P440-1758378_P441-1758380_RECRUIT BARRACKS_2ND REVISION.pdf
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- DESIGN-BID-BUILD, FOR THE P440 & 441 RECRUIT BARRACKS, MCRD PARRIS ISLAND, SOUTH CAROLINA
- Solicitation number
- N4008525R2510
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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 12913748, 12913749 12913750, 12913751, 12913789, 12913794, 12913795, 12913803,12913804, 12913813, 12913846, 12913847, 12913856, 12913857, 12913916, 12913949, 12913986, 12913987, 12913989, 12913990, 12913991, 12913992, 12914111, 12914157, 12914245, 12914246, 12914302, 12914335, 12914336, 12914345, 12914346, 12914399, 12914432, 12914469, 12914470, 12914472, 12914473, 12914474, 12914475, 12914593, 12914638, 12914640, 12914642, 12914643, 12914646, 12914647, 12914648, 12914649, 12914650, and 12914651 are revised as of June 10, 2025. These revised drawings accompany this amendment.
P440 Recruit Barracks (WON: 1758378)
On NAVFAC Dwg. No. 12913748 (CD101)
Drawings
1. Revised sawcut lines to match pavement overlay limits shown on site plans.
2. Revised General Note A
On NAVFAC Dwg. No. 12913749 (CD102)
Drawings
1. Revised sawcut lines to match pavement overlay limits shown on site plans.
2. Revised General Note B
On NAVFAC Dwg. No. 12913750 (CS101)
Work Keynotes
1. Removed Keynote 39. “CONCRETE SIDEWALK, DETAIL CS503/C4 – OPTION”
2. Removed plan Keynote callout 39.
On NAVFAC Dwg. No. 12913751 (CS102)
Work Keynotes
1. Removed Keynote 7, 8, 9, 10 and 11
2. Removed “OPTION” from Keynote 12
3. Removed plan view detail A4 “CONCRETE SIDEWALK – OPTION”
4. Updated plan keynote 10 to 12 in plan view C2
On NAVFAC Dwg. No. 12913789 (CE001)
1. Removed Interim Phase note 12. “IF PROJECT P441 IS NOT AWARDED, STABILIZE
BUILDING DEMOLITION SITE WITH PERMANENT SEED.”
On NAVFAC Dwg. No. 12913794 (CE121)
Work Keynotes
1. Removed General Sheet Note F. “IF P441 IS NOT EXERCISED, PROVIDE PERMANENT
STABILIZATION IN LIEU OF TEMPORARY SEED.”
On NAVFAC Dwg. No. 12913795 (CE122)
Work Keynotes
1. Removed General Sheet Note C. “IF P441 IS NOT EXERCISED, PROVIDE PERMANENT
STABILIZATION IN LIEU OF TEMPORARY SEED.”
On NAVFAC Dwg. No. 12913803 (LP102)
1. Removed plan view detail A1 “ADDITIVE OPTION”
On NAVFAC Dwg. No. 12913804 (LP501)
Work Keynotes
1. Removed additive option quantity for SOD.
On NAVFAC Dwg. No. 12913813 (S-001)
Structural Concrete Notes
1. Removed note “11”.
On NAVFAC Dwg. No. 12913846 (SF104.1)
Attic Floor Framing Plan – Part 1
1. Updated lintel callout.
On NAVFAC Dwg. No. 12913847 (SF104.1)
Attic Floor Framing Plan – Part 2
1. Updated lintel callout.
2. Added section mark B2/SF404.
On NAVFAC Dwg. No. 12913856 (SF403)
Framing Sections and Details
1. Updated Section C4/SF403.
On NAVFAC Dwg. No. 12913857 (SF404)
Enlarged Plans and Sections
1. Added Section B2/SF404
On NAVFAC Dwg. No. 12913916(AE301)
