P440-1758378_P441-1758380_RECRUIT BARRACKS_REVISION 3.pdf
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- Attached to
- DESIGN-BID-BUILD, FOR THE P440 & 441 RECRUIT BARRACKS, MCRD PARRIS ISLAND, SOUTH CAROLINA
- Solicitation number
- N4008525R2510
About this file
This document is a proposed amendment (P440-1758378 and P441-1758380) for the Recruit Barracks project at Marine Corps Recruit Depot Parris Island, South Carolina. The amendment details numerous revisions to 67 NAVFAC drawing numbers across multiple sections, including changes to site grading, pavement details, building entry walks, door hardware, and interior partition specifications. Key modifications include adjustments to drainage systems, pop-up drain emitters, pavement edge filter trenches, and revisions to door hardware sets and partition types.
The associated federal contract opportunity (Solicitation No. N4008525R2510) is a design-bid-build project to construct two new recruit barracks supporting combined male and female recruit training. The project aims to provide open squad bay billeting and administrative spaces for recruits and permanent party personnel, integrating the new facilities into the installation's master plan. The project is being executed by the Department of the Navy Naval Facilities Engineering Command, with the goal of enhancing recruit training infrastructure at the Marine Corps Recruit Depot Parris Island.
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Text version
N40085-24-R-2510
NAVFAC
WORK ORDER NUMBER
1758378/1758380
PROPOSED AMENDMENT
P440 & P441 RECRUIT BARRACKS
MARINE CORP RECRUIT DEPOT
PARRIS ISLAND, SOUTH CAROLINA
CONTINUATION SHEET
DOCUMENT 00 01 15 LIST OF DRAWINGS
1.2 CONTRACT DRAWINGS
NAVFAC Drawing Numbers 12913750, 12913755, 12913756, 12913757, 12913763, 12913775, 12913778, 12913802, 12913891, 12913892, 12913915, 12913916, 12913917, 12913918, 12913919, 12913920, 12913922, 12913923, 12913929, 12913939, 12913945, 12913951, 12914247, 12914252, 12914254, 12914261, 12914264, 12914271, 12914306, 12914307, 12914308, 12914309, 12914310, 12914311, 12914312, 12914313, 12914314, 12914325, 12914326, 12914327, 12914328, 12914329, 12914330, 12914331, 12914332, 12914333, 12914334, 12914335, 12914336, 12914337, 12914338, 12914339, 12914374, 12914375, 12914398, 12914399, 12914400, 12914401, 12914402, 12914403, 12914405, 12914406, 12914412, 12914422, 12914428, and 12914434 are revised as of June 23, 2025.
These revised drawings accompany this amendment.
P440 Recruit Barracks (WON: 1758378)
On NAVFAC Dwg. No. 12913750 (CS101)
Work Keynotes
1. Revised detail references for Keynote 29.
2. Revised Keynote 32.
3. Revised detail reference for Keynote 35.
On NAVFAC Dwg. No. 12913755 (CS501)
Drawings
1. Revised detail labels D4, C3 and B3 to include ‘OPTION”
On NAVFAC Dwg. No. 12913756 (CS502)
Drawings
1. Added detail D3 “RINSING STATION OUTLET PIPE BEDDING”
On NAVFAC Dwg. No. 12913757 (CS503)
2. Revised detail D1 “PAVEMENT EDGE FILTER TRENCH”
On NAVFAC Dwg. No. 12913763 (CG111)
1. Revised site grading for the uniform rinsing station and surrounding area.
2. Added 6” PVC pipe for edge trench and provided pop-up drain outlet location.
3. Revised site grading for parking areas along Tenaru Pl.
Work Keynotes
1. Added Keynote 6 “POP UP DRAIN EMITTER RIM = 10.20. SEE DETAIL A4/CG507”.
On NAVFAC Dwg. No. 12913775 (CG507)
Drawings
1. Added detail A4 “POP UP DRAINAGE EMITTER”
On NAVFAC Dwg. No. 12913778 (CG510)
Drawings
1. Added 2” TOP SOIL to detail A3.
On NAVFAC Dwg. No. 12913802 (LP101)
Drawings
1. Revised Structural Topsoil media note in the sheet Legend
2. Removed “Sod with ESCS structural topsoil” callout at the Troop Formation Pad
3. Changed “Key Plan” to “Keynotes”
On NAVFAC Dwg. No. 12913891(AE104.1)
Keynotes
1. Deleted Keynote 7.
On NAVFAC Dwg. No. 12913892(AE104.2)
1. Deleted Keynote 7.
On NAVFAC Dwg. No. 12913915(AE300)
1. Deleted Keynote 23.
On NAVFAC Dwg. No. 12913916(AE301)
Keynotes
1. Deleted Keynote 20.
On NAVFAC Dwg. No. 12913917(AE302)
Keynotes
1. Deleted Keynote 21.
On NAVFAC Dwg. No. 12913918(AE303)
Keynotes
1. Revised Keynote 22.
On NAVFAC Dwg. No. 12913919(AE304)
Keynotes
1. Revised Keynote 22.
On NAVFAC Dwg. No. 12913920(AE305)
Keynotes
1. Revised Keynote 22.
On NAVFAC Dwg. No. 12913922(AE401)
Enlarged Plan – DI Hut
2. Added partition tags to A1/AE401.
On NAVFAC Dwg. No. 12913923(AE402)
Enlarged Plan – Toilet/Shower/Mechanical Area
1. Added partition tags to A1/AE402.
On NAVFAC Dwg. No. 12913929(AE408)
Enlarged Exterior Stair Plan
1. Added Text Note on Enlarged Plan noting active and inactive leaf.
2. Revised Note 10 from: “DOOR AS SCHEDULED.” to “DOOR AS SCHEDULED. PROVIDE
EXIT DEVICE ON ACTIVE LEAF ONLY. LOCK INACTIVE LEAF DURING HIGH HEAT
CONDITIONS DUE TO FIRE. PROVIDE STRIKES FOR FLUSH BOLTS FOR INACTIVE
LEAF.
On NAVFAC Dwg. No. 12913939(AE500)
Interior Partition Types and Schedules
1. Added note to Partition Type D2.
On NAVFAC Dwg. No. 12913945(AE506)
Drawings
1. Revised note at Drawing C1/AE506
2. Revised note at Drawing A1/AE506
On NAVFAC Dwg. No. 12913951(AE600)
Door Schedule
1. Door 105A – Revised from “Hardware Set 2” to “Hardware Set 18”
2. Door 105A - Added Door Schedule Remark Note 9
Door Schedule Remarks:
1. Added Note 9: “PROVIDE EXIT DEVICE ON ACTIVE LEAF ONLY. LOCK INACTIVE
LEAF DURING HIGH HEAT CONDITIONS DUE TO FIRE. PROVIDE STRIKES FOR
FLUSH BOLTS FOR INACTIVE LEAF.”
P441 Recruit Barracks (WON: 1758380)
On NAVFAC Dwg. No. 12914247 (CS101)
Drawings
1. Revised length of pavement edge filter trench
2. Revised limits of pervious pavement to only be above the underground stormwater detention system. All other parking revised to heavy duty concrete pavement.
Work Keynotes
1. Revised detail references for Keynote 15.
2. Revised detail reference for Keynote 2.
3. Removed Keynote 33.
On NAVFAC Dwg. No. 12914252 (CS501)
1. Added detail A3 “RINSING STATION OUTLET PIPE BEDDING”
2. Removed detail B3.
3. Revised detail label for detail D4.
On NAVFAC Dwg. No. 12914254 (CS503)
1. Revised detail C1 “PAVEMENT EDGE FILTER TRENCH”
On NAVFAC Dwg. No. 12914261 (CG111)
1. Revised site grading for the uniform rinsing station and surrounding area.
2. Added 6” PVC pipe for edge trench and provided pop-up drain outlet location.
3. Revised site grading around storm inlet D1.
Work Keynotes
2. Added Keynote 5 “POP UP DRAIN EMITTER RIM = 8.75. SEE DETAIL A4/CG505”.
On NAVFAC Dwg. No. 12914264 (CG202)
Drawings
1. Revised profile C3
On NAVFAC Dwg. No. 12914271 (CG505)
Drawings
2. Added detail A4 “POP UP DRAINAGE EMITTER”
On NAVFAC Dwg. No. 12914306 (SB100)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914307 (SB100.1)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914308 (SB100.2)
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914309 (SB101)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914310 (SB101.1)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914311 (SB101.2)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914312 (SB102)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914313 (SB102.1)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914314 (SB102.2)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914325 (SF101)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914326 (SF101.1)
On NAVFAC Dwg. No. 12914327 (SF101.2)
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914328 (SF102)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914329 (SF102.1)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914330 (SF102.2)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914331 (SF103)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914332 (SF103.1)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914333 (SF103.2)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914334 (SF104)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914335 (SF104.1)
On NAVFAC Dwg. No. 12914336 (SF104.2)
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914337 (SF105)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914338 (SF105.1)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914339 (SF105.2)
