1572053_P1394B_dwg 2of14.pdf

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P1394 PHASE B VEHICLE MAINTENANCE AND STORAGE, MARINE CORPS BASE, CAMP LEJEUNE, NORTH CAROLINA
Solicitation number
N4008522R2639
Issued by

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This solicitation is for the construction of two buildings at Marine Corps Base Camp Lejeune in North Carolina. One building will be an 18,000 square foot Boat Maintenance and Storage Facility to include spaces for repair work, storage, restrooms and mechanical/electrical equipment. The other will be a 20,000 square foot Large Vehicle Maintenance and Storage Building consisting of six storage areas served by shipping/receiving offices, along with restroom and mechanical spaces. Both buildings will utilize pre-engineered metal structures with CMU infill walls. Site work will include utility systems, fencing, drainage and communications infrastructure. The Naval Facilities Engineering Command is the issuing agency. The deadline and award dates are not specified. The solicitation involves general construction including structural, architectural, mechanical and electrical disciplines.

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Other files

File Type Posted
P1394 AMENDMENT 0005.pdf PDF
P1394 AMENDMENT 0004.pdf PDF
P1394 PPI LOG 03.pdf PDF
P1394 BID SCHEDULE AMEND 0004.pdf PDF
P1394 PPI LOG 02.pdf PDF
P1394 PHASE B BID SCHEDULE UPDATED.pdf PDF
AMENDMENT 0003 FOR P1394.pdf PDF
PPI LOG 01 FOR P1394.pdf PDF
Site Visit Log.pdf PDF
P1394 AMENDMENT 0002.pdf PDF
BMP 3 2011 AS BUILT.pdf PDF
Attachment E- SMALL BUSINESS SUBCONTRACTING PLAN.docx DOCX document
BMP 3 2020 REPAIR DESIGN.pdf PDF
1572053_P1394B_dwg 4of14.pdf PDF
1572053_P1394B_dwg 13of14.pdf PDF
1572053_P1394B_dwg 8of14.pdf PDF
Attachment A - PPI Inquiry Log.doc DOC document
Attachment F- PIEE Vendor Access Instructions.pdf PDF
1572053_P1394B_dwg 14of14.pdf PDF
1572053_P1394B_spc_1of2.pdf PDF
1572053_P1394B_dwg 3of14.pdf PDF
01 30 01.00 22.pdf PDF
1572053_P1394B_dwg 1of14.pdf PDF
MARSOC BMP 3 2021 REPAIRS.pdf PDF
BMP 3 2016 MODIFICATIONS.pdf PDF
AMENDMENT LANGUAGE.pdf PDF
AMENDMENT 0001 FOR P1394 PHASE B.pdf PDF
1572053_P1394B_dwg 10of14.pdf PDF
Site Visit Contractor Access.xls XLS spreadsheet
1572053_P1394B_dwg 12of14.pdf PDF
Attachment C- Construction Experience Data Sheet.pdf PDF
1572053_P1394B_dwg 9of14.pdf PDF
1572053_P1394B_spc_2of2.pdf PDF
BMP 3 2008 ORIGINAL DESIGN.pdf PDF
ATTACHMENT B BID SCHEDULE.pdf PDF
1572053_P1394B_dwg 6of14.pdf PDF
211105 AMENDMENT 0001.pdf PDF
1572053_P1394B_dwg 7of14.pdf PDF
1572053_P1394B_dwg 5of14.pdf PDF
1572053_P1394B_dwg 11of14.pdf PDF
RFP FOR P1394 PHASE B.pdf PDF
Attachment D- Past Performance Questionnaire.docx DOCX document
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PRECISION MEASUREMENTS, INC.

PRECISION MEASUREMENTS, INC.

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757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

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DRAWFORM REVISION: 7 FEBRUARY 2019

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APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

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SURVEYORS - GPS - GIS - MAPPING - 3-D LASER SCANNING

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629 PHOENIX DRIVE, SUITE 100

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VIRGINIA BEACH, VA. 23452

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(757) 368-0945

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WWW.PRECISIONMEASUREMENTS.COM

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VIRGINIA BEACH - NEWPORT NEWS - RICHMOND, VIRGINIA

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PMI PROJECT #19-168

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SCALE: 1"=30'

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TOPOGRAPHIC SURVEY FOR SOF MOTOR TRANSPORT MAINTENANCE EXPANSION

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CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text SURVEY NOTES: 1. THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE NORTH CAROLINA STATE PLANE THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, 3200 ZONE, NORTH AMERICAN DATUM 1983. 2. ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 09/15/2019 AND DOES NOT CERTIFY THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 09/15/2019 AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED IMPROVEMENTS. 4. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND. 5. NO PROPERTY AND RIGHT-OF-WAY LINES WERE INCLUDED WITH THIS SURVEY. NO PROPERTY AND RIGHT-OF-WAY LINES WERE INCLUDED WITH THIS SURVEY. 6. THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL FEATURES THAT MAY AFFECT SAID PROPERTY EXCEPT AS SHOWN. 7. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES NOT WARRANT THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN DESIGNATED USING QUALITY LEVEL B STANDARDS AND THE UNDERGROUND UTILITIES SHOWN HAVE BEEN DESIGNATED USING QUALITY LEVEL B STANDARDS AND SURVEYED BY PMI. THAT DATA WAS INCORPORATED AS PART OF THIS SURVEY ON 09/15/2019. THE THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR FURTHER NOTIFIES ALL PARTIES THAT NORTH CAROLINA LAW REQUIRES "NC811" OR 1-800-632-4949 TO BE CONTACTED PRIOR TO ANY EXCAVATION. UTILITY SIZE AND MATERIAL IF SHOWN UTILITY SIZE AND MATERIAL IF SHOWN ARE FROM RECORD ONLY AND HAVE NOT BEEN VERIFIED. ANY UTILITY LABELED (QL-C) IS FROM RECORD ONLY AND IS AN APPROXIMATE LOCATION. 9. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND SUPERVISION OF KEN LEITZ, LS. 10. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY:

