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- Repair Maintenance Hangar, B102 Federal contract opportunity
- Solicitation number
- W9136419B7001
About this file
This solicitation notice is for a construction project to repair and renovate a maintenance hangar at Mansfield Air National Guard Base in Mansfield, Ohio. Work includes demolition, fire protection and suppression systems, mechanical, plumbing and electrical upgrades, and exterior renovations. The construction duration is 577 calendar days with no additive bid items or options. Bids are due by August 23, 2019 and will be evaluated without discussions. The project is set aside for small businesses with an average annual revenue of $36.5 million or less. The pre-bid conference is July 30, 2019 and interested contractors must register in the System for Award Management.
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Text version
02/05/2019
TYP
6"
1/4"
FILENAME: PLOT DATE: PLOT TIME:
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669816
NOTES:
LIMITS OF DISTURBANCE.
BEYOND TOP OF TRENCH AND TO THE
TOPSOIL AND SOD SHALL EXTEND E.
BUT LEFT UN-COMPACTED.
SHOULD BE INSTALLED, SMOOTHED,
BENEATH THE TOPSOIL LAYER,
THE TOP 6" OF TRENCH BACKFILL, D.
REQUIREMENTS.
ACCORDANCE WITH CURRENT OSHA
CONSTRUCTION AND SAFETY AND IN
WALLS OR SHORE EXCAVATIONS FOR
CONTRACTOR SHALL SLOPE TRENCH C.
JOINT TYPES AND LOCATIONS.
CONCRETE TO MATCH EXISTING
CONSTRUCT JOINTS ACROSS NEW B.
EDGE.
ENTIRE CONCRETE TO THE JOINT OR
OR EDGE OF CONCRETE, REPLACE
WITHIN 2 FEET OF AN EXISTING JOINT
IF LOCATION OF TRENCH SAW CUT IS A.
d
PCC CONCRETE SURFACING
SOD, SEE NOTE E14.
TOPSOIL LAYER13.
NOTE E
TOPSOIL INSTALLED AS SPECIFIED, SEE 12.
VERTICAL TRENCH SHOWN, SEE NOTE C11.
CONTRACTING OFFICER
UNLESS OTHERWISE APPROVED BY THE
PROVIDE MOUND FOR SETTLEMENT 10.
SEE NOTE D9.
3 THIS SHEET
CONC PAVEMENT SECTION, SEE DETAIL 8.
PCC CONCRETE, SEE NOTE B7.
EXISTING CONCRETE6.
TRENCH BACKFILL AS SPECIFIED5.
TRENCH BACKFILL ABOVE PIPE ZONE4.
COMPACTED BASE COURSE OR CLSF3.
JACKHAMMERED EDGE, TYP (2d/3)2.
SAWCUT, TYP (d/3), SEE NOTE A1.
SURFACE RESTORATION
NTS
TYPICAL CONCRETE SIDEWALK
E.
D.
C.
B.
A.
NOTES:
5.
4.
3.
2.
1.
B
A B
11"
REINFORCING
C
T&B 1/2" AND 3" COVER
MATCH EXISTING OR 4@12"
APRON
FLIGHTLINE
SEE NOTE 5
TYPE(S)
PAVEMENT
PREPARED SUBGRADE
BASE COURSE
REINFORCING, C
FINISH GRADE
SEE NOTE A AND B
CONTRACTION JOINT,
PROVIDE PORTLAND CEMENT CONCRETE PAVEMENT TYPE AS SPECIFIED.
TRANSITION THICKENED EDGE TO NORMAL THICKNESS IN 18", SEE 9/C501.
PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND PERIMETER OF SLAB.
CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE.
INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE PAVEMENT ABUTS
ROLLUP DOOR DRIVEWAY: SEE PLAN.
FLIGHTLINE: MATCH EXISTING. CONCRETE JOINT SPACING -
SEALANT AS SPECIFIED.
CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH
CONCRETE PAVEMENT
CONCRETE CURB AND GUTTER
CURB RAMP
/2
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
JOINT SEALANT, AS SPECIFIED
BACKER ROD
SEALANT
GROOVE; FILL WITH CRAFCO-TYPE
1" DEEP × 3/4" WIDE SAW CUT
TACK COAT SURFACES
ASPHALT CONCRETE PAVEMENT
BASE COURSE
PREPARED SUBGRADE
CONCRETE EXPANSION JOINT
CONCRETE PAVEMENT
PLAN
EDGE OF CONCRETE AS SHOWN ON
PREFORMED JOINT SEAL
CONC TO ASPHALT TRANSITION
4 5 6
NOTE:
A.
LAWN AREA TRENCH BACKFILL SECTION
11 5
8"8" NONE
AND HOUSEKEEPING PAD
ROLLUP DOOR DRIVEWAY
(INCHES)
DIMENSION
(9" MIN)
MATCH EXST
18"
4" MIN
TO CURB
ADJACENT
TO STRUCTURE
ADJACENT
MIN
1'
TYPICAL SECTION
2 MIN
2 MIN
TOOLED COLD JOINT6.
STRUCTURE)
AGAINST
1/2" PJF (WHERE 5.
A
ON PLANS, SEE NOTE
NOTED OTHERWISE
5' WIDTH UNLESS 4.
SUBGRADE
PREPARED 3.
ABC2.
CONCRETE
BELOW TOP OF
FINISH GRADE 1" 1.
2% MAX
1% MIN
4"
CONSTRUCT CONTROL JOINTS AT 5' SPACING ALONG LENGTH OF SIDEWALK.C.
OF SIDEWALK, PROVIDE DOWELS CENTERED TO JOINT AT 12" O.C.
CONSTRUCT 3/4" EXPANSION JOINTS AT MAXIMUM 40' SPACING ALONG LENGTH B.
JOINT AT THE MIDPOINT.
SIDEWALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION A.
NOTES:
2% MAX
1% MIN
4" MIN
4"
5'-0" PREF
4'-0" MIN
MIN
1'-0"
EDGES AND SLOPE CHANGES, AND DO NOT NECESSARILY INDICATE JOINT LINES.
EXISTING CONCRETE WALKS. LINES SHOWN ON THIS DRAWING INDICATE THE RAMP
A 1/2•" ITEM 705.03 EXPANSION JOINT FILLER AROUND THE EDGE OF RAMPS BUILT IN
CONSISTENT WITH ITEM 608.03 REQUIREMENTS FOR A NEW CONCRETE WALK. PROVIDE
PROVIDE EXPANSION JOINTS IN THE CURB RAMP AS EXTENSIONS OF WALK JOINTS AND
A
A
STREET
12:1
T
1'-6"
6"
5"
GUTTERS: 0 TO +1/2•"
" TO +1/4"-1/32CURBS:
DIMENSIONAL TOLERANCES ARE AS FOLLOWS:C.
INTERVALS OF 5 FEET.
OR EXISTING RIGID PAVEMENTS, WITH TIE BARS OR HOOK BOLTS PROVIDED AT
BUTT JOINTS SHALL BE PROVIDED BETWEEN COMBINED CURB-AND-GUTTER AND NEW B.
GUTTER SECTION AT EXPANSION JOINTS AND TO THE SURFACE OF THE PAVEMENT.