General Notes
1. Revised General Note 2.
On NAVFAC Dwg. No. 12914374(AE104.1)
Keynotes
1. Deleted Keynote 7.
On NAVFAC Dwg. No. 12914375(AE104.2)
Keynotes
1. Deleted Keynote 7.
On NAVFAC Dwg. No. 12914398(AE300)
Keynotes
1. Deleted Keynote 23.
On NAVFAC Dwg. No. 12914399(AE301)
Keynotes
1. Deleted Keynote 20.
On NAVFAC Dwg. No. 12914400(AE302)
1. Deleted Keynote 21.
On NAVFAC Dwg. No. 12914401(AE303)
1. Revised Keynote 22.
On NAVFAC Dwg. No. 12914402(AE304)
Keynotes
1. Revised Keynote 22.
On NAVFAC Dwg. No. 12914403AE305)
Keynotes
1. Revised Keynote 22.
On NAVFAC Dwg. No. 12914405(AE401)
Enlarged Plan – DI Hut
1. Added partition tags to A1/AE401.
2. Modified wall partition around PLT STOR to be a 1 HR partition.
On NAVFAC Dwg. No. 12914406 (AE402)
Enlarged Plan – Toilet/Shower/Mechanical Area
1. Added partition tags to A1/AE402.
On NAVFAC Dwg. No. 12914412 (AE408)
Enlarged Exterior Stair Plan
1. Added Text Note on Enlarged Plan noting active and inactive leaf.
2. Revised Note 10 from: “DOOR AS SCHEDULED.” to “DOOR AS SCHEDULED. PROVIDE
EXIT DEVICE ON ACTIVE LEAF ONLY. LOCK INACTIVE LEAF DURING HIGH HEAT
CONDITIONS DUE TO FIRE. PROVIDE STRIKES FOR FLUSH BOLTS FOR INACTIVE
LEAF.
On NAVFAC Dwg. No. 12914422(AE500)
Interior Partition Types and Schedules
1. Added note to Partition Type D2.
2. Added Fire Rating and UL to D4.
3. Modified Type mark C3 to C7.
4. Added Partitions C4 & C8.
5. Added Fire rating to Partition Type A6.
On NAVFAC Dwg. No. 12914428(AE506)
Drawings
1. Revised note at Drawing C1/AE506
2. Revised note at Drawing A1/AE506
On NAVFAC Dwg. No. 12914434(AE600)
Door Schedule
1. Door 105A – Revised from “Hardware Set 2” to “Hardware Set 18”
2. Door 105A - Added Door Schedule Remark Note 9
Door Schedule Remarks:
1. Added Note 9: “PROVIDE EXIT DEVICE ON ACTIVE LEAF ONLY. LOCK INACTIVE
LEAF DURING HIGH HEAT CONDITIONS DUE TO FIRE. PROVIDE STRIKES FOR
FLUSH BOLTS FOR INACTIVE LEAF.”
SPECIFICATIONS VOLUME I OF II
Section 08 71 00 DOOR HARDWARE
Amendment:
1. Removed Door 105A from Door Hardware Set 02 for P440 and P441 Hardware Sets.
2. Added Door Hardware Set 18 to P440 and P441 Hardware Sets.
This revised specification section accompanies this amendment.
Section 32 92 19 SEEDING
Amendment: Part 2.2.4 Composition, Removed “Type 3 – ESCS Structural Topsoil chart” from specification.
Amendment: Part 2.4.6, Removed “ESCS Structural Soil (Expanded Shale, Clay, and Slate” and the written description from specification.
This revised specification section accompanies this amendment.
WAKE BLVD.
TE
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TINIAN ST.
OHE
O H
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S S
S S
S S
O H
E O
H E
O H
E
OHE OHE OHE OHE
O
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OHE OHE
WAKE BLVD.
16.00'
16.00'
48.00'
32.00'
16.00'
100.00'
16.00'
8.00'
34.25'
0+
1+
2+
103+00 10 4+
5+
6+
6+
BP : 100+00.00
EP : 106+68.45
PC : 102+57.31
P C
: 1
+7 9.7
P T
: 1
+8 8.7
PT : 104+11.15
G O
V
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ONLY
BUSES
ONLY
BUSES
RECRUIT BARRACKS
P440
G O
V
EV
G O
V
EV
G O
V
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R30.00'
R25.00'
R5.00'
S5 0°
' 5
7.2 8"
E
0.0 0'
+0
+0
+0
+0
+0
+0
BP : 1000+00.00
A1
CC16
13 14
B/L BUS
19 4
21 21
CC6
12.34' 28
16.00'
16.00'
33.00'
R3.50'
R3.50'
22.00'
22.00'
22.00'
33.00'
24 24
32.00'
BC1
BC2
BC3
TYP OF 3
TYP OF 3
TYP OF 8
TYP OF 2
TYP OF 6
TYP OF 7
TYP OF 7
TYP OF 5
TYP OF 7
52.00' TYP.
TYP OF 2
35.00°
4 5
23TYP OF 2
18.92'
N
TYP OF 2
TYP OF 2
32.00'
6.00'
9.5
100.00'
20.50'
4.50'
16.00'
12.67'
16.00'
16.00'
34.25'
94.47'
15.00'
16.0'
6.00'
26.00'
20.00'
6.50'
10.50'
82.00'
26.00'
16.00'16.00'
16.00'
32.00'
16.00'
59.00'
58.00'
59.00'
59.00'
42.50' 42.00' 42.50'
32.00' 69.00'
16.00'
16.00'
10.00'10.00'
32.00'
400.89'
160.00'
20.50'
179.50'
38.00' 38.00'
87.00'
15.00'
.3
7'
31.5'
BUILDING GRID LINE
COORDINATE TABLE
POINT #
NORTHING
182134.2624
182018.8433
181965.0795
181932.1386
181958.9806
181934.2097
EASTING
2091299.6073
2091651.1307
2091606.6622
2091526.8602
2091549.0614
2091579.0101
DESCRIPTION
A1
CC16
CC6
BC1
BC2
BC3
KEYNOTES
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A
B
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1 2 3 4 5
1 2 3 4 5
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B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CS101
GENERAL SHEET NOTES
GRAPHIC SCALE
A. REFER TO C-001 FOR PAVEMENT HATCH AND SURFACE TREATMENT
LEGEND.
B. REFER TO CP SERIES SHEETS FOR PAVEMENT MARKING PLAN.
C. REFER TO CS401 FOR CONCRETE JOINTING PLAN.
D. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR BASE BID OF
TROOP FORMATION AREA.
MATCH LINE SHEET CS102
1. ASPHALT PAVEMENT, DETAIL CS501/D2.
2. SOD TROOP FORMATION AREA, SEE LANDSCAPE ARCHITECTURE PLANS.
3. HEAVY DUTY CONCRETE PAVEMENT, DETAIL CS501/C4.
4. 6-INCH HIGH CONCRETE CURB, DETAIL CS502/B1.
5. CONCRETE SIDEWALK, DETAIL CS503/C4.
6. DUMPSTER PAD WITH BRICK ENCLOSURE. SEE LANDSCAPE ARCHITECTURE
PLANS.
7. ELEVATED EQUIPMENT PAD, SEE STRUCTURAL PLANS.
8. BRICK MECHANICAL ENCLOSURE, SEE STRUCTURAL PLANS.
9. ALUMINUM SCREEN PANEL SWING GATE, SEE LANDSCAPE ARCHITECTURE
PLANS.