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SURVEYORS - GPS - GIS - MAPPING - 3-D LASER SCANNING

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629 PHOENIX DRIVE, SUITE 100

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VIRGINIA BEACH, VA. 23452

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(757) 368-0945

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WWW.PRECISIONMEASUREMENTS.COM

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VIRGINIA BEACH - NEWPORT NEWS - RICHMOND, VIRGINIA

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PMI PROJECT #17-380

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SCALE: 1"=30'

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TOPOGRAPHIC SURVEY FOR SOF MOTOR TRANSPORT MAINTENANCE EXPANSION

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CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text SURVEY NOTES: 1. THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE NORTH CAROLINA STATE PLANE THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, 3200 ZONE, NORTH AMERICAN DATUM 1983. 2. ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 03/02/2018 AND DOES NOT CERTIFY THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 03/02/2018 AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED IMPROVEMENTS. 4. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND. 5. NO PROPERTY AND RIGHT-OF-WAY LINES WERE INCLUDED WITH THIS SURVEY. NO PROPERTY AND RIGHT-OF-WAY LINES WERE INCLUDED WITH THIS SURVEY. 6. THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL FEATURES THAT MAY AFFECT SAID PROPERTY EXCEPT AS SHOWN. 7. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES NOT WARRANT THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN DESIGNATED BY ACCUMARK USING QUALITY LEVEL B THE UNDERGROUND UTILITIES SHOWN HAVE BEEN DESIGNATED BY ACCUMARK USING QUALITY LEVEL B STANDARDS AND WILL BE INCORPORATED AS PART OF THIS SURVEY. THE SURVEYOR MAKES NO THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR FURTHER NOTIFIES ALL PARTIES THAT NORTH CAROLINA LAW REQUIRES "NC811" TO BE CONTACTED PRIOR TO ANY EXCAVATION. UTILITY SIZE AND MATERIAL ARE SHOWN FROM RECORD AND HAVE NOT BEEN VERIFIED. UTILITY SIZE AND MATERIAL ARE SHOWN FROM RECORD AND HAVE NOT BEEN VERIFIED. ANY UTILITY LABELED (QL-C) IS FROM RECORD ONLY AND IS AN APPROXIMATE LOCATION. 9. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND SUPERVISION OF KEN LEITZ, LS. 10. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY:

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CURB DROP INLET/DROP INLET

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BUILDING

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SANITARY SEWER MANHOLE

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TEMPORARY BENCH MARK

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TELEPHONE PEDESTAL

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TRAVERSE CONTROL POINT

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TREE

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STORM DRAIN MANHOLE

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CHAIN LINK FENCE W/ BARBED WIRE

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7'CLF W/BW

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SIZE/TYPE

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18"CONC.

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STORM PIPE

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SIZE/TYPE

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CDI/DI

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SMH

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TBM

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TEL. PED

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TRAV

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SDMH

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SIGN

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ELECTRIC HAND HOLE

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GUY WIRE

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SIZE/TYPE

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LIGHT POLE

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SIZE/CONCRETE CURB

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6"CC

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ASPHALT

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SANITARY SEWER PIPE

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CONCRETE

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CONC.

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POLYVINYL CHLORIDE

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PVC

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BOLLARD

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FLOW ARROWS

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WATER VALVE

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FIRE HYDRANT

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ELECTRIC TRANSFORMER

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ETRANS

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UNDERGROUND COMMUNICATION LINE

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UNDERGROUND ELECTRIC LINE

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ASPHALT

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ASPH.

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BUSH/SHRUB

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POST INDICATOR VALVE

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PIV

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COMMUNICATIONS MANHOLE

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CMH

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SEWER CLEAN OUT/RDCO

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POWER POLE

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END OF INFORMATION

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CORRUGATED PLASTIC PIPE

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CPP

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FINISH FLOOR ELEVATION

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FFE

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GAS METER

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ROOF DRAIN CLEANOUT

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TOP OF NUT

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TON

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AIR CONDITIONER

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ELECTRIC BOX

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EBOX

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SDMH #114 RIM=46.10 INV=39.44(N)

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SMH #201 RIM=46.91 INV=41.05(SW) INV=41.01(NE)

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DI #112 RIM=50.35 INV=44.40(N) INV=44.40(W)

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DOUBLE DI #110 RIM=50.38 INV=43.95(NW) INV=43.93(S)

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DI #108 RIM=46.26 INV=42.95(N)

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SMH #206 RIM=34.08 INV=25.68(NW) INV=25.65(SE)

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SDMH #117 RIM=59.69 INV=52.83(N) INV=52.83(SE)

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DI #116 RIM=55.80 INV=50.90(NW) INV=50.86(E)

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DI #115 RIM=55.67 INV=50.17(W) INV=50.17(N)

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SDMH #118 RIM=57.07 INV=49.97(NE) INV=49.27(S) INV=49.16(E)

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SDMH #10058 RIM=54.07 INV.=45.83(NE) INV.=45.04(SW) INV.=47.78(NW)

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SDMH #119 RIM=55.26 INV=48.33(W) INV=48.21(E)

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SDMH #120 RIM=55.27 INV=48.24(SE)

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DI #113 RIM=46.02 INV=42.22(N) INV=41.62(W) INV=41.62(E)

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DI #109 RIM=48.51 INV=44.63(SE)

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DI #30511 RIM=45.68 INV=41.92(S) INV=41.90(E)

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DI #30254 RIM=41.90 INV.=36.90(NW) INV.=36.88(E) INV.=39.69(N)

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DI #30251 RIM=44.22 INV.=40.00(SW) INV.=39.97(E)

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DI #30256 RIM=43.96 INV.=39.71(W) INV.=39.67(SE)

