TO THE CONTRACTING OFFICER FOR
EROSION AND SEDIMENT CONTROL (ESC) AND/OR
RESPONSIBLE TO DEVELOP AND SUBMIT FINAL
CONDITIONS REQUIRE. CONTRACTOR IS
NECESSARY EROSION CONTROL AS FIELD
CONTRACTOR RESPONSIBLE TO PROVIDE ALL B.
GENERAL PERMIT.
COVERAGE UNDER THE NPDES CONSTRUCTION
ENVIRONMENTAL PROTECTION AGENCY (EPA) FOR
CONTRACTOR SHALL FILE A NOI WITH THE OHIO A.
SHEET KEYNOTES
FIBER ROLLS/STRAW WATTLES, SEE 1/CE5012.
INLET PROTECTION, SEE 2/CE5011.
0 20 40 60
1"=20'
N
BLDG 102
1 TYP
BLDG 104A
BLDG 104
BLDG 114
BLDG
PARKING LOT
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PLAN VIEW
BLOCK
ROW OF CONCRETE 4.
BLOCK AND GRAVEL
WIRE MESH BETWEEN 3.
FILTER
EXTEND OF GRAVEL 2.
GRAVEL FILTER1.
DROP INLET FILTER
NTS
FILTER SOCK
NTS
(FT)
FOR EACH WATTLE
STAKES REQUIREDWATTLE LENGTH
STAKES REQUIRED
to
STEP 1: INSTALL FILTER SOCK FILTER SOCK STAKING DETAIL
(FT)
SPACING
SLOPE
WATTLE SPACING
1:1
1:2
1:3
1:4 OR FLATTER
GROUND LEVEL
COMPACTED SOIL TO
BACKFILLED AND 4.
2"x2" WOOD STAKE3.
EXISTING GROUND, TYP2.
OVERLAPPING THE ENDS.
TO END, WITHOUT
WATTLES TIGHTLY, END
ABUT ADJACENT
SNUGLY INTO TRENCH.
INSTALL WATTLES 1.
MANUAL.
RAINWATER AND LAND DEVELOPMENT
FILTER SOCK, OF OHIO EPA'S
SPECIFICATIONS IN CHAPTER 6,
CONFORM TO MATERIAL B.
PERMANENT INSTALLATIONS.
LIVE STAKES MAY BE USED FOR
NOT CRUSH WATTLE WHILE STAKING.
WATTLE IS SECURE TO SLOPE. DO
SPACING PER TABLE ABOVE UNTIL
DRIVE STAKES AT EACH END AT A.
NOTES:
STEP 2: BACKFILL SOIL AGAINST FILTER SOCK
DEVELOPMENT MANUAL.
GRAVEL DROP INLET FILTER, OF OHIO EPA'S RAINWATER AND LAND
CONFORM TO MATERIAL SPECIFICATIONS IN CHAPTER 6, BLOCK AND E.
BLOCKS, CLEAN AND/OR REPLACE.
LONGER ADEQUATELY PERFORMS ITS FUNCTION, PULL STONE AWAY FROM
IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO D.
BARRIER, AS SHOWN BELOW.
2" STONE SHOULD BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK C.
MESH WITH 1/2 " OPENINGS SHOULD BE USED.
THROUGH THE BLOCK CORES. HARDWARE CLOTH OR COMPARABLE WIRE
OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED
WIRE MESH SHOULD BE PLACES OVER OUTSIDE VERTICAL FACE (WEBBING) B.
HIGH BUT NO GREATER THAN 24" HIGH.
THE SAME SIZE BLOCKS. THE BARRIER OF BLOCKS SHOULD BE AT LEAST 12"
VARIED, DEPENDING UPON DESIGN NEEDS, BY STACKING COMBINATIONS OF
ADJACENT BLOCKS ABUTTING. THE HEIGHT OF THE BARRIER CAN BE
SINGLE ROW AROUND THE PERIMETER OF THE INLET, WITH THE ENDS OF
PLACE 4"X8"X12" CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A A.
NOTES:
BLOCK AND GRAVEL
M
IN
-4
W
S D
S D
SD SD SD
S D
S D
W W
W
W W W
SD
33'
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GENERAL SHEET NOTES
SHOWN.
FROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISE
ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAY F.
EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.
ALL NEW SURFACES ARE TO MATCH EXISTING GRADES E.
CONNECTION.
TO CONNECT TO EXISTING PIPING UPSTREAM OF MAIN LINE
ARE BENEATH SIDEWALKS TO REMAIN, PROVIDE FITTINGS
EXISTING CONNECTIONS. IN AREAS WHERE DOWNSPOUTS
PIPE BACK TO STORM DRAIN MAIN LINE AND REPAIR
BENEATH SIDEWALKS TO BE REPLACED, PROVIDE NEW
IN AREAS WHERE DOWNSPOUT CONNECTIONS ARE D.
VEHICLES ONLY". SIGN AND POST SIMILAR TO 7/C-501.
STATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRIC
ONE ELECTRIC VEHICLE PARKING SPACE AND CHARGING
COORDINATE WITH CONTRACTING OFFICER LOCATION OF C.
OTHERWISE SHOWN ON PLANS.
1/C-501. SURFACES TO MATCH EXISTING UNLESS
UTILITY TRENCHES SHALL BE RESTORED PER DETAIL B.
DEPENDENT UPON CONSTRUCTION ACTIVITIES.
EXTENT OF RESTORATION IS APPROXIMATE AND IS
BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.
ALL SURFACES DISTURBED DURING CONSTRUCTION SHALL A.
SHEET KEYNOTES
11" PCCP TO 8" PCCP TRANSITION21.
SEE JOINTING PLAN, THIS SHEET20.
DOWELED CONSTRUCTION JOINT, SEE DETAIL 7/C-50319.
DETAIL 9/C-503
OF BUILDING AND EXISTING CONCRETE APRON, SEE
PROVIDE ISOLATION/EXPANSION JOINT AT INTERFACE 18.
5/C-503
LONGITUDINAL CONSTRUCTION JOINT, SEE DETAIL 17.
TO BE 24" TALL
DEGREE ANGLE WITH 3' SPACING; NO PARKING TEXT
4-INCH-WIDE, YELLOW "NO PARKING" STRIPING AT 45 16.
AND INSTALL TRUNCATED DOMES, SEE DETAIL 7/C-501
SAWCUT EXISTING CONCRETE; POUR 4" THICK SLAB 15.
CONNECTION TO MAIN STORM DRAIN, SEE 4/C-501
RESET DRAIN INLET AND PROVIDE FITTINGS FOR 14.
INFORMATION AND 3/C-502 FOR DETAIL
BOLLARD, SEE DRAWING A-111 FOR LOCATION 13.
8" PCCP, SEE DETAIL 3/C-50112.
8" PCCP TO CONCRETE SIDEWALK TRANSITION11.
ADA SIGN, SEE DETAIL 3/C-50310.
ADA MARKING, SIM TO 1/C-503, SEE 2/C-5039.
RESTORE AREA WITH SOD, SEE GENERAL NOTE A8.
10/C-503 AND NOTE D
ALIGN WITH NEW DOWNSPOUT LOCATION, SEE DETAIL
FITTINGS, PIPE, AND DOWNSPOUT CONNECTION TO
CUT EXISTING BELOW GRADE SD PIPE; INSTALL NEW 7.
33' CCSD-II6.
LOCATION OF GATE WITH CONTRACTING OFFICER
LOCK, SEE DETAIL 4/C-502; COORDINATE FINAL
4' WIDE PEDESTRIAN GATE WITH MANUAL CIPHER 5.
5' WIDE CONCRETE SIDEWALK, SEE DETAIL 2/C-5014.
SEE DRAWING C-102 FOR DETAILS IN THIS AREA3.
6' CHAIN LINK FENCE TALL, TYPE FE6, SEE 1/C-5022.
11" PCCP, SEE DETAIL 3/C-5011.
0 10 20 30
1"=10'
N
BLDG 102 PARKING LOT
NO PARKING
10'x29'
22'
13'
13'
MIN
JOINTING PLAN
18 E 1964107.09
N 417800.09
CENTER PT
E 1964152.49
N 417752.18
CENTER PT
STOP
W W
SDSDSD
S D
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SS SS
G G G G
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W W
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GENERAL SHEET NOTES
SHEET KEYNOTES
BETWEEN UNIT AND BUILDING, SEE 1/CU502
EQUIPMENT ENCLOSURE: PROVIDE METAL SHEATHING 20.
