DrawingsAsOne1_Part3.pdf

PDF 2 MB Posted Jul 29, 2019

Attached to: Repair & Improve B-4279
Solicitation number: N400856813830
Issued by: Department of the Navy Naval Facilities Engineering Command

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DrawingsAsOne - Part 3

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File	Type	Posted
Amend_02_-_6813830.pdf	PDF	Aug 27, 2019
DrawingsAsOne1_Part2.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part5.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part8.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part4.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part7.pdf	PDF	Jul 29, 2019
RFP_-_6813830.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part1.pdf	PDF	Jul 29, 2019
SpecsAsOne.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part6.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part9.pdf	PDF	Jul 29, 2019

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SILT FENCE

STD. SPEC. 6.62

INLET PROTECTION

STD. SPEC. 6.51

CONCRETE WASHOUT

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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MIN

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CONCRETE WASHOUT

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PLYWOOD 48" X 24" PAINTED WHITE

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BLACK LETTERS 6" HEIGHT

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0.5" LAG SCREWS

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WOOD POST 3" X 3" X 8'

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STAKE (TYP)

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ABOVE GRADE STRAW BALE (TYP)

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10 MIL PLASTIC LINING

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WOOD OR METAL STAKES (2 PER BALE)

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STRAW BALE

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BINDING WIRE

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10 MIL PLASTIC LINING

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NATIVE MATERIAL (OPTIONAL)

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STAPLES (2 PER BALE)

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NOTES:

AutoCAD SHX Text %%uCOCRETE WASHOUT SIGN OR EQUIVALENT%%U

AutoCAD SHX Text %%uSTAPLE DETAIL%%U

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SECTION B-B

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1/8" DIA. STEEL WIRE

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1. ACTUAL LAYOUT DETERMINED IN FIELD. ACTUAL LAYOUT DETERMINED IN FIELD. 2. PREFABRICATED WASHOUT STATIONS MAY BE USED AT CONTRACTOR'S DISCRETION. PREFABRICATED WASHOUT STATIONS MAY BE USED AT CONTRACTOR'S DISCRETION. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY.

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EROSION AND SEDIMENT CONTROL DETAILS

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MGS

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RRC

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BSC

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AS NOTED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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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

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EPROJECT NO.:

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UNCLASSIFIED

AutoCAD SHX Text 6876330

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XXXXX

AutoCAD SHX Text 07/03/2019

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XXXX

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BRIAN SCOTT CHEWNING

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SANITARY SEWER STRUCTURE DATA

AutoCAD SHX Text SMH1 RIM=20.03 INV.IN=12.22 (SMH2) INV.OUT=12.15 (S/W) SMH2 RIM=20.36 INV.IN=13.04 (SMH3) INV.OUT=12.95 (SMH1) SMH3 RIM=20.64 INV.IN=13.26 (SMH4) INV.OUT=13.05 (SMH2) SMH4 RIM=20.72 INV.IN=14.02 (SMH5) INV.IN=14.23 (SMH6) INV.OUT=14.00 (SMH3) SMH5 RIM=21.86 INV.IN=14.98 (N/E) INV.IN=17.24 (N/W) INV.OUT=14.96 (SMH4) SMH6 RIM=20.28 INV.IN=15.57 (S/E) INV.OUT=15.52 (SMH4) SMH7 RIM=13.82 INV.IN=7.62 (SMH8) INV.IN=7.58 (S/E) RECESSED INV.OUT=7.57(S/W) RECESSED SMH8 RIM=15.00 INV.IN=8.71 (S/E) INV.OUT=8.47 (SMH7) SMH9 RIM=14.47 INV.IN=4.88 (SMH10) INV.IN=5.66 (NORTH) INV.OUT=4.87 (S/W) SMH10 RIM=16.12 INV.IN=6.27 (SMH12) INV.IN=5.44 (SMH11) INV.OUT=5.40 (SMH9) SMH11 RIM=17.87 INV.IN=5.48 (N/E) INV.OUT=5.46 (SMH10) SMH12 RIM=17.77 (CANNOT ACCESS MH; CONCRETE LID) INV.IN= (SMH13) INV.IN= (N/E) LATERAL INV.IN= (S/E) LATERAL INV.OUT= (SMH10) SMH13 RIM=20.10 INV.IN=8.55 (S/E) INV.OUT=8.41 (SMH12)

