Attachment B - Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- N4008525R2605
About this file
This is a set of 13 engineering drawings for a project to de-lead and repair berms at the Rodriguez Outdoor Ranges at Joint Expeditionary Base Little Creek-Fort Story in Virginia Beach, VA. The drawings detail work to be performed at both a rifle range (Facility 3063) and pistol range (Facility U34).
The scope includes clearing vegetation, excavating and screening (de-leading) sloughed soils, filling voids and compacting soil, installing topsoil and sod on impact berm faces, and regrading toe areas to create positive drainage. The rifle range berm requires approximately 6,958 SF (773 SY) of work area with an average 3-foot excavation depth, while the pistol range requires approximately 2,036 SF (226 SY). The contractor must comply with OSHA lead standards, install silt fencing and erosion controls, protect existing trees, achieve 95% soil compaction, and restore all disturbed areas with either sod (on berm faces) or topsoil and seed (other areas). The drawings include detailed specifications for sodding, grading requirements to achieve 2:1 slopes, and tree protection measures. The work must comply with Virginia Department of Transportation standards and other applicable federal, state and local regulations.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 10.pdf | ||
| Amendment 09.pdf | ||
| Amendment 05.pdf | ||
| Amendment 08.pdf | ||
| Amendment 06.pdf | ||
| Amendment 07.pdf | ||
| Amendment 04.pdf | ||
| Amendment 03.pdf | ||
| General Requirements- Rodriguez Range-De-lead and Repair Berms.pdf | ||
| Amendment 02..pdf | ||
| Amendment 01_ckj.pdf | ||
| Attachment A - Specifications.pdf |
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.79
BP: 0+00.00
EP: 0+49.79
GENERAL SHEET NOTES SHEET LIST TABLE
1. THE SCOPE OF WORK INCLUDES CLEARING VEGETATION, EXCAVATING, SCREENING (DE-LEADING), SLOUGHED SOILS, FILLING VOIDS AND COMPACTING SOIL, INSTALLING TOP SOIL AND SOD ON THE IMPACT FACE OF THE BERM; REGRADE TOE OF IMPACT BERM TO CREATE POSITIVE DRAINAGE; ALL OTHER AREAS THAT BECOME DISTURBED DURING CONSTRUCTION MUST RECEIVE TOPSOIL AND SEED; AND ASSOCIATED WORK.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS (RBS), AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS.
IN ADDITION, THE CONTRACTOR MUST COMPLY WITH OSHA 29 CRF 1910.1025 WITH RESPECT TO LEAD, AND LEAD
FRAGMENTS THAT MAY BE PRESENT IN THE SOIL, AND MUST ALSO COMPLY WITH EM385-1-1.
3. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED BY THIS SURVEY. UTILITIES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND AVAILABLE UTILITY PLANS. THE CONTRACTOR SHALL
FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
4. ALL QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE; CONTRACTOR SHALL FIELD VERIFY ALL
QUANTITIES.
5. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGE TO EXISTING PROPERTY OR ITEMS TO REMAIN IN PLACE. IF THE CONTRACTOR REMOVES OR DISTURBS AN AREA DUE TO CONSTRUCTION, HE SHALL RETURN THE SITE (WHERE THE CONSTRUCTION OCCURRED) BACK TO ITS ORIGINAL CONDITIONS AS APPROVED BY THE
CONTRACTING OFFICER. THIS INCLUDES ALL UTILITIES.
6. CONTRACTOR MUST SUBMIT TRAFFIC CONTROL PLAN AND PROPOSED HAUL ROUTE TO CONTRACTING OFFICER PRIOR TO CONSTRUCTION. CONTRACTOR MUST ENSURE THROUGH TRAFFIC AT ALL TIMES. THERE IS NO PERSONALLY OWNED VEHICLES (POV) OR NON-CONSTRUCTION VEHICLE PARKING AT THE WORK LOCATION.
7. ANY AND ALL TARGET STANDS / WOODEN TIES WILL BE REMOVED BY THE COVERNMENT PRIOR TO
CONSTRUCTION.
LOCATION PLAN
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12919185
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PLAN
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RODRIGUEZ OUTDOOR RANGES
DE-LEADING AND REPAIR BERMS
JOINT EXPEDITIONARY BASE LITTLE CREEK - FORT STORY
VIRGINIA BEACH, VIRGINIA
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
PUBLIC WORKS DEPARTMENT LITTLE CREEK
FACILITIES ENGINEERING AND ACQUISITION DIVISION
VICINITY MAP
SHEET NUMBER SHEET TITLE NAVFAC DRAWING NUMBER
GENERAL
G-001 COVER SHEET 12919185
SURVEY
V-100 SURVEY 12919186
CIVIL
CD101 SITE DEMOLITION PLAN 12919187
CD102 SITE DEMO PLAN RIFLE RANGE 12919188
CD103 SITE DEMO PLAN PISTOL RANGE 12919189
CG101 GRADING PLAN 12919190
CG102 GRADING PLAN RIFLE RANGE 12919191
CG103 GRADING PLAN PISTOL RANGE 12919192
CS101 SITE PLAN 12919193
CS102 SITE PLAN RIFLE RANGE 12919194
CS103 SITE PLAN PISTOL RANGE 12919195
C-501 DETAIL SHEET 12919196
C-502 DETAIL SHEET 12919197
Per Machmer Email 12/5/24
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BRANCH
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SOUTHERN
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SHIPYARD
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U.S. NAVAL
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PORTSMOUTH
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NAVY DEPOT
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CRANEY ISLAND
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ELIZABETH RIVER
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SEWELLS POINT
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WESTERN
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BRANCH
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BRANCH
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NORFOLK
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EASTERN
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CHESAPEAKE BAY
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CHESAPEAKE
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BAY
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WILLOUGHBY
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U.S. NAVAL
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AIR STATION
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ST. JULIEN'S CREEK
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U.S. NAVAL ANNEX
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NANSEMOND RIVER
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DISPOSAL AREA
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U.S. ARMY CRANEY ISLAND
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U.S. NAVAL STATION
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VA BEACH
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LITTLE CREEK U.S. NAVAL AMPHIBIOUS BASE
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PROJECT SITE
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OCEANA NAVAL AIR STATION
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ACTIVITY
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NAVAL SUPPORT
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DAM NECK ANNEX
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NALF FENTRESS
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FORT STORY
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STA 0+00
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STA 0+05
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STA 0+10
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STA 0+15
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STA 0+20
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STA 0+25
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STA 0+30
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STA 0+35
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STA 0+40
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STA 0+45
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STA 0+50
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STA 0+55
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STA 0+60
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STA 0+63
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STA 0+68
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ACCESS GATE FOR RIFLE RANGE
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ACCESS GATE FOR PISTOL RANGE
AutoCAD SHX Text ACCESS GATE TO RANGES. GATES SHALL BE SECURED EVERYDAY AFTER WORK DAY IS COMPLETED.
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RIFLE RANGE
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PISTOL RANGE
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CHESAPEAKE BAY
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CHUBB LAKE
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LAKE BRADFORD
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CONTRACTOR PARKING AND LAYDOWN AREA
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ACCESS ROAD TO SITE (DIRT/GRAVEL)
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PAVED ACCESS ROAD TO SITE.