Building Section – Longitudinal
1. Removed Keynote 14 from A1/AE301 at column line “Y”.
On NAVFAC Dwg. No. 12913949(AE510)
Exterior Details
1. Revised Detail A2/AE510 to coordinate with Structural.
2. Revised Detail B1/AE510 to coordinate with Structural.
On NAVFAC Dwg. No. 12913986(IN401)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12913987(IN402)
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12913989(IN601)
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12913990(IN602)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12913991(IN603)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12913992(IN604)
On NAVFAC Dwg. No 12914111(ES103)
1. Changed Keynote 1 to read “PROVIDE MANHOLE TYPE 4...”
On NAVFAC Dwg. No. 12914157 (TT601)
1. Changed “100 PAIR COPPER...” to “50 PAIR COPPER...”.
P441 Recruit Barracks (WON: 1758380)
On NAVFAC Dwg. No. 12914245 (CD101)
Work Keynotes
1. Provided Keynote 11 on site plan.
2. Revised General Note B
Drawings
3. Revised sawcut and pavement removal limits to match overlay and proposed pavement shown in site plans.
On NAVFAC Dwg. No. 12914246 (CD102)
Work Keynotes
1. Revised General Note B
On NAVFAC Dwg. No. 12914302 (S-001)
Structural Concrete Notes
1. Removed note “11”.
On NAVFAC Dwg. No. 12914335 (SF104.1)
Attic Floor Framing Plan – Part 1
1. Updated lintel callout.
On NAVFAC Dwg. No. 12914336 (SF104.1)
Attic Floor Framing Plan – Part 2
1. Updated lintel callout.
2. Added section mark B2/SF404.
On NAVFAC Dwg. No. 12914345 (SF403)
Framing Sections and Details
1. Updated Section C4/SF403.
On NAVFAC Dwg. No. 12914346 (SF404)
Enlarged Plans and Sections
1. Added Section B2/SF404
On NAVFAC Dwg. No. 12914399(AE301)
Building Section – Longitudinal
1. Removed Keynote 14 from A1/AE301 at column line “Y”.
On NAVFAC Dwg. No. 12914432(AE510)
Exterior Details
1. Revised Detail A2/AE510 to coordinate with Structural.
2. Revised Detail B1/AE510 to coordinate with Structural.
On NAVFAC Dwg. No. 12914469(IN401)
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12914470(IN402)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12914472(IN601)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12914473(IN602)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12914474(IN603)
General Sheet Notes
1. Added General Sheet Note “G.”
On NAVFAC Dwg. No. 12914475(IN604)
On NAVFAC Dwg. No. 12914593(ES101)
1. Changed Keynote 6 to read “TRAFFIC RATED MANHOLE, TYPE 4...”.
On NAVFAC Dwg. No. 12914638 (TT601)
1. Changed “100 PAIR COPPER...” to “50 PAIR COPPER...”.
P440/P441 Recruit Barracks Photovoltaic Array (WON: 1758378_1758380)
On NAVFAC Dwg. No. 12914640 (GI101)
1. Edited 3 notes for clarity.
On NAVFAC Dwg. No. 12914642 (HV101)
1. Edited sheet notes for clarity.
On NAVFAC Dwg. No. 12914643 (V001)
1. Edited 1 note for clarity.
On NAVFAC Dwg. No. 12914646 (V101)
1. Added key plan for clarity.
On NAVFAC Dwg. No. 12914647 (V102)
1. Added key plan for clarity.
2. Edited survey for clarity:
a. Former building foundations are present
b. Unknown utilities are present beneath PV array location.