10. TRAINING/EXERCISE SAND PIT, DETAIL CS503/A1.
11. BUILDING ENTRY WALK TREATMENT, DETAIL CS501/A4.
12. LIGHT POLE TYP., SEE ELECTRICAL PLANS.
13. UNIFORM RINSING STATION, SEE LANDSCAPE ARCHITECTURE PLANS.
14. UNIFORM DRYING RACK, SEE LANDSCAPE ARCHITECTURE PLANS.
15. PERMANENT BOLLARD TYP., DETAIL CS503/D4.
16. CURB NOSE DOWN, DETAIL CS502/C3.
17. DRIVEWAY APRON, DETAIL CS502/D5.
18. ACCESSABLE RAMP - CURVED, DETAIL CS502/B2.
19. ACCESSABLE RAMP - STRAIGHT, DETAIL CS503/B2.
20. PEDESTAL FOR GOVERNMENT ELECTRIC VEHICLE CHARGING STATION.
21. FLUSH CONCRETE CURB, DETAIL CS502/D1.
22. ASPHALT PAVEMENT CONNECTION, DETAIL CS501/D1.
23. REMOVABLE BOLLARD TYP., DETAIL CS503/D2.
24. REMOVABLE BOLLARD STORAGE TYP., DETAIL CS503/D3.
25. CONCRETE VALLEY GUTTER, DETAIL CS502/A1.
26. CONCRETE REINFORCED PAD, DETAIL CS501/B4
27. CONCRETE CURB AND GUTTER, DETAIL CS502/A2.
28. SEE LANDSCAPE ARCHITECTURE PLANS FOR MAIN ENTRANCE WALKWAY.
29. PAVEMENT EDGE FILTER TRENCH, DETAIL CS502/D3 & CS503/D1
30. STONE MULCH, SEE LANDSCAPE ARCHITECTURE PLANS
31. LIMITS OF MODULAR UNDERGROUND SWM SYSTEM, SEE DRAINAGE PLANS
32. PERVIOUS CONCRETE, DETAIL CS501/D4 - OPTION
33. ASPHALT PAVEMENT, DETAIL CS501/D2 - OPTION
34. FLUSH CONCRETE CURB, DETAIL CS502/D1 - OPTION.
35. PERVIOUS CONCRETE, DETAIL CS501/B3 - OPTION.
36. ASPHALT PAVEMENT ABOVE MODULAR UNDERGROUND SWM SYSTEM,
DETAIL CS501/C3 - OPTION
37. REMOVABLE BOLLARD TYP., DETAIL CS503/C2 - OPTION.
38. REMOVABLE BOLLARD STORAGE TYP., DETAIL CS503/C3 - OPTION.
39. CONCRETE SIDEWALK, DETAIL CS503/C4 - OPTION
* GRID INTERSECTION REFER TO STRUCTURAL PLANS
** COORDINATES FOR BUILDING CORNERS
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10/22/2024
CJC/MDM
EJA
HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
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AutoCAD SHX Text
BLDG 7022
AutoCAD SHX Text
"115 TENARU PL."
AutoCAD SHX Text
DOORS
AutoCAD SHX Text
3 STY. BRICK
AutoCAD SHX Text
B/L BUS ROAD
AutoCAD SHX Text
B/L TENARU PL
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
LJM
AutoCAD SHX Text
RCM
AutoCAD SHX Text
MAC
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12913750
AutoCAD SHX Text
AutoCAD SHX Text
DLB
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
D
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CS501
PAVEMENT PATCH - PIPEA4PAVEMENT PATCH - DUCTBANKA1
HEAVY DUTY - CONCRETE PAVEMENTC4
UNDERGROUND SWM SYSTEM - OPTIOND4ASPHALT PAVEMENT CONNECTION, TYP.D1
UNDERGROUND SWM SYSTEM - OPTIONC3
CONTRACTION JOINT (CJ)B2
DOWELED CONSTRUCTION JOINT (DCJ)C1
PERVIOUS CONCRETE PAVEMENT - OPTIONB3PERVIOUS CONCRETE CONTRACTION JOINT (PCCJ)B1 REINFORCED CONCRETE PAVEMENT PANEL (R)B4
THICKENED EDGE (TE)D3
& EXPANSION JOINT (EJ)C2
CG508
A2
JOINT SEALANT DETAILSA2
PAVEMENT
SURFACE
PAVEMENT
SURFACE
POURED
JOINT
SEALER
POURED
JOINT
SEALER
POURED
JOINT
SEALER
W W W
D T
CRACK
INITIAL SAWCUT
(1/8") OR INSERT
D D
JOINT
BOTTOM
BUTT
JOINT
CONTRACTION
JOINT
CONSTRUCTION
JOINT
EXPANSION
JOINT
BACKER
MATERIAL
BACKER
MATERIAL
BACKER
MATERIAL
JOINT
FILLER
CS501
A2
CS501
A2
THICKENED EDGE EXPANSION JOINT (TEJ)
PERVIOUS CONCRETE PAVEMENT ABOVE MODULAR
ASPHALT PAVEMENT ABOVE MODULAR
ASPHALT PAVEMENTD2
BUILDING ENTRY WALK TREATMENTA3
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Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
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AutoCAD SHX Text
SITE DETAILS
AutoCAD SHX Text
LJM
AutoCAD SHX Text
RCM
AutoCAD SHX Text
MAC
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12913755
AutoCAD SHX Text
AutoCAD SHX Text
DLB
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
TRENCH WIDTH
AutoCAD SHX Text
COMPACTED BACKFILL OR AGGREGATE PER SCDOT / UTILITY BEDDING REQUIREMENTS
AutoCAD SHX Text
SAW CUT PAVEMENT EDGE
AutoCAD SHX Text
EXIST. PAVEMENT
AutoCAD SHX Text
TACK COAT @ 0.05 GAL/SY
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
AASHTO NO. 57 STONE THICKNESS VARIES
AutoCAD SHX Text
SAW CUT PAVEMENT EDGE
AutoCAD SHX Text
EXIST. PAVEMENT
AutoCAD SHX Text
2" HMA TYPE C SURFACE COURSE 3" HMA TYPE C INTERMEDIATE COURSE PG BINDER 64-22
AutoCAD SHX Text
TACK COAT @ 0.05 GAL/SY
AutoCAD SHX Text
12" SCDOT OGS AGGREGATE SUBBASE COURSE
AutoCAD SHX Text
UNDISTURBED EARTH OR COMPACTED FILL
AutoCAD SHX Text
3" WIDE YELLOW UTILITY WARNING TAPE
AutoCAD SHX Text
MIN. 3" SPACING BETWEEN
AutoCAD SHX Text
CONDUITS AND MIN. 3" CONCRETE
AutoCAD SHX Text
COVER ALL AROUND CONDUITS
AutoCAD SHX Text CONCRETE STRENGTH fc' = 3,000 PSI
AutoCAD SHX Text
12" SCDOT OGS AGGREGATE SUBBASE COURSE
AutoCAD SHX Text
REFER TO ELECTRICAL DRAWINGS FOR DUCTBANK DIMENSIONS
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
7" PORTLAND CEMENT CONCRETE
AutoCAD SHX Text
3" WIDE UTILITY WARNING TAPE
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
SAW CUT PAVEMENT EDGE
AutoCAD SHX Text
EXIST. PAVEMENT
AutoCAD SHX Text
PRIME COAT @ 0.3 GAL/SY
AutoCAD SHX Text
PROPOSED SURFACE COURSE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
TACK COAT @ 0.05 GAL/SY
AutoCAD SHX Text
2" HMA TYPE C SURFACE COURSE
AutoCAD SHX Text
3" HMA TYPE C INTERMEDIATE COURSE PG 64-22
AutoCAD SHX Text
12" MIN ASTM NO. 57 STONE STORAGE COURSE
AutoCAD SHX Text VARIABLE DEPTH AS NEEDED TO MEET FINISHED GRADE, HMA TYPE C AGGREGATE BASE COURSE
AutoCAD SHX Text
AASHTO CLASS 1 STABILIZATION GEOTEXTILE (ELONGATION <50%)
AutoCAD SHX Text MODULAR UNDERGROUND STORMWATER DETTENTION SYSTEM WRAPPED WITH NON-WOVEN GEOTEXTILE
AutoCAD SHX Text
COMPACTED SATISFACTORY FILL/ APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED
AutoCAD SHX Text
6" GRADED AGGREGATE BASE COURSE
AutoCAD SHX Text
12" SELECT MATERIAL SUBBASE 95% COMPACTION
AutoCAD SHX Text
FIRST SLAB
AutoCAD SHX Text
SECOND SLAB
AutoCAD SHX Text
BASE COURSE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
2" HMA TYPE C SURFACE COURSE 3" HMA TYPE C INTERMEDIATE COURSE PG BINDER 64-22
AutoCAD SHX Text
PRIME COAT @ 0.3 GAL/SY
AutoCAD SHX Text
AASHTO CLASS 2 SUBSURFACE DRAINAGE GEOTEXTILE (ELONGATION <50%)
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PERVIOUS CONCRETE
AutoCAD SHX Text
6X6-W4.0X4.0 WELDED WIRE FABRIC SHEETS
AutoCAD SHX Text NOTE: ODD SHAPED SLABS THAT REQUIRE REINFORCEMENT ARE DENOTED ON THE PLAN SHEETS WITH R.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
(3" MIN)
AutoCAD SHX Text
5' MIN.
AutoCAD SHX Text H
AutoCAD SHX Text
PERFORMED EXPANSION JOINT MATERIAL
AutoCAD SHX Text
EXISTING SLAB
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text H/2
AutoCAD SHX Text L/2
AutoCAD SHX Text L
AutoCAD SHX Text
SEE SAWED TRANSVERSE
AutoCAD SHX Text
OR LONGITUDINAL
AutoCAD SHX Text
CONTRACTION JOINT
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
PAINT AND COAT ONE HALF
AutoCAD SHX Text
OF EACH DOWEL WITH OIL
AutoCAD SHX Text
0.75" DOWELS, 16" LONG, SPACED AT 12" O.C.