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STORM DRAIN STRUCTURE DATA

AutoCAD SHX Text STM1 (FULL OF DEBRIS) RIM=18.08 INV.IN=15.07 (STM2) INV.OUT=15.07 (SOUTH) STM2 F.E.S. INV.OUT=17.42 (STM1) STM3 RIM=19.56 INV.OUT=18.79 (N/E) STM4 RIM=13.43 INV.IN=11.48 (STM5) INV.OUT=11.37 (S/W) STM5 F.E.S. INV.OUT=12.32 (STM4) STM6 RIM=14.80 INV.IN=10.40 (STM7) INV.OUT=10.01 (N/E) INV.OUT=9.98 (S/W) STM7 RIM=15.65 INV.IN=12.69 (STM12) INV.IN=12.48 (STM8) INV.IN=12.55 (STM13) INV.OUT=12.48 (STM6) STM8 RIM=17.02 INV.IN=13.80 (STM9) INV.IN= 14.12 (STM14) INV.OUT=13.69 (STM7) STM9 RIM=17.39 INV.IN=14.19 (STM10) INV.IN=14.41 (STM15) INV.OUT=14.18 (STM8) STM10 RIM=20.13 INV.IN=16.76 (S/E) INV.IN=16.72 (N/E) INV.OUT=16.69 (STM9) STM11 RIM=15.28 INV.OUT=13.09 (STM12) STM12 RIM=15.91 INV.IN=12.70 (STM11) INV.OUT=12.67 (STM7) STM13 INV.OUT=13.96 (STM7) @ HEADWALL STM14 INV.OUT=14.52 (STM8) @ HEADWALL STM15 RIM=17.79 INV.OUT=15.19 (STM9) STM16 INV.IN=15.00 (STM1)

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LOCATION MAP - SCALE: 1" = 2,000'

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FB:

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SANITARY CLEANOUT

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SYMBOL/ABREVIATION

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DESCRIPTION

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LEGEND

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DATE

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APPROVED

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CHECKED

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DESIGNED

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DRAWN

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SHEET

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PMI PROJ. NO.:

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SCALE:

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HAVELOCK

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NORTH CAROLINA

AutoCAD SHX Text THIS DOCUMENT IS THE SOLE PROPERTY OF PRECISION MEASUREMENTS, INC (PMI)., VIRGINIA BEACH, VA. THE MODIFICATION OF ANY DETAIL OR DESIGN OR USE FOR ANY PURPOSE OTHER THAN THAT INTENDED BY PMI., MAY NOT BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF PMI.

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AutoCAD SHX Text 6-11-19

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TOPOGRAPHIC SURVEY

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OF A PORTION OF

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CHERRY POINT

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PMI PROJECT #19324

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EMS

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EMS

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CMH

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CMH

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ABBREVIATIONS

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DIP

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DUCTILE IRON PIPE

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RCP

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REINFORCED CONCRETE PIPE

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CONC

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CONCRETE

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SIDEWALK

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PVC

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POLYVINYL CHLORIDE

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BLDG

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BUILDING

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DEC

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DECIDUOUS

AutoCAD SHX Text SUE QUALIT 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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LOCATION MAP - SCALE: 1" = 2,000'

