Amend 0004 Revised Drawings - 8 Bed (002).pdf
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- Solicitation number
- W912DS22B0021
About this file
This pre-solicitation notice provides details for an upcoming Invitation for Bids for construction services. The U.S. Army Corps of Engineers, New York District will issue an IFB by mid-July 2022 seeking a firm-fixed price contract to construct an 8-Bed Level 1 Confinement Facility at Joint Base McGuire-Dix-Lakehurst in New Jersey. The project scope includes a 4,607 square foot single story masonry building with 8 cells to house pre-trial detainees, along with associated site work and utilities. Bids are due approximately 30 days after issuance. The performance period is 540 calendar days from notice to proceed. The estimated value is between $5-10 million. The solicitation will be restricted to small businesses with a NAICS code of 236220 and size standard of $39.5 million. The Corps of Engineers is the contracting agency and bids shall be submitted to the New York District office.
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2"
SCHEDULE
DOOR PER 2"
S C
H E
D U
L E
D O
O R
P E
R
1.2
4"
SCHEDULE
DOOR PER 8" *
S C
H E
D U
L E
D O
O R
P E
R
1.3
6' - 8" *
4" *
2.1 1.4
D O
O R
P E
R S
C H
E D
U L E
SCHEDULE
DOOR PER
F
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
FEEDING
TRAY
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
FEEDING
TRAY
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
DSL-1 DSL-2 DSW-1 DSW-2 DSW-3
DSW-1-IN (INSULATED)
D O
O R
P E
R S
C H
E D
U L E
SCHEDULE
DOOR PER
F-SH
SCHEDULE
DOOR PER
S C
H E
D U
L E
D O
O R
P E
R
GENERAL DOOR SCHEDULE NOTES:
1.
2.
3.
4.
5.
DOOR HARDWARE SETS ARE FOUND IN SPECIFICATION 08 71 00
UNLESS NOTED OTHERWISE
DOOR HARDWARE SETS WHICH BEGIN WITH "SL" ARE PART OF
DENTENTION SLIDER DOORS. THE HARDWARE SETS CAN BE FOUND
IN SPECIFICATION 08 13 71
DOOR HARDWARE SETS WHICH BEGIN WITH "SH" ARE PART OF
DENTENTION SWING DOORS. THE HARDWARE SETS CAN BE FOUND
IN SPECIFICATION 08 71 63
SEE SHEET A-701 FOR ADDITIONAL INTERIOR FINISH INFORMATION.
ALL EXTERIOR GLAZING TO BE TINTED BRONZE TO MATCH BASE
STANDARD
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A-601
DOOR SCHEDULE
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING
DETAIL
HARDWARE
SET REMARKS
SIZE
TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
PAIR
DOOR WIDTH HEIGHT
GROUND FLOOR
100A - 3' - 0" 7' - 0" DSW-1-IN HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-3 2,4
100B - 3' - 0" 7' - 0" DSW-1-IN HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-3 2,4
100C - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-4 2,4
101 - 3' - 2" 7' - 0" DSL-1 STL PE-3 0 STL PE-3 90 MIN E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
102 - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-2 2,4
103 - 3' - 0" 7' - 0" F HM PE-3 1.2 HM PE-3 45 MIN K1/A-621 F1/A-621 A1/A-621 4.0
104A - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-10
104B - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.3 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-14 2,4
105 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 90 MIN E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
106 - 3' - 0" 7' - 0" F HM PE-3 1.2 HM PE-3 _ K1/A-621 F1/A-621 A1/A-621 5.0
109 - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.3 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-13 4,5
110A - 3' - 0" 7' - 0" DSW-3 HM PE-3 1.3 HM PE-3 45 MIN K13/A-621 F1/A-621 A1/A-621 SH-2 2,4
110B - 3' - 0" 7' - 0" DSW-3 HM PE-3 1.3 HM PE-3 45 MIN K13/A-621 F1/A-621 A1/A-621 SH-2 2,4
110C - 3' - 0" 7' - 0" DSW-3 HM PE-3 1.3 HM PE-3 45 MIN K13/A-621 F1/A-621 A1/A-621 SH-2 2,4
111A - 3' - 6" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 - E1/A-622 G10/A-622 A1/A-622 SL-2 2,3,4
111B - 3' - 6" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 - E1/A-622 G10/A-622 A1/A-622 SL-2 2,3,4
112A - 3' - 0" 7' - 0" DSW-1-IN HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-3 2,4
120 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
121 - 3' - 0" 7' - 0" F-SH HM PE-3 1.2 HM PE-1 - K13/A-621 F1/A-621 A13/A-621 SH-1 1
122 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
123 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
124 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
125 - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-4 2,4
126 - 3' - 2" 7' - 0" DSL-2 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
130 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
131 - 3' - 0" 7' - 0" F-SH HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A13/A-621 SH-1 1
132 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
133 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
134 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
135 - 3' - 0" 7' - 0" DSW-2 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-4 2,4
136 - 3' - 2" 7' - 0" DSL-2 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
140 - 3' - 0" 7' - 0" F-IN HM PE-3 1.2 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 2.0
141 - 3' - 0" 7' - 0" F-IN HM PE-3 1.2 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 1.0
142 PR. 3' - 0" 7' - 0" F-IN HM PE-3 1.2 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 3.0
DOOR AND FRAME LEGEND
FINISH
PE-3** PAINT-EPOXY
MATERIAL
HM HOLLOW METAL
STL STEEL
SIZE
- SINGLE DOOR
PR PAIR OF DOORS
**FIELD APPLY PER PAINT SPECIFICATION FOR
APPLICABLE SUBSTRATE AND EXPOSURE.
FRAME TYPES
DOOR SCHEDULE - ACESS PANELS
QUANTITY TYPE
DOOR
TYPE
FRAME
HARDWARE
SET
SIZE
TYPE MATERIAL FINISH MATERIAL
PAIR
DOOR WIDTH HEIGHT
AP01
6 AP01 - 10" 1' - 10" F PE-1 1.4 -
AP02
2 AP02 - 1' - 11" 3' - 11" F PE-1 1.4 -
AP27
1 AP27 - 1' - 10" 1' - 10" F PE-1 1.4 -
DOOR TYPES SECURITY DOOR FRAMES
F: FLUSH PANEL
F2: FLUSH SHOWER DOORS
F-IN: INSULATED FLUSH PANEL
DSL: DETENTION SLIDER
DSW: DETENTION SWING
DSW-IN: INSULATED DETENTION SWING
* AS REQUIRED PER DOOR MANUFACTURER
REMARKS KEY:
1. HEIGHT IN SCHEDULE IS FRAME OPENING. DOOR PANEL HEIGHT IS NOT FULL HEIGHT SEE DOOR TYPE ELEVATION FOR HEIGHT
2. ELECTRIFIED LOCK WITH REMOTE OPERATION
3. POWER OPERATED DOOR WITH REMOTE OPERATION
4. DENTENTION RATED DOOR, RE: SPECS
M A
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113.0
113.5
114.0
114.5
5.5
116.0
116.5
117.0
7.5
7.
116.5
7.
8.
117.5 11 7.
6.
6.
5.5
5.0
5.
5.
4.
4.
6.5 117.0
7.5
117.0
116.5 116.0
5.
115.0
5.
115.5
116.5
116.0
111.5 112.0
115.0
115.5
115.0
2.
4.
3.
3.
0113.0
3.5
4.
115.0
116.5
116.0 115.5
114.5 114.0113.5
3.
4.
4.
5 114.0
1.0
112.0 113.0
117.5
8.
7.
115.5 115.5
115.5
115.0
115.0
115.5
115.0
8.
117.5
7.
116.5
118.0
115.0114.0 113.0112.0
112.0 113.0 114.0
5.
116.0
116.0
116.0
114.5 113.5
115.0 116.0
116.0
115.0
5.