CONNECTION TO MAIN STORM DRAIN, SEE 4/C-501
RESET DRAIN INLET AND PROVIDE FITTINGS FOR 19.
10/C-503 AND NOTE D
ALIGN WITH NEW DOWNSPOUT LOCATION, SEE
FITTINGS, PIPE AND DOWNSPOUT CONNECTION TO
CUT EXISTING BELOW GRADE SD PIPE; INSTALL NEW 18.
4" THICKNESS OF 2" GRAVEL
TANK PADS WITHIN FENCE WITH WEED BARRIER AND
AND 4/C-502; DRESS AREA SURROUNDING STORAGE
PEDESTRIAN GATE WITH CIPHER LOCK, SEE 1/C-502
CHAIN LINK FENCE WITH DOUBLE LEAF (6' WIDE)
EQUIPMENT ENCLOSURE, PROVIDE 7' TALL TYPE FE5 17.
COORDINATE LOCATION WITH CONTRACTING OFFICER
SPREAD MULCH IN 2' WIDTH AROUND STOOP; 16.
AND 3/C-502 FOR DETAIL
BOLLARD, SEE A-112 FOR LOCATION INFORMATION 15.
BIKE RACKS ON CONCRETE PAD, SEE 4/C-50314.
CONCRETE CURB AND GUTTER, SEE 5/C-50113.
8" PCCP, SEE 3/C-50112.
RESTORE AREA WITH SOD, SEE GENERAL NOTE A11.
33' CCSD-II10.
ADA MARKING, SEE 1/C-503 AND 2/C-5039.
CURB TAPER, 8/C-5018.
CONCRETE CURB RAMP, SEE 6/C-5017.
ADA SIGN, SEE 3/C-5036.
LOCKABLE DROP ARM GATE, SEE 5/C-5025.
5' WIDE CONCRETE SIDEWALK, SEE 2/C-5014.
DETAIL 1/C-503
4" WIDE WHITE PARKING STALL STRIPING, SIMILAR TO 3.
CONCRETE TO ASPHALT TRANSITION, SEE 9/C-5012.
WxL, SEE 11/C-503
CONCRETE STOOP CENTERED ON WALL OPENING, 1.
0 10 20 30
1"=10'
N
5'
18'
4.1'
5'x5'
4'x10'
BLDG 102
PARKING LOT
TOC EL 1297.5
STORAGE TANK
FIRE WATER
TOC EL 1297.5
STORAGE TANK
FIRE WATER
FFE 1298.0
FIRE PUMP BUILDING
N O P
A R
K
IN
G
4.9'
15'x5'
33'
TYP
TYP
SIM
B
.5
L O
G
B O
C
3'
3'20
ARE SHOWN.
GRADES EXCEPT WHERE ELEVATIONS OR CONTOURS
ALL NEW SURFACES ARE TO MATCH EXISTING E.
UPSTREAM OF MAIN LINE CONNECTION.
PROVIDE FITTINGS TO CONNECT TO EXISTING PIPING
DOWNSPOUTS ARE BENEATH SIDEWALKS TO REMAIN,
REPAIR EXISTING CONNECTIONS. IN AREAS WHERE
NEW PIPE BACK TO STORM DRAIN MAIN LINE AND
BENEATH SIDEWALKS TO BE REPLACED, PROVIDE
IN AREAS WHERE DOWNSPOUT CONNECTIONS ARE D.
POST SIMILAR TO 7/C-501.
"PARKING FOR ELECTRIC VEHICLES ONLY". SIGN AND
CHARGING STATION. PROVIDE SIGN TO READ
OF ONE ELECTRIC VEHICLE PARKING SPACE AND
COORDINATE WITH CONTRACTING OFFICER LOCATION C.
OTHERWISE SHOWN ON PLANS.
1/C-501. SURFACES TO MATCH EXISTING UNLESS
UTILITY TRENCHES SHALL BE RESTORED PER DETAIL B.
CONSTRUCTION ACTIVITIES.