On NAVFAC Dwg. No. 12914648 (V103)
1. Added key plan for clarity.
On NAVFAC Dwg. No. 12914649 (V104)
1. Added key plan for clarity.
On NAVFAC Dwg. No. 12914650 (ES101)
1. Added photovoltaic array layout to the proposed site.
On NAVFAC Dwg. No. 12914651(ES401)
1. Edited General Notes 1 through 3 for clarity.
Work Keynotes
2. Edited note 1 for clarity.
3. Added note to read “PHOTOVOLTAIC ARRAY LOCATION. PROVIDE PANELS, STRUCTURES, FOUNDATION, COMBINER BOXES, INVERTERS, CABLING, AND ALL
OTHER EQUIPMENT AND APPURTENANCES REQUIRED FOR A COMPLETE
INSTALLATION TO TIE INTO THE EXISTING GRID. EQUIPMENT LISTED IS NOT ALL
INCLUSIVE.”
Drawing Layout
4. Added keynote 2.
5. Relocated keynote 1.
6. Relocated and reworded note.
SPECIFICATIONS VOLUME I OF II
Section 01 19 00.15 22 TOTAL BUILDING COMMISSIONING
Amendment: Removed Design Phase language. Replace Specification Section ‘01 19 00.15 22 TOTAL BUILDING COMMISSIONING’ in its entirety.
This revised specification section accompanies this amendment.
Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
Amendment: Revised time period for the Land Use Disturbance Work Plan and provide clarity of the Work Plan intent.
Section 1.5 Special Environmental Requirements includes the following language:
Comply with the special environmental requirements listed here and within project permits such as the Erosion and Sediment Control and Stormwater Management permit, general construction permit, utility permits, Installation specific Management Plans, Construction Worker Authorization, project specific NEPA documentation (signed NEPA Decision Memorandum), and demolition permits. See the
<ATT>Permit Record of Decision Form</ATT> attached, under separate cover, for additional information
Due to the suspected presence of known residual petroleum, PFAS, and presence of metals within soil and groundwater at the site, all site workers who come in contact with contaminated soil and groundwater must be 29 CFR 1910.120 HAZWOPER certified personnel with current 8-hr HAZWOPER refresher certificates. All certificates of site workers must be kept onsite within the Environmental Manager documentation and submitted as an Appendix within the Environmental Protection Plan.
As a portion of the work falls within the Environmental Restoration Program Unexploded Ordnance (UXO) 4 (see drawings), a <SUB>Land Use Control Disturbance Work Plan</SUB> must be developed by the construction contractor. The Work Plan must be reviewed and approved by the Environmental Restoration Program Partnering Team, which includes representatives of MCRD Parris Island, NAVFAC MIDLANT, United States Environmental Protection Agency (USEPA), and South Carolina Department of Environmental Services (SCDES). Additional reviewers are MARCORSYSCOM and the Installation Explosive Safety Officer. This Work Plan defines the work elements required for the project within the Land Use Control areas (including UXO impacts/presence AND contaminant [including, but not limited to, PFAS, metals, petroleum] impacted soil and groundwater), waste management requirements, construction worker safety, conformance with the Explosive Safety Submission Determination, etc. The Land Use Control Disturbance Work Plan will require a minimum of 9 months to review and approve and a minimum of 3 iterations of the document are anticipated. No ground disturbance and/or intrusive activities of the area within UXO 4 is permitted without the Work Plan approval from the ERP Partnering Team. The construction schedule must be planned around the Work Plan review periods provided.
Section 10 26 00 WALL AND DOOR PROTECTION
Amendment: Article 1.5, Removed “5_years”.
Section 23 09 00.00 22 INSTRUMENTATION AND CONTROL FOR HVAC
Amendment: Paragraph 1.1, 1.2, Removed, “or Niagara BACnet systems, and other referenced Sections.”
from the paragraph.
Amendment: Paragraph 1.3, Removed referenced Tridium, Inc (Tridium) from the reference list.
Amendment: Paragraph 1.4.51, “For non Niagara-based BACnet systems, a property, setting, or value in a device is Operator Configurable when it is Configurable and is either:
a. a Writable Property of a Standard BACnet Object; or
b. a Property of a Standard BACnet Object that is Writable when Out_Of_Service is TRUE and Out_Of_Service is Writable.”