THE FLOW LINE OF THE GUTTER. DOWEL BARS SHALL BE USED IN THE CURB AND
A SUFFICIENT DISTANCE TO SEAL THE JOINT TO AN ELEVATION OF A LEAST 2" ABOVE
JOINT SEAL WILL EXTEND THE FULL WIDTH OF THE GUTTER AND INTO THE CURB FACE
CONSTRUCTED IN THE CURB AND GUTTER SECTION IN SUCH A MANNER THAT THE
1" EXPANSION JOINTS SHALL EXTEND UP TO THE TOP OF THE CURB AND SHALL BE A.
PAVEMENT SURFACE4.
MATCH EXISTING3.
1/4" RADIUS2.
BUTT JOINT, SEE NOTE B1.
2 4
SECTION A-A
2'-6" 2'-0"
M
IN
1'-6"
NOTES:
CURB TAPER PER DETAIL 8/C-501.13.
SEE DETAIL 7, THIS SHEET
TRUNCATED DOMES,12.
CURB HEIGHT11.
GUTTER10.
RAMP9.
1/2" EXPANSION JOINT8.
20:1 MAXIMUM SLOPE7.
50:1 MAXIMUM SLOPE6.
12:1 MAXIMUM SLOPE5.
INTEGRAL WITH CURB; ELSEWHERE MAKE 6" THICK
4" THICK WHERE POSSIBLE TO POUR RAMP 4.
BUFFER (WHERE SHOWN ON PLANS)3.
SIDEWALK2.
LANDING, 4' MIN; 5' PREFERRED1.
OF RAMP
DIRECTION
DIM
MIN
PARALLEL ALIGNMENT RADIAL ALIGNMENT
CURB TAPER
1:6 SLOPE
4.
3.
2.
1.
PAVEMENT SECTION
TOP OF CURB
CURB OR CURB & GUTTER END
IDENTICAL.
PER MANUFACTURER'S PRINTED INSTRUCTIONS. ALL PRODUCTS ON AN INSTALLATION TO BE
ROADWAY ENGINEERING SERVICE'S DETECTABLE WARNINGS APPROVED LIST. INSTALL PRODUCTS
GUIDANCE ON COLOR MAY BE FOUND ON THE OHIO DEPARTMENT OF TRANSPORTATION'S OFFICE OF
CONCRETE WALK AND RAMP. BLACK IS NOT AN ACCEPTABLE COLOR. APPROVED PRODUCTS AND
PATTERN ONLY. COLOR OF THE DETECTABLE WARNINGS SHOULD CONTRAST WITH SURROUNDING
ONLY, ADJACENT TO TRAFFIC, UNLESS OTHERWISE SHOWN. ARRANGE DOMES USING SQUARE IN-LINE
PLACE TRUNCATED DOME DETECTABLE WARNING SURFACE IN THE LOWER 2' OF THROAT OF RAMP B.
STATES ACCESS BOARD STANDARDS.
TRUNCATED DOME DETECTABLE WARNING SURFACE DETAILS & LOCATIONS ARE BASED ON UNITED A.
NOTES:
DETECTABLE WARNING SURFACE
TRUNCATED DOME
2.4" MAX
SPACING, 1.6" MIN -
CTR TO CTR 4.
1.4" MAX
BASE DIA, 0.9" MIN - 3.
65%OF BASE DIA
TOP DIA, 50% TO 2.
TRUNCATED DOME
INDIVIDUAL
SEE DETAIL FOR 1.
2'-0"
1/2" RADIUS
DOME DETAIL
TRUNCATED
DIM
MAX
1'
DRAIN INLET
SET 1/2 " ABOVE SURROUNDING ADJACENT ROCK ELEVATION.
WHERE INLETS ARE LOCATED IN INFILTRATION TRENCH, GRATE RIM ELEVATION TO BE 2.
SUBMIT DRAIN INLET AND GRATE TO ENGINEER FOR APPROVAL.1.
NOTES:
WYE8.
7.
FITTINGS
6" PIPE AND 6.
DRAIN PIPE
EXISTING 6" STORM 5.
EQUAL
LINE DRAIN, OR
6" NYLOPLAST IN 4.
MATERIAL
PIPE BEDDING 3.
FINISH GRADE2.
GRATE.
PEDESTRIAN RATED 1.
MIN
12"
T Y
M
IN6
.2
1'
M
IN4
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PEDESTRIAN GATE
BOLLARD IN PCCP
FINAL NUMBER IS FABRIC WIDTH IN INCHES.
RAIL
FENCE WITH TOP TENSION WIRE AND BOTTOM TWBR -
TENSION WIRE TOP AND BOTTOMTWB -
FENCE WITH TOP AND BOTTOM RAILSTBR -
BOTTOM
FENCE WITH TOP RAIL AND TENSION WIRE AT TR -
BARBED-TAPE ON DOUBLE OUTRIGGER
TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND
OUTRIGGER
TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE
OUTRIGGER
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE
APRON
TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE
FENCE LEGEND:
EXAMPLES:
WIDTH.
ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC
FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE
INCH FABRIC WIDTH.
APRON, TOP AND BOTTOM TENSION WIRE, AND 84
FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO
THE SIDE OPPOSITE THE SECURE AREA.
ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON
CONSTRUCTED ON THE SECURE SIDE OF THE FENCE
A. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE
NOTES:
PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.
NOTE:
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
BOTTOM & BRACE RAILS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
CORNER, END & PULL POSTS
USE AND SECTION
STEEL POST SCHEDULE
(NOMINAL)
DIMENSIONS
MIN OUTSIDE
2.375" O.D.
1.90" O.D.
1.66" O.D.
1.625" x 1.25"
EXTENSION, SEE TABLE A
LOCK PIN, TYP
SECURE SIDE
FLUSH, TYP
3/8" PLAIN PIN RIVETED
DOUBLE RAIL END
THREE FULL TURNS
ENDS TWISTED AT LEAST
STEEL GROUND ROD
3/4" DIA COPPER-CLAD
COPPER
CLAMP-TYPE FITTING OF
WELD OR APPROVED
MOLDED EXOTHERMIC
WIRE
#8 AWG SOLID COPPER
PULL POST
W/PEENED THREADS
3/8" CARRIAGE BOLT
EACH FABRIC LINK
TENSION BAR TO ENGAGE
BOTTOM OF FABRIC)
MAX & W/IN 4" FROM TOP &
TENSION BAND (15" O.C.
GRADE LINE
CONCRETE BASE
BOTTOM RAIL
BOTTOM OF FABRIC
2" MESH)
CHAIN LINK FABRIC (9-GAGE,
(TYP.),(12" O.C. MAX)
9-GAGE STEEL TIE WIRES
LINE POST
POST
CORNER, END, OR PULL
TRUSS ROD (3/8" MIN DIA)
TOP & BOTTOM OF FABRIC
15" O.C. MAX & W/IN 4" FROM
9-GAGE STEEL TIE WIRES,
BRACE RAIL, SEE TABLE A
TOP TENSION WIRE
ARMS
APRON ON EXTENSION
3-STRAND BARBED-WIRE
OF FABRIC
TO BOTTOM
1" MAX
BRACE PANEL DETAIL
CHAIN-LINK SECURITY FENCE DETAIL
NTS
NTS
CLAMP DETAIL
BRACE RAIL
FASTENING DETAILS
ATTACHMENTS
LINE POST
ATTACHMENT
BRACE RAIL
GROUNDING DETAIL
AND BAND
TRUSS ROD
DETAIL
GATE POST
END OR
BAND DETAIL
TENSION
BOTTOM RAIL DETAILS
CORNER POST
EXTENSION ARM DETAILS
NTS
LINE POST
26.