116.0
117.0
116.0
7.0
116.5
116.5
6.
116.5
6.
115.5
XXX
X
X
X
X
X
X
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X X
X
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X X X X X X X X
X
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CB 1
TYPE C INLET
N: 437071.33 E: 466047.50
TC 117.71
GR 117.21
INV OUT 112.59
CB 2
TYPE C INLET
N: 437081.32 E: 466131.00
TC 117.60
GR 117.10
INV IN 112.17
INV OUT 112.17
WATER
QUALITY DEVICE
N: 437070.83 E: 466131.87
RIM 116.75
INV OUT 112.11
FES-1 FLARED
END SECTION
N: 437051.68 E: 466119.55
INV 112.00
FES-2 FLARED
END SECTION
N: 436986.31 E: 466106.11
INV 111.79
OUTLET
CONTROL
STRUCTURE
N: 437025.55 E: 466098.45
GRATE 116.22
3" ORIFICE 113.80
11" ORIFICE 114.25
INV OUT 112.00
CLEANOUT - CO2
N: 437098.34 E: 466257.46
YARD INLET - 3
N: 437087.07 E: 466169.28
GR 115.20
INV OUT 112.36
FES-3 FLARED
END SECTION
N: 437073.70 E: 466335.49
INV OUT 113.00
FES-4 FLARED
END SECTION
N: 437028.79 E: 466347.64
INV 112.80
CLEANOUT - CO1
N: 437063.98 E: 466249.90
CLEANOUT - CO3
N: 437033.21 E: 466257.82
CLEANOUT - CO4
N: 437000.47 E: 466173.94
W W W
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SCALE: 1"=30'
GENERAL NOTES
N
60'0 30'
LEGEND
STORM SEWER LINE
LOD LIMIT OF DISTURBANCE
CU530
G1
177.11 PROPOSED SPOT ELEVATION
YARD INLET
STORM SEWER 3
40 LF, 15" RCP @ 1.24%
1. SEE SHEET C-002 FOR GENERAL GRADING NOTES.
2. SEE SHEET VF100 FOR HORIZONTAL AND VERTICAL CONTROL POINTS.
3. NEW ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT,
OR STRUCTURE UNLESS INDICATED OTHERWISE.
4. SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE IN
ACCORDANCE WITH THE SOIL EROSION AND SEDIMENT CONTROL PLAN
BEFORE ANY DISTURBANCE TO THE SITE.
5. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE
ELEVATIONS. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND
MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.
6. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED
DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR
BETTER SUBJECT TO THE APPROVAL OF THE COR.
7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT
WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR
BASE COURSE OF NEW PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN,
OR OTHER COMPLETED WORKS.
8. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE
ADJUSTED ACCORDING TO FINISH GRADE ELEVATION.
9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED OR
SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS.
10. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER
INSPECTION OF EROSION CONTROL DEVICES SHALL BE SUBMITTED TO THE
COR. SEE SHEET CK100 FOR EROSION AND SEDIMENT CONTROL DEVICE
LOCATIONS.
11. ALL EQUIPMENT PAD ELEVATIONS SHOWN ARE TOP OF PAD ELEVATIONS.
12. ROOF LEADERS SHALL BE 8" PVC SET AT 0.5% SLOPE MIN.
13. ALL WORK ON EXISTING MONITORING WELLS SHALL BE PERFORMED BY
LICENSED PROFESSIONAL DRILLER IN THE STATE OF NEW JERSEY.
CONTRACTOR TO COORDINATE WORK WITH CONTRACTING OFFICER.
14. SEE ARCHITECTURAL DRAWINGS FOR ROOF LEADER CONNECTION
LOCATIONS AND DOWNSPOUT BOOT DETAILS.
15. CATCH BASIN CB-1 AND STORM PIPE TO CB-2 SHALL BE INCLUDED AS
PART OF SEPARATE BID OPTION FOR PARKING LOT AREA.
CU501
G8CLEANOUT
FLARED END SECTION
WITH RIPRAP PROTECTION
OUTLET CONTROL STRUCTURE
A1
CU501
CU502
H1
MATCH EXISTING
TOP OF CURB
ELEVATION
PROPOSED 8-BED
CONFINEMENT FACILITY
FFE = 117.00
WATER QUALITY DEVICE F10
CU502
MATCH EXISTING
PAVEMENT ELEVATION MATCH EXISTING
ELEVATION (TYP.)
MATCH EXISTING
ELEVATION (TYP.)
22 LF, 15" RCP @ 0.5%
10 LF,
15" RCP @ 0.5%
STORM SEWER 1
84 LF, 15" RCP @ 0.5%
STORM SEWER 2
36 LF, 12" HDPE @ 0.5%
-C
G
0.
dw g
TC 117.80
BC 117.30
TC 118.10
BC 117.60 TC 118.20
BC 117.70
117.00
117.00
CONTRACTOR TO EXTEND
EXISTING MONITORING WELL TO
MATCH PROPOSED ELEVATION
SEE NOTE 13.
STORM SEWER 4
47 LF, 8" HDPE @ 0.4%
8' WIDE EMERGENCY
RIPRAP SPILLWAY
EL 115.10
J1
CU200
J6
CU200
J10
CU200
J13
CU200
ROOF LEADER COLLECTOR 1
6" HDPE 97 LF @ 0.68%
B8
CU200
8" HDPE
77 LF @ 0.5%
6" HDPE
50 LF @ 0.5%
ROOF LEADER COLLECTOR 1
8" HDPE 128 LF @ 0.5%
B1
CU200
INFILTRATION BASINA10
CU501
G15
CU501
INSTALL 30 LF, 10" HDPE AT LOCATION OF
EXISTING 8" STORM PIPE. PROVIDE
FLARED END SECTIONS AT EACH END.
INVERTS AND SLOPE TO MATCH EXISTING.
TYPE C INLET G9
CU501
TC 117.90
BC 117.40
114.50
ROOF
LEADER, TYP.
ROOF
LEADER,
TYP.
EQUIPMENT PAD
EL 116.50
BOTTOM
OF BASIN
EL 112.00
TOP OF BASIN
EL 116.22
SEE NOTE 15
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ASPHALT PATH
AutoCAD SHX Text
6' METAL FENCE
AutoCAD SHX Text
6' METAL FENCE
AutoCAD SHX Text
A INLET GRATE: 112.76 INV: 106.91 (A) INV: 107.06 (B)
AutoCAD SHX Text
ROUND INLET GRATE: 112.29 INV: 105.69 (A) INV: 106.64 (B)
AutoCAD SHX Text
ASPHALT PATH
AutoCAD SHX Text
RETENTION BASIN
AutoCAD SHX Text
EDGE OF VEGETATION
AutoCAD SHX Text
METAL STORAGE BOXES
AutoCAD SHX Text
4" WOOD POST
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HHE
AutoCAD SHX Text
2 STORY BRICK BUILDING #2301
AutoCAD SHX Text
GENERATOR ON CONC. PAD
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
CHILLER UNIT ON CONC. PAD
AutoCAD SHX Text
EDGE OF CONC.
AutoCAD SHX Text
10' METAL FENCE
AutoCAD SHX Text
TRANSFORMER ON CONC. PAD
AutoCAD SHX Text
10' METAL FENCE
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
WATER MARK OUT
AutoCAD SHX Text
SANITARY MH RIM: 115.25 INV: 110.35 (A) INV: 110.40 (B)
AutoCAD SHX Text
COMM MARK OUT
AutoCAD SHX Text
ELECTRIC MARK OUT
AutoCAD SHX Text
MW-16
AutoCAD SHX Text
MW-5
AutoCAD SHX Text
MW-6
AutoCAD SHX Text
HHE
AutoCAD SHX Text
MW-1S
AutoCAD SHX Text
MW-1D
AutoCAD SHX Text
VANDENBURG AVENUE
AutoCAD SHX Text
ROOF DRAIN (TYP.)