Amendment: Part 2 Products, Removed " or Niagara BACnet systems, other referenced Sections, and this section”
Section 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, ADDRESSABLE
Amendment: Paragraph 2.3, Replaced “Siemens FireFinder XLS” with “Siemens Cerberus Pro Modular”.
SPECIFICATIONS ATTACHMENTS VOLUME II OF II
Amendment: Reference Drawings have been included for Building 739 Demolition
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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
CD101
GENERAL SHEET NOTES
GRAPHIC SCALE
A. PERFORM DEMOLITION OF CONCRETE SUCH THAT
MATERIALS MAY BE SALVAGED.
B. SALVAGE MATERIALS DEEMED SUITABLE FOR RECYCLING
IN ACCORDANCE WITH SPECIFICATIONS, BASE
ENVIRONMENTAL AND STATE REGULATIONS.
C. PROVIDE TREE PROTECTION FENCE AROUND TREES TO
REMAIN.
D. PROVIDE SAFE PEDESTRIAN ACCESS FOR USERS OF
BUILDING 7022.
E. PROTECT POWER AND LIGHT POLES AND OVERHEAD
ELECTRICAL LINES. EXERCISE CAUTION WORKING IN
PROXIMITY TO THIS INFRASTRUCTURE.
F. CONSTRUCTION OF COMMUNICATION LINES AND
CONNECTION TO MANHOLE MUST BE COMPLETED PRIOR
TO DEMOLITION OF EXISTING COMMUNICATION LINES.
1. DEMOLISH ASPHALT PAVEMENT.
2. DEMOLISH CONCRETE WALK.
3. REMOVE COMMUNICATIONS LINE TO MANHOLE. REFER
TO ELECTRICAL DRAWINGS.
4. REMOVE STORM STRUCTURE AND PIPE.
5. REMOVE TIMBER POLE EDGING AND TRAINING SAND PIT.
6. REMOVE TREE OR SHRUB (TYP), REFER TO SHEET LP502.
7. REMOVE SIGN AND POST AND FOUNDATION.
8. REMOVE LIGHT POST AND FOUNDATION. COORDINATE
WITH ELECTRICAL.
9. SAWCUT PAVEMENT AND MILL IN PREPARATION FOR
OVERLAY.
10. DEMOLISH WATER LINE.
11. REMOVE WATER LINE TO MAIN, PLUG TEE, AND REMOVE
GATE VALVE.
12. REMOVE SANITARY SEWER STRUCTURE AND PIPE.
13. REMOVE STORM LINE AFTER NEW STORM LINE HAS BEEN
CONSTRUCTED TO MAINTAIN FUNCTION OF
STORMWATER MANAGEMENT FACILITY.
14. DEMOLISH CONCRETE PAVEMENT.
15. REMOVE ABANDONED WATERLINE AND CAP AT MAIN.
16. REMOVE FIRE HYDRANT ASSEMBLY, SEE UTILITY PLANS
FOR NEW LOCATION.
17. RELOCATE POWER POLE AND LIGHT FIXTURE, SEE
ELECTRICAL PLANS FOR NEW LOCATION
18. TREE PROTECTION
19. PROTECT EXISTING CURB
20. DEMOLISH CURB
21. INVESTIGATE UNKNOWN UTILITY UNDER PATCH AND
SUBMIT RESULTS TO NAVFAC (TYP)
22. REMOVE WHEEL STOPS (TYP)
KEYNOTES
LEGEND
WAKE BLVD
DEMOLISH AND REMOVE
REMOVE TREE
UTILITY DEMOLITION
DEMOLISH BUILDING
M
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LIMITS OF DISTURBANCE
MATCHLINE SHEET CD102
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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.
M
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12"CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
10" CONC.
AutoCAD SHX Text
15" CONC.
AutoCAD SHX Text
15" CONC.
AutoCAD SHX Text
15" CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
18" CONC.
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
15" CONC.
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
15" CONC.