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DI #30055 RIM=42.85 INV.=40.47(W) INV.=40.44(NE)

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DI #30056 RIM=42.96 INV=40.58(W) INV.=40.54(SE)

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SMH #30249 RIM=39.56 INV.=26.08(N) INV.=26.08(SE)

AutoCAD SHX Text SMH #30250 RIM=42.83 INV.=28.81(W)(DROP) INV.=37.57(W) INV.=26.35(E) INV.=26.35(S)

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SMH #32417 RIM=47.96 INV.=40.04(SW) INV.=40.02(E)

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DI #30252 RIM=46.26 INV.=42.67(S) INV.=42.65(E)

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DI #30513 RIM=45.42 INV.=42.52(SW) INV.=40.30(W) INV.=40.13(S)

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DI #30723 RIM=45.13 INV.=39.42(N) INV.=33.14(SE)

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DI #30897 RIM=38.38 INV.=31.01(E)

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DI #31033 RIM=37.98 INV.=32.66

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DI #30253 RIM=45.47 INV.=43.04(N)

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SMH #30089 RIM=44.39 INV.=38.34(W) INV.=38.37(N) INV.=38.27(E)

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SMH #30255 RIM=42.29 INV.=28.30(N) INV.=26.80(E) INV.=26.77(W)

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DI #111 RIM=48.56 INV=45.04(S)

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SMH #200 RIM=51.40 INV=42.34(S) INV=42.34(NE)

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ACAD: VP-SP-SOF.DWG

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SATISFACTORY TO

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

EJA

DLB

D E

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DRAWFORM REVISION: 7 FEBRUARY 2019

CHK

OF

EPROJECT NO.:

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

KE

Y

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STORAGE BUILDING (LARGE)

SITE C

RR456

BOAT MAINTENANCE

& STORAGE BUILDING

SCM #3

(FOR INFORMATION ONLY)

SHEET VF104

SHEET VF102

SHEET VF106

SHEET VF107

VF002

LAH RSP TAR/CTA

1"=300'

12826962

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AutoCAD SHX Text SUE QUALITY LEVELS OF SERVICE (ACCURACY) QL A = QUALITY LEVEL A (TEST HOLES) DATA TYPICALLY ACQUIRED AT ONE POINT ON AN UNDERGROUND UTILITY FEATURE EXPOSED BY AIR VACUUM EXCAVATION OR OTHER MEANS. THE HORIZONTAL AND VERTICAL LOCATION OF THIS REFERENCE POINT IS ACQUIRED AND REPORTED TO ACCEPTABLE SURVEY TOLERANCES. THE ACQUIRED DATA FULFILLS SECTION 5.4.5 ON PAGE 6 OF ASCE STANDARD 38-02. QL B = QUALITY LEVEL B (UTILITY DESIGNATION) DEPICTION OF AN UNDERGROUND UTILITY LINE ESTABLISHED BY SENSING THE LOCATION WITH ELECTRONIC INSTRUMENTATION. LINEWORK AND UTILITY SURFACE FEATURES ARE ACQUIRED BY SURVEYING POINTS ALONG ALIGNMENT TO ACCEPTABLE SURVEY TOLERANCES. QL C = QUALITY LEVEL C (RECORDS PLOTTING) UTILITY INFORMATION OBTAINED FROM RECORD INFORMATION AND PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN SURVEY LOCATED AND ACCURATELY REDUCED ONTO DESIGN/ CONSTRUCTION DOCUMENTS. QL D = QUALITY LEVEL D (RECORDS DRAFTING) DEPICTION OF UNDERGROUND UTILITY LINES BY TRANSPOSITION FROM UTILITY RECORDS OR PLACED FROM VERBAL RECOLLECTIONS WITHOUT BENEFIT OF SURVEYED SURFACE FEATURES. ACCURACY OF INFORMATION IS QUESTIONABLE. EOI END OF INFORMATION PERTAINS TO THE LOSS OF SIGNAL THAT HAS BEEN APPLIED TO AN UNDERGROUND UTILITY AND THEN DETECTED TO ELECTRONICALLY LOCATE THE UTILITY. COMMONLY FOUND WHERE UTILITIES CHANGE TO NON-CONDUCTIVE MATERIALS, ARE CUT OR AT END OF UTILITY.

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UTILITY GENERAL NOTES

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UTILITY FIELD LOCATION REFERENCE NOTES

AutoCAD SHX Text DATE OF SUBMITTAL: 03/20/2018 ACCUMARK, INC. PERFORMED AN UNDERGROUND UTILITY DESIGNATION EFFORT IN 03/2018 WITHIN THE PROJECT LIMITS SPECIFIED BY THE CLIENT. ACCUMARK, INC, DOES NOT GUARANTEE THAT UTILITIES SHOWN COMPRISE ALL UTILITIES WITHIN THE PROJECT LIMITS PROVIDED BY THE CLIENT FIELD DESIGNATING AND MARKING PERFORMED BY ACCUMARK, INC. IN ACCORDANCE WITH QUALITY LEVEL B STANDARDS UNLESS OTHERWISE NOTED HEREON AS QUALITY LEVELS C OR D. QUALITY CONTROL / QUALITY ASSURANCE REVIEW PERFORMED BY FRANK R. RICHARDSON, II, L.S. - ACCUMARK, INC. THE UTILITY SIZES SHOWN HEREIN ARE BASED ON INFORMATION PROVIDED BY THE UTILITY COMPANY'S OWNER, BY WRITTEN RECORDS, BY VERBAL INFORMATION OR BY OBSERVED VISUAL EVIDENCE. SURVEYED LOCATIONS OF DESIGNATED UTILITIES MAY NOT REPRESENT THE EXACT CENTERLINE OF THE UTILITY. TEST HOLES WILL BE NECESSARY TO IDENTIFY THE EXACT CENTERLINE. ALL NON GRAVITY LINES ARE SHOWN AT QUALITY LEVEL B UNLESS OTHERWISE NOTED QLC OR QLD BASED ON AVAILABLE INFORMATION. ALL SERVICES REPRESENTED QLC OR QLD REPRESENTS POSSIBLE SERVICE CONNECTIONS BASED ON RECORDS OR FIELD INFORMATION.