AutoCAD SHX Text
USE SMOOTH BAR FOR CONSTRUCTION JOINT.
AutoCAD SHX Text
NTS
AutoCAD SHX Text DIMENSIONS: W = WIDTH OF SEALANT RESERVOIR (3/4") D = DEPTH OF SEALANT (1.0 TO 1.5 x W) T = DEPTH OF INITIAL SAWCUT (2-1/4") NOTE: TOP OF SEALANT MUST BE 1/8" TO 1/4" BELOW THE TOP OF PAVEMENT.
AutoCAD SHX Text
AASHTO CLASS 2 SUBSURFACE DRAINAGE GEOTEXTILE (ELONGATION <50%)
AutoCAD SHX Text
GEOGRID PLACED 12" ABOVE DETENTION SYSTEM
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE AROUND AGGREGATE BASE COURSE LAYER
AutoCAD SHX Text
TACK COAT @ 0.05 GAL/SY
AutoCAD SHX Text
2" HMA TYPE C SURFACE COURSE
AutoCAD SHX Text
3" HMA TYPE C INTERMEDIATE COURSE PG BINDER 64-22
AutoCAD SHX Text
12" SELECT MATERIAL SUBBASE 95% COMPACTION
AutoCAD SHX Text
AASHTO CLASS 1 STABILIZATION GEOTEXTILE (ELONGATION <50%)
AutoCAD SHX Text
8" HMA TYPE C AGGREGATE BASE COURSE
AutoCAD SHX Text
COMPACTED SATISFACTORY FILL/ APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED
AutoCAD SHX Text
PRIME COAT @ 0.3 GAL/SY
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
CS101
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
CENTER SAWCUT PANEL WITH ENTRY STAIR
AutoCAD SHX Text
SAWCUT DIMENSIONS: WIDTH 1" DEPTH 1 1/2" SPACING 4" OC
AutoCAD SHX Text
STAIRWAY BASE
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
WRAPPED WITH NON-WOVEN GEOTEXTILE
AutoCAD SHX Text
GEOGRID PLACED 12" ABOVE DETENTION SYSTEM
AutoCAD SHX Text
AutoCAD SHX Text
2.0% SLOPE MAX.
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CONCRETE EDGE AT TURF / LANDSCAPEA3
ACCESSIBLE RAMP - CURVEDB2CONCRETE CURBB1
CASE 1
CASE 2
FLUSH CURB DETAILD1
CONCRETE VALLEY GUTTER DETAILA1
CONCRETE CURB WIPE DOWND2
CURB NOSE DOWNC3
PAVEMENT HEEL-IN DETAILB3
CONCRETE CURB AND GUTTERA2 WHEEL STOP DETAILA4
DRIVE APRON DETAILC4
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Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
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RINSING STATION OUTLET PIPE BEDDINGD3
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AutoCAD SHX Text SAWCUT LINES PARALLEL TO CURB FOR FULL LENGTH OF HANDICAP RAMP SAWCUT WIDTH ", "DEPTH, 2" SPACING 14", "DEPTH, 2" SPACING 12"DEPTH, 2" SPACING PAINT: 2' WIDE BAND ADJACENT TO CURB, YELLOW SLIP RESISTANT PAINT
AutoCAD SHX Text
6" CURB TRANSITION TO FLUSH, TYP
AutoCAD SHX Text 5"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 5-5/8"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 12"
AutoCAD SHX Text
3/4" TO 1"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 1"
AutoCAD SHX Text 12"
AutoCAD SHX Text
ADHESIVE PER MANUFACTURER
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
3/4" REINFORCING BAR
AutoCAD SHX Text
FLUSH WITH TOP OF CONCRETE
AutoCAD SHX Text
TOP OF REINFORCING BAR
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
2 #4 BARS
AutoCAD SHX Text
HOLE
AutoCAD SHX Text
7/8" DIA
AutoCAD SHX Text 5"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 5-5/8"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 1"
AutoCAD SHX Text
EMBEDDED 18" INTO
AutoCAD SHX Text NOTE: WHEEL STOP SHOULD BE CENTERED IN THE PARKING SPACE, 18" FROM THE EDGE OF PAVEMENT TO THE CENTER OF WHEEL STOP.
AutoCAD SHX Text
PRECAST CONCRETE NOT FOR USE ON PERVIOUS CONCRETE
AutoCAD SHX Text
COMPOSITE
AutoCAD SHX Text
6" CURB TRANSITION TO FLUSH, TYP
AutoCAD SHX Text SAWCUT LINES PARALLEL TO ROADWAY FOR FULL LENGTH OF ACCESSIBLE RAMP SPACED AT 2" PAINTED: YELLOW SLIP RESISTANT PAINT
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE ALONG SIDES AND BOTTOM ONLY
AutoCAD SHX Text
18" #57 STONE
AutoCAD SHX Text
4" TOP SOIL OR 6" CONCRETE SIDEWALK
AutoCAD SHX Text
6" PVC PERFORATEDPIPE @ 0%
AutoCAD SHX Text
INV. = 8.00
AutoCAD SHX Text
SITE DETAILS
AutoCAD SHX Text
LJM
AutoCAD SHX Text
RCM
AutoCAD SHX Text
MAC
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12913756
AutoCAD SHX Text
AutoCAD SHX Text
DLB
AutoCAD SHX Text
CONC. PVMT,/SDWK.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
34" CHAMFER TYPICAL
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
NTS
AutoCAD SHX Text 1":1'
AutoCAD SHX Text
NTS
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
CONC. PVMT,/SDWK.
AutoCAD SHX Text
34" CHAMFER TYPICAL
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text 1"R
AutoCAD SHX Text 2"R
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
SEE PAVEMENT DETAIL
AutoCAD SHX Text CONCRETE fc' = 3,500 PSI
AutoCAD SHX Text
AGGREGATE SUBBASE COURSE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
** PAVEMENT SLOPE VARIES PER PLAN
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE STRENGTH = 3,500 PSI MIN.
AutoCAD SHX Text
TACK COAT @ 0.05 GAL/SY ADJACENT TO ASPHALT
AutoCAD SHX Text
PAVEMENT PER PLAN
AutoCAD SHX Text
PAVEMENT PER PLAN
AutoCAD SHX Text
MIN. 6" THICK STONE BASE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
TOP OF PAVEMENT
AutoCAD SHX Text 3" R
AutoCAD SHX Text 6" R
AutoCAD SHX Text
CURB
AutoCAD SHX Text
EXIST. ASPHALT PAVEMENT
AutoCAD SHX Text
AREA OF HEEL-IN TO BE NOTCHED INTO EXISTING ASPHALT PAVEMENT
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
NTS
AutoCAD SHX Text WIDTH W LOCATION LOCATION 6" CURB AT DRIVEWAY ENTRANCE CURB AT DRIVEWAY ENTRANCE 12" BUS ROAD TROOP FORMATION PAVEMENTBUS ROAD TROOP FORMATION PAVEMENT
AutoCAD SHX Text
FLUSH CONCRETE CURB
AutoCAD SHX Text
NTS
AutoCAD SHX Text
TOP OF PAVEMENT
AutoCAD SHX Text
NTS
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
** PAVEMENT SLOPE VARIES PER PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text ALL EXPANSION JOINTS MUST BE CONSTRUCTED WITH " PREMOLDED 12" PREMOLDED EXPANSION JOINT MATERIAL WITH SILICONE JOINT SEALANT. PROVIDE 3 INCH GAP FROM END OF REBAR TO TRANSVERSE JOINT. PROVIDE EXPANSION JOINT AT MAXIMUM SPACING OF 20 FEET. CONCRETE STRENGTH = 3,500 PSI MIN.
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
TACK COAT @ 0.05 GAL/SY
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
AGGREGATE SUBBASE COURSE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
U D
U D
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A2
CS503
B1
CS503
SLOPE PER
GRADING PLAN
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CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CS503
TRAINING / EXERCISE SAND PITA1
TYP. SECTION (AT BUILDING)
CONCRETE SIDEWALK JOINTING DETAILA3
REINFORCED CONCRETE PAD DETAILB4
BOLLARD - REMOVABLED2 REMOVABLE BOLLARD RACK STORAGE UNITD3
6" BOLLARD - PERMANENTD4
TRAINING / EXERCISE SAND PIT SECTION B - B B1
CONCRETE SIDEWALK/PAD DETAILC4
PAVEMENT EDGE FILTER TRENCHD1
SCALE:NTS
TRAINING / EXERCISE
SAND PIT SECTION A-A A2
ACCESSIBLE RAMP - STRAIGHTB2
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MCRDPI, via Email.