25.
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
X
X
X
X
XXX
X X X
XXX
X X X
XX
X X
XXXXXXXX
XX
X X
XX
X X X
XXX
X X
XX
XXXXX X
X
X
X
X
X
XXX
X X X
XXX
XXX
X X X
XXX
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
XXX
X
X
X
X
X
X
M
IN
XXXXX
X X X X
XXXX
X
X
XXXX
X X X X
XXXX
X
X
XX
X
X
X
X
XXXXX
X
X
X
X
X X
XX X
X
X X
X
X
M A
X
10'-0" MAXIMUM
M
IN
10'-0" MAXIMUM LINE POSTS TO BE EQUALLY SPACED
(T Y
P
/2
1' -1 0"
1'-0"
" 1'
-6
PASS THROUGH THE BOTTOM RAIL AS SHOWN.
BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE BOLTS
ADDITIONAL HOLES SHALL BE DRILLED THROUGH THE
ENDS USING 3/8" CARRIAGE BOLTS AS SHOWN.
C. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL
ALLOWED ON SENSORED FENCES.
FABRIC TO TENSION WIRES. HOG RINGS SHALL NOT BE
TIE WIRES SHALL BE USED FOR FASTENING FENCE
FENCE POSTS AND RAILS. 16-GAGE, STAINLESS STEEL
BE USED FOR FASTENING THE FENCE FABRIC TO
B. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL
INFILTRATION DETAILS
CHAIN LINK FENCE
H E
IG
H T V
A R
IE
S S
E E T
A B
L E A
242324
DROP ARM GATE
MANUAL, LOCKABLE, GATE ARM4.
MANUFACTURER
APPROVED EQUAL, INSTALL PER
NON CRASH RATED BARRIER GATE OR 3.
PCC FOUNDATION PER MANUFACTURER2.
FINISHED GRADE1.
x x x x x x x x x x x x x x x x x x xx x x x xx
STANDARD HINGE
LATCH ASSEMBLY
GRADE LINE12.
SPECIFIED
WIRE OR RAIL AS
BOTTOM TENSION 11.
LATCH10.
BRACE RAIL9.
NOTE A
BARBED WIRE, SEE
3 STRANDS OF 8.
SPECIFIED
OR RAIL AS
TOP TENSION WIRE 7.
WIRE APRON
VERTICAL BARBED 6.
TRUSS ROD5.
HINGE4.
GATE POST3.
NOTE B
FENCE FABRIC, SEE 2.
GATE LEAF
GATE OPENING 1.1
7 8
10 9
ABOVE FINISHED GROUND.
B.
SHEET.
OR BARBED WIRE) PER DETAIL 1, THIS
(NO VERTICAL BARBED WIRE APRON
OR AS SHOWN ON PLANS, TYPE FE 5
ENCLOSURES TO BE 7' TALL, 3' WIDE,
PEDESTRIAN GATES ON EQUIPMENT A.
NOTES:
RADIUS AREA AROUND GUARD POST WHEN THICKNESS OF SLAB IS LESS THAN 10".
PROVIDE THICKENED CONCRETE SLAB AS REQUIRED TO OBTAIN 10" MINIMUM IN 2-FOOT B.
HOT DIP GALVANIZE GUARD POST ASSEMBLY AFTER FABRICATION.A.
NOTES:
BASE COURSE7.
GRADE OR PAVEMENT
CONCRETE SLAB ON 6.
CENTERED ON PIPE
PLATE 1/2"x12"x12" 5.
AROUND
1/2"x2" FLANGE ALL 4.
BOTTOM
SIDE, TYPICAL TOP AND
2 ADDITIONAL #4x2'-0" EA 3.
ARCHITECTURAL
SPECIFIED, SEE
W/CONCRETE, PAINT AS
SMOOTH, FILL
40 STEEL PIPE; GRIND
6" DIAMETER SCHEDULE 2.
SMOOTH
GROUT PLUG, FINISH 1.
3/16
3/16
3/16
.5
4 6
C L
R
" 5
M
IN
FENCE TYPE HEIGHT EXTENSION BRACE RAIL
EQUIPMENT 7'-0" YESNONE
FLIGHTLINE 6'-0" NO
DETAIL
ARM, SEE
TABLE A: FENCING CRITERIA
INFILTRATION BASIN
INFILTRATION TRENCH
INFILTRATION BASIN GUTTER
BASIN.
GUTTER AND INFILTRATION
ROCK BETWEEN OUTLET OF
HAND PLACE 3" DRAIN 5.
DIRECTION OF FLOW4.
POINT, SEE C-102 AND C-201
FLOWLINE ELEVATION 3.
CURB TAPER, SEE 8/C-501 2.
5/C-501
CURB AND GUTTER, SEE 1.
3'
1.5'
SIDEWALK
2% SLOPE MIN, FROM 7.
5:1 SLOPE6.
3" DRAIN ROCK5.
GROUND
TIE INTO EXISTING
SLOPE AS NEEDED TO 4.
12:1 SLOPE 3.
NOT USED2.
THIS SHEET
GUTTER, SEE DETAIL 6,
INFILTRATION BASIN 1.
9'
M
IN3
RIM OF GRATE TO BE 1/2 " ABOVE TOP OF DRAIN ROCK.
WHERE DRAIN INLETS (SEE 4/C-501) ARE LOCATED IN INFILTRATION TRENCH, INSTALL B.
STAPLED EVERY 12 INCHES MINIMUM.
ROCK OF BASIN AND TRENCH. ALL JOINTS MUST HAVE A MINIMUM 24" OVERLAP AND BE
INSTALL NONWOVEN GEOTEXTILE ON SIDES, BOTTOM, AND ON TOP OF THE DRAIN A.
NOTE:
2'
M
IN
"6
10" MIN DIA
10'-0" MAX
16" MIN DIA
10'-0" MAX
.5
2' SQ
12"
17'
2'
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
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DATE
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FEB 2019
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AS SHOWN
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TYPICAL ACCESSIBLE STALL
BICYCLE RACK
LONGITUDINAL CONSTRUCTION JOINT
CONSTRUCTION JOINT SEAL
DOWELED CONSTRUCTION JOINT
ISOLATION/EXPANSION JOINT
DRAIN CONNECTION
3'-6"
CL PARKING STALL
4" WIDE, TYP
3" RADIUS
SEE NOTE 1
PAINT, MEDIUM BLUE,
COATS OF TRAFFIC
BACKGROUND, 2
NOTE 1
PAINT, WHITE, SEE
2 COATS OF TRAFFIC
5.
4.
3.
2.
1.
2" TYP
ADA SYMBOL
1'-0"
C.
B.
A.
6.
5.
4.
3.
2.
1.
BRACKET
MOUNTING
RADIUS CORNERS
18" SQUARE WITH 3/4"
ALUMINUM
SIGN, 0.080" THICK
CONCRETE BACKFILL
CONCRETE SIDEWALK
STEEL PIPE
GALVANIZED WELDED
2" ID (2 3/8" OD)
MUTCD R7-8B.
AND MATERIAL TO BE PER
SIGN WORDING LAYOUT
MOUNTING BRACKET
NOTES:
APPROVED EQUAL
USE MOUNTING BRACKET NO. THDW-105 OR
FABRICATION.