APPROXIMATE AND IS DEPENDENT UPON
CONDITION. EXTENT OF RESTORATION IS
SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER
ALL SURFACES DISTURBED DURING CONSTRUCTION A.22
12'
INFILTRATION BASIN, SEE 2/C-50226.
INFILTRATION BASIN GUTTER, SEE 6/C-50225.
TEXT TO BE 24" TALL
45 DEGREE ANGLE WITH 3' SPACING; NO PARKING
4-INCH-WIDE, YELLOW "NO PARKING" STRIPING AT 24.
EXISTING SIDEWALK, SEE 9/C-503
OF NEW CONCRETE WITH BUILDING AND WITH
ISOLATION/EXPANSION JOINT AT ALL INTERFACES 23.
5/C-503
LONGITUDINAL CONSTRUCTION JOINT, SEE DETAIL 22.
INFILTRATION TRENCH, SEE 2/C-50221.
SHEET KEYNOTES
4.1'
C-502
C-502
5'x8'
1 5'x5'
28'
4'
TYP
E 1964226.43
N 417630.25
CENTER PT
E 1964220.78
N 417678.09
CENTER PT
E 1964186.49
N 417715.52
CENTER PT
.0
E 1964180.87
N 417587.67
CENTER PT
ECBECBECBECB
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S D
S D
SD
SD
SD
S S
S S
G
G
G G G
E
E E
E
E E
E E
E E
E E
E
E
W W W W W
S S
SS
S S
S S
OHE OHE OHE OHE OHE
SSSSSSSSSSSS
COMM
C O
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GENERAL SHEET NOTES
ARE SHOWN.
GRADES EXCEPT WHERE ELEVATIONS OR CONTOURS
ALL NEW SURFACES ARE TO MATCH EXISTING D.
UPSTREAM OF MAIN LINE CONNECTION.
PROVIDE FITTINGS TO CONNECT TO EXISTING PIPING
DOWNSPOUTS ARE BENEATH SIDEWALKS TO REMAIN,
REPAIR EXISTING CONNECTIONS. IN AREAS WHERE
NEW PIPE BACK TO STORM DRAIN MAIN LINE AND
BENEATH SIDEWALKS TO BE REPLACED, PROVIDE
IN AREAS WHERE DOWNSPOUT CONNECTIONS ARE C.
OTHERWISE SHOWN ON PLANS.
1/C-501. SURFACES TO MATCH EXISTING UNLESS
UTILITY TRENCHES SHALL BE RESTORED PER DETAIL B.
CONSTRUCTION ACTIVITIES.
APPROXIMATE AND IS DEPENDENT UPON
CONDITION. EXTENT OF RESTORATION IS
SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER
ALL SURFACES DISTURBED DURING CONSTRUCTION A.
SHEET KEYNOTES
INFILTRATION TRENCH, SEE 2/C-50213.
EXISTING SIDEWALK, SEE 9/C-503
OF NEW CONCRETE WITH BUILDING AND WITH
ISOLATION/EXPANSION JOINT AT ALL INTERFACES 12.
PAD FOR NEW TRANSFORMER, SEE 2/E-50111.
LOCATION, SEE 10/C-503 AND NOTE C
CONNECTION TO ALIGN WITH NEW DOWNSPOUT
NEW FITTINGS, PIPE, AND DOWNSPOUT
CUT EXISTING BELOW GRADE SD PIPE INSTALL 10.
4/C-501
CONNECTION TO STORM DRAIN MAIN LINE, SEE
RESET DRAIN INLET AND PROVIDE FITTINGS FOR 9.
BARRIER AND 4" THICKNESS OF 2" GRAVEL
TRANSFORMER WITHIN FENCE WITH WEED
ENCLOSURE; DRESS AREA SURROUNDING
PROVIDE LOCKING CABINET-TYPE TRANSFORMER 8.
RESTORE AREA WITH SOD, SEE GENERAL NOTE A7.
33' CCSD-II6.
7' TALL TYPE FE5 CHAIN LINK FENCE, SEE 1/C-502 5.
PEDESTRIAN GATE WITH CIPHER LOCK, SEE 4/C-5024.
5' WIDE CONCRETE SIDEWALK, SEE 2/C-5013.