M
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AutoCAD SHX Text
LOCK HOOK
AutoCAD SHX Text
1/4" THICK STEEL PLATE
AutoCAD SHX Text
PLAN VIEW OF CLOSED LID
AutoCAD SHX Text
END VIEW - FOUNDATION
AutoCAD SHX Text
FLUSH MOUNT EMBEDDED SLEEVE
AutoCAD SHX Text
#4 REBAR STIRRUPS AND HORIZONTAL REINFORCEMENT
AutoCAD SHX Text REQUIREMENTS: : STEEL PIPE: SCHEDULE 40 STEEL SLEEVE: 12"X7" SCHEDULE 80+ STEEL PLATE: 1/4" PLATE, 1/4-20 LOCKING SCREW CAP: STEEL DOME LOCK HOOK: 5/16" LOCKING LOOP WELDS: 1/2" MIN. HEIGHT: 48" FINISH: BLASTED, PRIMED AND PAINTED SAFETY YELLOW PER CONTRACTOR, REMOVABLE BOLLARD FOUNDATION MAY BE INDIVIDUAL PER EACH BOLLARD OR CONTINUOUS TRENCH STYLE FOUNDATION
AutoCAD SHX Text
1" DRAIN HOLE AT EACH SLEEVE
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text NOTES: : 1. LENGTH OF STORAGE UNIT VARIES PER NUMBER OF BOLLARDS TO BE STORED LENGTH OF STORAGE UNIT VARIES PER NUMBER OF BOLLARDS TO BE STORED 2. REFER TO SITE PLANS FOR BOLLARD NUMBER PER UNIT REFER TO SITE PLANS FOR BOLLARD NUMBER PER UNIT 3. PRECAST CONCRETE STRENGTH 4,000 PSIPRECAST CONCRETE STRENGTH 4,000 PSI
AutoCAD SHX Text
NO.4 REBAR
AutoCAD SHX Text
ORTHOGONAL VIEW
AutoCAD SHX Text
12" MIN. DEPTH STEEL SLEEVE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
1" DRAIN HOLE AT EACH SLEEVE
AutoCAD SHX Text
12" - 15" PRESSURE TREATED TIMBER
AutoCAD SHX Text
CLEAN WASHED SAND (ASTM C33)
AutoCAD SHX Text
4" PERFORATED UNDER DRAIN PIPE
AutoCAD SHX Text
12" - 15" PRESSURE TREATED TIMBER
AutoCAD SHX Text #6 REBAR, HOT DIPPED GALVANIZED 18" LONGER THAN TIMBER DIAMETER SPACED AT 8" O.C. AT CORNERS, SPACED AT 24" MAX. O.C. THEREAFTER (TYPICAL ALL LOCATIONS)
AutoCAD SHX Text
CLEAN WASHED SAND (ASTM C33)
AutoCAD SHX Text
#57 STONE GRAVEL BACKFILL
AutoCAD SHX Text
UNDER DRAIN PIPE, CONNECT TO SOLID WALL PIPE AND CLEAN OUT
AutoCAD SHX Text
DISCHARGE PIPE 6" PVC
AutoCAD SHX Text
CAP PIPE
AutoCAD SHX Text
PERFORATED UNDER DRAIN PIPE 4" PVCW/ FILTER SOCK
AutoCAD SHX Text
CAP PIPE
AutoCAD SHX Text
6" PERFORATED DISCHARGE PIPE
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE
AutoCAD SHX Text
4" PERFORATED HDPECORRUGATED PIPE W/ FILTER SOCK
AutoCAD SHX Text
#57 STONE GRAVEL BACKFILL
AutoCAD SHX Text
CLEAN WASHED SAND (ASTM C33)
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE
AutoCAD SHX Text
12" - 15" PRESSURE TREATED TIMBER
AutoCAD SHX Text
2" CHOKER LAYER #8 STONE
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE ALONG SIDES AND BOTTOM ONLY
AutoCAD SHX Text
18" #57 STONE
AutoCAD SHX Text
15" METAL STAKE SPACED EVERY 5 FEET MAX.
AutoCAD SHX Text
3/16" X 4" BLACK ANODIZED HEAVY DUTY ALUMINUM EDGING
AutoCAD SHX Text
1" DROP AT TOP OF CONCRETE AND TOP OF EDGING
AutoCAD SHX Text
6" SURFACE COURSE #8 STONE
AutoCAD SHX Text
PERFORATED 6" PVCW/ FILTER SOCK @ 0%
AutoCAD SHX Text
INV. = 8.00
AutoCAD SHX Text SAWCUT LINES PARALLEL TO ROADWAY FOR FULL LENGTH OF ACCESSIBLE RAMP SAWCUT "WIDTH, " DEPTH SPACED EVERY 2" 14"WIDTH, " DEPTH SPACED EVERY 2" 12" DEPTH SPACED EVERY 2" PAINT LOWER SECTION WITH 2-FT WIDE BAND USE YELLOW SKID RESISTANT PAINT
AutoCAD SHX Text
12 H:1 V MAX. (SEE GRADING PLAN)
AutoCAD SHX Text
6" CURB TRANSITION TO FLUSH
AutoCAD SHX Text
SITE DETAILS
AutoCAD SHX Text
LJM
AutoCAD SHX Text
RCM
AutoCAD SHX Text
MAC
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12913757
AutoCAD SHX Text
AutoCAD SHX Text
DLB
AutoCAD SHX Text
NTS
AutoCAD SHX Text
BITUMINOUS JOINT
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
PREFORMED
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
TOOLED EDGE
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
PREFORMED
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
FACE OF BUILDING OR CURB
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
(1/4" / 1'-0" MAX.)
AutoCAD SHX Text
SLOPE - SEE GRADING PLAN
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
NTS
AutoCAD SHX Text
SLOPE: 1/4" PER FOOT PER GRADING PLAN
AutoCAD SHX Text
4 INCH THICKNESS OF GRADED AGGREGATE BASE MATERIAL COMPACTED TO 98% ASTM D-698
AutoCAD SHX Text
NTS
AutoCAD SHX Text
COMPACT SUBGRADE
AutoCAD SHX Text
4,000 PSI CONCRETE
AutoCAD SHX Text
6X6 W1.4/W1.4 10/10 WWF
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
3000 PSI CONCRETE FILL AND DOME-SHAPED PREFORMED TOP
AutoCAD SHX Text PAINT ALL EXPOSED SURFACE GRAY COLOR (PER BEAP FOR MCRD PARRIS ISLAND SC, FIXED PROTECTION BOLLARDS)
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
2'-0" DIA CONCRETE FOUNDATION 3000 PSI
AutoCAD SHX Text
COMPACT EXISTING SUBGRADE
AutoCAD SHX Text
6" DIA NOMINAL (SCH 40) GALVANIZED STEEL PIPE
AutoCAD SHX Text
COMPACTED FILL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PROVIDE 1" CONCRETE REVEAL FOR DRAINAGE
AutoCAD SHX Text
*DIMENSION PER CS401
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ELEVATION
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NTS
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NTS
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SLOPE: 1/4" PER FOOT PER GRADING PLAN
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4 INCH THICKNESS OF GRADED AGGREGATE BASE MATERIAL COMPACTED TO 98% ASTM D-698
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COMPACT SUBGRADE
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4,000 PSI CONCRETE
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6X6 W4.0/W4.0 WELDED WIRE FABRIC SHEETS
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NTS
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NTS
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BITUMINOUS JOINT SEALANT
NA
RU
P
L.
TINIAN ST.
SD
SD
SD
SD SD
SD SD
SD SD SD
SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FM
ILU ST.
SAN
OHE
G
G
W W
SD SD SD
SD SD SD
SD SD SD
SD SD SD
SD SD SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
UGCx UGCx UGCx UGCx UGCx UGCx UGCx UGCx
U G
Cx
U G
Cx U
G Cx
U G
Cx
UGCx UGCx UGCx UGCx UGCx UGCx UGCx UGCx UGCx UGCx
UGCxUGCxUGCx
UGCx UGCx UGCx
UGCxUGCxUGCx UGCxUGCx
UGCx UGCx UGCx UGCx UGCx UGCx UGCx UGCx
UGE
UGE
UGE
UGE
UGE
UGE
ES
ES
ES
ES
ES ES
ES
ES
ES
ES
ES ES
ES
UKN UKN
UKNUKN UKN
U
KN
UKN UKN
W
W W
W W
W W
W W
WWW
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W W W W W W W W W W W W W W W W W W W W W W
W W
W W W W W W W W W W W W W W W W W W W W W W
W
W W
SAN
GND
G N
D
O H
E O
H E
S S
S
D
S S
CO
S
O H
E O
H E
O H
E
OHE OHE OHE OHE
O
HE
OHE OHE
N
WAKE BLVD.