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
18" CONC.
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
AutoCAD SHX Text
DOORS
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
6" SALT
AutoCAD SHX Text
6" SALT
AutoCAD SHX Text 12"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text 10"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
PVC
AutoCAD SHX Text 15"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text 12"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text 10"
AutoCAD SHX Text
PVC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (2)
AutoCAD SHX Text
AutoCAD SHX Text
15"CONC.
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text 12"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text 12"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
6"CONC.
AutoCAD SHX Text 8"
AutoCAD SHX Text
PVC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TC 14.64
AutoCAD SHX Text 14.24
AutoCAD SHX Text
WIPEDOWN
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
10" CONC.
AutoCAD SHX Text
10" CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text F
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
APPROXIMATE LOCATION;
AutoCAD SHX Text
APPROXIMATE LOCATION;
AutoCAD SHX Text
GEOVIEW COULD NOT LOCATE
AutoCAD SHX Text
GEOVIEW COULD NOT LOCATE
AutoCAD SHX Text
GEOVIEW COULD
AutoCAD SHX Text
APPROXIMATE LOCATION;
AutoCAD SHX Text
APPROXIMATE LOCATION
AutoCAD SHX Text
GEOVIEW COULD NOT LOCATE
AutoCAD SHX Text
APPROXIMATE LOCATION OF STORM WATER VAULT
AutoCAD SHX Text
3 STY. BRICK
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
8" IRON
AutoCAD SHX Text
10"PVC
AutoCAD SHX Text
GRASS
AutoCAD SHX Text C
AutoCAD SHX Text (2)
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text
6" SALT
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text 6"
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text 6"
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text 12"
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text
ZONE "X"
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
ZONE "X"
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
6" SALT
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
ZONE "X.2"
AutoCAD SHX Text
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
3" SALT
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text
3" SALT
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text
3" SALT
AutoCAD SHX Text
(ABAND.)
AutoCAD SHX Text
#PI0164
AutoCAD SHX Text
#PI0181
AutoCAD SHX Text
#PI0287
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
AutoCAD SHX Text #564
AutoCAD SHX Text #563
AutoCAD SHX Text #561
AutoCAD SHX Text #562
AutoCAD SHX Text #541
AutoCAD SHX Text #542
AutoCAD SHX Text #540 A
AutoCAD SHX Text #540
AutoCAD SHX Text #539
AutoCAD SHX Text #539 A
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
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
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 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
AutoCAD SHX Text
TW11.04
AutoCAD SHX Text
TW11.63
AutoCAD SHX Text
TW11.70
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10.06
AutoCAD SHX Text 10.05
AutoCAD SHX Text 9.67
AutoCAD SHX Text 9.65
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10.0
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text
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"
AutoCAD SHX Text
AutoCAD SHX Text 10"
AutoCAD SHX Text 10"
AutoCAD SHX Text 10"
AutoCAD SHX Text 10"
AutoCAD SHX Text
NOT LOCATE
AutoCAD SHX Text
SITE DEMOLITION PLAN
AutoCAD SHX Text
LJM
AutoCAD SHX Text
RCM
AutoCAD SHX Text
MAC
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12913748
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
ILU ST.
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A/E INFO
OF
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PM/DM
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FIRE PROTECTION
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Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
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M
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AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
12"CONC.