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BUILDING 3436
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ASPHALT PAVEMENT
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FENCE
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FENCE
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FENCE
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CONCRETE FIRING LANE
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CONCRETE FIRING LANE
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CONCRETE FIRING LANE
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CONCRETE FIRING LANE
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ASPHALT PAVEMENT
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ASPHALT PAVEMENT
AutoCAD SHX Text REMOVE WOOD TIMBERS (TYPICAL OF 7). REINSTALL TIMBERS AFTER GRADING HAS BEEN COMPLETED.
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STA 0+00
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STA 0+05
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STA 0+10
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STA 0+15
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STA 0+20
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STA 0+25
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STA 0+30
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STA 0+35
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STA 0+40
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STA 0+45
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STA 0+50
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STA 0+55
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STA 0+60
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STA 0+65
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STA 0+70
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STA 0+75
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STA 0+80
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STA 0+85
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TEMPORARY BENCHMARK - 'PK NAIL IN PAVEMENT NEAR LIGHT POLE'. ASSUME ELEV=7.89
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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TARGET SUPPORT
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DUNE/VEGETATION
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DUNE/VEGETATION
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DUNE/VEGETATION
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DUNE/VEGETATION
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SAND/GRASS
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SAND/GRASS
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SAND/GRASS
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SAND/GRASS
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SAND/GRASS
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WOOD TIMBER (TYPICAL)
AutoCAD SHX Text LIMIT OF TREE REMOVAL. REMOVE ALL TREES (APPROXIMATELY 15 TOTAL RANGING IN DIAMETER FROM 4" TO 12").
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UPPER LIMIT AT OFFSET = 1+30
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EAST LIMIT AT STA(-0+15)
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WEST LIMIT AT STA 0+85
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PROVIDE 1:1.5 SIDE SLOPE. TIE INTO EXISTING GRADE APPROXIMATELY AS SHOWN.
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PROVIDE 1:1.5 SIDE SLOPE. TIE INTO EXISTING GRADE APPROXIMATELY AS SHOWN.
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DUNE/VEGETATION
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DUNE/VEGETATION
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DUNE/VEGETATION
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PROVIDE 1:1.5 SIDE SLOPE. TIE INTO EXISTING GRADE APPROXIMATELY AS SHOWN.
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PROVIDE 1:1.5 SIDE SLOPE. TIE INTO EXISTING GRADE APPROXIMATELY AS SHOWN.
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EXISTING TARGET LINE (APPROXIMATELY AT OFFSET 0+10)
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STA 0+88
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TO GATE 5
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"D" STREET
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LAKE
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LIMIT OF VEGETATION REMOVAL
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
3063 PARKING LOT
CHESEAPEAKE
BAY
POLE9.85GS
10.01
GS
11.70
GS
13.84
GS
16.58
GS
18.91
GS
20.91
GS
20.93
GS
23.14
GS
22.28
GS
23.19
GS
10.89GS
15.02
GS
15.04
GS
17.84
GS
10.79GS
16.30
GS
18.94
GS
21.64
GS
22.96
GS
25.14GS
29.57GS
31.46
GS
30.37
GS
26.85
GS
26.18
GS
23.61
GS
22.12
GS
20.34
GS
19.78
GS
17.89
GS
15.97
GS
14.88
GS
15.51
GS
12.38
GS
12.45
GS
12.69GS
14.36
GS
15.76
GS
20.73
GS
21.59GS
24.45
GS
21.95
GS
20.70GS
25.15
GS
24.79
GS
22.26
GS
22.62
GS
22.87
GS
23.92GS
29.25GS
31.87
GS
31.86
GS
31.70
GS
31.75
GS
29.99
GS
29.26
GS
28.44
GS
25.08
GS
25.93
GS
23.69
GS
21.96
GS
20.17
GS
22.60
GS
23.33
GS
19.92
GS
18.34GS
23.34GS
26.39
GS
24.63GS
27.70
GS
22.47
GS
22.32
GS
25.12
GS
22.88
GS
19.78
GS
17.13
GS
16.33
GS
17.14
GS
15.51
GS
16.81
GS
13.77GS
16.21
GS
13.79
GS
12.74GS
16.00
GS
15.20
GS
13.26
GS
11.92
GS
10.36
POLE10.08GS
9.95GS
12.35GS
16.54GS
19.64GS
25.13
GS
28.51
GS
21.16
GS
19.32
GS
16.37
GS
13.93
GS
11.91
GS
9.88
GS
9.28
GS
11.50GS
13.59
GS
15.77
GS
12.65
GS
12.36GS
15.68
GS
14.62
GS
13.03GS
15.40
GS
12.95GS
16.01
GS
13.01GS
16.12
GS
13.40GS
15.67
GS
19.42
GS
16.57
GS
13.16GS
15.13
GS
13.51GS
16.12
GS
13.95
GS
15.30
GS
13.38GS
16.22
GS
13.56GS
15.20
GS
14.47
GS
13.40GS
16.07
GS
16.87
GS
14.83
GS
15.20
GS
18.91
GS
14.70
GS
10.36GS
13.45
GS
14.18
GS
13.45
GS
11.62
GS
10.06
GS
9.86
GS
9.94
GS
10.02
GS
10.32
GS
10.33
GS
11.19
GS
11.62
GS
11.70
GS
11.23
GS
11.22
GS
11.58
GS
11.79
GS
11.73
GS
11.50
GS
10.76
GS
9.90
GS
9.33
GS
9.32
GS
9.41
GS
9.67
GS
9.13
GS
8.31
GS
8.27
GS
7.66
GS
4.70
GS
9.14
POLE9.26
GS
8.39GS
13.36
GS
13.92
GS
16.98
GS
17.79GS
21.79
GS
22.70GS
26.39
GS
26.56
GS
25.75
GS
26.71
GS
26.56
GS
26.60
GS
26.40
GS
24.01
GS
23.38
GS
21.70
GS
19.76
GS
16.74
GS
14.10
GS
14.78
GS
15.18
GS
14.67
GS
14.14
GS
12.98GS
19.91
GS
22.95
TREE
22.14
GS
22.96
GS
23.70
GS
25.06
GS
23.12
GS
23.83
GS
20.73
GS
20.11
GS
16.69
GS
18.83
GS
16.86
GS
19.88
GS
22.58
GS
24.32
GS
24.21
GS
22.41
GS
22.26
GS
20.38
GS
20.12
GS
18.67
GS
17.72
GS
15.49
GS
17.11
GS
15.61
GS
16.56
GS
13.54
GS
12.62
GS
12.51
GS
12.12
GS
11.85GS
14.82
GS
16.06
GS
13.63
GS
11.97
GS
14.40
GS
12.00
GS
12.15
GS
15.03
GS
13.63
GS
16.21
GS
14.06
GS
13.08
GS
10.98
GS
10.64
GS
10.02
POLE8.41
POLE8.39
GS
8.34
POLE8.31GS
9.68
GS
8.51GS
9.87
GS
8.22GS
9.77
GS
8.18GS
9.68
GS
8.05GS
9.90
GS
8.00GS
9.86
GS
7.74GS
9.91
EP
4.83
EP
4.73
EP
4.60
EP
4.52
EP
4.52
EP
4.59
EP
4.68
EP
4.58
EP
4.86
EP
4.74EP
4.79EP
4.87EP
5.06
EP
5.16
FI
LE
N
AM
E:
K:
\V A\
Lit tle
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A
B
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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
100'0' 1"=50'
50'
A. PRIOR TO COMMENCEMENT OF WORK, COORDINATE
WITH CONTRACTING OFFICER AND FACILITIES
MAINTENANCE SPECIALIST (FMS) TO ENSURE THAT THE
WORK AREA WILL BE ACCESSIBLE FOR THE DURATION
OF WORK.