S
S
S
S
D
UD
UD
UD
D
D
U D
D
D
D
DD
D
D
G G G G G G G G G
D
D
SS
SS
W G
FDC
D
D
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
D
D
SD
SD
SD
SD
D
BFP
TS 15.0
FF 15.67
RECRUIT BARRACKS
P440
14 14
13.24
10.94TC10.31
BC9.81
13.08
14.67
TC15.35
BC14.85
TC12.10
BC11.60
TC11.89
BC11.39
TC12.10
BC11.60
TC9.60
BC9.10
TC9.50
BC9.00
TC9.10
BC8.60
TC10.13
BC9.63
TC15.37
BC14.87
TC15.35
BC14.85
15.1
±MG
15.1
±MG
15.0
±MG
11.72
±MG
TC12.46
BC11.9612.26
TC12.83
BC12.33
TC13.18
BC12.68
TC13.30
BC12.80
TC13.70
BC13.20
13.27TC14.04
BC13.54
TC14.13
BC13.63
11.13
11.13 11.00
11.00
10.18 10.18
10.0210.02
10.36
10.46
11.21 11.05
11.43 11.45
11.88 11.60
12.42
12.3712.48
12.67
13.70
13.88 12.84 12.70
13.38 12.19
12.10
TC-BC
10.81
TC-BC
10.63
TC-BC
11.33
TC-BC
11.56
TC-BC
13.26
TC-BC
10.20 10.3010.4510.35
10.45 10.10
10.01
±MG
9.77
±MG
9.75 10.1010.10
14.98
12.28 12.06
11.00
11.17
10.6010.61
10.40
11.64
11.50
10.67 15.67
13.60 13.30 13.1813.57
9.619.66
10.10
10.19
9.75
9.72
9.56
TC11.41
BC10.91
11.89 12.00
TC9.60
BC9.10
TC9.10
BC8.60
TC9.56
BC9.06
TC15.37
BC14.87
TC15.21
BC14.71
TC11.40
BC10.90
11.7
10.6
10.10
10.25
10.45
11.7713.16
13.2113.33
14.08
12.75 12.43
12.23
12.12
14.42
10.00
10.56
10.89 11.35
10.01
±MG
9.70 9.53 9.36
9.40
15.3
14.70 14.4
14.0
13.7
13.1
11.63
11.53
11.42
10.5
10.5
11.9
15.3
15.58 15.16
15.1
13.3
13.1
12.7
12.4
14.62
14.63
TC11.55
BC11.05
10.7
±MG
TC11.89
BC11.39
15.42
13.74
10.33
TC10.43
BC9.93
9.69
10.28 10.23
9.81
10.48
11.9914.66 14.26
14.26
TC-BC
9.68 9.91
9.62 10.17
±MG
9.7 10.0
9.7
11.44
13.10
12.16
10.73
11.0
10.1
10.6
9.8
9.2
14.20
12.5
9.8
C7
RIM=10.13
C8
RIM=9.90
E6
RIM=9.78
E5
RIM=9.88
B5
RIM=9.17
B7
RIM=9.57
B10
RIM=10.92
B13
RIM=12.38
A3
RIM=13.09
A2
RIM=12.01
A5
RIM=10.21
A6
RIM=12.11
E4
RIM=10.00
B3
RIM=8.72
B2
RIM=8.85
C4
RIM=10.17
C5
RIM=10.22
10.24
TC14.26
BC13.76
12.23 12.14
9.00
±MG
9.02
±MG
9.44
±MG
9.35
±MG
9.88
C6
RIM=10.18
C3
RIM=10.33
C2
RIM=10.02
E2
RIM=11.53
D5
RIM=14.36
B1
RIM=9.75
B4(A)
RIM=9.77
B9
RIM=12.92
B12
RIM=13.67
B4
RIM=9.92
B6
RIM=11.08
C10
RIM=11.38
B11
RIM=13.37
B14
RIM=14.12
D1
RIM=13.23
D2
RIM=14.75
B8
RIM=12.13
A1
RIM=12.56
E3
RIM=11.42
E1
RIM=12.05
C9
RIM=10.92
11.4
15.35
TC-BC
15.26
TC-BC
15.37
TC-BC
TC15.30
BC14.80
14.13
TC-BCTC15.04
BC14.54 TC14.61
BC14.11
TC13.70
BC13.20
14.28
15.46
11.82
10.35 10.27
10.45
10.45 10.45
10.12
10.40 10.24 10.32 10.38
10.25
10.20
10.34 10.39
10.4510.30
12.73 12.84
13.29
12.87
14.15
14.40
15.16
14.20
TC14.89
BC14.39
14.06
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A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
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R
IN
G
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O M
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DES DRW
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E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CG111
60'0'
1"=30' 30'
A. REFER TO UTILITY PLAN FOR UTILITIES OTHER THAN CLOSED STORM
SYSTEM.
B. REFER TO ELECTRICAL DRAWINGS FOR COMMUNICATIONS, POWER
AND LIGHTING.
C. PAVEMENT TYPE HATCHING AND PAVEMENT MARKING ARE NOT
SHOWN FOR CLARITY.
D. DOWN SPOUT TRANSITION WITH CAST IRON BOOT TO BE USED AT ALL
DOWN SPOUT LOCATIONS. SEE DETAIL CG505/ C4 & ARCHITECTURAL
PLANS.
E. CLEARLY MARK LIMITS OF PERVIOUS PAVEMENT, TO MINIMIZE
COMPACTION OF FINAL LAYER OF SUBGRADE, BY LIMITING
CONSTRUCTION VEHICLE TRAFFIC.
F. ALLOW PERVIOUS CONCRETE TO CURE A MINIMUM OF SEVEN (7) DAYS
PRIOR TO FOOT TRAFFIC. PREVENT VEHICULAR TRAFFIC FROM
DRIVING ON PERVIOUS CONCRETE UNTIL AFTER 14 DAYS HAVE
ELAPSED AND CONCRETE MEETS REQUIRED INITIAL STRENGTH OR
WITH APPROVAL BY CONTRACTING OFFICER. HEAVY DUTY
CONSTRUCTION VEHICLES SHOULD NOT TRAVERSE PERVIOUS
CONCRETE.
G. USE EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES
WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE
COMPACTION AND SHALL NOT BE USED.
GENERAL SHEET NOTES
KEYNOTES
GRAPHIC SCALE
1. APPROX 92LF SWALE @1.57%
2. APPROX 98LF SWALE @1.95%
3. APPROX 95LF SWALE @ 1.57%
4. APPROX 112LF SWALE @ 1.27%
5. LIMITS OF MODULAR UNDERGROUND STORMWATER DETENTION
SYSTEM
6. POP UP DRAIN EMITTER RIM = 10.20. SEE DETAIL A4/CG507
M
AT
CH
L
IN
E
SH
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CG
MATCH LINE SHEET CG112
NA
VA
L
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A
P
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R U
IT
B
A R
R A
C
EJA
HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
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AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
TC 10.91
AutoCAD SHX Text 10.50
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TC 13.24
AutoCAD SHX Text 12.84
AutoCAD SHX Text
TC 11.33
AutoCAD SHX Text 10.90
AutoCAD SHX Text
BLDG 7022
AutoCAD SHX Text
"115 TENARU PL."
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
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SHRUB
AutoCAD SHX Text W
AutoCAD SHX Text T.O.B.
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AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text D
AutoCAD SHX Text (2)
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
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15" CONC.
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15" CONC.
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18" CONC.
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8" PVC
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8" PVC
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15" CONC.
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8" IRON
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8" IRON
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8" IRON
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8" IRON
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10" PVC
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15" CONC.
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8" PVC
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18" CONC.
AutoCAD SHX Text 12"
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8" IRON
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12" PVC
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DOORS
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8" IRON
AutoCAD SHX Text C
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PVC
AutoCAD SHX Text 15"
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CONC.
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PVC
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15"CONC.
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12" PVC
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8"PVC
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6"CONC.