ALL MATERIAL TO BE HOT-DIP GALVANIZED AFTER
ALL HOLES TO BE 9/16" DIAMETER FOR 1/2" BOLTS.
ADA SIGN AND MOUNTING
DURING STORAGE PERIOD OF 6 MONTHS.
NO HARD SETTLEMENT OR OTHER OBJECTIONABLE CHARACTERISTICS
AND HOMOGENOUS, EASILY STIRRED TO SMOOTH CONSISTENCY, WITH
TRAFFIC PAINT TO BE IN ACCORDANCE WITH AASHTO M248, TYPE N A.
NOTE:
CONTRACTION JOINT SEAL
12:1 MAX8.
DETAIL 6/C-501
CURB RAMP, SEE 7.
DETAIL 8/C-501
CURB TAPER, SEE 6.
SHEET
SEE DETAIL 2, THIS
PAVEMENT MARKING,
ACCESSIBLE SYMBOL 5.
PAVEMENT MARKING
4" WIDE, WHITE 4.
SHEET
SEE DETAIL 3, THIS
CENTERED ON STALL,
PARKING SIGN
VAN ACCESSIBLE 3.
DETAIL 2/C-501
CONC SIDEWALK, SEE 2.
BACK OF CURB1.
5' 9.5'11'
TYP
TYP
TYP
DETAIL 9, THIS SHEET
EXPANSION JOINT, SEE 6.
SEE GRADING PLANS
SURFACE TREATMENT, 5.
CONCRETE SIDEWALK4.
MANUFACTURER
PROVIDE MOUNTING PER 3.
OR APPROVED EQUAL
HUNTCO "THE STAPLE"
BY MFG, TYP OF 2,
POWDER COATED BLACK
2" SCHEDULE 40 PIPE, 2.
STRUCTURAL FILL
CONC SLAB OVER MIN 6" 1.
BLDG
10'
LOCATE ON CONCRETE PAD AS SHOWN.A.
NOTE:
2' 2.5'
12"
2'
REQUIRED, SEE NOTE C
/EXPANSION JOINT WHERE
EDGE, PROVIDE ISOLATION
PAVEMENT OR SHOULDER 4.
DOWEL BAR
PAINT & OIL ONE END OF 3.
JOINTS
LONGITUDINAL CONSTRUCTION
BAR AT 30-INCH SPACING FOR
NO. 5 BY 30" LONG DEFORMED
7 FOR TRANSVERSE JOINTS;
STEEL DOWEL BAR PER DETAIL
18"x3/4" DIAMETER SMOOTH 2.
DETAIL 6, THIS SHEET
JOINT SEAL, SEE NOTE A & 1.
STRUCTURE, SEE DETAIL 9, THIS SHEET.
CONSTRUCT ISOLATION / EXPANSION JOINT WHERE PCCP ABUTS CONCRETE CURB, SIDEWALK, BUILDING, OR ANY RIGID C.
CONCRETE JOINT SPACING: MAX 15' LONGITUDINAL x 15' TRANSVERSE, OR AS SHOWN ON JOINT PLAN.B.
CONSTRUCTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH SEALANT AS SPECIFIED.A.
NOTES:
SAWCUT OR FORMED GROOVE3.
THICKNESS
DEPTH OF CUT = 1/3 SLAB 2.
PROVIDE JOINT SEALANT
SAWCUT PAVEMENT & 1.
BAR
PAINT & OIL ONE END OF DOWEL 3.
DOWEL BAR AT 12" SPACING
18"x3/4" DIA SMOOTH STEEL 2.
SHEET
JOINT SEAL, SEE DETAIL 8, THIS 1.
PREFORMED JOINT MATERIAL4.
PAVEMENT THICKNESS, SEE PLANS3.
SILICONE SEALANT
HOT-POURED JOINT SEALER OR 2.
1/4" BELOW SURFACE1.
FIT SNUGLY IN JOINT
NONREACTIVE BACKER ROD TO
NONMOISTURE-ABSORPTIVE, 4.
TOP OF PAVEMENT
RECESSED 1/8" TO 1/4" BELOW
POURED JOINT SEALANT 3.
RESERVOIR
TIMES THE WIDTH OF SEALANT
DEPTH OF SEALANT = 1.0 TO 1.5 2.
PAVEMENT THICKNESS
SAWCUT PAVEMENT TO 1/4 x 1.
PLANS.
PROVIDE DOWEL BARS PER DETAIL 7, THIS SHEET WHERE SHOWN ON JOINTING C.
ISOLATION/EXPANSION JOINT SPACING IS NOT TO EXCEED 75'.B.
SIDEWALK, BUILDING, DROP INLET, LIGHT POST, OR ANY RIGID STRUCTURE.
CONSTRUCT ISOLATION/EXPANSION JOINT WHERE PCCP ABUTS CONCRETE CURB, A.
NOTES:
BACKER ROD CAN BE USED AT CONTRACTOR'S OPTION
NOTE:
JOINT SPACING SHALL BE 12' TO 15' OR AS SHOWN.
NOTE:
18"
9"
.5
1/4"
.5
1/2" TO 5/8"
MIN
1/4"
3/4"
/4
/2
ARCHITECTURAL
ROOF DOWNSPOUT PER 8.
6" CAST IRON PIPE7.
10% MAX SLOPE
6" PIPE, 1% MIN SLOPE, 6.
6" ELBOW5.
4" STRUCTURAL FILL4.
4" CONCRETE COLLAR3.
1/4" OPENING
STEEL SCREEN WITH
REMOVABLE STAINLESS
6" DIAMETER 2.
NEW BUILDING FASCIA1.
3% SLOPE
PLANS
IE SEE
C
O V
E R M
IN
M
IN6
2' DIA
PLANS
SEE ARCH
VERTICAL ROOF
1/2" EXPANSION JOINT7.
JOINT SEALANT6.
PREPARED SUBGRADE5.
BASE COURSE4.
FACILITY FINISHED FLOOR3.
STOOP, SEE CIVIL PLANS FOR SIZE2.
SIDEWALK, SEE CIVIL PLANS1.
SITE PLAN.
PROVIDE BAR GRATING IN LIEU OF CONCRETE STOOP WHERE SPECIFIED, SEE ARCH & B.
DOOR OPENING.
WIDTH OF CONCRETE STOOP SHALL BE MINIMUM 1'-0" WIDER THAN THE WIDTH OF THE A.
NOTES:
1/8"R
2% MAX
1% MIN
CONCRETE STOOP
1/2" 1 /4
/2
JOINT DETAIL
EXPANSION
8"
1/2"R
7SIM
M
IN
TYP
3" MIN
W
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KEY PLAN
A
C B
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GENERAL SHEET NOTES
TRENCH UTILITIES PER DETAIL 1/CU501.F.
SEE C-101 THROUGH C-104.
FOR DOWNSPOUT AND DRAIN INLET INFORMATION, E.
UTILITIES PASS BELOW THEM, SEE DETAIL 2/CU501.
SUPPORT OF EXISTING UTILITIES WHERE NEW
CONTRACTOR SHALL PROVIDE ADEQUATE D.
AWWA STANDARDS.