AutoCAD SHX Text
8" CLAY
AutoCAD SHX Text
8" CLAY
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
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
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
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
BLDG 7003
AutoCAD SHX Text
"BARRACKS"
AutoCAD SHX Text
3 STY. BRICK
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text E
AutoCAD SHX Text (2)
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (6)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text
BLDG 737
AutoCAD SHX Text
AutoCAD SHX Text (2)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text (2)
AutoCAD SHX Text F.B.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BLDG 738
AutoCAD SHX Text
AutoCAD SHX Text (2)
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text (2)
AutoCAD SHX Text F.B.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (14)
AutoCAD SHX Text
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text I
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (3)
AutoCAD SHX Text B
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAVEL/GRASS
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text (4)
AutoCAD SHX Text C
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text C
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text (3)
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
1 STY. BRICK
AutoCAD SHX Text
BLDG 7020
AutoCAD SHX Text
AutoCAD SHX Text (8)
AutoCAD SHX Text
AutoCAD SHX Text (6)
AutoCAD SHX Text A
AutoCAD SHX Text (4)
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text (4)
AutoCAD SHX Text
"UTILITY"
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text K
AutoCAD SHX Text A
AutoCAD SHX Text (5)
AutoCAD SHX Text L
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (2)
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAND
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text (2)
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text M
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
1 STY. BRICK
AutoCAD SHX Text
BLDG 7004
AutoCAD SHX Text
CONC.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
AutoCAD SHX Text (5)
AutoCAD SHX Text (2)
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text (3)
AutoCAD SHX Text F.B.
AutoCAD SHX Text F.B.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
3 STY. BRICK
AutoCAD SHX Text
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (2)
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
(TYP.)
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.
AutoCAD SHX Text B
AutoCAD SHX Text (2)
AutoCAD SHX Text
AutoCAD SHX Text
8" CLAY
AutoCAD SHX Text
8" CLAY
AutoCAD SHX Text
8" CLAY
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
10" CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
15" CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
8" CLAY
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
18" CONC.
AutoCAD SHX Text
18" CONC.
AutoCAD SHX Text
8" CONC.
AutoCAD SHX Text
12" CONC.
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
AutoCAD SHX Text (2)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text (2)
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text A
AutoCAD SHX Text (2)
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (3)
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text F.B.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text (2)
AutoCAD SHX Text
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.
AutoCAD SHX Text F.B.
AutoCAD SHX Text G
AutoCAD SHX Text
3 STY. BRICK
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text A. REFER TO ARCHITECTURAL BUILDING DEMOLITION SHEETS AND REFER TO ARCHITECTURAL BUILDING DEMOLITION SHEETS AND H-SERIES DEMOLITION SHEETS. B. PERFORM DEMOLITION OF CONCRETE SUCH THAT MATERIALS PERFORM DEMOLITION OF CONCRETE SUCH THAT MATERIALS MAY BE SALVAGED. C. SALVAGE MATERIALS DEEMED SUITABLE FOR RECYCLING IN SALVAGE MATERIALS DEEMED SUITABLE FOR RECYCLING IN ACCORDANCE WITH SPECIFICATIONS, BASE ENVIRONMENTAL AND STATE REGULATIONS. D. PROVIDE TREE PROTECTION FENCE AROUND TREES TO REMAIN. PROVIDE TREE PROTECTION FENCE AROUND TREES TO REMAIN. E. PROVIDE SAFE PEDESTRIAN ACCESS FOR USERS OF BUILDING PROVIDE SAFE PEDESTRIAN ACCESS FOR USERS OF BUILDING 7004. F. CONSTRICTION OF COMMUNICATION LINES AND CONNECTION TO CONSTRICTION OF COMMUNICATION LINES AND CONNECTION TO MANHOLE MUST BE COMPLETED PRIOR TO DEMOLITION OF EXISTING COMMUNICATION LINES.