B. TOPOGRAPHIC SURVEY PERFORMED BY NAVFAC
MID-ATLANTIC PWD LITTLE CREEK FEAD DESIGN BRANCH
FROM FIELD DATA COLLECTED OCTOBER 2024
C. TEMPORARY BENCHMARK #1000 IS AN MONUMENT WITH
A METAL STAMP SET IN A CONCRETE CURB LOCATED
NEXT TO D AVE AND 11TH STREET.
D. ELEVATIONS SHOWN HERON ARE IN FEET AND REFER
TO GEOID18 THE NORTH AMERICAN VERTICAL DATUM OF
1983 [NAD 83(2011) EPOCH 2010.00].
E. HORIZONTAL COORDINATES SHOWN HERON ARE IN
FEET AND THE VIRGINIA PLAN COORDINATE SYSTEM,
SOUTH ZONE, NAD83.
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
LI
TT
LE
C
RE
EK
FE
AD
J
EB
LC
FS
N O
R
FO
LK
, V
A
JE
B
LI
TT
LE
C
R
EE
K
- F
O R
T
ST
O R
Y N
O R
FO
LK
/V
IR
G
IN
IA
B
EA
C
H , V
A
R O
D R
IQ
U
E Z
O U
TD
O
O R
R A
N G
E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
S U
R V
E Y
EO EO CL
AS NOTED
12919186
V-100
C. LONEY, PE
EXISTING STORMWATER INLET
EXISTING WATER VALVE
EXISTING STORMWATER LINE
EXISTING FENCE
EXISTING SANITARY SEWER LINE
EXISTING FIRE LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TELEPHONE CABLE
EXISTING FIRE BOX
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
Per Machmer Email 12/5/24
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
2"
TREE
22.14
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
POLE
POLE
TREE
POLE
POLE
FI
LE
N
AM
E:
K:
\V A\
Lit tle
Cr ee k\S ite wo rk\
Si teI mp ro ve me nts \S ite De ve lop me nt\
_1
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\B _D es ign
\D W
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TH
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N
AV
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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
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
100'0' 1"=50'
50'
A. ALL WORK SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL,
REGULATIONS, MIL-HDBK-1027 - 38, AND OSHA 29 CFR
1910.1025.
B. PRIOR TO COMMENCEMENT OF WORK, COORDINATE
WITH CONTRACTING OFFICER AND FACILITIES
MAINTENANCE SPECIALIST (FMS) TO ENSURE THAT
IMPACT BERM WILL BE ACCESSIBLE FOR THE DURATION
OF WORK.
C. CONTRACTOR MUST RESTORE LAYDOWN/STOCKPILE
AREA TO ORIGINAL LINE, GRADE AND CONDITION UPON
COMPLETION OF WORK
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
LI
TT
LE
C
RE
EK
FE
AD
J
EB
LC
FS
N
O R
FO
LK
, V A
JE
B
LI
TT
LE
C
R
EE
K
- F
O R
T
ST
O R
Y N
O R
FO
LK
/V
IR
G
IN
IA
B
EA
C
H , V
A
R O
D R
IG
U
E Z
O U
TD
O
O R
R A
N G
E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
1. INSTALL APPROX. 70 LF OF SILT FENCE
2. INSTALL APPROX. 60 LF OR SILT FENCE
3. CLEAR BRUSH, TRIM/ SAPLINGS AND REMOVE DEBRIES
AS REQUIRED TO REBUILD/ REGRADE THE IMPACT BERM
APPROXIMATELY 6050 SF FOR BIDDING PURPOSES
INCLUDE AN ADDITIONAL 15% OF AREA, FOR A TOTAL OF
6958 SF OR 773 SY.
4. CLEAR BRUSH, TRIM SAPLINGS AND REMOVE DEBRIES AS
REQUIRED TO REBUILD/ REGRADE THE IMPACT BERM
APPROXIMATELY 1770 SF FOR BIDDING PURPOSES
INCLUDE AN ADDITIONAL 15% OF AREA, FOR A TOTAL OF
2036 SF OR 226 SY.
5. INSTALL TREE PROTECTION, C-502
6. REWORK AREA
7. LIMITS OF DISTURBANCE
8. INSTALL DROP INLET PROTECTION
9. INSTALL APPROX 140 +/- LF OF SILT FENCE
10. LAYDOWN AREA
11. INSTALL APPROX 48 +/- LF OF SILT FENCE
S
IT
E D
E M
O
LI
TI
O
N P
LA
N
EO EO CL
AS NOTED
12919187
CD101
C. LONEY, PE
EXISTING STORMWATER INLET
EXISTING WATER VALVE
EXISTING STORMWATER LINE
EXISTING FENCE
EXISTING SANITARY SEWER LINE
EXISTING FIRE LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING FIRE BOX
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
EXISTING UNDERGROUND TELEPHONE CABLE
TREE PROTECTION
LEAD EXTRACTION AREA
LIMITS OF EXCAVATION
SILT FENCESF
DROP INLET PROTECTION
9 11
Per Machmer Email 12/5/24
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
RIFLE RANGE
3063 PARKING LOT
SF
SF
RIFLE RANGE
3063 PARKING LOT
SF
SF
RIFLE RANGE
3063 PARKING LOT
SF
SF
N
POLE
POLE
SF
SF
FI
LE
N
AM
E:
K:
\V A\
Lit tle
Cr ee k\S ite wo rk\
Si teI mp ro ve me nts \S ite De ve lop me nt\
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\B _D es ign
\D W
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\S he et\
_C
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AN
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IF
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R
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.dw g
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1, 6:
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A M
U
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D
EP
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TM
EN
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O F
TH
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N
AV
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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
EE
R
IN
G
S
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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
40'0' 1"=20'
20'10'
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
LI
TT
LE
C
RE
EK
FE
AD
J
EB
LC
FS
N O
R
FO
LK
, V
A
JE
B
LI
TT
LE
C
R
EE
K
- F
O R
T
ST
O R
Y N
O R
FO
LK
/V
IR
G
IN
IA
B
EA
C
H , V
A
R O
D R
IG
U
E Z
O U
TD
O
O R
R A
N G
E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
1. INSTALL SILT FENCE ON BERM AS INDICATED.
2. INSTALL SILT FENCE AROUND REWORK AREA
3. CLEAR BRUSH, TRIM SAPLINGS AND REMOVE DEBRIS AS
REQUIRED TO REBUILD/ REGRADE THE IMPACT BERM
APPROXIMATELY 6050SF. FOR BIDDING PURPOSES,
INCLUDE AN ADDITIONAL 15% OF AREA, FOR A TOTAL OF
6958 SF OR 773 SY.
4. WITH IN THE LIMITS, SCREEN AND REGRADE 6958 SF (773
SY) OF THE IMPACT BERM. FOR BIDDING PURPOSES, USE
AN APPROXIMATE AVERAGE DEPTH OF 3 FEET ( 773 CY).