PIPE RATED TO 150 PSI AND COMPLYING WITH
CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT
PLACEMENT IF THE SEWER AND THE WATER ARE
EDGE). REVIEWING AGENCY MAY ALLOW CLOSER
PROPOSED WATER MAIN (MEASURED EDGE TO
HORIZONTALLY FROM ANY EXISTING OR
SEWERS SHALL BE LAID AT LEAST TEN FEET
PER THE TEN STATES STANDARDS, 2014 EDITION, C.
EXISTING UTILITIES TO REMAIN.
CONTRACTOR TO RETAIN AND PROTECT ALL B.
UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL A.
SHEET KEYNOTES
OFFICER
COORDINATE LOCATION WITH CONTRACTING
MANUFACTURER'S RECOMMENDATIONS;
OWS ALARM PANEL, MOUNT PER 3.
4' DIAMETER MANHOLE, SEE 4/CU5012.
SEE CU301 FOR CONTINUATION OF PIPING
NECESSARY TO TIE INTO TRENCH DRAIN OUTLET,
OUTLET IS UNKNOWN; PROVIDE FITTINGS
PIPING CONFIGURATION AT THE TRENCH DRAIN 1.
0 10 20 30
1"=10'
N
PROFILE ON CU301
SEE PLAN AND
MH 1
C
IV
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H O
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B B
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A N
D
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G A
CU101
AS SHOWN
37 B D
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669816_CU101.dwg
PARKING LOTBLDG 102
PROFILE ON CU301
SEE PLAN AND
MH 2
8" PVC, SEE PLAN
AND PROFILE ON
CU301
8" PVC, SEE PLAN
AND PROFILE ON
CU301
8" PVC, SEE NOTE
C AND PLAN AND
PROFILE ON CU301
STOP
W W
G
SDSDSD
S D
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S D
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G G G G G
G
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E E E
E E
E E
E
W W W W W W W W
W W
W W
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S S
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SSSS
C O
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C O
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COMM
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R ' M
IN
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F R
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F D
O C
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T S
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D A
T E
N O
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D R
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M A
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H L
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E E S
H E
E T C
U
S S
KEY PLAN
A
C B
GENERAL SHEET NOTES
SHEET KEYNOTES
FILL PORT, SEE F-10412.
AND 3/CU501
2000 GALLON OIL/WATER SEPARATOR, SEE CU301 11.
SEE P-402 FOR CONTINUATION OF PIPING10.
SEE F-104
WALL-MOUNTED FIRE DEPARTMENT CONNECTION, 9.
WATER STORAGE TANKS AND FIRE PUMP BUILDING
INFORMATION AND PIPING SURROUNDING FIRE
AND F-502 FOR DETAILED STRUCTURAL PAD
SEE FIRE PROTECTION SHEETS F-103, F-104, F-501, 8.
INSIDE EXISTING MANHOLE
PLUG OLD 6" SANITARY SEWER PIPE CONNECTION 7.
4' DIAMETER MANHOLE, SEE CU3016.
WITH SERVICE TAPPING SLEEVE, SEE 4/CU502
TIE INTO EXISTING SANITARY SEWER LATERAL 5.
SANITARY SEWER CLEANOUT, SEE 6/CU5014.
THRUST BLOCK, SEE 3/CU5023.
SEE 5/CU502
6"x8"x8" TEE AND POST INDICATOR VALVE (PIV), 2.
ELECTRICAL DUCTBANK, SEE 4/E5011.
0 10 20 30
1"=10'
N
STORAGE TANK
FIRE WATER
FIRE PUMP BUILDING
INV OUT (SW): 1287.78
INV IN (SE): 1290.78
INV IN (NE): 1287.79
RIM EL: 1295.89
SEE NOTE G
EXST MH
C
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T E
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CU102
AS SHOWN
38 B D
E S
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N S
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T A
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PARKING LOTBLDG 102
TRENCH UTILITIES PER DETAIL 1/CU501.I.
STANDARDS.
150 PSI PRESSURE-RATED PIPE MEETING AWWA
NOT POSSIBLE, THE SEWER MATERIALS SHALL BE
JOINTS ARE AS FAR FROM SEWER AS POSSIBLE. IF
OF WATER PIPE SHALL BE LOCATED SO BOTH
BETWEEN OUTSIDE OF PIPES. ONE FULL LENGTH
HAVE A MINIMUM VERTICAL DISTANCE OF 18"
AS CLOSE TO PERPENDICULAR AS POSSIBLE AND
WATER MAINS CROSSING SEWERS SHALL BE LAID H.
REQUIRED PRIOR TO CONSTRUCTION.
OF THE BUILDING. FIELD VERIFICATION IS
EXISTING MANHOLE AT THE SOUTHEAST CORNER
MAPPING. IT IS ASSUMED TO BE TIED INTO THE
UNABLE TO BE FOUND EITHER IN SURVEY OR BASE
AND THE TIE-IN LOCATION TO THE MAIN LINE WAS
A PORTION OF THE EXISTING SANITARY SERVICE G.
AND 2% MINIMUM SLOPE.
CONSTRUCTION AND PROVIDE 4 FEET OF COVER
INVERT OF 1287.78. VERIFY INVERTS PRIOR TO
BE BELOW ADJACENT SANITARY SEWER MANHOLE
UNKNOWN AT TIE-IN LOCATION. IT IS ASSUMED TO
EXISTING SANITARY SEWER INVERT ELEVATION F.
SEE C-101 THROUGH C-104.
FOR DOWNSPOUT AND DRAIN INLET INFORMATION, E.
UTILITIES PASS BELOW THEM, SEE DETAIL 2/CU501.
SUPPORT OF EXISTING UTILITIES WHERE NEW
CONTRACTOR SHALL PROVIDE ADEQUATE D.
AWWA STANDARDS.
PIPE RATED TO 150 PSI AND COMPLYING WITH
CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT
PLACEMENT IF THE SEWER AND THE WATER ARE
EDGE). REVIEWING AGENCY MAY ALLOW CLOSER
PROPOSED WATER MAIN (MEASURED EDGE TO
HORIZONTALLY FROM ANY EXISTING OR
SEWERS SHALL BE LAID AT LEAST TEN FEET
PER THE TEN STATES STANDARDS, 2014 EDITION, C.
EXISTING UTILITIES TO REMAIN.
CONTRACTOR TO RETAIN AND PROTECT ALL B.
UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL A.
8" PVC, SEE NOTE
C AND PLAN AND
PROFILE ON CU301
6" W
ON CU301
AND PROFILE
SEE PLAN
MH 3 6
10" FP, SEE
NOTE C
4" SS, SEE NOTE F
STORAGE TANK
FIRE WATER
SEE NOTE H
SEE NOTE H
STOP
ECBECBECBECB
GME
G G
G
T M
H
TS
W
1296G
G
W
W
W G
E
E E
S D
SDSD
S D
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
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B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
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A X (7
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D R J
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KEY PLAN
A
C B
M A
T C
H L
IN
E S
E E S
H E
E T C
U
E -B
U R
S S
C
IV
IL
S
IT
E U
T
IL
IT
Y P
L A
N A
R E
C
H O
M P
S O
N
FEB 2019
B B
U T
T E
R F
IE
L D
L G
A N
D
IA
G A
CU103
AS SHOWN
39 B D
E S
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GENERAL SHEET NOTES
TRENCH UTILITIES PER DETAIL 1/CU501.I.
STANDARDS.