AutoCAD SHX Text
A INLET GRATE: 111.82 INV: 104.74 (A) INV: 104.78 (B)
AutoCAD SHX Text
TUSKEGEE AIRMEN DRIVE
AutoCAD SHX Text
A INLET GRATE: 116.61 INV: 113.31
AutoCAD SHX Text
MW-18
AutoCAD SHX Text
A INLET GRATE: 112.65 CENTERLINE ELEV: 104.73
AutoCAD SHX Text
SANITARY MH RIM: 113.15 INV: 102.15 (A) INV: 102.25 (B) INV: 108.65 (C)
AutoCAD SHX Text
SANITARY MH RIM: 113.17 INV: 104.82 (A) INV: INACCESSIBLE
AutoCAD SHX Text
MW-22
AutoCAD SHX Text
MW-19
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ROUND INLET GRATE: 112.98 INV: 108.08
AutoCAD SHX Text
ROUND INLET GRATE: 112.99 INV: 106.1
AutoCAD SHX Text
ELECTRIC MH
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
ROUND INLET GRATE: 112.63 INV: 107.13 (A) INV: 107.33 (B) INV: 109.38 (C)
AutoCAD SHX Text
PARKING STALLS
AutoCAD SHX Text
ROUND INLET GRATE: 116.33 INV: 111.68 (A) INV: 111.98 (B)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
HHC
AutoCAD SHX Text
METAL COVER ON CONCRETE PAD
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
METAL COVER ON CONCRETE PAD
AutoCAD SHX Text
A INLET
AutoCAD SHX Text
B INLET GRATE: 116.05 INV: 112.55 (A) INV: 112.77 (B)
AutoCAD SHX Text
SANITARY MH
AutoCAD SHX Text
SANITARY MH
AutoCAD SHX Text
BRICK COLUMN (TYP.)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
SANITARY MH RIM: 115.40 INV: 103.29 (A) INV: 103.29 (B) INV: 103.51 (C)
AutoCAD SHX Text
A INLET GRATE: 115.80 INV: 113.20 (A) INV: 113.25 (B)
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
METAL COVER ON CONCRETE PAD
AutoCAD SHX Text
ELECTRIC MH
AutoCAD SHX Text
B INLET GRATE: 116.09 INV: 113.02
AutoCAD SHX Text
A INLET GRATE: 114.31 CHAMBER FLOOR ELEV: 104.46
AutoCAD SHX Text
HHC
AutoCAD SHX Text
SANITARY MH
AutoCAD SHX Text
B INLET GRATE: 116.10
AutoCAD SHX Text
MH UNKNOWN
AutoCAD SHX Text
HHE
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
HHE
AutoCAD SHX Text SANITARY MH RIM: 113.11 INV: 102.41 (A) INV: 102.51 (B) INV: 103.71 (C) INV: 107.96 (D) INV: 109.01 (E)
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
STOP BAR
AutoCAD SHX Text
STOP BAR
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
SINGLE WHITE LINE
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
6" DECIDUOUS TREE (TYP.)
AutoCAD SHX Text
6" DECIDUOUS TREE (TYP.)
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text
24" DECIDUOUS TREE
AutoCAD SHX Text
24" DECIDUOUS TREE
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text
20" DECIDUOUS TREE
AutoCAD SHX Text
24" DECIDUOUS TREE
AutoCAD SHX Text
22" DECIDUOUS TREE
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18" DECIDUOUS TREE
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10" DECIDUOUS TREE
AutoCAD SHX Text
6" DECIDUOUS TREE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
6" CAST IRON
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" CAST IRON
AutoCAD SHX Text (A)
AutoCAD SHX Text (D)
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (E)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
STORM MH RIM: 116.17 INV: 111.32 (A) INV: 111.52 (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text
ROUND INLET GRATE: 113.17 INV: 107.15 (A) INV: 107.72 (B) INV: 108.12 (C)
AutoCAD SHX Text (C)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
6" CPEP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
12" CPEP
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
4" IRON
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
42" RCP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
INV:111.73
AutoCAD SHX Text
INV:112.29
AutoCAD SHX Text
INV:113.15
AutoCAD SHX Text
INV:113.29
AutoCAD SHX Text
INV:113.14
AutoCAD SHX Text
INV:112.80
AutoCAD SHX Text
INV:112.44
AutoCAD SHX Text T-1 X-Cut Set N:437,290.2732 E: 466,355.1133 ELEV: 115.81
AutoCAD SHX Text T-2 X-Cut Set N:437,212.6182 E: 465,913.4339 ELEV: 116.97
AutoCAD SHX Text T-3 Cap and Pin Set N:436,963.3823 E: 466,061.5282 ELEV: 115.49
AutoCAD SHX Text T-4 X-Cut Set N:437,037.9460 E: 466,493.3632 ELEV: 113.92
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
HHE
AutoCAD SHX Text
HHE
AutoCAD SHX Text
HAND HOLE
AutoCAD SHX Text
ROUND INLET GRATE: 111.20
AutoCAD SHX Text
BENCHMARK #2075 ELEV: 117.95
AutoCAD SHX Text
BENCHMARK #1247 ELEV: 118.38
AutoCAD SHX Text
BENCHMARK #1689 ELEV:117.54
AutoCAD SHX Text
BENCHMARK #2431 ELEV:117.04 XCUT ON FIRE HYDRANT
AutoCAD SHX Text
3 VENTS
AutoCAD SHX Text
GAS MARKERS AND TEST STATION
AutoCAD SHX Text
COMMUNICATION MH
AutoCAD SHX Text
GAS VENTS AND TEST STATION
AutoCAD SHX Text
GAS VENTS AND TEST STATION
AutoCAD SHX Text
ROOF DRAIN (TYP.)
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
ELECTRIC BOX ON CONC. PAD
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
ELECTRIC LINE TERMINUS UNKNOWN
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
4" DECIDUOUS TREE
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
METAL POST
AutoCAD SHX Text
STREET SIGN (TYP.)
AutoCAD SHX Text
VENT (TYP.)
AutoCAD SHX Text D.C.
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text X 115.83
AutoCAD SHX Text X 115.73
AutoCAD SHX Text
115.73 X
E
XXX
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X X X X
X
X
X
X X
X X
X X
27 28
42 43
COL G1
COL G4
COL A1
COL A4
POINT TABLE
No.
NORTHING
437,082.66
437,063.77
437,013.26
437,032.16
437,148.89
437,115.89
437,110.33
437,109.66
437,082.85
437,085.90
437,071.00
437,081.59
437,123.29
437,127.66
437,140.44
437,134.43
437,138.88
437,144.14
437,137.37
437,133.67
437,069.32
437,090.70
437,061.75
437,001.80
437,017.25
437,025.28
437,028.29
437,029.67
437,063.86
437,012.73
437,017.02
436,997.19
437,010.19
436,998.51
436,983.00
436,994.65
436,972.10
436,968.55
436,992.33
437,008.18
437,019.83
437,028.15
437,013.25
437,027.24
437,014.02
437,015.53
436,985.70
436,977.01
EASTING
466,241.70
466,164.65
466,177.03
466,254.08
466,020.34
466,024.28
466,019.91
466,014.28
466,017.49
466,042.98
466,044.76
466,133.23
466,128.25
466,122.69
466,121.16
466,132.54
466,168.93
466,213.17
466,203.48
466,193.97
466,162.52
466,249.70
466,141.28
466,172.95
466,226.66
466,254.55
466,265.00
466,269.81
466,349.66
466,239.64
466,257.12
466,243.45
466,238.08
466,240.83
466,177.55
466,174.69
466,180.22
466,165.65
466,159.83
466,135.36
466,132.50
466,166.48
466,242.29
466,238.84
466,061.79
466,069.65
466,075.38
466,069.03
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
D
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2D S-
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N
A1 SITE PLAN
SCALE: 1"=30'
GENERAL NOTES
1. SEE SHEET VF100 FOR HORIZONTAL AND VERTICAL CONTROL
POINTS.