5. LIMITS OF DISTURBANCE IN BETWEEN RED POLES
6. REWORK AREA 11MIL SHEET SHALL EXTEND 5FT PAST
SCREENING EQUIPMENT TO ENSURE CONTAINMENT OF
HAZARDOUS MATERIALS.
S
IT
E D
E M
O
LI
TI
O
N P
LA
N
R
IF
LE
R
A N
G E
EO EO CL
AS NOTED
12919188
CD102
C. LONEY, PE
A. ALL WORK SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL, REGULATIONS,
MIL-HDBK-1027 - 38, AND OSHA 29 CFR 1910.1025.
B. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WITH
CONTRACTING OFFICER AND FACILITIES MAINTENANCE
SPECIALIST (FMS) TO ENSURE THAT IMPACT BERM WILL BE
ACCESSIBLE FOR THE DURATION OF WORK.
C. CONTRACTOR MUST RESTORE LAYDOWN/STOCKPILE
AREA TO ORIGINAL LINE, GRADE AND CONDITION UPON
COMPLETION OF WORK5.
D. MATERIAL FROM IMPACT HOLES APPEARS TO HAVE
SLOUGHED DOWNSLOPE. THE EXCESS MATERIAL MAY BE
REUSED TO FILL VOIDS. ALSO REFER TO NOTES ON CG
SHEETS.
E. NO REWORKED MATERIAL SHALL BE STOCKPILED.
F. THE CONTRACTOR SHALL EXCAVATE THE FIRING RANGE
BERM WITHIN THE LIMITS OF DISTURBANCE, AS DEFINED
BY THE RED POLES, AND EXCAVATE THE UPPER BERM
SURFACE 3 FEET ABOVE THE IMPACT CAVITY FOR THE
RIFLE RANGE AND 2 FEET ABOVE THE IMPACT CAVITY FOR
THE PISTOL RANGE.
EXISTING FENCE
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
LEAD EXTRACTION AREA
LIMITS OF EXCAVATION
SILT FENCESF
LIMIT OF DISTURBANCE
3 4
Per Machmer Email 12/5/24
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
PISTOL
RANGE
U34
TREE
22.14
SF
SF
PISTOL
RANGE
U34
TREE
22.14
SF
SF
PISTOL
RANGE
U34
TREE
22.14
SF
SF
PISTOL
RANGE
U34
TREE
22.14
SF
SF
PISTOL
RANGE
U34
TREE
22.14
SF
SF
PISTOL
RANGE
U34
TREE
22.14
SF
SF
N
POLE
POLE
TREE
SF
SF
FI
LE
N
AM
E:
K:
\V A\
Lit tle
Cr ee k\S ite wo rk\
Si teI mp ro ve me nts \S ite De ve lop me nt\
_1
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\B _D es ign
\D W
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\S he et\
_C
IV
\C
D1
B
SI
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D
EM
OL
IT
IO
N
PL
AN
PI
ST
OL
R
AN
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.dw g
P
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TT
ED
: Tu es da y, Ja nu ar y 2
1, 6:
:16
A M
U
SE
R:
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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
40'0' 1"=20'
20'10'
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
LI
TT
LE
C
RE
EK
FE
AD
J
EB
LC
FS
N O
R
FO
LK
, V
A
JE
B
LI
TT
LE
C
R
EE
K
- F
O R
T
ST
O R
Y N
O R
FO
LK
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IR
G
IN
IA
B
EA
C
H , V
A
R O
D R
IG
U
E Z
O U
TD
O
O R
R A
N G
E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
S
IT
E D
E M
O
LI
TI
O
N P
LA
N
P
IS
TO
L R
A N
G E
EO EO CL
AS NOTED
12919189
CD103
C. LONEY, PE
A. ALL WORK SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL,
REGULATIONS, MIL-HDBK-1027 - 38, AND OSHA 29 CFR
1910.1025.
B. PRIOR TO COMMENCEMENT OF WORK, COORDINATE
WITH CONTRACTING OFFICER AND FACILITIES
MAINTENANCE SPECIALIST (FMS) TO ENSURE THAT
IMPACT BERM WILL BE ACCESSIBLE FOR THE DURATION
OF WORK.
C. CONTRACTOR MUST RESTORE LAYDOWN/STOCKPILE
AREA TO ORIGINAL LINE, GRADE AND CONDITION UPON
COMPLETION OF WORK
D. MATERIAL FROM IMPACT HOLES APPEARS TO HAVE
SLOUGHED DOWNSLOPE. THE EXCESS MATERIAL MAY
BE REUSED TO FILL VOIDS. ALSO REFER TO NOTES ON
CG SHEETS.
E. NO REWORKED MATERIAL SHALL BE STOCKPILED.
F. THE CONTRACTOR SHALL EXCAVATE THE FIRING RANGE
PERM WITHIN THE LIMITS OF DISTURBANCE AS DEFINED
BY THE RED POLES, AND EXCAVATE THE UPPER BERM
SURFACE 3 FEET ABOVE THE IMPACT CAVITY FOR THE
RIFLE RANGE AND 2 FEET ABOVE THE IMPACT CAVITY
FOR THE PISTOL RANGE
1. INSTALL SILT FENCE ON BERM AS INDICATED.
2. INSTALL SILT FENCE AROUND
LAYDOWN/STOCKPILE/WORK AREA
3. INSTALL TREE PROTECTION
4. CLEAR BRUSH, TRIM/ SAPLINGS AND REMOVE DEBRIS AS
REQUIRED TO REBUILD/ REGRADE THE IMPACT BERM
APPROXIMATELY 1770 SF. FOR BIDDING PURPOSES,
INCLUDE AN ADDITIONAL 15% OF AREA, FOR A TOTAL OF
2036 SF OR 226 SY.
5. WITH IN THE LIMITS, SCREEN AND REGRADE 2036 SF (226
SY) OF THE1770 SF IMPACT BERM. FOR BIDDING
PURPOSES, USE AN APPROXIMATE AVERAGE DEPTH OF 3
FEET ( 226 CY).
6. LAYDOWN/STOCKPILE/ REWORK AREA IS APPROXIMATELY
1225 SF (136 SY).; 140+/- LF OF SILT FENCE.
7. LIMITS OF DISTURBANCE IN BETWEEN RED POLES
8. REWORK AREA 11MIL SHEET SHALL EXTEND 5FT PAST
SCREENING EQUIPMENT TO ENSURE CONTAINMENT OF
HAZARDOUS MATERIALS.