AutoCAD SHX Text 8"
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PVC
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TC 14.64
AutoCAD SHX Text 14.24
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APPROXIMATE LOCATION OF STORM WATER VAULT
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3 STY. BRICK
AutoCAD SHX Text
8" IRON
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8" IRON
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8" IRON
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BLDG 7022
AutoCAD SHX Text
3 STY. BRICK
AutoCAD SHX Text (2)
AutoCAD SHX Text C
AutoCAD SHX Text (2)
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6"PVC
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6" SALT
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
(AS LOCATED BY GEOVIEW)
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6" IRON
AutoCAD SHX Text 9.56
AutoCAD SHX Text 10.79
AutoCAD SHX Text 11.92
AutoCAD SHX Text 12.97
AutoCAD SHX Text 14.57
AutoCAD SHX Text 12.65
AutoCAD SHX Text 10.76
AutoCAD SHX Text 10.31
AutoCAD SHX Text 9.77
AutoCAD SHX Text 9.53
AutoCAD SHX Text 11.5
AutoCAD SHX Text 12.8
AutoCAD SHX Text 13.9
AutoCAD SHX Text 15.1
AutoCAD SHX Text 15.1
AutoCAD SHX Text 12.9
AutoCAD SHX Text 12.5
AutoCAD SHX Text 12.1
AutoCAD SHX Text 12.1
AutoCAD SHX Text 11.6
AutoCAD SHX Text 11.4
AutoCAD SHX Text 11.6
AutoCAD SHX Text 12.1
AutoCAD SHX Text 11.7
AutoCAD SHX Text 11.8
AutoCAD SHX Text 12.2
AutoCAD SHX Text 12.0
AutoCAD SHX Text 11.4
AutoCAD SHX Text 11.2
AutoCAD SHX Text 11.1
AutoCAD SHX Text 10.7
AutoCAD SHX Text 10.7
AutoCAD SHX Text 10.7
AutoCAD SHX Text 10.5
AutoCAD SHX Text
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AutoCAD SHX Text 12.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.7
AutoCAD SHX Text 10.2
AutoCAD SHX Text 11.0
AutoCAD SHX Text 12.0
AutoCAD SHX Text 12.4
AutoCAD SHX Text 10.7
AutoCAD SHX Text 10.4
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.4
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TW11.04
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TW11.63
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TW11.70
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TW11.01
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.8
AutoCAD SHX Text 11.1
AutoCAD SHX Text 11.7
AutoCAD SHX Text 10.9
AutoCAD SHX Text 11.4
AutoCAD SHX Text 14.3
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.7
AutoCAD SHX Text 10.5
AutoCAD SHX Text 11.3
AutoCAD SHX Text 13.3
AutoCAD SHX Text 13.9
AutoCAD SHX Text 10.3
AutoCAD SHX Text 9.7
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.7
AutoCAD SHX Text 11.6
AutoCAD SHX Text 10.06
AutoCAD SHX Text 10.05
AutoCAD SHX Text 9.67
AutoCAD SHX Text 9.65
AutoCAD SHX Text 10.54
AutoCAD SHX Text 10.05
AutoCAD SHX Text 10.39
AutoCAD SHX Text 10.36
AutoCAD SHX Text 10.21
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AutoCAD SHX Text 10.0
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AutoCAD SHX Text 8.11
AutoCAD SHX Text 8.08
AutoCAD SHX Text 8.28
AutoCAD SHX Text 9.31
AutoCAD SHX Text 10.87
AutoCAD SHX Text 15.21
AutoCAD SHX Text 15.02
AutoCAD SHX Text 30"
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AutoCAD SHX Text 10"
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
PMT-1
AutoCAD SHX Text H
AutoCAD SHX Text
HH3-36B
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text
GRADING PLAN
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LJM
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RCM
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MAC
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AS SHOWN
AutoCAD SHX Text 12913763
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DLB
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D
EP
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TH
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N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
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D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
AC
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S
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M
AN
D
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M
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C
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TI
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N D
AT
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CG507
PRECAST MANHOLE BASE
PREPARATION
SECTION VIEW
PLAN VIEW
ELEVATION VIEW
SHALLOW PRECAST CONCRETE MANHOLE DETAIL - 4'0" DIA.B1
DOWNSPOUT TRANSITION WITH CAST IRON BOOTC4
ELASTOMERIC DUCKBILL CHECK VALVEA2
VALVE DIMENSION CHART
OUTLET CONTROL STRUCTURE - EXISTING STRUCTURE EX-01A1
NA
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AR
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LI
N
A
P
R
E C
R U
IT
B
A R
R A
C
EJA
HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
POP UP DRAINAGE EMITTERA4
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AutoCAD SHX Text
PRE-FINISHED METAL DOWNSPOUT
AutoCAD SHX Text
CAST IRON DOWNSPOUT BOOT-PAINT
AutoCAD SHX Text
CAST IRON ANCHOR FLANGE
AutoCAD SHX Text
GALVANIZED ANCHOR
AutoCAD SHX Text
CLEAN-OUT WITH BRASS PLUG
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FINISHED GRADE
AutoCAD SHX Text
ROOF DRAIN - SEE CG101
AutoCAD SHX Text
6" PVC (0.5% MINIMUM SLOPE)
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CONCRETE FOOTING - SEE STRUCTURAL PLANS
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90° ELBOW
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FACE OF BUILDING
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-6"
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FACE OF BUILDING
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FRONT VIEW
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SIDE VIEW
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TOP VIEW
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CLEANOUT WITH BRASS PLUG
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CAST IRON ANCHOR FLANGE
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CLEANOUT WITH BRASS PLUG
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GRADING AND DRAINAGE DETAILS
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LJM
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RCM
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MAC
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AS SHOWN
AutoCAD SHX Text 12913775
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DLB
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12" BED MINIMUM SUBBASE MATERIAL
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24" TO 30" DIA.
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FLAT TOP
AutoCAD SHX Text ADJUST TO FINAL GRADE WITH PREACAST CONCRETE GRADE RINGS MAXIMUM 12" TOTAL THICKNESS
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#5 @ 6" C TO C EA. WAY
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TYPICAL BASE SECTION
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W4 X W1.7 WWF LIP REINFORCEMENT
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24" MIN. TO 30" MAX. INNER DIAMETER
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2 - #5 BARS
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#5 BARS
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W4 X W1.7 WWF LIP REINFORCEMENT
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1 " CLR.12" CLR.
AutoCAD SHX Text 8"
AutoCAD SHX Text
2 - #5 (TYP.)
AutoCAD SHX Text
MINM. 8" THICK SLAB.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text NOTES 1. STANDARD FLANGE SIZE DRILLING SHALL CONFORM TO ANSI B16.5 AND ANSI B16.47, CLASS 150. STANDARD FLANGE SIZE DRILLING SHALL CONFORM TO ANSI B16.5 AND ANSI B16.47, CLASS 150. 2. MANUFACTURER PROVIDES 3/8" THICK STEEL BACK UP RING FOR INSTALLATION. MANUFACTURER PROVIDES 3/8" THICK STEEL BACK UP RING FOR INSTALLATION. 3. VALVE MATERIAL - NEOPRENE OR BUNA-N. VALVE MATERIAL - NEOPRENE OR BUNA-N. 4. PROVISION OF DUCKBILL VALVE WITH FLARED BOTTOM IN LIEU OF FLAT BOTTOM MAY BE ACCEPTABLE TO PROVISION OF DUCKBILL VALVE WITH FLARED BOTTOM IN LIEU OF FLAT BOTTOM MAY BE ACCEPTABLE TO COTR, PROVIDED ADEQUATE CLEARANCE IS AVAILABLE. LENGTH AND HEIGHT IS TYPICALLY LARGER THAN DIMENSIONS SHOWN BELOW. PROVIDE DOCUMENTATION FOR APPROVAL IF DIFFERENT DUCKBILL VALVE IS PROPOSED TO BE PROVIDED.
AutoCAD SHX Text
NTS
AutoCAD SHX Text ANSI FLANGE MAXIMUM BILL FLANGE MAXIMUM BILL MAXIMUM BILL FLANGE O.D. LENGTH HEIGHT LENGTH HEIGHT SIZE A L H A L H L H H 8" 13 1/2" 18" 16" 13 1/2" 18" 16" 16" 18" 25" 38" 34" 25" 38" 34" 34" 24" 32" 49" 44" 32" 49" 44" 44"
AutoCAD SHX Text
RIM ELEV. = 10.00 FV
AutoCAD SHX Text
EXISTING MH
AutoCAD SHX Text
1-3" DIA. PVC SLEEVE ORIFICE INV=7.00
AutoCAD SHX Text
BRICK TRANSVERSE WEIR WITH NON-SHRINK GROUT ELEV.=8.25
AutoCAD SHX Text
15" RCP OUTLET PIPE INV=7.00 FV
AutoCAD SHX Text
15" RCP INLET PIPE INV=7.00 FV
AutoCAD SHX Text
NTS
AutoCAD SHX Text NOTES 1. CONTRACTOR TO VERIFY STRUCTURE RIM, INVERTS, DIAMETER. CONTRACTOR TO VERIFY STRUCTURE RIM, INVERTS, DIAMETER. 2. CLEAN EXISTING PIPES AND STRUCTURE OF ALL SEDIMENT AND DEBRIS PRIOR TO INSTALLING CLEAN EXISTING PIPES AND STRUCTURE OF ALL SEDIMENT AND DEBRIS PRIOR TO INSTALLING WEIR AND ORIFICE.