2. CONTRACTOR SHALL INSTALL TEMPORARY BARRICADES AT
ROADWAY CLOSURES UNTIL PAVEMENT IS OPENED TO TRAFFIC.
BARRICADES SHALL BE IN ACCORDANCE WITH MUTCD.
3. TEMPORARY FENCE LOCATION SHALL NOT BE ADJUSTED FOR
EQUIPMENT/CONSTRUCTION OPERATIONS UNLESS APPROVED
BY THE COR. CONTRACTOR SHALL NOTIFY COR 14 CALENDAR
DAYS IN ADVANCE OF ANY REQUESTED CHANGE IN FENCE
LOCATION.
4. SEED ALL AREAS WITH PERMANENT MIX WITHIN THE PROJECT
LIMITS OF CONSTRUCTION AND ANY OTHER AREAS DISTURBED
DURING CONSTRUCTION ACTIVITIES. PROVIDE TEMPORARY
IRRIGATION/WATERING UNTIL 95% VEGETATIVE COVERAGE IS
ESTABLISHED IN ACCORDANCE WITH THE SPECIFICATIONS AND
CONTRACTING OFFICER ACCEPTANCE HAS BEEN PROVIDED.
FOR TEMPORARY SEEDING, SEE SOIL EROSION PLAN NOTES ON
SHEET CG501.
5. EXISTING TOPSOIL MAY BE RE-USED ON SITE PROVIDED IT
MEETS SPECIFICATION SECTION 31 00 00.
6. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING
ALL AREAS WITHIN THE PROJECT LIMITS FROM THE NOTICE TO
PROCEED DATE THROUGHOUT THE DURATION OF THE PROJECT.
MOW AREAS TO A MAXIMUM AVERAGE HEIGHT OF 3-INCHES FOR
SPRING/SUMMER MAINTENANCE AND TO A MAXIMUM AVERAGE
HEIGHT OF 6-INCHES FOR FALL/WINTER MAINTENANCE.
7. SEE STRUCTURAL DRAWINGS FOR CONCRETE EQUIPMENT AND
DUMPSTER PAD DETAIL.
8. SEE ARCHITECTURAL DRAWINGS FOR DUMPSTER ENCLOSURE
DETAILS.
9. FIRE DEPARTMENT ACCESS PROVIDED FROM PARKING LOT FOR
BLDG 2301.
10. ALL CONSTRUCTION RELATING TO PARKING LOT AREA AND
DUMPSTER SHALL BE INCLUDED IN SEPARATE BID OPTION.
SIDEWALK WITHIN DASHED AREA SHALL ONLY BE INCLUDED IN
BID OPTION.
N
60'0 30'
LEGEND
KEYED NOTES
INSTALL TOPSOIL AND SEED1
INSTALL CONCRETE SIDEWALK
INSTALL CONCRETE CURB
L17
CS500
D1
CS500
G1
TOPSOIL AND SEED
CONCRETE PAVEMENT
CS500
CONCRETE PAD (SEE NOTE 7)
ASPHALT PAVENENT
INSTALL ASPHALT PAVEMENT
CS500
A1
3 INSTALL CONCRETE CURB AND GUTTER
CS500
G17
INSTALL 12' WIDE REINFORCED TURF G9
INFILTRATION BASIN PROPOSED 8-BED
CONFINEMENT FACILITY
CS500
CS100
SI
TE
P
LA
N
K, W
AR
R
EN
D
ER
F.
P
AS
C
ER
I
L.
M
O N
ZO
N
R
TA
S
U
BM
IT
TA
L
AD
D
EN
D U
M
JU
N
SE
P
18' x 16' CONC PAD
AND SCREEN WALL,
SEE NOTE 7
16' x 16' CONC PAD, SEE NOTES 7 & 8
-C
S1
.d w g
SEE NOTE 9
5.0'
9.0'
TYP.
.0
TY
P.
.0
TY
P.
.0
3.1'
10.7'
5.0'
5.0'
5.0'
65.3' 15.0'
66.8'
24.0' 3.3'
9.0'
TYP.
3.
0'
INSTALL NO PARKING
PAVEMENT STRIPING
A1
7(TYP.)
INSTALL BOLLARD
INSTALL ACCESSIBLE AISLE
PAVEMENT STRIPING
CS500
A17
A11
RIPRAP
SAND INFILTRATION BASIN BOTTOM
RIPRAP
EMERGENCY
SPILLWAY 2
XX
LOD LIMIT OF DISTURBANCE
TEMPORARY FENCE
CONCRETE CURB
CONCRETE CURB AND GUTTER
REINFORCED TURF
10 INSTALL ACCESSIBLE RAMP A6
L1 INSET
SCALE: 1" = 10'
N
8.0' 11.5' 8.0' 8.0' 5.0' 8.0'
.0
11 INSTALL ACCESSIBLE SIGN
CS502
J1
LANDING
DEPRESSED CURB
0 10' 20'
SEE INSET
CS502
CS502
CS502
SEE NOTE 10
DETECTABLE
WARNING
SURFACE
VAN
ACCESSIBLE
REPLACE
RIPRAP AS
NEEDED
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
RETENTION BASIN
AutoCAD SHX Text
EDGE OF VEGETATION
AutoCAD SHX Text
METAL STORAGE BOXES
AutoCAD SHX Text
4" WOOD POST
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HHE
AutoCAD SHX Text
2 STORY BRICK BUILDING #2301
AutoCAD SHX Text
GENERATOR ON CONC. PAD
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
CHILLER UNIT ON CONC. PAD
AutoCAD SHX Text
EDGE OF CONC.
AutoCAD SHX Text
10' METAL FENCE
AutoCAD SHX Text
TRANSFORMER ON CONC. PAD
AutoCAD SHX Text
10' METAL FENCE
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
WATER MARK OUT
AutoCAD SHX Text
SANITARY MH RIM: 115.25 INV: 110.35 (A) INV: 110.40 (B)
AutoCAD SHX Text
COMM MARK OUT
AutoCAD SHX Text
ELECTRIC MARK OUT
AutoCAD SHX Text
MW-16
AutoCAD SHX Text
MW-5
AutoCAD SHX Text
MW-6
AutoCAD SHX Text
HHE
AutoCAD SHX Text
VANDENBURG AVENUE
AutoCAD SHX Text
ROOF DRAIN (TYP.)
AutoCAD SHX Text
A INLET GRATE: 111.82 INV: 104.74 (A) INV: 104.78 (B)
AutoCAD SHX Text
TUSKEGEE AIRMEN DRIVE
AutoCAD SHX Text
A INLET GRATE: 112.65 CENTERLINE ELEV: 104.73
AutoCAD SHX Text
SANITARY MH RIM: 113.15 INV: 102.15 (A) INV: 102.25 (B) INV: 108.65 (C)
AutoCAD SHX Text
SANITARY MH RIM: 113.17 INV: 104.82 (A) INV: INACCESSIBLE
AutoCAD SHX Text
MW-22
AutoCAD SHX Text
MW-19
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ROUND INLET GRATE: 112.98 INV: 108.08
AutoCAD SHX Text
ROUND INLET GRATE: 112.99 INV: 106.1
AutoCAD SHX Text
ELECTRIC MH
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
PARKING STALLS
AutoCAD SHX Text
ROUND INLET GRATE: 116.33 INV: 111.68 (A) INV: 111.98 (B)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
HHC
AutoCAD SHX Text
METAL COVER ON CONCRETE PAD
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
SANITARY MH
AutoCAD SHX Text
BRICK COLUMN (TYP.)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
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SANITARY MH RIM: 115.40 INV: 103.29 (A) INV: 103.29 (B) INV: 103.51 (C)
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A INLET GRATE: 115.80 INV: 113.20 (A) INV: 113.25 (B)
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A INLET GRATE: 114.31 CHAMBER FLOOR ELEV: 104.46
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HHC
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SANITARY MH
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B INLET GRATE: 116.10
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MH UNKNOWN
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HHE
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DOUBLE YELLOW LINE
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HHE
AutoCAD SHX Text SANITARY MH RIM: 113.11 INV: 102.41 (A) INV: 102.51 (B) INV: 103.71 (C) INV: 107.96 (D) INV: 109.01 (E)
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EDGE OF PAVEMENT
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STOP BAR
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STOP BAR
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CONCRETE CURB
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SINGLE WHITE LINE
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CONCRETE CURB
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6" DECIDUOUS TREE (TYP.)