AutoCAD SHX Text ALL HORIZONTAL AND VERTICAL SURVEY DATA CONTAINED IN UTILITY MAPPING FILE "NC18-006 Accumark Utilities.dwg" ARE REFERENCED TO TRAVERSE STATIONS / CONTROL POINTS AS SHOWN IN A TEXT FILE ENTITLED "Camp Lejeune Control.txt" PROVIDED BY PRECISION MEASUREMENTS VIA EMAIL ON 03/07/2018. ANY DUPLICATE UTILITY STRUCTURES SURVEY LOCATED BUT ALSO FOUND WITHIN THE BASE MAPPING PROVIDED HAVE BEEN UTILIZED IN THE OFFICE QA/QC PROCESS. THE BASE MAPPING UTILIZED IS ENTITLED "17380-Topo-Lejeune - Preliminary.DWG", RECEIVED VIA EMAIL FROM PRECISION MEASUREMENTS ON 03/16/2018.

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SATISFACTORY TO

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AutoCAD SHX Text Spell checked by TWEAVER on 07/09/2018 8:19am

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WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

EJA

DLB

D E

P A

R T

M E

T

V

Y

A

B

C

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DRAWFORM REVISION: 7 FEBRUARY 2019

CHK

OF

EPROJECT NO.:

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

RR

6 - E

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IN

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T C

H L I N

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LAH RSP TAR/CTA

1" = 30'