EXISTING FENCE
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
LEAD EXTRACTION AREA
LIMITS OF EXCAVATION
SILT FENCESF
LIMIT OF DISTURBANCE
EXISTING SANITARY SEWER LINE
TREE PROTECTION
4 5
7 Per Machmer Email 12/5/24
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
CHUBB LAKE
SALERNO BEACH
PISTOL
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
0+00 1+001+13
BP
: 0
+0 0.0
EP
: 1
+1 2.5
1+00 2+00
3+00 4+004+18
EP
: 4
+1 8.3
80+
0+
BP: 0+00.00
EP: 0+67.04
0+
0+
BP: 0+00.00
EP: 0+69.44
0+
0+
BP: 0+00.00
EP: 0+69.44
0+
0+
BP: 0+00.00
EP: 0+55.36
0+
0+
BP: 0+00.00
EP: 0+58.25
0+
0+
BP: 0+00.00
EP: 0+54.82
FI
LE
N
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B
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B
C
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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C
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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
100'0' 1"=50'
50'
A. ALL WORK SHALL BE IN ACCORDANCE WILL ALL
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS,
MIL-HDBK-1027-3B, AND OSHA 29 CFR 1910.1025.
B. PRIOR TO COMMENCEMENT OF WORK, COORDINATE
WITH CONTRACTING OFFICER AND FACILITIES
MAINTENANCE SPECIALIST (FMS) TO ENSURE THAT
IMPACT BERM WILL BE ACCESSIBLE FOR THE DURATION
OF WORK.
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
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C
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FE
AD
J
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N O
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FO
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A
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O R
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IA
B
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A
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R A
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E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
1. WITHIN THESE LIMITS, PROMOTE POSITIVE DRAINAGE
AWAY FROM BASE OF IMPACT BERM. SOIL RECLAIMED IN
THE EFFORT WILL BE REUSED AS FILL MATERIAL TO
RE-ESTABLISH 2H:1V SLOPES AS NOTED.
2. REUSE AND REGRADE IMPACT BERM AT A 2H:1V SLOPE
WITH RECLAIMED SOIL MATCHING GRADES AT THE LIMIT
OF DISTURBANCE. FOR BIDDIING PURPOSES, PROVIDE
25% OF ADDITIONAL FILL MATERIAL TO ACHIEVE 2:1V, AS
NEEDED. ENTIRE SIDE SLOPE AREA OF IMPACT BERM
MUST BE COMPACTED TO A MINIMUM OF 95% ASTM D 698.
G R
A D
IN
G
P
LA
N
EO EO CL
AS NOTED
12919190
CG101
C. LONEY, PE
EXISTING STORMWATER INLET
EXISTING WATER VALVE
EXISTING STORMWATER LINE
EXISTING FENCE
EXISTING SANITARY SEWER LINE
EXISTING FIRE LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING FIRE BOX
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
EXISTING UNDERGROUND TELEPHONE CABLE
TREE PROTECTION
LEAD EXTRACTION AREA
LIMITS OF REGRADING/ GRADE SLOPE @ 2:1
SILT FENCESF
DROP INLET PROTECTION
11 2 2
Per Machmer Email 12/5/24
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
NUMBER 3436A
AutoCAD SHX Text 150'
AutoCAD SHX Text 4"
AutoCAD SHX Text
PUMPING STATION
AutoCAD SHX Text C.O.
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
0+00 1+00
2+00 3+00
4+00 4+18
BP
: 0
+0 0.0
EP
: 4
+1 8.3
0+
0+
BP: 0+00.00
EP: 0+67.04
0+
0+
BP: 0+00.00
EP: 0+69.44
0+
0+
BP: 0+00.00
EP: 0+69.44
0+00
.7
.72
.6
.59
0+25 0+50
.8
.85
0+67.04
.8
.78
0+00 0+25 0+50 0+67.04
0+00
.5
.48
.0
.04
0+25 0+50
.9
.86
0+69.44
.6
.64
0+00
.9
.95
.5
.52
0+25 0+50
.5
.46
0+69.44
.8
.81
FI
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TM
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TH
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N
AV
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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
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EN
G
IN
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G
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M
AN
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M
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C
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IP
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
40'0' 1"=20'
20'10'
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
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C
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FE
AD
J
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LC
FS
N O
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FO
LK
, V
A
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B
LI
TT
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C
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EE
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- F
O R
T
ST
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Y N
O R
FO
LK
, V
IR
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IN
IA
B
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C
H , V
A
R O
D R
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U
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TD
O
O R
R A
N G
E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F. FRANKLIN
N/A
1795368
N/A
G R
A D
IN
G
P
LA
N
R
IF
LE
R
A N
G E
EO EO CL
AS NOTED
12919191
CG102
C. LONEY, PE
A. ALL WORK SHALL BE IN ACCORDANCE WILL ALL
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS,
MIL-HDBK-1027-3B, AND OSHA 29 CFR 1910.1025.
B. PRIOR TO COMMENCEMENT OF WORK, COORDINATE
WITH CONTRACTING OFFICER AND FACILITIES
MAINTENANCE SPECIALIST (FMS) TO ENSURE THAT
IMPACT BERM WILL BE ACCESSIBLE FOR THE DURATION
OF WORK.
1. WITHIN THESE LIMITS, TO PROMOTE POSITIVE DRAINAGE
AWAY FROM BASE OF IMPACT BERM. SOIL RECLAIMED IN
THE EFFORT WILL BE REUSED AS FILL MATERIAL TO
RE-ESTABLISH 2H:1V SLOPES AS NOTED.
2. REUSE AND REGRADE IMPACT BERM AT A 2H:1V SLOPE
WITH RECLAIMED SOIL MATCHING GRADES AT THE LIMIT
OF DISTURBANCE. FOR BIDDIING PURPOSES, PROVIDE
25% (213 CY) OF ADDITIONAL FILL MATERIAL TO ACHIEVE
2:1V SLOPE, AS NEEDED. ENTIRE SIDE SLOPE AREA OF
IMPACT BERM MUST BE COMPACTED TO A MINIMUM OF
95% ASTM D 698.