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
NTS
U G
C x U
G C x
U G
C x U
G C x
U G
C x
O H
E
24" MIN. OF #57
CRUSHED STONE
DRAINAGE BACKFILL
IMPERVIOUS
LINER
D
DD
D D
0.3
8.5 3'
9.3 6'
5'
A1 D1
C9
E1
18" RCP 18" RCPE3
C1
CG509
" R
CP
" R
CP
" R
CP
24" RCP
224.47'
N
0+00 1+00 2+00 2+60
A3
CG510
9.3 4'
RIM = 10.92'. INSTALL
FLUSH FINISHED SURFACE
NTS
OUTLET STRUCTURE C9D1
SCDOT MH 719-505.
SEE DETAIL C1 ON
SHEET CG502
FINISHED
SURFACE
24" RCP OUTLET
PIPE INV= 5.90
BRICK
TRANSVERSE WEIR
WITH NON-SHRINK
GROUT ELEV=7.5
24" RCP PIPE INV=6.00
2 - 12" PVC SLEEVE
ORIFICE INV= 5.90 2 - 12" PVC
SLEEVE ORIFICE
INV = 5.90
BRICK TRANSVERSE
WEIR WITH NON-SHRINK
GROUT ELEV.=7.5
48"
NTS
SECTION VIEW - BASE BIDB1
INLET PIPE
SEE STORM
PROFILES
FOR INVERTS
#57 CRUSHED STONE BACKFILL A MIN. 12” COVER MUST BE
MAINTAINED BETWEEN BACKFILL EQUIPMENT AND THE TOP
OF THE UNDERGROUND STORAGE SYSTEM AT ALL TIMES.
OUTLET PIPE INV: 6.00
SIDE BACKFILL: 24" MIN. #57 STONE. SPREAD EVENLY TO
PREVENT MODULE CELL MOVEMENT. COMPACT SIDE BACKFILL
WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS.
6" MIN.
GEOGRID PLACED 12" ABOVE DETENTION SYSTEM.
OVERLAP SEAMS BY 18” MIN. GEOGRID SHOULD
EXTEND TO BOUNDARY OF TROOP FORMATION PAD.
MODULAR
UNDERGROUND
STORMWATER
DETENTION SYSTEM
UTILITY MARKERS AT CORNERS (TYP.)
BASE: 6" MIN. COMPACTED #57
CRUSHED STONE
SEE SHEET CG111
FOR FOR FINISHED
GRADES
ELEV. 6.50
ELEV. 6.00
EXCAVATION BOTTOM AND SIDES
WRAPPED WITH 60 MIL. HDPE
LINER BETWEEN TWO LAYERS OF
NON-WOVEN GEOTEXTILE
NOTES:
1. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO
LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH
2015 AND 2016 INTERIM REVISIONS.
2. PRE-TREATMENT STRUCTURES NOT SHOWN.
3. PROVIDE HARDWARE FABRIC OR COMPARABLE WIRE MESH WITH MAXIMUM OPENINGS OF
0.5 - INCHES X 0.5 INCHES FOR ALL STORM PIPES CONNECTING TO STONE LAYER INVERT.
SEE NOTE 3
ELEV. 8.76
12" MIN
A5
LP501 D1
CS502
C3
CS501
MODULAR UNDERGROUND
STORMWATER DETENTION SYSTEM
WRAPPED WITH NON-WOVEN
GEOTEXTILE
ELEV. 9.76
24"
0+00
.8
.80
.0
.00
0+50 1+00
.6
.55
.0
.04
1+50 2+00
9.
9.5
9.
9.1
2+50 2+60
9.
8.9
ELEV. 12.64
EL
EV
. 1 1.0
1-YR STRM
ELEV. 6.98
2-YR STRM
ELEV. 7.28
10-YR STRM
ELEV. 8.30
ELEV. 6.00
ELEV. 6.50
ELEV. 8.76
ELEV. 9.76
PLANNED
FINISH GRADE
2" TOP SOIL
VARIABLE DEPTH
ENGINEERED SOIL MEDIA
AS NECESSARY TO MEET
FINISHED GRADES
CHOKER AND
FILTER COURSE
EXISTING GRADE
VARIES
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
OD
UL
AR
U
ND
ER
GR
OU
ND
S
TO
RM
W
AT
ER
D
ET
EN
TI
ON
S
YS
TE
M
LJM RCM MAC
AS SHOWN
12913778
CG510
DLB
1" = 20'
MODULAR UNDERGROUND STORMWATER DETENTION SYSTEM 1 - BASE BID PLANC3
WATER STORAGE
ELEVATIONS
1 YEAR STORM ELEV. = 6.98
2 YEAR STORM ELEV. = 7.28
10 YEAR STORM ELEV. = 8.30
TOTAL SYSTEM
STORAGE CAPACITY 69,110 CF
SCALE:
MODULAR UNDERGROUND STORMWATER DETENTION SYSTEM 1 - BASE BID PROFILEA3 1" = 2' VERTICAL
1" = 20' HORIZONTAL
STORAGE DATAD2
NOTE: REFER TO SITE PLANS & DETAILS FOR FINISHED SURFACE SECTIONS OUTSIDE OF MODULAR UNDERGROUND
STORMWATER DETENTION SYSTEM BOUNDARY
NA
VA
L
FA
CI
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TI
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YS
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LK
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AR
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IS
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P
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IT
B
A R
R A
C
EJA
HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
M
IS
C
. R
EV
IS
IO
N S
/2
3/
NA
RU
P
L.
TINIAN ST.
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FM
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGE
UGE
UGE
UGE
UGE
UGE
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES
ES
UKN UKN
UKNUKN UKN
U
KN
UKN UKN
GND
O H
E O
H E
S S
S S
S S
O H
E O
H E
O H
E
OHE OHE OHE OHE OHE OHE
N
WAKE BLVD.
TE
NA
RU
P
L.
TINIAN ST.
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FM
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGE
UGE
UGE
UGE
UGE
UGE
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES
ES
UKN UKN
UKNUKN UKN
U
KN
UKN UKN
GND
O H
E O
H E
S S
S S
S S
O H
E O
H E
O H
E
OHE OHE OHE OHE OHE OHE
N
G O
V
EV
ONLY
BUSES
ONLY
BUSES
G O
V
EV
G O
V
EV
G O
V
EV
S
S
S
S
D
UD
UD
UD
D
D
U D
D
D
D
DD
D
D
D
D
D
D
RD
RD
RD
RD
RD
RD
D
RD
RD
RD
RD
RD
RD
SS
SS
SS
SS
SS
SS
SS
SS
SS
D
D
SD SD SD
SD
SD
SD
D
NS
SP-8
SP-12
SP-12
CL
CL
NS
CL
SP-8
SP-12
SP-12
SP-10
SP-12
SP-10
SP-10
SP-12
SP-8
SP-10
SOD
6'-0"
'-0
'-0
'-8
'-0
12'-0"
'-0
8'-0"
LIGHT POLE, TYP.
20'-6" 24'-0"
10'-0"
9'- 0"
'-0
10'-0" 9'- 0"
'-0
11'-0" 24'-0" 20'-6" 6'- 2"
'-0
ALIGN TREES
WITH CENTER
OF BRICK BAND
6'-0"
SOD
SOD
SOD
SOD
SOD
8'-0"
'-0
'-0
'-8
'-0
'-0
'-8
9'-
0"
D1
LP501
D1
LP501
D1
LP501
SOD
TRAINING
RANGES
ALIGN PALMS AS
SHOWN
BLDG
SOD
WITH TOPSOIL
TROOP
FORMATION
PAD
SP-8
SP-12
SP-10
'-0
'-0
'-0
NS
'-9
'-0
SP-10
12'-0"
'-9
'-0
12'-0"
A1
LS501
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
CUI
C U
I
CUI
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
LP101
GRAPHIC SCALE
RECRUIT BARRACKS
P440
KEYNOTES
LEGEND
1. LOCATE AND PROTECT ALL UTILITIES PRIOR TO LANDSCAPE
INSTALLATION. ALL UTILITY LINES TO BE MARKED AND VERIFIED PRIOR
TO DIGGING.
2. ALL TREES TO BE INSPECTED PRIOR TO OFF-LOADING. GOVERNMENT
LANDSCAPE ARCHITECT TO CONFIRM PLACEMENT
3. PLANTING SHOWN ON THIS SHEET MUST COMPLY WITH DETAILS AND
SPECIFICATIONS.
4. PROVIDE FLEXIBLE ROOT BARRIER WRAP AT ALL UTILITY PIPE
CONNECTIONS WHERE PROPOSED TREES ARE TO BE PLANTED WITHIN
10' OF UTILITY LINE. SEE C2/LP501.
5. QUANTITIES FOR ESCS TOPSOIL AND SOD ARE PROVIDED FOR
REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY…
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