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AutoCAD SHX Text 49.3

AutoCAD SHX Text 49.9

AutoCAD SHX Text 46.1

AutoCAD SHX Text 45.9

AutoCAD SHX Text 46.2

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AutoCAD SHX Text 45.9

AutoCAD SHX Text 45.7

AutoCAD SHX Text 45.8

AutoCAD SHX Text 45.8

AutoCAD SHX Text 44.9

AutoCAD SHX Text 44.7

AutoCAD SHX Text 45.4

AutoCAD SHX Text 45.4

AutoCAD SHX Text 45.1

AutoCAD SHX Text 48.1

AutoCAD SHX Text 48.4

AutoCAD SHX Text 45.3

AutoCAD SHX Text 44.2

AutoCAD SHX Text 44.0

AutoCAD SHX Text 44.2

AutoCAD SHX Text 55.1

AutoCAD SHX Text 54.5

AutoCAD SHX Text 53.9

AutoCAD SHX Text 56.7

AutoCAD SHX Text 57.0

AutoCAD SHX Text 57.0

AutoCAD SHX Text 56.6

AutoCAD SHX Text 58.1

AutoCAD SHX Text 53.9

AutoCAD SHX Text 54.8

AutoCAD SHX Text 53.1

AutoCAD SHX Text 51.8

AutoCAD SHX Text 54.5

AutoCAD SHX Text 55.8

AutoCAD SHX Text 54.5

AutoCAD SHX Text 50.6

AutoCAD SHX Text 44.4

AutoCAD SHX Text 49.0

AutoCAD SHX Text 44.3

AutoCAD SHX Text 44.3

AutoCAD SHX Text 49.7

AutoCAD SHX Text 54.8

AutoCAD SHX Text 50.3

AutoCAD SHX Text 44.5

AutoCAD SHX Text 40.1

AutoCAD SHX Text 42.0

AutoCAD SHX Text 44.7

AutoCAD SHX Text 46.0

AutoCAD SHX Text 45.9

AutoCAD SHX Text 46.0

AutoCAD SHX Text 46.6

AutoCAD SHX Text 45.5

AutoCAD SHX Text 36.7

AutoCAD SHX Text 41.5

AutoCAD SHX Text 45.3

AutoCAD SHX Text 45.0

AutoCAD SHX Text 54.7

AutoCAD SHX Text 44.7

AutoCAD SHX Text 42.4

AutoCAD SHX Text 41.2

AutoCAD SHX Text 37.3

AutoCAD SHX Text 35.6

AutoCAD SHX Text 46.5

AutoCAD SHX Text 47.3

AutoCAD SHX Text 47.9

AutoCAD SHX Text 47.4

AutoCAD SHX Text 47.3

AutoCAD SHX Text 47.8

AutoCAD SHX Text 47.0

AutoCAD SHX Text 46.5

AutoCAD SHX Text 38.7

AutoCAD SHX Text 35.9

AutoCAD SHX Text 38.0

AutoCAD SHX Text 34.0

AutoCAD SHX Text 33.2

AutoCAD SHX Text 31.1

AutoCAD SHX Text 41.2

AutoCAD SHX Text 36.2

AutoCAD SHX Text 39.3

AutoCAD SHX Text 40.4

AutoCAD SHX Text 33.8

AutoCAD SHX Text 35.1

AutoCAD SHX Text 35.2

AutoCAD SHX Text 30.7

AutoCAD SHX Text 33.6

AutoCAD SHX Text 37.7

AutoCAD SHX Text 32.2

AutoCAD SHX Text 32.6

AutoCAD SHX Text 32.9

AutoCAD SHX Text 27.6

AutoCAD SHX Text 30.3

AutoCAD SHX Text 36.7

AutoCAD SHX Text 28.5

AutoCAD SHX Text 25.6

AutoCAD SHX Text 29.4

AutoCAD SHX Text 27.9

AutoCAD SHX Text 27.8

AutoCAD SHX Text 25.5

AutoCAD SHX Text 29.9

AutoCAD SHX Text 32.9

AutoCAD SHX Text 35.7

AutoCAD SHX Text 30.5

AutoCAD SHX Text 26.6

AutoCAD SHX Text 29.6

AutoCAD SHX Text 30.4

AutoCAD SHX Text 30.5

AutoCAD SHX Text 28.6

AutoCAD SHX Text 31.2

AutoCAD SHX Text 32.5

AutoCAD SHX Text 32.7

AutoCAD SHX Text 37.9

AutoCAD SHX Text 36.1

AutoCAD SHX Text 36.8

AutoCAD SHX Text 45.0

AutoCAD SHX Text 44.3

AutoCAD SHX Text 43.7

AutoCAD SHX Text 43.8

AutoCAD SHX Text 43.9

AutoCAD SHX Text 43.6

AutoCAD SHX Text 43.0

AutoCAD SHX Text 43.2

AutoCAD SHX Text 45.7

AutoCAD SHX Text 45.1

AutoCAD SHX Text 47.9

AutoCAD SHX Text 47.9

AutoCAD SHX Text 47.6

AutoCAD SHX Text 44.3

AutoCAD SHX Text 44.5

AutoCAD SHX Text 44.6

AutoCAD SHX Text 51.0

AutoCAD SHX Text 47.9

AutoCAD SHX Text 49.4

AutoCAD SHX Text 51.8

AutoCAD SHX Text 53.2

AutoCAD SHX Text 52.5

AutoCAD SHX Text 54.0

AutoCAD SHX Text 54.3

AutoCAD SHX Text 51.4

AutoCAD SHX Text 55.7

AutoCAD SHX Text 53.4

AutoCAD SHX Text 47.5

AutoCAD SHX Text 47.2

AutoCAD SHX Text 48.1

AutoCAD SHX Text 48.2

AutoCAD SHX Text 50.0

AutoCAD SHX Text 47.5

AutoCAD SHX Text 45.9

AutoCAD SHX Text 45.5

AutoCAD SHX Text 44.2

AutoCAD SHX Text 44.9

AutoCAD SHX Text 44.6

AutoCAD SHX Text 48.9

AutoCAD SHX Text 49.4

AutoCAD SHX Text 43.4

AutoCAD SHX Text 42.6

AutoCAD SHX Text 42.9

AutoCAD SHX Text 45.3

AutoCAD SHX Text 46.1

AutoCAD SHX Text 49.7

AutoCAD SHX Text 34.8

AutoCAD SHX Text 34.0

AutoCAD SHX Text 32.0

AutoCAD SHX Text 31.5

AutoCAD SHX Text 31.9

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36"CONC.

AutoCAD SHX Text

12"CONC.

AutoCAD SHX Text

INVERT BURIED NOT FOUND

AutoCAD SHX Text N=305,224.915

AutoCAD SHX Text E=2,465,539.805

AutoCAD SHX Text

ELEV=55.78

AutoCAD SHX Text N=305,143.543

AutoCAD SHX Text E=2,465,161.586

AutoCAD SHX Text

ELEV=59.55

AutoCAD SHX Text N=304,761.639

AutoCAD SHX Text E=2,465,365.918

AutoCAD SHX Text

ELEV=58.04

AutoCAD SHX Text N 28°08'54" W 433.13'

AutoCAD SHX Text N 77°51'29" E 386.87'

AutoCAD SHX Text

SURVEY BASELINE

AutoCAD SHX Text

SURVEY BASELINE

AutoCAD SHX Text

PK NAIL #600

AutoCAD SHX Text

PK NAIL #601

AutoCAD SHX Text

PIN & CAP #602

AutoCAD SHX Text E 2,465,250

AutoCAD SHX Text E 2,465,500

AutoCAD SHX Text E 2,465,750

AutoCAD SHX Text N 304,750

AutoCAD SHX Text N 305,000

AutoCAD SHX Text N 304,750

AutoCAD SHX Text N 305,000

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

AutoCAD SHX Text Spell checked by TWEAVER on 07/09/2018 8:16am clacross

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WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

EJA

DLB

D E

P A

R T

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2 3 4 5

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DRAWFORM REVISION: 7 FEBRUARY 2019

CHK

OF

EPROJECT NO.:

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

RR

6 - E

XI

ST

IN

G

CO

ND

IT

IO

NS

0' 30' 60' 90'

GRAPHIC SCALE 1"=30'

SITE C

RR456

BOAT MAINTENANCE &

STORAGE BUILDING

MATCHLINE SEE SHEET VF101

VF102

LAH RSP TAR/CTA

1" = 30'

12826964

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TOP OF BANK

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TOE OF SLOPE

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

INV=46.50

AutoCAD SHX Text

INV=45.00

AutoCAD SHX Text

12"CONC.

AutoCAD SHX Text

INV=48.02

AutoCAD SHX Text

INV=49.51

AutoCAD SHX Text

15"CONC.