EXISTING FENCE
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
LEAD EXTRACTION AREA
LIMITS OF REGRADING/GRADE SLOPE @ 2:1
SILT FENCESF
LIMIT OF DISTURBANCE
EROSION GULLIES/ IMPACT HOLES/VOID CAVITIES FILLED WITH
COMPACTED EXCESS ON-SITE SOIL AND IMPORTED BACKFILL AS
NEEDED TO MATCH SURROUNDING GROUND SURFACE
EROSION GULLIES/ IMPACT HOLES/VOID CAVITIES FILLED WITH
COMPACTED EXCESS ON-SITE SOIL AND IMPORTED BACKFILL AS
NEEDED TO MATCH SURROUNDING GROUND SURFACE
EROSION GULLIES/ IMPACT HOLES/VOID CAVITIES FILLED WITH
COMPACTED EXCESS ON-SITE SOIL AND IMPORTED BACKFILL AS
NEEDED TO MATCH SURROUNDING GROUND SURFACE
SLOUGHED SOIL MUST BE REMOVED; EXCESS
SOIL MAY BE REUSED TO FILL VOID CAVITIES
SLOUGHED SOIL MUST BE REMOVED; EXCESS
SOIL MAY BE REUSED TO FILL VOID CAVITIES
SLOUGHED SOIL MUST BE REMOVED; EXCESS
SOIL MAY BE REUSED TO FILL VOID CAVITIES
50.00% 50.00% 50.00%
-6.00% -6.00% -6.00%
Per Machmer Email 12/5/24
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
CP94
AutoCAD SHX Text
AutoCAD SHX Text
CP94
TREE
22.14
SF
SF
SF
SF
TREE
22.14
SF
SF
SF
SF
TREE
22.14
SF
SF
SF
SF
TREE
22.14
SF
SF
SF
SF
TREE
22.14
SF
SF
SF
SF
TREE
22.14
SF
SF
SF
SF
0+00
1+00 1+13BP
: 0 +0
0.0
EP
: 1
+1 2.5
0+
0+
BP: 0+00.00
EP: 0+55.36
0+
0+
BP: 0+00.00
EP: 0+58.25
0+
0+
BP: 0+00.00
EP: 0+54.82
0+00
.0
.02
.5
.47
0+25 0+50
9.
9.0
0+55.36
8.
8.6
0+00
.4
.40
.5
.46
0+25 0+50
9.
9.8
0+58.25
8.
8.5 3 5
0+00
.0
.00
.5
.53
0+25 0+50
9.
9.6
0+54.82
8.
8.8
FI
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EN
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TH
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N
AV
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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
EE
R
IN
G
S
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TE
M
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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
40'0' 1"=20'
20'10'
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
LI
TT
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C
RE
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FE
AD
J
EB
LC
FS
N O
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FO
LK
, V
A
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B
LI
TT
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C
R
EE
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- F
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T
ST
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Y N
O R
FO
LK
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IN
IA
B
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R A
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E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F.FRANKLIN, PE
N/A
1795368
N/A
G R
A D
IN
G
P
LA
N
P
IS
TO
L
R A
N G
E
EO EO CL
AS NOTED
12919192
CG103
C.LONEY, PE
A. ALL WORK SHALL BE IN ACCORDANCE WILL ALL
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS,
MIL-HDBK-1027-3B, AND OSHA 29 CFR 1910.1025.
B. PRIOR TO COMMENCEMENT OF WORK, COORDINATE
WITH CONTRACTING OFFICER AND FACILITIES
MAINTENANCE SPECIALIST (FMS) TO ENSURE THAT
IMPACT BERM WILL BE ACCESSIBLE FOR THE DURATION
OF WORK.
1. WITHIN THESE LIMITS, PROMOTE POSITIVE DRAINAGE
AWAY FROM BASE OF IMPACT BERM. SOIL RECLAIMED IN
THE EFFORT WILL BE REUSED AS FILL MATERIAL TO
RE-ESTABLISH 2H:1V SLOPES AS NOTED.
2. REUSE AND REGRADE IMPACT BERM AT A 2H:1V SLOPE
WITH RECLAIMED SOIL MATCHING GRADES AT THE LIMIT
OF DISTURBANCE. FOR BIDDIING PURPOSES, PROVIDE
25% (63 CY) OF ADDITIONAL FILL MATERIAL TO ACHIEVE
2:1V, AS NEEDED. ENTIRE SIDE SLOPE AREA OF IMPACT
BERM MUST BE COMPACTED TO A MINIMUM OF 95% ASTM
D 689.
EXISTING FENCE
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
LEAD EXTRACTION AREA
LIMITS OF REGRADING/ GRADE SLOPE @ 2:1
SILT FENCESF
LIMIT OF DISTURBANCE
EXISTING SANITARY SEWER LINE
TREE PROTECTION
EROSION GULLIES/ IMPACT HOLES/VOID CAVITIES FILLED WITH
COMPACTED EXCESS ON-SITE SOIL AND IMPORTED BACKFILL AS
NEEDED TO MATCH SURROUNDING GROUND SURFACE
EROSION GULLIES/ IMPACT HOLES/VOID CAVITIES FILLED WITH
COMPACTED EXCESS ON-SITE SOIL AND IMPORTED BACKFILL AS
NEEDED TO MATCH SURROUNDING GROUND SURFACEEROSION GULLIES/ IMPACT HOLES/VOID CAVITIES FILLED WITH
COMPACTED EXCESS ON-SITE SOIL AND IMPORTED BACKFILL AS
NEEDED TO MATCH SURROUNDING GROUND SURFACE
SLOUGHED SOIL MUST BE REMOVED; EXCESS
SOIL MAY BE REUSED TO FILL VOID CAVITIES
SLOUGHED SOIL MUST BE REMOVED; EXCESS
SOIL MAY BE REUSED TO FILL VOID CAVITIESSLOUGHED SOIL MUST BE REMOVED; EXCESS
SOIL MAY BE REUSED TO FILL VOID CAVITIES
50.00%
50.00% 50.00%
-6.00%-6.00%
-6.00%
Per Machmer Email 12/5/24
SALERNO BEACH
RANGE
U34
RIFLE RANGE
PARKING LOT
CHESEAPEAKE
BAY
TREE
22.14
25.0023.0021.0019.0018.00 16.0015.0014.00
13.0012.0011.00
11.0012.0013.00 15.0017.0019.0021.0023.0025.00
POLE
POLE
TREE
POLE
POLE
FI
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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
EE
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IN
G
S
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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
100'0' 1"=50'
50'
A. ALL WORK SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS,
MIL-HDBK-1027-3B, AND OSHA 29 CFR 1910.1025.
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
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NG
IN
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S
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IN
G A
N D
R E
P A
IR
B
E R
M S
E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
1. WITHIN THESE LIMITS, PROVIDE AND COMPACT TOPSOIL
AS REQUIRED AND INSTALL SOD (APPROX 9000 SF)).
REFER TO SOD INSTALLATION DETAIL ON SHEET C-501.
PROVIDE WATERING AS NECESSARY TO ENSURE THAT
SOD SURVIVES.
2. TOPSOIL AND SEED ALL OTHER DISTURBED AREAS.
3. ONCE SITE IS STABLE AND SOD HAS BEEN MOWED TWICE,
SILT FENCE MUST BE DEMOLISHED IN ACCORDANCE WITH
FEDERAL, STATE AND LOCAL REGULATIONS.
4. REMOVE DROP INLET PROTECTION ONCE THE SITE IS
SECURED IN ACCORDANCE WITH FEDERAL, STATE AND
LOCAL REGULATIONS.
S
IT
E P
LA
N
EO EO CL
AS NOTED
12919193
CS101
C. LONEY, PE
EXISTING STORMWATER INLET
EXISTING WATER VALVE
EXISTING STORMWATER LINE
EXISTING FENCE
EXISTING SANITARY SEWER LINE
EXISTING FIRE LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING FIRE BOX
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
EXISTING UNDERGROUND TELEPHONE CABLE
TREE PROTECTION
LEAD EXTRACTION AREA
LIMITS OF TOPSOIL AND SOD
SILT FENCESF
1 1
DROP INLET PROTECTION
Per Machmer Email 12/5/24
AutoCAD SHX Text M.H.