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G STREET

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6TH AVENUE

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5TH AVENUE

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4TH AVENUE

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ROOSEVELT BOULEVARD

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C STREET

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E STREET

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A STREET

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LANGLEY ROAD

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7TH AVENUE

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2ND AVENUE

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F STREET

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2ND RD

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SITE

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OAK STREET

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SITE

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DROP/GRATE INLET

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FLARED END SECTION

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FES

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STORM MANHOLE

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SANITARY MANHOLE

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FLOW DIRECTION ARROW

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FIRE HYDRANT

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TRAVERSE

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SIGN

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EHH

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ELECTRIC HAND HOLE

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ELECTRIC METER

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ELECTRIC MANHOLE

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WATER VALVE

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POST INDICATOR VALVE

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WATER METER

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PIV

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ELECTRIC BOX

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ELECTRIC TRANSFORMER

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EMH

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EBOX

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TMH

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TPED

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TELEPHONE MANHOLE

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TELEPHONE PEDESTAL

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TRHH

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TRAFFIC HAND HOLE

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18"OAK

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SHRUB

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TREE SIZE/TYPE

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STORM PIPE

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SANITARY LINE

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TOP OF BANK

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TOE OF SLOPE

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LIGHT POLE

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TRAV

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TRAVERSE

AutoCAD SHX Text SURVEY NOTES: : 1. BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN: NORTH CAROLINA BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN: NORTH CAROLINA STATE PLANE COORDINATE SYSTEM / NORTH AMERICAN DATUM 83 (U.S. SURVEY FEET) ESTABLISHED BY GPS OBSERVATION. 2. BASIS OF VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88 AS BASIS OF VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88 AS ESTABLISHED BY GPS OBSERVATION. 3. THIS SURVEY WAS PREPARED TO SHOW TOPOGRAPHIC FEATURES AND THIS SURVEY WAS PREPARED TO SHOW TOPOGRAPHIC FEATURES AND UNDERGROUND UTILITY MARKINGS AS OF 05-23-2019 AND DOES NOT CERTIFY TO CHANGES IN SITE CONDITIONS SUBSEQUENT TO THIS DATE. 7. UNDERGROUND UTILITY LOCATIONS SHOWN HAVE BEEN DESIGNATED BY NC UNDERGROUND UTILITY LOCATIONS SHOWN HAVE BEEN DESIGNATED BY NC 811 MISS UTILITY (REFERENCE TICKET NUMBERS 2019_05-17 03776 & 03906). ABOVE GROUND UTILITY DESIGNATION MARKINGS WERE LOCATED BY PRECISION MEASUREMENTS, INC. 8. UNDERGROUND PIPE SIZES AND MATERIAL TYPES ARE DETERMINED BY UNDERGROUND PIPE SIZES AND MATERIAL TYPES ARE DETERMINED BY FIELD MEASUREMENTS AND OBSERVATIONS AS CAN BEST BE DETERMINED FROM ABOVE GROUND WITHOUT BENEFIT OF CONFINED SPACE ENTRY. THIS SURVEY DOES NOT WARRANT SIZES AND MATERIALS WITHIN CONFINED SPACE OR INACCESSIBLE STRUCTURES. 9. UNLESS OTHERWISE INDICATED, THIS SURVEY IS NOT INTENDED TO DEPICT UNLESS OTHERWISE INDICATED, THIS SURVEY IS NOT INTENDED TO DEPICT OR DETERMINE THE EXISTENCE OF WETLANDS, HAZARDOUS WASTE OR ENVIRONMENTAL FEATURES THAT MAY AFFECT THIS PROJECT 10. CERTAIN UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN DESIGNATED CERTAIN UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN DESIGNATED BY PRECISION MEASUREMENTS, INC. IN CONFORMANCE WITH ASCE STANDARD CI/ASCE 39-02, QUALITY LEVEL C (QL-C) AND QUALITY LEVEL D (QL-D). UNDERGROUND UTILITIES SHOWN HEREIN ARE DERIVED FROM GIS SOURCES. 11. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CORY M. HAYNES FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON 05-23-2019; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STATNDARDS UNLESS OTHERISE SHOWN. 12. THIS TOPOGRAPHIC SURVEY WAS PREPARED FOR BURNS & MCDONNELL. THIS TOPOGRAPHIC SURVEY WAS PREPARED FOR BURNS & MCDONNELL.

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SAT

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SATELLITE

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UHH

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UNKNOWN HAND HOLE

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CATV

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CABLE TELEVISION

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UNKNOWN MANHOLE

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MULTI DEC.

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MULTI DEC.

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MULTI DEC.

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CONC. SIGN BASE

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UHH

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CONC.

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TPED #PD BO202

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CONDUIT

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0.8' MTL PIPE

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VENT

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0.1' MTL PIPE

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DOWNSPOUT

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WATER

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EQUIP.

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PIV

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0.5' HOLE W/PIPE

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DUMPSTER

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CONC.

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EBOX

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0.1' MTL PIPE

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MULTI DEC.

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ASPHALT

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PARKING LOT

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MULTI DEC.

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4" DEAD TREE

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1 STORY BRICK

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FFE=21.73'

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CONC. S/W

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CONDUIT

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ON RACK

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ELEC.

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WHEEL

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STOP

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FFE=23.88'

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MULTI DEC.