1/CU502
SHEATHING BETWEEN UNIT AND BUILDING, SEE
EQUIPMENT ENCLOSURE: PROVIDE METAL 2.
WxL, SEE 11/C-503
CONCRETE STOOP CENTERED ON WALL OPENING, 1.
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N
33'
BLDG 104A
BLDG 114
3'-10"x8'-6"
MECH
HP14, SEE
6' WIDE
3'-10"x8'
5'-2"x8'
5'-2"x5'
5'x7'-3"
TYP
3'
% 5
BLDG 102
C-502
E 1964138.28
N 417547.86
E 1964076.15
N 417517.04
CENTER PT
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GENERAL SHEET NOTES
CONTOURS ARE SHOWN.
GRADES EXCEPT WHERE ELEVATIONS OR
ALL NEW SURFACES ARE TO MATCH EXISTING C.
CONNECTION.
EXISTING PIPING UPSTREAM OF MAIN LINE
REMAIN, PROVIDE FITTINGS TO CONNECT TO
DOWNSPOUTS ARE BENEATH SIDEWALKS TO
REPAIR EXISTING CONNECTIONS. IN AREAS WHERE
NEW PIPE BACK TO STORM DRAIN MAIN LINE AND
BENEATH SIDEWALKS TO BE REPLACED, PROVIDE
IN AREAS WHERE DOWNSPOUT CONNECTIONS ARE B.
UPON CONSTRUCTION ACTIVITIES.
RESTORATION IS APPROXIMATE AND IS DEPENDENT
ORIGINAL OR BETTER CONDITION. EXTENT OF
CONSTRUCTION SHALL BE RESTORED TO THEIR
ALL SURFACES DISTURBED DURING A.
SHEET KEYNOTES
TEXT TO BE 24" TALL
45 DEGREE ANGLE WITH 3' SPACING; NO PARKING
4-INCH-WIDE, YELLOW "NO PARKING" STRIPING AT 6.
LOCATION; SEE 10/C-503 AND NOTE B
CONNECTION TO/C- ALIGN WITH NEW DOWNSPOUT
NEW FITTINGS, PIPE, AND DOWNSPOUT
CUT EXISTING BELOW GRADE SD PIPE; INSTALL 5.
AND 3/C-502 FOR DETAIL
BOLLARD, SEE A-111 FOR LOCATION INFORMATION 4.
RESTORE AREA WITH SOD, SEE GENERAL NOTE A3.
DOORS ON BUILDING 104
OFFICER TO AVOID EXISTING WINDOWS AND
COORDINATE PLACEMENT WITH CONTRACTING
6' TALL, TYPE FE6, CHAIN LINK FENCE, SEE 1/C-502; 2.
33' CCSD-II1.
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BLDG 104
BLDG 103
BLDG 102
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NO PARKING
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POINT TABLE
PT # NORTHING EASTING ELEVATION DESCRIPTION DRAWING
1 417784.30 1964202.67 MATCH EXISTING ISLAND CURB AT DRIVEWAY C-101
2 417796.65 1964215.61 MATCH EXISTING ISLAND CURB AT DRIVEWAY C-101
3 417794.16 1964217.99 MATCH EXISTING CONCRETE TO ASPHALT TRANSITION C-102
4 417784.67 1964226.88 MATCH EXISTING CONCRETE TO ASPHALT TRANSITION C-102
5 417782.15 1964229.23 MATCH EXISTING ISLAND CURB AT DRIVEWAY C-102
6 417769.95 1964215.93 MATCH EXISTING ISLAND CURB AT DRIVEWAY C-102
7 417751.03 1964171.91 1294.89 DRIVEWAY GRADE BREAK C-102
8 417730.53 1964150.00 1295.38 CORNER OF DRIVEWAY C-102
9 417721.04 1964158.88 1295.25 CORNER OF DRIVEWAY C-102
10 417741.54 1964180.79 1294.76 INFILTRATION BASIN GUTTER C-102
11 417716.30 1964163.33 1295.10 STOOP AT DOORWAY C-102
12 417719.72 1964166.98 1295.00 STOOP AT SIDEWALK C-102
13 417728.05 1964172.96 1294.67 INFILTRATION BASIN C-102