AutoCAD SHX Text M.H.
AutoCAD SHX Text
450 GAL S.T.
AutoCAD SHX Text
CP94
AutoCAD SHX Text
DP39
AutoCAD SHX Text
DP34
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 84-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
RIFLE RANGE
3063 PARKING LOT
25.00 23.0021.00
19.0018.00
16.00 15.0014.00
13.0012.00 11.00
11.00 12.00
13.00
15.00 17.00
19.00 21.00
23.00 25.00
SF
SF
POLE
POLE
SF
SF
D
EP
AR
TM
EN
T
O F
TH
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N
AV
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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
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F
AC
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IN
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S C
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AN
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DES DRW
M
AR
K D
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C
R
IP
TI
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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
40'0' 1"=20'
20'10'
A. ALL WORK SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS,
MIL-HDBK-1027-3B, AND OSHA 29 CFR 1910.1025.
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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TE
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CO
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AN
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IA
B
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C
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E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E. ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
R
IF
LE
R
A N
G E
S
IT
E P
LA
N
EO EO CL
AS NOTED
12919194
CS102
C. LONEY, PE
FI
LE
N
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:38 A
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1. WITHIN THESE LIMITS, PROVIDE AND COMPACT TOPSOIL
AS REQUIRED AND INSTALL SOD (APPROX. 6958 SF).
REFER TO SOD INSTALLATION DETAIL ON SHEET C-501.
PROVIDE WATERING AS NECESSARY TO ENSURE THAT
SOD SURVIVES.
2. TOPSOIL AND SEED ALL OTHER DISTURBED AREAS.
3. ONCE SITE IS STABLE AND SOD HAS BEEN MOWED
TWICE SILT FENCE MUST BE DEMOLISHED IN
ACCORDANCE WITH FEDERAL, STATE AND LOCAL
REGULATIONS.
EXISTING FENCE
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
LEAD EXTRACTION AREA
LIMITS OF TOPSOIL AND SOD
SILT FENCESF
LIMIT OF DISTURBANCE
Per Machmer Email 12/5/24
AutoCAD SHX Text
CP94
AutoCAD SHX Text
RANGE
U34
TREE
22.14
SF
SF
POLE
POLE
TREE
SF
SF
FI
LE
N
AM
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1 2 3 4 5
1 2 3 4 5
A
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C
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
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C
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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
40'0' 1"=20'
20'10'
A. ALL WORK SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS,
MIL-HDBK-1027-3B, AND OSHA 29 CFR 1910.1025.
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES#
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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TE
M
S
CO
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AN
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C
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FE
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J
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LC
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N O
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FO
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, V
A
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Y N
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IA
B
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C
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A
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O
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R A
N G
E S
D E
-L E
A D
IN
G
A N
D R
E P
A
IR
B E
R M
S
E.ORTIZ
F.FRANKLIN, PE
N/A
1795368
N/A
1. WITHIN THESE LIMITS, PROVIDE AND COMPACT TOPSOIL
AS REQUIRED AND INSTALL SOD (APPROX. 2036 SF).
REFER TO SOD INSTALLATION DETAIL ON C-501.
2. TOPSOIL AND SEED ALL OTHER DISTURBED AREAS.
3. ONCE SITE IS STABLE AND SOD HAS BEEN MOWED TWICE,
SILT FENCE MUST BE DEMOLISHED IN ACCORDANCE WITH
FEDERAL, STATE AND LOCAL REGULATIONS.
P
IS
TO
L
R A
N G
E S
IT
E
P
LA
N
EO EO CL
AS NOTED
12919195
CS103
C. LONEY, PE
EXISTING FENCE
EXISTING WATERLINE
EXISTING UNDERGROUND ELECTRIC POLE
LEAD EXTRACTION AREA
LIMITS OF TOPSOIL AND SOD
SILT FENCESF
LIMIT OF DISTURBANCE
EXISTING SANITARY SEWER LINE
TREE PROTECTION
Per Machmer Email 12/5/24
AutoCAD SHX Text
SODDING SPECIFICATIONS
REF: PER STD. SPEC 32 92 23 - SODDING
1992 3.33
SODDING
LAY SOD IN A STAGGERED PATTERN.
BUTT THE STRIPS TIGHTLY AGAINST
EACH OTHER. DO NOT LEAVE SPACES
AND DO NOT OVERLAP. A SHARPENED
MASON'S TROWEL IS A HANDY TOOL
FOR TUCKING DOWN THE ENDS AND
TRIMMING PIECES.
BUTTING - ANGLED ENDS CAUSED BY
THE AUTOMATIC SOD CUTTER MUST
BE MATCHED CORRECTLY.
ROLL SOD IMMEDIIATELY TO
ACHIEVE FIRM CONTACT
WITH THE SOIL
WATER TO A DEPTH OF 4" AS NEEDED.
WATER WELL AS SOON AS THE SOD IS
LAID
MOW WHEN THE SOD IS ESTABLISHED
- IN 2-3 WEEKS: SET THE MOWER HIGH
(2"-3")
APPEARANCE OF GOOD SOD
SHOOTS - OR GRASS BLADES. GRASS SHOULD BE
GREEN AND HEALTHY, MOWED AT A 2"-3"
CUTTING HEIGHT
THATCH - GRASS CLIPPINGS AND DEAD LEAVES,
UP TO 1/2" THICK.
ROOT ZONE - SOIL AND ROOTS
SHOULD BE 1/2" - 3/4" THICK WITH
DENSE ROOT MAT FOR STRENGTH.
INSTALL PER STD. SPECIFICATION 32 92 23 SODDING
SOURCE: VA DSWC PLATE 3.33-1
3.331992
SOD PATTERN STAKE SPACING
24"x16" SOD
SOD INSTALLATION DETAIL
FLOW
FLOW
SILT/SEDIMENT FENCE (SF)
TABLE 3.33-A (CONTINUED)
TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES
TALL FESCUE: ADAPTED TO THE ENTIRE SITE.
RECOMMENDED TALL FESCUE VARIETIES:
90-100% AMIGO, APACHE, BONANZA, CHIEFTAIN, FINELAWN 5GL,
MESA, REBEL II, SHENANDOAH, TRIBUTE
PROMISING TALL FESCUES
CERTIFIED ARRIBA, AUSTIN, AVANTI, AZTEC, COCHISE, CROSSFIRE,
ELDORADO, HUBBARD 87, JAGUAR II, MAVERICK II, MONARCH, OLYPMPIC II,
PHOENIX, SARARI, SHORTSTOP, SUNDANCE, TAURUS, THOROUGHBRED,
TITAN, TRADITION, VEGAS, WINCHESTER, WRANGLER
0-10% KENTUCKY BLUEGRASS: BARON, CHERI, COLUMBIA,
MONOPOLY, NASSAU, RAM I, VICTA
BERMUDAGRASS: TUFCOTE IS ADAPTED TO THE RICHMOND-DANVILLE-NEWPORT NEWS
TRIANGLE. MIDIRON MAY BE USED EAST OF ROANOKE AND SOUTH OF CHARLOTTESVILLE.