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22" DECIDUOUS TREE
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24" DECIDUOUS TREE
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24" DECIDUOUS TREE
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22" DECIDUOUS TREE
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20" DECIDUOUS TREE
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24" DECIDUOUS TREE
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22" DECIDUOUS TREE
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18" DECIDUOUS TREE
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8" PVC
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10" PVC
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10" PVC
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10" PVC
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AutoCAD SHX Text (B)
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10" PVC
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6" PVC
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10" PVC
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12" PVC
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6" CAST IRON
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4" PVC
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4" CAST IRON
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AutoCAD SHX Text (D)
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AutoCAD SHX Text (E)
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STORM MH RIM: 116.17 INV: 111.32 (A) INV: 111.52 (B)
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12" PVC
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12" PVC
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12" PVC
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12" PVC
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12" PVC
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12" PVC
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24" PVC
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24" PVC
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24" PVC
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24" PVC
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ROUND INLET GRATE: 113.17 INV: 107.15 (A) INV: 107.72 (B) INV: 108.12 (C)
AutoCAD SHX Text (C)
AutoCAD SHX Text (A)
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6" CPEP
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18" RCP
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12" CPEP
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4" IRON
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6" PVC
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RIP-RAP
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RIP-RAP
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RIP-RAP
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RIP-RAP
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RIP-RAP
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RIP-RAP
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INV:111.73
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INV:112.29
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INV:113.15
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INV:113.29
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INV:113.14
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INV:112.80
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INV:112.44
AutoCAD SHX Text T-1 X-Cut Set N:437,290.2732 E: 466,355.1133 ELEV: 115.81
AutoCAD SHX Text T-4 X-Cut Set N:437,037.9460 E: 466,493.3632 ELEV: 113.92
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HHE
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HHE
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HAND HOLE
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ROUND INLET GRATE: 111.20
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BENCHMARK #2075 ELEV: 117.95
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BENCHMARK #1689 ELEV:117.54
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BENCHMARK #2431 ELEV:117.04 XCUT ON FIRE HYDRANT
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COMMUNICATION MH
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ROOF DRAIN (TYP.)
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TERMINUS UNKNOWN
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TERMINUS UNKNOWN
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ELECTRIC LINE TERMINUS UNKNOWN
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TERMINUS UNKNOWN
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8" PEP
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8" PEP
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8" PEP
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8" PEP
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8" PEP
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4" DECIDUOUS TREE
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TERMINUS UNKNOWN
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METAL POST
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STREET SIGN (TYP.)
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VENT (TYP.)
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BUILDING OVERHANG
AutoCAD SHX Text X 115.83
AutoCAD SHX Text X 115.73
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115.73 X
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ASPHALT PATH
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6' METAL FENCE
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A INLET GRATE: 112.76 INV: 106.91 (A) INV: 107.06 (B)
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ROUND INLET GRATE: 112.29 INV: 105.69 (A) INV: 106.64 (B)
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ASPHALT PATH
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RETENTION BASIN
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MW-1S
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MW-1D
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MW-18
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ROUND INLET GRATE: 112.63 INV: 107.13 (A) INV: 107.33 (B) INV: 109.38 (C)
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ELECTRIC MH
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ELECTRIC BOX
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22" DECIDUOUS TREE
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AutoCAD SHX Text (C)
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30" RCP
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30" RCP
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6" PVC
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36" RCP
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42" RCP
AutoCAD SHX Text T-3 Cap and Pin Set N:436,963.3823 E: 466,061.5282 ELEV: 115.49
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ELECTRIC BOX
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ELECTRIC BOX
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GAS VENTS AND TEST STATION
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GAS VENTS AND TEST STATION
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SOIL BORING
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ELECTRIC BOX ON CONC. PAD
TERMINUS UNKNOWN
JOINT SPACING FOR STRAIGHT RUNS
WALK
WIDTH
CONTRACTION JOINT SPACING EXPANSION JOINT
SPACINGTRANSVERSE LONGITUDINAL
4' 4' NOT REQUIRED 80' MAX
5' 5' NOT REQUIRED 80' MAX
6' 6' NOT REQUIRED 80' MAX
8' 4' 4' 80' MAX
10' 5' 5' 80' MAX
SIDEWALK JOINT DETAIL
SECTION 'A-A'EXPANSION JOINT
SAWED CONTRACTION JOINT
1/2"
W
AL
K D
EP
TH
3/16"
1% MINIMUM AWAY FROM BUILDING, 2%
MAXIMUM, SEE PLANS FOR DIRECTION
NOTES:
1. EXPANSION JOINTS SHALL NOT BE REQUIRED BETWEEN
CURBS THAT ABUT THE SIDEWALK LONGITUDINALLY.
2. NO TOOLED JOINTS - SIDEWALKS TO BE SMOOTH AND LIMIT
BUMPS DUE TO CART MOVEMENTS.
3. EXPANSION JOINTS SHALL BE USED AT SIDEWALKS THAT
ABUT A BUILDING.
4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3500 PSI.
SCALE N.T.S.
SIDEWALKG1
1" M
IN
1/8" MIN
WIDTH VARIES - SEE SITE PLANS
1/ 4"
M
AX
A A
LIGHT BROOM
FINISH (TYP)
SAWED
CONTRACTION
JOINT (TYP)
BACKER
ROD
PREFORMED
NON-EXTRUDING
JOINT FILLER
JOINT
SEALANT
1/8" R
4" CONCRETE UNLESS
NOTED OTHERWISE ON
THE PLAN DRAWINGS
6" AGGREGATE BASE COURSE.
6" COMPACTED SUBGRADE (90%)
EXPANSION JOINT (TYP)
SCALE N.T.S.
TOPSOIL AND SEEDD1
TOPSOIL
PER SPECIFICATION 31 00 00
8"
4"SELECT GRANULAR MATERIAL
PER SPECIFICATION 31 00 00
NOTE
SEE
2" P
6"
P+ H
+2
M
IN
. 1 8"
7"
1"R
1"
TOP OF
PAVEMENT
SCALE N.T.S.
CONCRETE CURBL17
COMPACT PER
SPECIFICATION 31 00 00
NOTE:
1. PROVIDE 1/2" x 1/2" JOINT SEALANT AND 1/2" PREMOLDED JOINT FILLER
WHEN CONCRETE CURB IS PLACED AGAINST RIGID PAVEMENT.
2. P = THICKNESS OF PAVEMENT
1. PRIOR TO PLACEMENT OF FINAL SURFACE COURSES OR BACKFILLING PROOF ROLL EXISTING SUBGRADES
IN ACCORDANCE SPECIFICATION SECTION 31 00 00.