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SHRUBS

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SHRUBS

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SMH #6

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BLDG #T558

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BLDG #113

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1 STY BRK

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TRAV. #MK513 N:424925.242 E:2627999.713 ELEV.:22.21'

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TRAV. #MK515 N:424924.261 E:2627909.588 ELEV.:21.59'

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CONC. MON. W/DISK

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INV. = 19.33'

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15" CPP

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INV. = 19.21'

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18" CPP

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INV.=17.46'

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INV.=17.41'

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TRAV. #MK514 N:424639.820 E:2628199.868 ELEV.:20.12'

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INV.=18.09'

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12" DIP

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INV.=18.00'

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TRAV. #MK517 N:424961.148 E:2628414.672 ELEV.:21.94'

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10" DIP

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10" DIP

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10" DIP

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10" PVC

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10" PVC

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6" CLAY

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10" PVC

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8" DIP

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SMH #1

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SMH #3

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SMH #2

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SMH #4

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SMH #5

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4" PVC

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STM3

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TPED

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MATCHLINE SHEET V-003

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ROOSEVELT BOULEVARD

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GRASS

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FACILITIES MAINTENANCE DEPARTMENT

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DATE

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SHEET

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PMI PROJ. NO.:

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HAVELOCK

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NORTH CAROLINA

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TOPOGRAPHIC SURVEY

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OF A PORTION OF

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CHERRY POINT

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PMI PROJECT #19324

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EMS

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18RCPINVERT

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BRICK SIGN

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SHRUBS

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SHRUBS

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SHRUBS

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

STM #1

AutoCAD SHX Text

STM2

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

EMH

AutoCAD SHX Text

TMH #B 04

AutoCAD SHX Text

TMH #B 02

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

CONC. HEADWALL INV. = 13.81'

AutoCAD SHX Text

INV.=17.41'

AutoCAD SHX Text

INV. = 14.04'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

STM16

AutoCAD SHX Text

TRAFFIC BOOM/SIGNAL ON CONC. PAD

AutoCAD SHX Text

MATCHLINE SHEET V-003

AutoCAD SHX Text

MATCHLINE SHEET V-002

AutoCAD SHX Text

ROOSEVELT BOULEVARD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. DRAINAGE STRUCTURE

AutoCAD SHX Text

OAK STREET

AutoCAD SHX Text

FB:

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DATE

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APPROVED

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CHECKED

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DESIGNED

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DRAWN

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SHEET

AutoCAD SHX Text of

AutoCAD SHX Text Sheets

AutoCAD SHX Text

PMI PROJ. NO.:

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SCALE:

AutoCAD SHX Text 19324

AutoCAD SHX Text

HAVELOCK

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NORTH CAROLINA

AutoCAD SHX Text

AutoCAD SHX Text 6-11-19

AutoCAD SHX Text 1"=25'

AutoCAD SHX Text V-003

AutoCAD SHX Text

TOPOGRAPHIC SURVEY

AutoCAD SHX Text

OF A PORTION OF

AutoCAD SHX Text

CHERRY POINT

AutoCAD SHX Text

PMI PROJECT #19324

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EMS

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EMS

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CMH

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CMH

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EHH

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EHH

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AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text 56385

AutoCAD SHX Text 18.6

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TOP BANK

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FFE=21.73'

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AutoCAD SHX Text

WOOD

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SIGN

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EBOX(3)

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AutoCAD SHX Text E

AutoCAD SHX Text

SWITCH

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SAT. DISH

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SAT. DISH

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SAT. DISH

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GROD

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GROD

AutoCAD SHX Text

GROD

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CONDUIT

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CONDUIT

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CONDUIT

AutoCAD SHX Text

CONDUIT(3)

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SWITCH

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SWITCH

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CONDUIT

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CONDUIT(2)

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CONDUIT

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DOWNSPOUT

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CONNECT0R

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DOWNSPOUT

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DOWNSPOUT

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DOWNSPOUT

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DOWNSPOUT

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DOWNSPOUT

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DOWNSPOUT

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DOWNSPOUT

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CONNECTOR

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DOWNSPOUT

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TREE STUMP

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METAL

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SIGN

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8" DEC.

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MULTI DEC.

AutoCAD SHX Text

6X9" DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

12" DEC.

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

MULTI DEC.

AutoCAD SHX Text

24" DEC.

AutoCAD SHX Text

24" DEC.

AutoCAD SHX Text

8" PINE

AutoCAD SHX Text

CONDUIT

AutoCAD SHX Text

SWITCH

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

24 DEC.

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

METAL POST

AutoCAD SHX Text

METAL POST

AutoCAD SHX Text T.O.B.