AutoCAD SHX Text

MIXED PINES & HARDWOODS

AutoCAD SHX Text

MIXED PINES & HARDWOODS

AutoCAD SHX Text 48.9

AutoCAD SHX Text 46.2

AutoCAD SHX Text 49.1

AutoCAD SHX Text 45.9

AutoCAD SHX Text 48.0

AutoCAD SHX Text 47.1

AutoCAD SHX Text 45.3

AutoCAD SHX Text 48.6

AutoCAD SHX Text 45.2

AutoCAD SHX Text 47.9

AutoCAD SHX Text 48.3

AutoCAD SHX Text 47.2

AutoCAD SHX Text 47.4

AutoCAD SHX Text 45.9

AutoCAD SHX Text 44.1

AutoCAD SHX Text 43.5

AutoCAD SHX Text 44.7

AutoCAD SHX Text 45.2

AutoCAD SHX Text 44.2

AutoCAD SHX Text 41.7

AutoCAD SHX Text 38.2

AutoCAD SHX Text 41.4

AutoCAD SHX Text 43.0

AutoCAD SHX Text 43.8

AutoCAD SHX Text 42.5

AutoCAD SHX Text 50.2

AutoCAD SHX Text 50.4

AutoCAD SHX Text 48.8

AutoCAD SHX Text 50.3

AutoCAD SHX Text 50.7

AutoCAD SHX Text 50.2

AutoCAD SHX Text 48.7

AutoCAD SHX Text 48.5

AutoCAD SHX Text 49.3

AutoCAD SHX Text 46.6

AutoCAD SHX Text 49.2

AutoCAD SHX Text 50.0

AutoCAD SHX Text 51.2

AutoCAD SHX Text 51.7

AutoCAD SHX Text 43.3

AutoCAD SHX Text 40.3

AutoCAD SHX Text 39.1

AutoCAD SHX Text 39.3

AutoCAD SHX Text 43.2

AutoCAD SHX Text 42.5

AutoCAD SHX Text 41.7

AutoCAD SHX Text 40.3

AutoCAD SHX Text 39.8

AutoCAD SHX Text 40.8

AutoCAD SHX Text 42.1

AutoCAD SHX Text 49.7

AutoCAD SHX Text 48.2

AutoCAD SHX Text 47.3

AutoCAD SHX Text 49.9

AutoCAD SHX Text 46.9

AutoCAD SHX Text 46.5

AutoCAD SHX Text 44.3

AutoCAD SHX Text 42.2

AutoCAD SHX Text 40.9

AutoCAD SHX Text 46.3

AutoCAD SHX Text 44.6

AutoCAD SHX Text 43.1

AutoCAD SHX Text 41.4

AutoCAD SHX Text 42.2

AutoCAD SHX Text 37.0

AutoCAD SHX Text 37.5

AutoCAD SHX Text 37.3

AutoCAD SHX Text 38.0

AutoCAD SHX Text 37.5

AutoCAD SHX Text 37.5

AutoCAD SHX Text 38.4

AutoCAD SHX Text 38.4

AutoCAD SHX Text 34.0

AutoCAD SHX Text 31.7

AutoCAD SHX Text 31.5

AutoCAD SHX Text 34.2

AutoCAD SHX Text 45.9

AutoCAD SHX Text 43.7

AutoCAD SHX Text 41.2

AutoCAD SHX Text 42.4

AutoCAD SHX Text 44.3

AutoCAD SHX Text 44.4

AutoCAD SHX Text 46.2

AutoCAD SHX Text 45.1

AutoCAD SHX Text 43.7

AutoCAD SHX Text 41.4

AutoCAD SHX Text 47.2

AutoCAD SHX Text 50.1

AutoCAD SHX Text 50.2

AutoCAD SHX Text 44.6

AutoCAD SHX Text 48.0

AutoCAD SHX Text 48.1

AutoCAD SHX Text 51.5

AutoCAD SHX Text 50.6

AutoCAD SHX Text 46.8

AutoCAD SHX Text 49.7

AutoCAD SHX Text 54.3

AutoCAD SHX Text 51.0

AutoCAD SHX Text 53.9

AutoCAD SHX Text 51.7

AutoCAD SHX Text 49.2

AutoCAD SHX Text 55.6

AutoCAD SHX Text 57.3

AutoCAD SHX Text 57.4

AutoCAD SHX Text 57.1

AutoCAD SHX Text 52.5

AutoCAD SHX Text 56.1

AutoCAD SHX Text 56.5

AutoCAD SHX Text 56.4

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AutoCAD SHX Text 53.6

AutoCAD SHX Text 57.3

AutoCAD SHX Text 57.6

AutoCAD SHX Text 58.3

AutoCAD SHX Text 58.7

AutoCAD SHX Text 58.5

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AutoCAD SHX Text 58.1

AutoCAD SHX Text 50.8

AutoCAD SHX Text 54.0

AutoCAD SHX Text 56.0

AutoCAD SHX Text 56.7

AutoCAD SHX Text 55.9

AutoCAD SHX Text 57.8

AutoCAD SHX Text 37.0

AutoCAD SHX Text E 2,465,000

AutoCAD SHX Text E 2,465,250

AutoCAD SHX Text E 2,465,500

AutoCAD SHX Text E 2,465,750

AutoCAD SHX Text N 304,250

AutoCAD SHX Text N 304,500

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SATISFACTORY TO

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APPROVED

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ACTIVITY

AutoCAD SHX Text

DATE

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FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

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A/E INFO

AutoCAD SHX Text Spell checked by TWEAVER on 07/09/2018 8:16am clacross

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WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

EJA

DLB

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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I L I T

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R I N

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C

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DES DRW

S Y

M D

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C R

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T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 7 FEBRUARY 2019

CHK

OF

EPROJECT NO.:

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

RR

6 - E

XI

ST

IN

G

CO

ND

IT

IO

NS

0' 30' 60' 90'

GRAPHIC SCALE 1"=30'

SITE C

RR456

BOAT MAINTENANCE &

STORAGE BUILDING

M A

T C

H L I N

E

S

E

VF103

LAH RSP TAR/CTA

1" = 30'