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1. DEMOLISH THREE STORY BUILDINGS 737 AND 738 IN THEIR DEMOLISH THREE STORY BUILDINGS 737 AND 738 IN THEIR ENTIRETY. REFER TO ARCHITECTURAL AND HAZMAT DRAWINGS. 2. DEMOLISH CONCRETE WALKS, AISLES, AND PADS. DEMOLISH CONCRETE WALKS, AISLES, AND PADS. 3. REMOVE COMMUNICATIONS LINE TO MANHOLE. REFER TO REMOVE COMMUNICATIONS LINE TO MANHOLE. REFER TO ELECTRICAL DRAWINGS. 4. REMOVE AND PROPERLY DISPOSE OF BRICK BARRIER. REMOVE AND PROPERLY DISPOSE OF BRICK BARRIER. 5. REMOVE HIGH PRESSURE STEAM CONDUITS. REMOVE HIGH PRESSURE STEAM CONDUITS. 6. REMOVE ASPHALT PAVEMENT. REMOVE ASPHALT PAVEMENT. 7. REMOVE TREE OR SHRUB (TYP), REFER TO SHEET LP502. REMOVE TREE OR SHRUB (TYP), REFER TO SHEET LP502. 8. DISCONNECT OVERHEAD ELECTRICAL CONNECTION TO BUILDINGS DISCONNECT OVERHEAD ELECTRICAL CONNECTION TO BUILDINGS 737 AND 738. REMOVE LINES PER ELECTRICAL DRAWINGS. 9. ERADICATE EXISTING PAVEMENT MARKING ALONG WAKE ERADICATE EXISTING PAVEMENT MARKING ALONG WAKE BOULEVARD. 10. SAWCUT PAVEMENT AND MILL IN PREPARATION FOR OVERLAY. SAWCUT PAVEMENT AND MILL IN PREPARATION FOR OVERLAY. 11. REMOVE WATER LINE AND VALVES. REMOVE WATER LINE AND VALVES. 12. REMOVE STORM STRUCTURE AND PIPE. REPAIR WALL OF REMOVE STORM STRUCTURE AND PIPE. REPAIR WALL OF RECEIVING STRUCTURE TO REMAIN. 13. PROTECT NATURAL GAS LINE TO REMAIN. PROTECT NATURAL GAS LINE TO REMAIN. 14. APPLY NON-SELECTIVE HERBICIDE TO CONCRETE JOINTS AND APPLY NON-SELECTIVE HERBICIDE TO CONCRETE JOINTS AND CONCRETE PAVEMENT EDGE. CLEAN CONCRETE, CONCRETE JOINTS, REMOVE DEBRIS, DIRT. PREPARE SURFACE FOR PAINTING. 15. DEMOLISH CONCRETE PAVEMENT DEMOLISH CONCRETE PAVEMENT 16. REMOVE SIGN, POST, AND FOUNDATION REMOVE SIGN, POST, AND FOUNDATION 17. TREE PROTECTION TREE PROTECTION 18. SAW CUT AND REMOVE PAVEMENT FOR COMMUNICATION DUCT SAW CUT AND REMOVE PAVEMENT FOR COMMUNICATION DUCT BANK INSTALLATION. SEE ELECTRICAL DRAWINGS. 19. REMOVE CONCRETE POSTS (TYP). REMOVE CONCRETE POSTS (TYP). 20. REMOVE BROKEN CONCRETE CURB.REMOVE BROKEN CONCRETE CURB.
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DEMOLISH AND REMOVE
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REMOVE TREE
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UTILITY DEMOLITION
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DEMOLISH BUILDING
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LIMITS OF DISTURBANCE
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WAKE BLVD.
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16.00'
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48.00'
32.00'
16.00'
100.00'
16.00'
8.00'
34.25'
0+
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6+
BP : 100+00.00
EP : 106+68.45
PC : 102+57.31
P C
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+7 9.7
P T
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+8 8.7
PT : 104+11.15
G O
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RECRUIT BARRACKS
P440
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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'
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22.00'
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33.00'
24 24
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BC1
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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'
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10.00'10.00'
32.00'
400.89'
160.00'
20.50'
179.50'
38.00' 38.00'
87.00'
15.00'
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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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CHK
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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 CS503/D1
30. STONE MULCH, SEE LANDSCAPE ARCHITECTURE PLANS
31. LIMITS OF MODULAR UNDERGROUND SWM SYSTEM, SEE DRAINAGE PLANS
32. PERVIOUS CONCRETE OVER SWM, DETAIL - OPTION
33. ASPHALT PAVEMENT, DETAIL CS501/D2 - OPTION
34. FLUSH CONCRETE CURB, DETAIL CS502/D1 - OPTION.
35. PERVIOUS CONCRETE, DETAIL CS501/D4 - 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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HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
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BLDG 7022
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"115 TENARU PL."