TIFGREEN AND TIFWAY MAY BE USED TO THE EAST AND SOUTH OF RICHMOND, VAMONT
MAY BE USED EAST OF ROANOIKE AND AT LOWER ELEVATIONS IN SOUTHWESTERN
VIRGINIA.
CERTIFIED MIDIRON, TIFGREEN#, TIFWAY, TIFWAY II, TUFCOTE AND VAMONT
ZOYSIAGRASS: THIS SOD PERFORMS BEST IN SOUTHEASTERN VIRGINIA.
MEYER, EMERALD#
NOTE: COMMON BERMUDAGRASS IS NOT RECOMMENDED FOR SOD PRODUCTION.
# ONLY RECOMMENDED IN SOUTHEASTERN VIRGINIA.
TYPICAL SECTION THROUGH REPAIRED SLOPE
4" TOPSOIL & SEED, INCLUDES:
LIMESTONE, FERTILIZER AND MULCH
TOPSOIL AND SEED
FI
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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F
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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
NA
VA
L
FA
CI
LI
TI
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NG
IN
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S
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B E
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E.ORTIZ
F. FRANKLIN, PE
N/A
1795368
N/A
D E
TA
IL
S H
E E
T
EO EO CL
AS NOTED
12919196
C-501
C. LONEY, PE
Per Machmer Email 12/5/24
AutoCAD SHX Text SOD INSTALLATION NOTES: 1. PLACE SOD AFTER FINAL GRADE AND SOIL COMPACTION ARE ACHIEVED. PLACE SOD AFTER FINAL GRADE AND SOIL COMPACTION ARE ACHIEVED. 2. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING INSTALLATION. 3. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY BEFORE LAYING THE SOD TO COOL THE SOIL AND REDUCE ROOT BURNING AND DIEBACK. 4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHT TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT IRREGULAR SHAPED AREAS. 5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION IN THE DIRECTION OF WATER FLOW (PARALLEL WITH THE INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION IN THE DIRECTION OF WATER FLOW (PARALLEL WITH THE SLOPE). 6. PERIODICALLY, INSTALL TWO ROWS PERPENDICULAR TO THE FLOW DIRECTION (SLOPE) TO REDUCE THE POSSIBILITY OF PERIODICALLY, INSTALL TWO ROWS PERPENDICULAR TO THE FLOW DIRECTION (SLOPE) TO REDUCE THE POSSIBILITY OF WATER FLOWING ALONG THE SEAMS OF THE SOD. (SEE BELOW). 7. SOD SHOULD BE PINNED IN PLACE USING 8" BIODEGRADABLE LANDSCAPE STAKES WITH AN ALTERNATING RIB DESIGN. SOD SHOULD BE PINNED IN PLACE USING 8" BIODEGRADABLE LANDSCAPE STAKES WITH AN ALTERNATING RIB DESIGN. USE A MINIMUM OF 4 STAKES PER PIECE OF 16"x24" SOD, PLACED 2" FROM THE EDGE AT EACH CORNER. 8. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. 9. AFTER ROLLING, IRRIGATE UNTIL THE SOD IS WET 4 INCHES BELOW THE SOD. AFTER ROLLING, IRRIGATE UNTIL THE SOD IS WET 4 INCHES BELOW THE SOD. 10. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD. RESISTANCE INDICATES THAT ROOTING HAS OCCURRED.
AutoCAD SHX Text
TOP OF SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 4"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
3' MIN.
AutoCAD SHX Text
1. SET POSTS AND EXCAVATE A 4"X4" SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS.
AutoCAD SHX Text
2. ATTACH THE FILTER FABRIC TO THE ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH.
AutoCAD SHX Text
3. BACKFILL AND COMPACT THE BACKFILL AND COMPACT THE EXCAVATED SOIL.
AutoCAD SHX Text
EXTENSION OF FABRIC INTO THE TRENCH.
AutoCAD SHX Text
6' MAX
AutoCAD SHX Text
STEEL OR WOOD POST EMBEDDED 3 FEET
AutoCAD SHX Text
FABRIC HEIGHT LESS THAN 36" ABOVE GRADE
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY SHEET OR OVERLAND SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EXISTING GRADE (VARIES)
AutoCAD SHX Text
EXISTING EROSION GULLIES, VOID CAVITIES AND AREAS OF SLOUGHING
AutoCAD SHX Text
NEW SOD (TIFWAY BERMUDAGRASS) SEE SOD INSTALLATION DETAIL
AutoCAD SHX Text
MINIMUM 4" LAYER OF TOPSOIL COMPACTED TO 90% OF ASTM D 698
AutoCAD SHX Text
FINAL GRADE 2:1 SLOPE
AutoCAD SHX Text 8" BIODEGRADABLE STAKE (TYP.) (SEE SOD INSTALLATION DETAIL FOR SPACING REQUIREMENTS)
AutoCAD SHX Text
EXISTING GRAVEL DRIVE
AutoCAD SHX Text
EXISTING EMBANKMENT MATERIAL
AutoCAD SHX Text
RECOMPACT TO A MINIMUM 95% OF ASTM D 698 (TYP.)
AutoCAD SHX Text FILL AND COMPACT WITH EXCAVATED OR IMPORTED BACKFILL AND RECOMPACT TO A MINIMUM 95% OF ASTM D 698 (TYP.) MATCH EXISTING SURROUNDING GRADE SURFACE
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text NOTE: THIS DETAIL SHALL BE USED FOR ALL OTHER INCIDENTAL THIS DETAIL SHALL BE USED FOR ALL OTHER INCIDENTAL AREAS THAT MAY BE DISTURBED DURING THE COURSE OF CONSTRUCTION, SUCH AS THE LAYDOWN/STOCKPILE AREAS.
AutoCAD SHX Text
EXTEND SOD 10 FT OR TO EDGE OF CONCRETE
EXCAVATE 3 FEET DEEP FROM EXISTING SURFACE MINIMUM, SCREEN SOIL TO REMOVE LEAD AND CONTAMINATES AND REINSTALL CLEAN FILL
TREE PROTECTION
FI
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1 2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
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C
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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
NA
VA
L
FA
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TI
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IN
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S
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F. FRANKLIN, PE
N/A
1795368
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AS NOTED
12919197
C-502
C. LONEY, PE
Per Machmer Email 12/5/24
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
AutoCAD SHX Text
2" X 2" STAKES AT 4' C.C.
AutoCAD SHX Text
DRIP LINE
4' -0" HIGH VISIBILITY CONSTRUCTION FENCING
| Sheets and Views |
| G-001 COVER SHEET |
| VISCINITY MAP |
| V-100 SURVEY |
| CD101 SITE DEMOLITION PLAN |
| CD102 SITE DEMOLITION PLAN RIFLE RANGE |
| CD103 SITE DEMOLITION PLAN - PISTOL RANGE |
| CG101 GRADING PLAN |
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