150 PSI PRESSURE-RATED PIPE MEETING AWWA
NOT POSSIBLE, THE SEWER MATERIALS SHALL BE
JOINTS ARE AS FAR FROM SEWER AS POSSIBLE. IF
OF WATER PIPE SHALL BE LOCATED SO BOTH
BETWEEN OUTSIDE OF PIPES. ONE FULL LENGTH
HAVE A MINIMUM VERTICAL DISTANCE OF 18"
AS CLOSE TO PERPENDICULAR AS POSSIBLE AND
WATER MAINS CROSSING SEWERS SHALL BE LAID H.
AND 2% MINIMUM SLOPE.
CONSTRUCTION AND PROVIDE 4 FEET OF COVER
INVERT OF 1287.78. VERIFY INVERTS PRIOR TO
BE BELOW ADJACENT SANITARY SEWER MANHOLE
UNKNOWN AT TIE-IN LOCATION. IT IS ASSUMED TO
EXISTING SANITARY SEWER INVERT ELEVATION G.
SEE C-101 THROUGH C-104.
FOR DOWNSPOUT AND DRAIN INLET INFORMATION, F.
BUILDING TO SATISFY THIS REQUIREMENT.
THE SOUTHWEST CORNER OF THE HANGAR
HYDRANT WILL BE INSTALLED BY OTHERS NEAR
LINE UPGRADE PROJECT DURING WHICH A
PUMP ROOM. THE BASE HAS A FUTURE WATER
A HYDRANT IS REQUIRED WITHIN 150' TO THE FIRE E.
UTILITIES PASS BELOW THEM, SEE DETAIL 2/CU502.
SUPPORT OF EXISTING UTILITIES WHERE NEW
CONTRACTOR SHALL PROVIDE ADEQUATE D.
AWWA STANDARDS.
PIPE RATED TO 150 PSI AND COMPLYING WITH
CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT
PLACEMENT IF THE SEWER AND THE WATER ARE
EDGE). REVIEWING AGENCY MAY ALLOW CLOSER
PROPOSED WATER MAIN (MEASURED EDGE TO
HORIZONTALLY FROM ANY EXISTING OR
SEWERS SHALL BE LAID AT LEAST TEN FEET
PER THE TEN STATES STANDARDS, 2014 EDITION, C.
EXISTING UTILITIES TO REMAIN.
CONTRACTOR TO RETAIN AND PROTECT ALL B.
UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL A.
SHEET KEYNOTES
2/E-501
CONCRETE PAD FOR NEW TRANSFORMER, SEE 11.
SEE P-402 FOR CONTINUATION OF PIPING10.
SEE P-403 FOR CONTINUATION OF PIPING9.
WITH SERVICE TAPPING SLEEVE, SEE 5/CU502
TIE INTO EXISTING SANITARY SEWER LATERAL 8.
CONNECTION
EXISTING WALL-MOUNTED FIRE DEPARTMENT 7.
FIRE PUMP ROOM
SEE FA401 FOR CONTINUATION OF PIPING IN THE 6.
THRUST BLOCK, SEE 3/CU5025.
CAP 10" FP4.
10" TEE AND ISOLATION VALVE, SEE 8/CU5013.
ELECTRICAL DUCTBANK, SEE 4/E-5012.
GROUNDING PER 1/E-501
TR-1. REFER TO E-601 AND E-602, PROVIDE 1.
0 10 20 30
1"=10'
N
ROOM
ELECTRICAL
ROOM
FIRE EQUIPMENT
10" FP
SEE NOTE C
BLDG 114
BLDG 104A
BLDG 102
SEE NOTE G
SEE NOTE G
4 5
4" SS @ 2% MIN
4" SS @ 2% MIN
G
S D
S D
S D
S D
S D
S D
SD
S D
S D
S D
SD SD SD SD SD
S D
S D
S D
SD
S D
S D
S D
S D
S D
S D
SD
S S
G G
G G
G
E
E
E
W W
W W
W W
W
WWWWWWW
W W
SS SS
O H
E O
H E
O H
E O
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S S
S S
S S
C O
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C O
M M
COMM
COMM
C O
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T M
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W W
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R E C
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A
R E A
S
W A S
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IA
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IN
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O V
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SS
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KEY PLAN
A
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FILENAME: PLOT DATE: PLOT TIME:
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1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D A
T E
N O
D S
G N
D R
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V
IS
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N
C H
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B Y
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SHEET
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GENERAL SHEET NOTES
OFFICER.
REVIEW AND APPROVAL BY CONTRACTING
OF SANITARY SEWER AND SUBMIT A PLAN FOR
CONTRACTOR TO COORDINATE BYPASS PUMPING F.
TRENCH UTILITIES PER DETAIL 1/CU501.E.
UTILITIES PASS BELOW THEM, SEE DETAIL 2/CU501.
SUPPORT OF EXISTING UTILITIES WHERE NEW
CONTRACTOR SHALL PROVIDE ADEQUATE D.
AWWA STANDARDS.
PIPE RATED TO 150 PSI AND COMPLYING WITH
CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT
PLACEMENT IF THE SEWER AND THE WATER ARE
EDGE). REVIEWING AGENCY MAY ALLOW CLOSER
PROPOSED WATER MAIN (MEASURED EDGE TO
HORIZONTALLY FROM ANY EXISTING OR
SEWERS SHALL BE LAID AT LEAST TEN FEET
PER THE TEN STATES STANDARDS, 2014 EDITION, C.
EXISTING UTILITIES TO REMAIN.
CONTRACTOR TO RETAIN AND PROTECT ALL B.
UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL A.
SHEET KEYNOTES
COVER IS LESS THAN 4 FEET, SEE 1/CU501
PROVIDE PIPE INSULATION IN TRENCH WHERE 6.
CONNECT TO EXISTING MANHOLE, SEE 2/CU5025.
AWWA STANDARDS
8" PVC, 150 PSI PRESSURE-RATED PIPE MEETING 4.
OIL/WATER SEPARATOR (OWS), SEE 3/CU5013.
4' MANHOLE, SEE 4/CU5012.
PROVIDE 3 FEET MINIMUM COVER
INSTALL 45 DEGREE BENDS TO LOWER INVERT,
CONNECT TO EXISTING TRENCH DRAIN OUTLET; 1.