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text E.P.

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text

STEAM VAULT

AutoCAD SHX Text

EMH #73

AutoCAD SHX Text

CATV PED.

AutoCAD SHX Text

SMH #12

AutoCAD SHX Text

WOOD SIGN

AutoCAD SHX Text

WOOD SIGN

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text T.O.B.

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text T.O.B.

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text

TMH #A1302

AutoCAD SHX Text

TMH #A11201 01

AutoCAD SHX Text

EMH #73-C

AutoCAD SHX Text S

AutoCAD SHX Text T.O.B.

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text T.O.B.

AutoCAD SHX Text

TMH #A11201

AutoCAD SHX Text

EMH #73-A

AutoCAD SHX Text

CONC. S/W

AutoCAD SHX Text

CONC. S/W

AutoCAD SHX Text

CONC. S/W

AutoCAD SHX Text

CONC. S/W

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text E.P.

AutoCAD SHX Text

WOOD SIGN

AutoCAD SHX Text

STM15

AutoCAD SHX Text

STM14

AutoCAD SHX Text

STM13

AutoCAD SHX Text

SMH #10

AutoCAD SHX Text

STM6

AutoCAD SHX Text

STM8

AutoCAD SHX Text

STM9

AutoCAD SHX Text

SMH #9

AutoCAD SHX Text

SMH #7

AutoCAD SHX Text

SMH #8

AutoCAD SHX Text

EMH

AutoCAD SHX Text

STM7

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STM11

AutoCAD SHX Text

STM12

AutoCAD SHX Text

DRIP LINE

AutoCAD SHX Text

1 STORY BRICK

AutoCAD SHX Text

BLDG #4279

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

21" DIP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

21" DIP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text S

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

30" RCP

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24" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

STM4

AutoCAD SHX Text

STM5

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

TRAV. #MK521 N:424333.171 E:2629608.115 ELEV.:16.35'

AutoCAD SHX Text

TRAV. #MK522 N:424259.922 E:2629797.212 ELEV.:18.40'

AutoCAD SHX Text

TRAV. #MK523 N:424175.126 E:2629448.352 ELEV.:14.38'

AutoCAD SHX Text T.O.B.

AutoCAD SHX Text

C STREET

AutoCAD SHX Text E.P.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

UNABLE TO ACCESS PIPE SIZE/TYPE

AutoCAD SHX Text

UNABLE TO ACCESS PIPE SIZE/TYPE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

MATCHLINE "A" THIS SHEET

AutoCAD SHX Text

MATCHLINE "A"

AutoCAD SHX Text

MATCHLINE "B" THIS SHEET

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PAINTED

AutoCAD SHX Text

CROSSWALK

AutoCAD SHX Text

2ND ROAD

AutoCAD SHX Text

UMH

AutoCAD SHX Text

CTV

AutoCAD SHX Text

SMH #11

AutoCAD SHX Text

21" DIP

AutoCAD SHX Text

21" DIP

AutoCAD SHX Text S

AutoCAD SHX Text

CONC. MON. #OWS 62

AutoCAD SHX Text

MATCHLINE "A"

AutoCAD SHX Text S

AutoCAD SHX Text

SMH #13

AutoCAD SHX Text

STM10

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

MATCHLINE "B" THIS SHEET

AutoCAD SHX Text

MATCHLINE "B"

AutoCAD SHX Text

FB:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text of

AutoCAD SHX Text Sheets

AutoCAD SHX Text

PMI PROJ. NO.:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 19324

AutoCAD SHX Text

HAVELOCK

AutoCAD SHX Text

NORTH CAROLINA

AutoCAD SHX Text

AutoCAD SHX Text 6-11-19

AutoCAD SHX Text 1"=25'

AutoCAD SHX Text V-004

AutoCAD SHX Text

TOPOGRAPHIC SURVEY

AutoCAD SHX Text

OF A PORTION OF

AutoCAD SHX Text

CHERRY POINT

AutoCAD SHX Text

PMI PROJECT #19324

AutoCAD SHX Text

EMS

AutoCAD SHX Text

EMS

AutoCAD SHX Text

CMH

AutoCAD SHX Text

CMH

AutoCAD SHX Text

02 Civil.pdf

C-505 - EROSION AND SEDIMENT CONTROL DETAILS

04 Topo Survey.pdf

Sheets and Views

V-001

File details come from the government source that posted it.