12826965

AutoCAD SHX Text

L/P NO#

AutoCAD SHX Text

GUY

AutoCAD SHX Text

ETRANS

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

1-STY. METAL BLDG. #SRR86

AutoCAD SHX Text

ETRANS

AutoCAD SHX Text

ETRANS

AutoCAD SHX Text

SCO

AutoCAD SHX Text

FH

AutoCAD SHX Text

WV

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text 62.9

AutoCAD SHX Text 62.1

AutoCAD SHX Text 63.4

AutoCAD SHX Text 63.8

AutoCAD SHX Text 62.4

AutoCAD SHX Text 57.2

AutoCAD SHX Text 57.4

AutoCAD SHX Text 57.9

AutoCAD SHX Text 58.0

AutoCAD SHX Text 61.5

AutoCAD SHX Text 60.5

AutoCAD SHX Text 62.5

AutoCAD SHX Text 62.2

AutoCAD SHX Text 62.7

AutoCAD SHX Text 61.8

AutoCAD SHX Text 63.5

AutoCAD SHX Text 60.6

AutoCAD SHX Text 61.6

AutoCAD SHX Text 63.4

AutoCAD SHX Text 64.1

AutoCAD SHX Text 59.1

AutoCAD SHX Text 58.4

AutoCAD SHX Text 58.1

AutoCAD SHX Text 58.1

AutoCAD SHX Text 58.1

AutoCAD SHX Text 58.1

AutoCAD SHX Text 57.2

AutoCAD SHX Text 58.8

AutoCAD SHX Text 58.5

AutoCAD SHX Text 58.3

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AutoCAD SHX Text 57.9

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AutoCAD SHX Text 60.9

AutoCAD SHX Text 59.1

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AutoCAD SHX Text 59.6

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AutoCAD SHX Text 59.7

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AutoCAD SHX Text 59.6

AutoCAD SHX Text 59.1

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AutoCAD SHX Text 59.6

AutoCAD SHX Text 60.0

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AutoCAD SHX Text 61.9

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AutoCAD SHX Text 61.1

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AutoCAD SHX Text 60.4

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AutoCAD SHX Text 60.4

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AutoCAD SHX Text 61.5

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AutoCAD SHX Text 62.6

AutoCAD SHX Text 62.9

AutoCAD SHX Text 62.3

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AutoCAD SHX Text 62.5

AutoCAD SHX Text 62.1

AutoCAD SHX Text 60.39

AutoCAD SHX Text 60.44

AutoCAD SHX Text 60.21

AutoCAD SHX Text

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AutoCAD SHX Text 62.4

AutoCAD SHX Text 62.4

AutoCAD SHX Text 62.7

AutoCAD SHX Text 62.5

AutoCAD SHX Text 62.3

AutoCAD SHX Text 62.1

AutoCAD SHX Text

FIBER OPTIC ABOVE GROUND

AutoCAD SHX Text

EOI

AutoCAD SHX Text

CMH RIM=58.23 (EMPTY)

AutoCAD SHX Text E 2,464,500

AutoCAD SHX Text E 2,464,750

AutoCAD SHX Text E 2,465,000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text Spell checked by TWEAVER on 07/09/2018 8:16am

AutoCAD SHX Text THE DATA SHOWN ON THIS SHEET IS FROM ADDITIONAL SURVEY PERFORMED IN SEPTEMBER 2019 - SEE SHEET VF001 FOR DETAILS clacross

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I L

L E

WWW.CLARKNEXSEN.COM

CLARK NEXSEN LICENSE # C-1028

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

1572053

SGL/JPC

EJA

DLB

JASDSNDJD

D E

P A

R T

M E

T

V

Y

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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A C

I L I T

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C

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M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

DRAWFORM REVISION: 7 FEBRUARY 2019

CHK

OF

EPROJECT NO.:

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

FAD

APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF

INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,

VIA EMAIL.

12/2/2020

RR

6 - E

XI

ST

IN

G

CO

ND

IT

IO

NS

0' 30' 60' 90'

GRAPHIC SCALE 1"=30'

SITE C

RR456

BOAT MAINTENANCE & STORAGE BUILDING

(FOR INFORMATION ONLY)

VF104

LAH RSP TAR/CTA

1" = 30'

12826966

M A

T C

H L I N

E

S

E

AutoCAD SHX Text

RIPRAP

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RIPRAP

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SIGN

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7'CLF W/BW

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BOLLARDS

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AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text L/P

AutoCAD SHX Text L/P

AutoCAD SHX Text

18"FES INV.=57.91

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

10"CM

AutoCAD SHX Text

P/P W/GUY (2)

AutoCAD SHX Text L/P

AutoCAD SHX Text L/P

AutoCAD SHX Text L/P

AutoCAD SHX Text

SIGNAL SIGNS

AutoCAD SHX Text

P/P W/ GUY (3)

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

P/P W/ GUY (6)

AutoCAD SHX Text L/P

AutoCAD SHX Text

P/P #SS16R5

AutoCAD SHX Text L/P

AutoCAD SHX Text

SIGN

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BOLLARDS

AutoCAD SHX Text

FOWP

AutoCAD SHX Text

MIXED PINES & HARDWOODS

AutoCAD SHX Text

MIXED PINES & HARDWOODS

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

WMH RIM=62.13

AutoCAD SHX Text

WMH RIM=62.11

AutoCAD SHX Text

FOWP

AutoCAD SHX Text

TBM A-1 CHISLED SQ. ELEV=63.13

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ASPHALT SURFACE

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ASPHALT SURFACE

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

INV.=57.01 18"FES

AutoCAD SHX Text

7'CLF W/BW

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

TBM A-2 SQ. CUT ELEV=59.60

AutoCAD SHX Text

18"CONC.