NOTES:
6" 2"
2"
COMPACTED
SUBGRADE
HOT-MIX ASPHALTIC CONCRETE SURFACE COURSE
(9.5MM NOMINAL MAXIMUM AGGREGATE SIZE)
HOT-MIX ASPHALTIC CONCRETE BASE COURSE
(25MM NOMINAL MAXIMUM AGGREGATE SIZE)
AGGREGATE BASE COURSE
EXISTING
CONCRETE PAVEMENT
ASPHALT PAVEMENT
REPLACEMENT
CONCRETE PAVEMENT
REPLACEMENT
12"
(TYP)
12"
(TYP)
12"
(TYP)
3/4" DOWELS SHALL BE
GROUTED INTO EXISTING
PAVEMENT (12" MIN) SPACING
6 X 6 - W4.0 X W4.0 WWF
EXCAVATION LIMITS
AGGREGATE BASE
COURSE
(6" MIN)
6" COMPACTED
SUBGRADE
PAVEMENT
SEE DETAIL A1
6" COMPACTED
SUBGRADE
SAW CUT (TYP)
4, PS
I C
O N
C R
ET
E
(6 " M
IN
NOTES:
1. WIDTH OF PAVEMENT REMOVAL SHALL BE MINIMUM 3-FEET EITHER SIDE OF UTILITY CENTERLINE AND TO THE NEXT PAVEMENT PANEL
OR JOINT LIMIT WHENEVER FEASIBLE.
2. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL TO EXISTING BUT SHALL NOT BE LESS THAN INDICATED.
3. FULL DEPTH SAWCUTS SHALL BE MADE AROUND THE PERIMETER OF THE AREA TO BE PATCHED AND SHALL BE MADE AT EXISTING JOINTS AND PERPENDICULAR TO THE PAVEMENT EDGE AND CENTERLINE WHENEVER FEASIBLE. SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND REPLACEMENT SHALL BE FILLED WITH AN EPOXY-BASED GROUT MEETING THE REQUIREMENTS OF ASTM
C881 TYPE III.
4. EXISTING CONCRETE PAVEMENT SHALL BE SAWCUT AND REMOVED TO NEAREST JOINT TO PREVENT PARTIAL PANEL REMOVAL.
5. CONCRETE REPLACEMENT PANELS SHALL BE SIZED TO MATCH THE EXISTING CONCRETE PANEL SIZES WHENEVER FEASIBLE AND
SHALL HAVE A MAXIMUM LENGTH/WIDTH RATIO OF 1.25.
6" COMPACTED SUBGRADE
(EXISTING MATERIAL)
SCALE N.T.S.
PAVEMENT REMOVAL AND REPLACEMENT
FOR UTILITY TRENCHA9SCALE N.T.S.
ASPHALT PAVEMENT DETAILA1
CS500 CS500
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
MIN
FINISH GRADE
NOTE:
6" STD WT STEEL PIPE
COLOR TO MEET BASE STANDARD
(FILL WITH CONCRETE)
PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS TO SSPC-SP6 QUALITY
AND 1.0 MIL MIN PROFILE DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT
MIN 40% SOLIDS BY VOLUME. APPLIED AT 2 MILS DRY. SECOND AND THIRD
COATS ARE TO BE ALKYD GLOSS ENAMEL MIN 40% SOLIDS BY VOLUME.
EACH COAT APPLIED AT 1.5 MILS DRY. TOTAL COATING5 MIL MIN DRY FILM.
1" 2'
-1 1"
3' -0
3"
12"
1"
24"
2"
6"
3"
1. PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS POINTS OR A
MAXIMUM OF 60' ON STRAIGHT SECTIONS. THESE DOWELS SHALL BE
GREASED AND WRAPPED ON ONE END WITH EXPANSION TUBES.
2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT APPROXIMATELY 15'
INTERVALS. THESE JOINTS SHALL PASS THROUGH THE ENTIRE CURB
SECTION.
3. FIX DOWELS WITH BAR CHAIRS OR EQUAL.
NOTES:
1-1/2" R
#5 x 24" SMOOTH
DOWELS (SEE NOTES)
SLOPE TO MATCH
PAVEMENT
EXPANSION JOINT
(NOT REQUIRED WITH
ASPHALTIC PAVEMENT)
SCALE N.T.S.
CONCRETE CURB AND GUTTERG17
INTERLOCKING MECHANISM
SOIL INFILL THE COMPOSITION
OF THE MATERIAL SHALL BE AS
SPECIFIED IN THE CONTRACT
DOCUMENTS.
GRASS SEED PER SPECIFICATIONS.
GRASS PLANTING LEVEL INSIDE CELLS
ACTUAL FINISH GRADE
ADJOINING FINISH GRADE
SOIL FILL LEVELS INSIDE
PAVER GRIDWORK AFTER
HEAVY WATER DOWN.
1-3/4" MIN REINFORCED GRASS
PAVEMENT UNIT
6" (MIN.)
2"
COMPACTED SOILS
3/4" CRUSHED ROCK BASE
COMPACTED ROOT ZONE MIX.
SOIL INFILL SOIL INFILL
MIN. PANEL SIZE - 20" x 20" x 1 3/4"
SEE
PLAN
SEE PLAN
57,888 PSF
365 PSI
AASHTO H2O
LOAD RATING
REINFORCED GRASS PAVEMENT SPECIFICATIONS:
1 3/4" (MIN.)
LOAD CAPACITY -
MATERIAL - HDPE
COLOR - BLACK
SCALE N.T.S.
BOLLARDA17
SCALE N.T.S.
REINFORCED TURFG9
3,500 PSI
CONCRETE
P+ H
+2
M
IN
. 1 2"
)1"R
1"
MIN. COMPRESSIVE
STRENGTH -
FULL HEIGHT DEPRESSED CURB
FULL HEIGHT
CURB BEYOND
3,500 PSI
CONCRETE
3,500 PSI
CONCRETE
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FP
FP
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C O
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C O
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COMM
COMM
FO
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T T
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60" R C
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60" R C
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E
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8" W
ATER
CO
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E E E
GRINDER MH
N: 437019.13 E: 466221.87
RIM 116.83
INV OUT 111.71
SEE PLUMBING
DRAWINGS FOR
INFORMATION
SAN MH
N: 436983.59 E: 466230.58
RIM 115.40
INV OUT 111.34
W W
W W
W W
W W
F F
F
F
F F
F F
F F
G G
G G
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S L
SL
SL
SL
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ELEC MH
N: 436994.50 E: 466032.76
RIM 115.57
CU100
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A1 UTILITY PLAN
SCALE: 1"=30'
N
60'0 30'
GENERAL UTILITY NOTES
KEYED NOTES
INSTALL 3" PVC POTABLE WATER LINE1
2 INSTALL 6" PVC SANITARY SEWER LINE @1.0%
LEGEND
XX TEMPORARY FENCE
LOD LIMIT OF DISTURBANCE
W WATER LINE
E E ELECTRIC SERVICE
(SEE ELECTRICAL DRAWINGS)
1. SEE SHEET C-002 FOR GENERAL UTILITY NOTES.
2. SEE SHEET CG100 FOR STORM SEWER INFORMATION.
3. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
4. CONTRACTOR SHALL CONTACT THE COR TO IDENTIFY THE LOCATION OF
UTILITIES PRIOR TO COMMENCEMENT OF WORK.
5. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR
UTILITY CONNECTIONS WITH COR.
6. SEE DETAIL G15 ON DRAWING CU530 FOR TYPICAL PIPE TRENCH DETAIL.
7. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS
UNLESS INDICATED OTHERWISE:
a. WATER: 48 INCHES
b. FIRE PROTECTION: 48 INCHES
c. ELECTRICAL AND COMMUNICATION: 30 INCHES
d. SANITARY SEWER: 36 INCHES
e. ALL OTHER UTILITIES: 36 INCHES
7. FOR CONTINUATION OF UTILITIES INSIDE BUILDING SEE PLUMBING,
ELECTRIC AND FIRE PROTECTION DRAWINGS.
8. FOR ELECTRICAL AND COMMUNICATIONS ROUTING AND DETAILS SEE
ELECTRICAL AND COMMUNICATIONS SITE PLANS.