14 417738.26 1964183.86 1294.67 INFILTRATION BASIN GUTTER C-102
15 417748.55 1964194.86 1294.67 INFILTRATION BASIN C-102
16 417740.52 1964202.38 1294.67 INFILTRATION BASIN C-102
17 417720.02 1964180.48 1294.67 INFILTRATION BASIN C-102
18 417721.43 1964180.52 1294.59 INFILTRATION BASIN C-102
19 417728.01 1964174.37 1294.59 INFILTRATION BASIN C-102
20 417747.14 1964194.82 1294.59 INFILTRATION BASIN C-102
21 417740.57 1964200.97 1294.59 INFILTRATION BASIN C-102
22 417734.29 1964187.67 1294.52 INFILTRATION BASIN LOW POINT C-102
23 417700.26 1964197.72 MATCH EXISTING NEW SIDEWALK TIE-IN TO EXISTING SIDEWALK C-102
24 417682.72 1964194.77 1295.08 STOOP AT DOORWAY C-102
25 417686.13 1964198.42 1294.98 STOOP AT SIDEWALK C-102
26 417696.68 1964245.78 1297.50 TOP OF STORAGE TANK CONCRETE PAD C-102
27 417718.55 1964269.14 1297.50 TOP OF STORAGE TANK CONCRETE PAD C-102
28 417702.12 1964276.65 1297.50 CORNER OF FIRE PUMP BUILDING C-102
29 417687.52 1964290.32 1297.50 CORNER OF FIRE PUMP BUILDING C-102
30 417681.77 1964284.18 1297.80 STOOP AT DOORWAY C-102
31 417678.12 1964287.59 1297.70 STOOP AT SIDEWALK C-102
32 417673.22 1964275.05 1297.80 STOOP AT DOORWAY C-102
33 417669.57 1964278.47 1297.70 STOOP AT SIDEWALK C-102
34 417655.74 1964220.02 1295.19 CORNER OF BIKE RACK PAD AT BUILDING C-102
35 417661.95 1964226.66 MATCH EXISTING CORNER OF BIKE RACK PAD AT SIDEWALK C-102
36 417629.01 1964225.10 1294.52 TOP OF INFILTRATION TRENCH DRAIN ROCK C-102
37 417589.49 1964168.17 1295.13 STOOP AT DOORWAY C-102
38 417592.36 1964165.49 1295.05 STOOP AT SIDEWALK C-102
39 417549.02 1964119.19 1295.22 STOOP AT DOORWAY C-103
40 417546.18 1964121.84 1295.14 STOOP AT SIDEWALK C-103
41 417537.83 1964107.24 1295.20 STOOP AT DOORWAY C-103
42 417535.01 1964109.88 1295.12 STOOP AT SIDEWALK C-103
43 417519.76 1964108.22 1294.56 TOP OF INFILTRATION TRENCH DRAIN ROCK C-103
44 417511.62 1964096.50 1296.50 TOP OF TRANSFORMER CONCRETE PAD C-103
45 417507.77 1964100.07 1296.50 TOP OF TRANSFORMER CONCRETE PAD C-103
46 417525.60 1964071.31 1295.18 STOOP AT DOORWAY C-103
47 417522.13 1964067.60 1295.08 STOOP AT SIDEWALK C-103
48 417534.75 1964062.75 1295.18 STOOP AT DOORWAY C-103
49 417531.23 1964058.98 1295.08 STOOP AT SIDEWALK C-103
50 417566.61 1964032.91 1295.18 STOOP AT DOORWAY C-103
51 417563.12 1964029.19 1295.08 STOOP AT SIDEWALK C-103
PT1 PT2
PT3
PT4
PT5PT6
PT7PT8
PT9 PT10
PT14 PT15
PT16
PT22
PT13
PT20
PT21PT18
PT19
PT17
PT12
PT11
PT27PT26
PT28
PT29
PT31
PT30PT32
PT33
PT36
PT37
PT38
PT25
PT24
PT39
PT40
PT41
PT42
PT46PT47
PT48PT49
PT50PT51
PT44
PT45
PT43
PT23
PT35PT34
0 20 40 60
1"=20'
N
File details come from the government source that posted it. Updated .