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

TEL. PED

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RIPRAP

AutoCAD SHX Text 59.7

AutoCAD SHX Text 59.9

AutoCAD SHX Text 60.8

AutoCAD SHX Text 59.6

AutoCAD SHX Text 58.0

AutoCAD SHX Text 59.2

AutoCAD SHX Text 60.6

AutoCAD SHX Text 61.5

AutoCAD SHX Text 62.1

AutoCAD SHX Text 61.7

AutoCAD SHX Text 60.7

AutoCAD SHX Text 60.9

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.5

AutoCAD SHX Text 59.5

AutoCAD SHX Text 61.4

AutoCAD SHX Text 60.2

AutoCAD SHX Text 61.3

AutoCAD SHX Text 61.7

AutoCAD SHX Text 60.8

AutoCAD SHX Text 61.9

AutoCAD SHX Text 61.6

AutoCAD SHX Text 60.4

AutoCAD SHX Text 60.9

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.6

AutoCAD SHX Text 62.4

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.5

AutoCAD SHX Text 60.2

AutoCAD SHX Text 61.1

AutoCAD SHX Text 62.0

AutoCAD SHX Text 62.2

AutoCAD SHX Text 61.9

AutoCAD SHX Text 60.3

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.6

AutoCAD SHX Text 61.1

AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.3

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AutoCAD SHX Text 61.1

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AutoCAD SHX Text 61.1

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.6

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AutoCAD SHX Text 62.3

AutoCAD SHX Text 61.8

AutoCAD SHX Text 62.2

AutoCAD SHX Text 62.1

AutoCAD SHX Text 62.2

AutoCAD SHX Text 62.5

AutoCAD SHX Text 62.4

AutoCAD SHX Text 61.6

AutoCAD SHX Text 61.5

AutoCAD SHX Text 61.6

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.9

AutoCAD SHX Text 62.4

AutoCAD SHX Text 62.0

AutoCAD SHX Text 62.0

AutoCAD SHX Text 62.1

AutoCAD SHX Text 61.9

AutoCAD SHX Text 62.2

AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.1

AutoCAD SHX Text 61.0

AutoCAD SHX Text 62.0

AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.5

AutoCAD SHX Text 61.2

AutoCAD SHX Text 62.0

AutoCAD SHX Text 61.5

AutoCAD SHX Text 60.5

AutoCAD SHX Text 61.8

AutoCAD SHX Text 62.0

AutoCAD SHX Text 61.2

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.6

AutoCAD SHX Text 62.1

AutoCAD SHX Text 62.3

AutoCAD SHX Text 62.0

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AutoCAD SHX Text 62.3

AutoCAD SHX Text 61.7

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AutoCAD SHX Text 61.9

AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.5

AutoCAD SHX Text 62.1

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AutoCAD SHX Text 61.9

AutoCAD SHX Text 60.6

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AutoCAD SHX Text 61.5

AutoCAD SHX Text 61.9

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.0

AutoCAD SHX Text 61.3

AutoCAD SHX Text 62.1

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AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.4

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AutoCAD SHX Text 60.8

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AutoCAD SHX Text 61.2

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.8

AutoCAD SHX Text 61.0

AutoCAD SHX Text 61.5

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.8

AutoCAD SHX Text 62.0

AutoCAD SHX Text 61.3

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.7

AutoCAD SHX Text 61.5

AutoCAD SHX Text 61.8

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AutoCAD SHX Text 61.4

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AutoCAD SHX Text 60.7

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AutoCAD SHX Text 61.3

AutoCAD SHX Text 61.4

AutoCAD SHX Text 61.1

AutoCAD SHX Text 61.2

AutoCAD SHX Text 61.41

AutoCAD SHX Text 61.58

AutoCAD SHX Text 61.62

AutoCAD SHX Text 61.48

AutoCAD SHX Text 60.98

AutoCAD SHX Text 60.37

AutoCAD SHX Text 60.79

AutoCAD SHX Text 61.35

AutoCAD SHX Text 61.80

AutoCAD SHX Text 61.74

AutoCAD SHX Text 61.64

AutoCAD SHX Text 61.91

AutoCAD SHX Text 61.92

AutoCAD SHX Text 61.94

AutoCAD SHX Text 61.70

AutoCAD SHX Text 61.69

AutoCAD SHX Text 61.99

AutoCAD SHX Text 62.15

AutoCAD SHX Text 62.04

AutoCAD SHX Text 61.88

AutoCAD SHX Text 62.08

AutoCAD SHX Text 61.98

AutoCAD SHX Text 61.72

AutoCAD SHX Text 61.54

AutoCAD SHX Text 61.84

AutoCAD SHX Text 61.98

AutoCAD SHX Text 61.97

AutoCAD SHX Text 61.62

AutoCAD SHX Text 61.91

AutoCAD SHX Text 61.98

AutoCAD SHX Text 61.94

AutoCAD SHX Text 61.75

AutoCAD SHX Text 61.97

AutoCAD SHX Text 61.87

AutoCAD SHX Text 61.88

AutoCAD SHX Text 62.03

AutoCAD SHX Text 61.84

AutoCAD SHX Text 62.05

AutoCAD SHX Text 62.25

AutoCAD SHX Text 62.17

AutoCAD SHX Text 62.18

AutoCAD SHX Text 62.39

AutoCAD SHX Text 62.18

AutoCAD SHX Text 62.18

AutoCAD SHX Text 62.43

AutoCAD SHX Text 62.29

AutoCAD SHX Text 62.25

AutoCAD SHX Text 62.48

AutoCAD SHX Text 62.19

AutoCAD SHX Text 62.08

AutoCAD SHX Text 62.39

AutoCAD SHX Text 62.44

AutoCAD SHX Text 61.93

AutoCAD SHX Text 61.79

AutoCAD SHX Text 62.45

AutoCAD SHX Text 62.41

AutoCAD SHX Text 62.31

AutoCAD SHX Text 62.11

AutoCAD SHX Text 61.79

AutoCAD SHX Text 62.1

AutoCAD SHX Text 62.1

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AutoCAD SHX Text 61.2

AutoCAD SHX Text 61.6

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AutoCAD SHX Text 62.2

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AutoCAD SHX Text 63.2

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AutoCAD SHX Text 61.9

AutoCAD SHX Text 62.1

AutoCAD SHX Text 60.4

AutoCAD SHX Text 60.4

AutoCAD SHX Text 60.4

AutoCAD SHX Text 60.5

AutoCAD SHX Text 59.7

AutoCAD SHX Text 59.9

AutoCAD SHX Text 60.4

AutoCAD SHX Text 60.5

AutoCAD SHX Text 60.6

AutoCAD SHX Text 61.0

AutoCAD SHX Text 60.9

AutoCAD SHX Text 60.9

AutoCAD SHX Text 60.4

AutoCAD SHX Text 60.6

AutoCAD SHX Text 59.6

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AutoCAD SHX Text…

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