9. SEE PLUMBING DRAWINGS FOR GRINDER MANHOLE DETAIL.
10. RE-USE OF EXISTING WATER LINE FOR DOMESTIC WATER CONNECTION
SHALL BE INCLUDED AS BID OPTION. CONTRACTOR TO TEST EXISTING LINE
DURING CONSTRUCTION. USE OF LINE SUBJECT TO APPROVAL OF
CONTRACTING OFFICER.
11. CONTRACTOR SHALL COORDINATE GAS SERVICE TO THE CONFINEMENT
FACILITY WITH NEW JERSEY NATURAL GAS (NJNG). CONTRACTOR SHALL
INCLUDE ALL FEES BY NJNG TO DESIGN AND INSTALL GAS SERVICE
FROM CONNECTION POINT TO THE FACILITY.
INSTALL 6" PVC FIRE PROTECTION LINE
FF FIRE PROTECTION LINE
INSTALL 6" PVC FIRE PROTECTION LINE
BID OPTION: UPSIZE TO 8" FROM MAIN TO TEE
CU530
G1
INSTALL 3" NATURAL GAS LINE (SEE NOTE 11)
SEE CG100 FOR
STORM SEWER
INFORMATION
G NATURAL GAS LINE
CU530
G1
SEE ELECTRICAL DRAWINGS
FOR TRANSFORMER AND
ELECTRIC SERVICE
INV @ BLDG
EL 111.75
EXISTING
SANITARY MH
RIM 115.25
INV IN 110.78
INV 110.35 (EXIST)
SAN SANITARY SEWER
PROPOSED 8-BED
CONFINEMENT FACILITY
FFE = 117.00
WATER SERVICE TAPPING
SLEEVE TO CONNECT TO
EXISTING MAIN.
INSTALL PIV
-C
U
0.
dw g
57 LF @ 1.0%
40 LF @ 1.0%
STORM SEWER
SL SL SIGHT LIGHTING (SEE ELECTRICAL DRAWINGS)
COMM COMMUNICATION LINE
(SEE ELECTRICAL DRAWINGS)
HVAC PIPING TRENCH
A1
J17
CU200
SANITARY
SEWER
SEE NOTE 9.
S
FIRE HYDRANT
WATER VALVE
THRUST BLOCK
CU530
A13
G1
CU531
10 A1
CU502
CU530
INSTALL SANITARY MANHOLE
CU500
A10
INSTALL FIRE HYDRANT
INSTALL WATER VALVE
6"x6"x6 TEE
BID OPTION:
8"x6"x6 TEE
PROPOSED 8-BED
CONFINEMENT FACILITY
SEE CG100 FOR
STORM SEWER
INFORMATION
SIGHT LIGHTING AND
ELECTRIC SERVICE. SEE
ELECTRICAL DRAWINGS.
SEE INSET
L1 INSET
SCALE: 1" = 5' 0 5' 10'
N
ELECTRIC CONDUITB13
CU200
ROOF LEADER
ROOF
LEADER, TYP.
SEE NOTE 10
INFILTRATION BASIN
SEE PLUMBING
DRAWINGS.
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ROUND INLET GRATE: 112.29 INV: 105.69 (A) INV: 106.64 (B)
AutoCAD SHX Text
RETENTION BASIN
AutoCAD SHX Text
EDGE OF VEGETATION
AutoCAD SHX Text
METAL STORAGE BOXES
AutoCAD SHX Text
4" WOOD POST
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HHE
AutoCAD SHX Text
2 STORY BRICK BUILDING #2301
AutoCAD SHX Text
GENERATOR ON CONC. PAD
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
CHILLER UNIT ON CONC. PAD
AutoCAD SHX Text
EDGE OF CONC.
AutoCAD SHX Text
10' METAL FENCE
AutoCAD SHX Text
TRANSFORMER ON CONC. PAD
AutoCAD SHX Text
10' METAL FENCE
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
AC ON CONC. PAD
AutoCAD SHX Text
WATER MARK OUT
AutoCAD SHX Text
SANITARY MH RIM: 115.25 INV: 110.35 (A) INV: 110.40 (B)
AutoCAD SHX Text
COMM MARK OUT
AutoCAD SHX Text
ELECTRIC MARK OUT
AutoCAD SHX Text
MW-16
AutoCAD SHX Text
MW-5
AutoCAD SHX Text
MW-6
AutoCAD SHX Text
HHE
AutoCAD SHX Text
VANDENBURG AVENUE
AutoCAD SHX Text
ROOF DRAIN (TYP.)
AutoCAD SHX Text
A INLET GRATE: 111.82 INV: 104.74 (A) INV: 104.78 (B)
AutoCAD SHX Text
TUSKEGEE AIRMEN DRIVE
AutoCAD SHX Text
A INLET GRATE: 116.61 INV: 113.31
AutoCAD SHX Text
A INLET GRATE: 112.65 CENTERLINE ELEV: 104.73
AutoCAD SHX Text
SANITARY MH RIM: 113.15 INV: 102.15 (A) INV: 102.25 (B) INV: 108.65 (C)
AutoCAD SHX Text
SANITARY MH RIM: 113.17 INV: 104.82 (A) INV: INACCESSIBLE
AutoCAD SHX Text
MW-22
AutoCAD SHX Text
MW-19
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ROUND INLET GRATE: 112.98 INV: 108.08
AutoCAD SHX Text
ROUND INLET GRATE: 112.99 INV: 106.1
AutoCAD SHX Text
ELECTRIC MH
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
PARKING STALLS
AutoCAD SHX Text
ROUND INLET GRATE: 116.33 INV: 111.68 (A) INV: 111.98 (B)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
HHC
AutoCAD SHX Text
METAL COVER ON CONCRETE PAD
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
SANITARY MH
AutoCAD SHX Text
BRICK COLUMN (TYP.)
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
SANITARY MH RIM: 115.40 INV: 103.29 (A) INV: 103.29 (B) INV: 103.51 (C)
AutoCAD SHX Text
A INLET GRATE: 115.80 INV: 113.20 (A) INV: 113.25 (B)
AutoCAD SHX Text
A INLET GRATE: 114.31 CHAMBER FLOOR ELEV: 104.46
AutoCAD SHX Text
HHC
AutoCAD SHX Text
SANITARY MH
AutoCAD SHX Text
B INLET GRATE: 116.10
AutoCAD SHX Text
MH UNKNOWN
AutoCAD SHX Text
HHE
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
HHE
AutoCAD SHX Text SANITARY MH RIM: 113.11 INV: 102.41 (A) INV: 102.51 (B) INV: 103.71 (C) INV: 107.96 (D) INV: 109.01 (E)
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
STOP BAR
AutoCAD SHX Text
STOP BAR
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
SINGLE WHITE LINE
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
6" DECIDUOUS TREE (TYP.)
AutoCAD SHX Text
6" DECIDUOUS TREE (TYP.)