0 20 40 60
1"=20'
N
C
IV
IL
S A
N
IT
A R
Y S
E W
E R P
R O
F
E
H O
M P
S O
N
FEB 2019
B B
U T
T E
R F
IE
L D
L G
A N
D
IA
G A
CU301
AS SHOWN
40 B D
E S
IG
N S
U B
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IT
T A
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BLDG 102
EXST GROUND
E 1964010.44
N 417740.48
STA 10+17.19
MH 1
IE OUT: 1291.36
8" PVC, SEE
PROFILE
IE
O
U T .2
IE
I
N .3
R
IM
E
L .2
S T
A
.1
M H
E 1964095.76
N 417820.65
STA 11+34.28
MH 2
8" PVC, SEE
PROFILE
IE
O
U T .6
IE
I
N .7
R
IM
E
L .8
S T
A
.2
M H
E 1964255.81
N 417649.62
STA 13+68.52
MH 3
F
IE
L D D
E T
E R
M
IN
E
E X
S T I E I
N .1
IE
I
N .2
R
IM
E
L .0
S T
A
.5
M H
PROFILE
HORZ: 1" = 20'
VERT: 1" = 2'
IE
I
N .2
T O
P E
L .9
S T
A
.6
O W
S
IE
O
U T .7
B O
T E
L .6
S T
A
.6
O W
S
PLAN
1" = 20'
119 LF 8" PVC
S=-0.35% S=-0.40%
S=-0.40%
S=-0.41%
FIN GRADE
IE 6" SE EL 1290.78
IE 6" NE EL 1287.79
IE 6" SW EL 1287.78
TOP RIM EL 1295.89
E 1964243.21
N 417638.03
EXST SS MH
6 4 6 4
8" PVC
17 LF
117 LF 8" PVC 103 LF 8" PVC
C H
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C T W
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N S I
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P O
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D H
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A S A
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H E P
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Y O
F R
E U
S E O
F D
O C
U M
E N
T S
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D A
T E
N O
D S
G N
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V
IS
IO
N
C H
K
A P
V D
B Y
A P
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SHEET
DWG
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M
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A N
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N S
F
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N G B
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N A
L G
U A
R D
M A
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F
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of pw://projectwise.ch2m.com:DEN001/Documents/669816&space;-&space;Repair&space;MX&space;Hangar/WIP/MX&space;Hangar&space;CAD/CI/Dlv/669816_CU501$PWURL
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AS SHOWN
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TYPICAL TRENCH
1. NEW SURFACING, OR
SURFACE RESTORATION,
SEE PLANS
2. TRENCH BACKFILL ABOVE
PIPE ZONE
3. PIPE OUTSIDE DIAMETER
4. PIPE BEDDING MATERIAL
5. TRENCH STABILIZATION
WHERE REQUIRED
6. DEPTH OF COVER, MIN
36" UNO
7. MARKING TAPE AS
SPECIFIED
8. PIPE ZONE
9. MINIMUM WIDTH = PIPE
OD + 1'-6"
10. 4" THICK RIGID FOAM
BOARD INSULATION,
WHERE SHOWN
(SANITARY SEWER PIPE
WITH LESS THAN 4' OF
COVER OVER PIPE)
CLSF SUPPORT IS REQUIRED:
NOTES:
FILL (CLSF)
LOW-STRENGTH
CONTROLLED1.
PLAN
SECTION
REQUIREMENTS.
SECTION 31 23 33 FOR CLSF
REFER TO SECIFICATION D.
EXISTING PIPELINE.
CROSSING UNDER AN
WHERE A NEW PIPELINE IS
AT ALL PIPE CROSSINGS C.
IS LESS THAN 12".
CLEARANCE BETWEEN THEM
EXISTING PIPELINE AND THE
CROSSING OVER AN
WHEN A NEW PIPELINE IS B.
THAN 12".
BETWEEN THEM IS LESS
NEW AND CLEARANCE
WHEN BOTH PIPELINES ARE A.
TRENCH PIPE CROSSING
OWS
MANHOLE TOP SECTION
ECCENTRIC
SEWER
SOLID COVER
SECTION
23"3/4"
/2
/8
" 6
1"
1"
2.
1.
MACHINE TO A TRUE 25"
SPECIFIED
OR "STORM" AS
LETTERING "SANITARY"
MANHOLE FRAME AND COVER
REQUIRED
11. SERVICE CONN PIPE, IF
REQUIRED
SERVICE CONN PIPE AS
10. PLUG OR ADAPTER TO
9. 45° BEND
8. PIPE OD + 1"
7. CONCRETE COLLAR
COVER
6. CLEANOUT FRAME AND
5. OTHER AREAS
4. ASPHALT CONCRETE
AS SPECIFIED
3. PIPE BEDDING MATERIAL
WYE
OF 8" AROUND CLEANOUT
MATERIAL FOR A MINIMUM
2. PROVIDE PIPE BEDDING
1. WATERTIGHT PIPE PLUG
CLEANOUT
CLEANOUT FRAME AND COVER
EXTERIOR CLEANOUT
1\8" R
4 5
RESILIENT SEATED GATE VALVE AND VALVE BOX
SILENCETESTTEST
NORMAL
CONTROL SYSTEMS
TANK & MGF. CO.
HIGHLAND TANK
OIL
HIGH-HIGH
OIL
HIGH
HT-A1
SEDIMENT CHAMBER10.
INLET DIFFUSION BAFFLE9.
ALARM PANEL, 120V/60HZ/1PH8.
RISER, 2”
LEAK SENSOR FITTING AND 7.
2” VENT FITTING6.
RISER, 2”
LEVEL SENSOR FITTING AND 5.
RISER, 4”
OIL PUMP-OUT FITTING AND 4.
DETAIL 5, THIS SHEET
GAUGE FITTING AND PLUG, SEE
24” MANWAY, BOLT-ON, WITH 4” 3.
RAISED FACE, WITH 2” NPT VENT
8" INLET/OUTLET FLANGES, 150# 2.
GPM, 400 GALLON PUMP-OUT
WALL, UL-2215, 2,000 GALLON, 200
OIL/WATER SEPARATOR, DOUBLE 1.
OUTLET DOWNCOMER16.
PULL ROD
PETROSCREEN COALESCER WITH 15.
CHAMBER
OIL/WATER SEPARATOR 14.
PARALLEL PLATE COALESCER13.
SLUDGE BAFFLE12.
UNDERFLOW BAFFLE11.1
4 5
MANHOLE BASE SECTION
PRECAST BASE CAST-IN-PLACE BASE
M A
X
MIN
4"
M
IN6
M
IN6
FLOW LINE
FLOW LINE TO
SLOPE FROM
GROUT IN EVEN
IF SPECIFIED
MANHOLE STEPS,
OPTION
AT CONTRACTORS
PRECAST CONC BASE
POURED OR
SECTIONS
PRECAST MANHOLE
EARTH, 6" MIN
UNDISTURBED
BEDDING TO
IMPORTED PIPE
COMPACTED
LESS THAN 2'-0"
M
IN6
FACE OF MANHOLE
1'-6" OF OUTSIDE
ON PIPE WITHIN
PROVIDE JOINT
CONNECTOR
MANHOLE
FLEXIBLE
PER 1'-0"
SLOPE 2"
48" DIAMETER
GREASE CAP12.
4"x16"x16" CRADLE OR 1 BAG CONCRETE11.
PLACE POLYURETHANE BETWEEN GATE VALVE & QUIKCRETE10.
WATER MAIN, OD9.
RESILIENT SEATED GATE VALVE (AWWA 509), MUELLER 2360 OR EQUAL8.
COMPACTED FILL AROUND 6" PIPE & CASING7.
DEEPER THAN 5'
STEM EXTENSION (IF REQUIRED) TOP OF VALVE STEM MUST NOT BE 6.
WORKS V-8460 SERIES OR TYLER UNION 6500 SERIES OR EQUAL
ADJUSTABLE VALVE CAST IRON SERVICE BOX, EAST JORDAN IRON 5.
CONCRETE COLLAR, FLUSH WITH GRADE4.
FINISH GRADE3.
TOP OF CASTING LID TO BE FLUSH WITH SURFACE2.
PAVEMENT1. 1 2
24" MAX
12" MIN
4"
HORIZONTAL VALVE
VERTICAL VALVE
1 2 3
24" MAX
12" MIN
4"
8 8
SPECIFIED
MANHOLE STEPS, IF 10.
GROUT9.
FINISHED GRADE8.
THIS SHEET
COVER, SEE DETAIL 5,
MANHOLE FRAME AND 7.