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DOORS
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3 STY. BRICK
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B/L BUS ROAD
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B/L TENARU PL
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SITE PLAN
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LJM
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MAC
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R18.00'
20.00'
8 SPACES @ 10'=80.00'
.0
0'
SP
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20.00'
8.82'
26.00'
29.98'
TYP OF 5
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WAKE BLVD. 7 812
16.00'
9.00' 18.28'
R25.00'
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26.50'
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CHK
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CS102
GRAPHIC SCALE
MATCH LINE SHEETS CS101 & CP101 KEYNOTES
1. WHEEL STOPS - PRECAST CONCRETE OR COMPOSITE, DETAIL CS502/A4
2. STANDARD 10' X 20' PARKING SPACES, STRIPING DETAIL CP501/A3.
3. PAVEMENT MARKING ANGLED HATCH, YELLOW STRIPING. DETAIL CP501/A2.
4. LIGHT POLE TYP, SEE ELECTRICAL PLANS.
5. ASPHALT PAVEMENT, DETAIL CS501/D2
6. PAVEMENT PATCH - DUCT BANK, DETAIL CS501/A1
7. CONCRETE SIDEWALK, DETAIL CS503/C4 - OPTION
8. 6-INCH HIGH CONCRETE CURB, DETAIL CS502/B1 - OPTION
9. CURB WIPE DOWN, DETAIL CS502/D2 - OPTION
10. HANDICAP RAMP - STRAIGHT , DETAIL CS503/B2 - OPTION
11. ASPHALT PAVEMENT, DETAIL CS501/D2 - OPTION
12. ASPHALT PAVEMENT CONNECTION, DETAIL CS501/D1
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SCALE:
CONCRETE SIDEWALK - OPTIONA4 1" = 30'
SCALE:
PAVEMENT REPAIR - UTILITY WORKA2 1" = 30'
SCALE:
SITE PLAN (CONT'D.)
C2 1" = 30'
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HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
M
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AutoCAD SHX Text 6"
AutoCAD SHX Text
1 STY. BRICK
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BLDG 7020
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"UTILITY"
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SAND
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AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text (3)
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15" CONC.
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MH3-7
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AutoCAD SHX Text H
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PT #8
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SITE AND PAVEMENT MARKING 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 12913751
AutoCAD SHX Text
AutoCAD SHX Text
DLB
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
30'
SWPPP AND CERTIFICATION STATEMENT
SWPPP GENERAL NOTES
INITIAL PHASE (SHEETS CE101, CE102)
INTERIM PHASE (SHEETS CE111, CE112)
FINAL PHASE (SHEETS CE121, CE122)
SUGGESTED SEQUENCE OF CONSTRUCTION
TEMPORARY SEEDING
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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
CE001
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EJA
HPN
1758378
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
M
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. R
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N S
/1
0/
AutoCAD SHX Text
1. NOTIFY CONTRACTING OFFICER / COTR AND SCDES TO SCHEDULE SWPPP PRECONSTRUCTION MEETING. NOTIFY CONTRACTING OFFICER / COTR AND SCDES TO SCHEDULE SWPPP PRECONSTRUCTION MEETING. 2. CONTRACTOR MUST IDENTIFY ENVIRONMENTAL MANAGER WHO WILL BE RESPONSIBLE FOR THE PROJECT ADHERENCE TO PERMIT REQUIREMENTS. CONTRACTOR MUST IDENTIFY ENVIRONMENTAL MANAGER WHO WILL BE RESPONSIBLE FOR THE PROJECT ADHERENCE TO PERMIT REQUIREMENTS. 3. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. A. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. B.
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