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text
24" DECIDUOUS TREE
AutoCAD SHX Text
24" DECIDUOUS TREE
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text
20" DECIDUOUS TREE
AutoCAD SHX Text
24" DECIDUOUS TREE
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text
18" DECIDUOUS TREE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
6" CAST IRON
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" CAST IRON
AutoCAD SHX Text (A)
AutoCAD SHX Text (D)
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (E)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
STORM MH RIM: 116.17 INV: 111.32 (A) INV: 111.52 (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text (B)
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text
24" PVC
AutoCAD SHX Text
ROUND INLET GRATE: 113.17 INV: 107.15 (A) INV: 107.72 (B) INV: 108.12 (C)
AutoCAD SHX Text (C)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
6" CPEP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
12" CPEP
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
4" IRON
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
INV:111.73
AutoCAD SHX Text
INV:112.29
AutoCAD SHX Text
INV:113.15
AutoCAD SHX Text
INV:113.29
AutoCAD SHX Text
INV:113.14
AutoCAD SHX Text
INV:112.80
AutoCAD SHX Text
INV:112.44
AutoCAD SHX Text T-1 X-Cut Set N:437,290.2732 E: 466,355.1133 ELEV: 115.81
AutoCAD SHX Text T-3 Cap and Pin Set N:436,963.3823 E: 466,061.5282 ELEV: 115.49
AutoCAD SHX Text T-4 X-Cut Set N:437,037.9460 E: 466,493.3632 ELEV: 113.92
AutoCAD SHX Text
HHE
AutoCAD SHX Text
HHE
AutoCAD SHX Text
HAND HOLE
AutoCAD SHX Text
ROUND INLET GRATE: 111.20
AutoCAD SHX Text
BENCHMARK #2075 ELEV: 117.95
AutoCAD SHX Text
BENCHMARK #1689 ELEV:117.54
AutoCAD SHX Text
BENCHMARK #2431 ELEV:117.04 XCUT ON FIRE HYDRANT
AutoCAD SHX Text
COMMUNICATION MH
AutoCAD SHX Text
ROOF DRAIN (TYP.)
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
ELECTRIC LINE TERMINUS UNKNOWN
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
8" PEP
AutoCAD SHX Text
4" DECIDUOUS TREE
AutoCAD SHX Text
TERMINUS UNKNOWN
AutoCAD SHX Text
METAL POST
AutoCAD SHX Text
STREET SIGN (TYP.)
AutoCAD SHX Text
VENT (TYP.)
AutoCAD SHX Text D.C.
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text X 115.83
AutoCAD SHX Text X 115.73
AutoCAD SHX Text
115.73 X
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
ASPHALT PATH
AutoCAD SHX Text
6' METAL FENCE
AutoCAD SHX Text
6' METAL FENCE
AutoCAD SHX Text
A INLET GRATE: 112.76 INV: 106.91 (A) INV: 107.06 (B)
AutoCAD SHX Text
ROUND INLET GRATE: 112.29 INV: 105.69 (A) INV: 106.64 (B)
AutoCAD SHX Text
ASPHALT PATH
AutoCAD SHX Text
MW-1S
AutoCAD SHX Text
MW-1D
AutoCAD SHX Text
MW-18
AutoCAD SHX Text
ROUND INLET GRATE: 112.63 INV: 107.13 (A) INV: 107.33 (B) INV: 109.38 (C)
AutoCAD SHX Text
ELECTRIC MH
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
22" DECIDUOUS TREE
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
42" RCP
AutoCAD SHX Text T-3 Cap and Pin Set N:436,963.3823 E: 466,061.5282 ELEV: 115.49
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
GAS VENTS AND TEST STATION
AutoCAD SHX Text
GAS VENTS AND TEST STATION
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
ELECTRIC BOX ON CONC. PAD
TERMINUS UNKNOWN
SCALE N.T.S.
YARD DRAING1
M
IN
IM
U
M P
IP
E
BU
R
IA
L
D
EP
TH
P
ER
P
IP
E
M
AN
U
FA
C
TU
R
ER
R
EC
O M
M
EN
D
AT
IO
N
IN
VE
R T
AC
C
O R
D
IN
G T
O
PL
AN
S/
TA
KE
O
FF
8" - 30"
NOTES:
1. 12" GRATES SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05.
2. DRAINAGE CONNECTION STUB JOINT
TIGHTNESS SHALL CONFORM TO ASTM
D3212 FOR CORRUGATED HDPE, N-12 HP, &
PVC SEWER (4" - 24").
3. 12" GRATES SHALL BE H-20 LOAD RATED.
THE SELECT BACKFILL MATERIAL
SHALL BE GRANULAR MATERIAL
MEETING THE REQUIREMENTS OF
SPECIFICATION SECTION 31 00 00.
VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE, N-12 HP,
PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC
C900/C905, CORRUGATED & RIBBED PVC. SEE NOTE 3
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
SEE NOTE 1
RIM ELEVATION.
SEE SHEET CG100
A A
B
SECTION A-A
SECTION B-B
CURB
4'-0"
2' -0
FRAME, CURB PIECE,
BACK AND GRATE
3'-6"
18"
8"
PAVEMENT / SHOULDER
B
18"
2' -0
2' -0
8"
PLAN
SCALE N.T.S.
TYPE C INLETG9
1. WHEN PIPE CENTERLINE AND DITCH CENTERLINE INTERSECTION IS
APPROX. PERPENDICULAR, EXTEND RIPRAP UP SIDE SLOPE OPPOSITE
PIPE DISCHARGE TO HEIGHT LEVEL WITH TOP OF PIPE.
2. PLACE RIPRAP AT ALL END SECTIONS AND CULVERT HEADWALLS.
NOTES:
8"
PI
PE
O D
LOCATION PT AND
INVERT ELEVATION
CL PIPE
FABRIC FILTER GEOTEXTILE
PRECAST OR CAST
IN PLACE TOE WALL
3,500 PSI CONC. MIN.
FINAL GRADE
PLAN
SECTION A-A
RCP FLARED
END SECTION
#5 @ 12" E.W.
CL PIPE
G
A A
FRONT ELEVATION
F T
B
LOCATION PT AND
INVERT ELEVATION T A
E
T
T
T
C
PIPE DIA T
DIMENSIONS (INCHES)
A B
C E
98 1/4
F
G
36"
4"
G
8" 2 1/2 9 27 46 73 36 24"
SCALE N.T.S.
FLARED END SECTIONA1
TOP BASIN EL 116.22
WQDS EL 112.64
5.0' TOP OF BERM
12" THICK RIPRAP
LINED 8' WIDE
EMERGENCY SPILLWAY
UNCOMPACTED
SUBGRADE
BOTTOM OF BASIN
EL 112.00
G15
2-YR EL 113.34
GWR EL 113.80
10-YR EL 114.10
100-YR EL 115.06
TOP OF
SPILLWAY
EL 115.10
PARKING LOT
EXISTING
GRADE
6" SAND LAYER: 15% FINES
MIN PERMEABILITY RATE 20 IN/HR
SCALE N.T.S.
INFILTRATION BASINA10
3:1 (H:V INTERIOR
BASIN SLOPE
12" THICK, REINFORCED
CONCRETE CUTOFF WALL
RIPRAP SPILLWAY
4'
MAXIMUM 3:1 (H:V)
SIDE SLOPE
EMBANKMENT
CREST
ROCK RIPRAP
CONCRETE CUTOFF
WALL
EMERGENCY SPILLWAY EL= 115.10
EL = 116.22
8'
5' (M
IN
M
IN
#5 BARS
SECTION B-B
B
B
GEOTEXTILE
FABRIC
SCALE N.T.S.
EMERGENCY SPILLWAYG15
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
NOTE
1. INLET SHALL CONFORM TO NJDOT TYPE C
STANDARD DETAIL.
2. FRAME, GRATE AND CURB PIECE SHALL CONFORM
TO NJDOT TYPE C STANDARD DETAIL.
3. ALTERNATE VERTICAL JOINTS OF BRICK OR BLOCK
IN THE FIVE LOWER COURSES SHALL BE LEFT
OPEN. WHEN CONSTRUCTED OF CONCRETE A
LEACHING BASIN 18" x 18" x 2'-0" DEEP OF COARSE
AGGREGATE #57 SHALL BE CONSTRUCTED.
4. THIS DETAILS IS FOR DIMENSIONAL PURPOSES
ONLY.
3' -0
12"
GEOTEXTILE
FABRIC
46215
CG500
H11
CG500
H11
POLYPROPYLENE
MANHOLE STEP, 12" OC
MAX. STEP SHALL BE
ALIGNED VERTICALLY
D
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B
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VARIABLE
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113.0
113.5
114.0
114.5
5.5
116.0
116.5
117.0
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8.
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6.
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4.
4.
6.5…
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