AS SPECIFIED OR SHOWN6.
DETAIL 7, THIS SHEET
MANHOLE BASE, SEE 5.
SECTIONS
PRECAST MANHOLE 4.
CONE
PRECAST ECCENTRIC 3.
MINIMUM 12" MAXIMUM
VARIES AS REQD 2" 2.
RINGS
1. PRECAST CONC GRADE
DETAIL 4, THIS SHEET
MANHOLE TOP, SEE
TYP
12"
M
IN3
T Y
P
TYP
M
IN
2'-1"
M A
X
M
IN6
/8
9"
1'-5 1/8"
"3
" 2'-0" SQ
M
IN
144"
C H
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of pw://projectwise.ch2m.com:DEN001/Documents/669816&space;-&space;Repair&space;MX&space;Hangar/WIP/MX&space;Hangar&space;CAD/CI/Dlv/669816_CU502$PWURL
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669816_CU502.dwg
MECH SHROUD
PIPE CONNECTION
EXISTING CONCRETE
NON-SHRINK GROUT
WALL. THEN SEAL WITH
WET PIPE AND CONCRETE
18" MAX
PIPE DIAMETER x 1.5, NEW PIPE
WITH APPROVED FLEX COUPLING
WITH RUBBER INSERT OR PLAIN END
FLEXIBLE JOINT REQUIRED; PIPE BELL
SHOWN ON PLAN
INVERT ELEVATION
GROUT AND PIPE
PRIOR TO INSTALLING
OD+2-1/2" +/- CLEAN
CORE DRILL HOLE PIPE GASKET
NEOPRENE
NOTES:
1.
2.
3.
4.
5.
MAIN
SEWER
(LENGTH AS REQUIRED)
4" LATERAL & FITTINGS
CLEANOUT
DOUBLE SWEEP
2'
SEE DETAIL 6/CU501
CLEANOUT BOX,
REQUIRED)
STACK(LENGTH AS
4" CLEANOUT
4" LATERAL
CONNECTION TO MAIN
SADDLE OR TEE
LATERAL
TIE TO EXISTING
PIPE SHALL BE INSTALLED WITH 3' MINIMUM COVER.
PLACE BACKFILL AND BEDDING ACCORDING TO SPECIFICATIONS.
MATERIAL ABOVE AND BELOW PIPE ACCORDING TO SPECIFICATIONS.
ALL LATERAL PIPE TO BE BEDDED WITH 6-INCH MINIMUM BEDDING
BEARING AREA.
ALL LATERAL CLEANOUTS SHALL BE PLACED OUTSIDE THE TRAFFIC
INSTALLED ACCORDING TO APPLICABLE PLUMBING CODES.
PORTION OF LATERAL BETWEEN CLEANOUT AND BUILDING MUST BE
(NON-TRAFFIC BEARING)
SEWER LATERAL
SEE
NOTE
A
S E
E N
O T
E A
4"
SECTION @ BLDG
NOTES:
1" MIN OVERLAP
6.
5.
4.
3.
2.
1.
B.
A.
FACE OF CONDENSING UNIT.
BETWEEN FACE OF BUILDING &
GREATER THAN DISTANCE
DEPTH OF SHROUD TO BE 1" MIN
DIMENSIONS.
1/2" LARGER THAN CONDENSING UNIT
SHROUD TO BE NO GREATER THAN
DIMENSIONS (HEIGHT & WIDTH) OF
BOLT SHROUD TO CONCRETE PAD
CONC EQUIPMENT PAD, SEE DET 9/S-501
CONDENSING UNIT, SEE MECH
NO GAP (1/4" MAX)
LOCATE SHROUD AGAINST BLDG WITH
FACE OF BUILDING
METAL, 3/4" #9, WITH WELDED JOINTS
SHROUD, GALVANIZED STND EXPANDED
NOTE B
SEE
BEND ANGLE
22 1/2°11 1/4°45°
1.0
1.2
1.7
2.3
3.0
3.8
4.7
6.813.6
9.4
26.2
18.1
14.6
1.0
1.6
2.9
4.6
6.6
8.9
1.0
1.5
2.4
3.4
4.6
6.0
7.6
11.6
4 1.4
3.0
5.3
8.4
12.0
16.3
21.3
27.0
33.3
48.0
1.0
2.1
3.8
5.9
8.5
11.5
15.0
19.0
23.5
34.0
1.4
3.0
5.4
8.4
12.0
16.3
21.3
27.0
33.3
48.0
-1.9
4.3
7.6
11.8
17.0
23.0
30.0
38.0
47.0
68.0
(HORIZONTAL BENDS)
AA
BEARING AREA OF THRUST BLOCKS IN SQ. FT.
12" AND LESS
14"-16"
#6
#8
ROD
SIZE
30"
36"
(VERTICAL BENDS)
FITTING
SIZE
BEND ANGLE
SIZE
FITTING
2.7
4.0
6.0
8.5
11.5
14.8
0.4
0.6
0.9
1.3
1.8
2.3
1.0
1.5
2.3
3.2
4.3
5.6
0.20.4
45°
1.14
EMBEDMENT
22 1/2° 11 1/4°
VOLUME OF THRUST BLOCK IN CUBIC YARDS
WYE
PLUGGED CROSS
PLUGGED TEE
PLUGGED CROSS*TEE
BEND
b
THRUST BLOCK NOTES
1.
2.
3.
4.
5.
6.
8.
10.
11.
9.
7.
b
RUN
PLUGGED
TEE
CROSS
PLUGGED
90° BEND
CAP
PLUG, OR
TEE, WYE,
SIZE
FITTING
A
A/2*A/2*
PROFILE
A
TABULATED TOTAL AREA
* EACH AREA (A/2) IS 1/2 OF
S' = ACTUAL SOIL BEARING PRESSURE, PSF.
P' = ACTUAL TEST PRESSURE, PSIG
FOR SIZES)
EMBEDDED IN CONCRETE (SEE TABLE
GALVANIZED RODS OVER FITTING AND
FACE OF BOLTS
1/4" PLYWOOD OVER
(13.33)(P'/S' ), WHERE:
AND SOIL BEARING STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR
LBS/SQ FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES
PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2000
BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST
(TABLE VALUE).
PRESSURES, USE THE FOLLOWING EQUATION: VOLUME = (TEST PRESS./150) x
CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST
THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF
THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT
AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.
BELOW, ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S)
REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED
EARTH.
CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED
KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.
ALLOWABLE SOIL BEARING STRESS IS 2000 LBS/SQ FT.
TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE.
TO LEFT OF SOLID LINE IN TABLE.
YARDS REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS FOR VOLUMES SHOWN
VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC
BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ FT.
TAKE PRECEDENCE OVER THIS STANDARD
BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS
THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.
THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT
THRUST BLOCK
SHUT
30"
MIN
36"
MIN
SERVICE
FIRE SUPPRESSION 8.
WITH BASE
PADLOCK, COORDINATE 7.
FINISH GRADE6.
CONDUIT5.
TELESCOPING BARREL4.
TAMPER SWITCH3.
PIV BODY2.
SHUT-OFF SWITCH
NON-RISING STEM 1.
POST INDICATOR VALVE (PIV)
BUILDING
NOTES:
SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE.
THIS DETAIL TO BE USED AT CONNECTION OF NEW SANITARY 1.
5'
File details come from the government source that posted it. Updated .