20110803 Ver 1_Site Plan_20110829

Strickland, Bev
From: Harvey, Steven [[e-mail]]
Sent: Monday, August 29, 2011 8:22 AM
To: Strickland, Bev
Cc: Saczynski CIV Michelle D
Subject: RE: MCAS Sanitary Sewer at Slocum Village - DWQ# 11-0803
Beverly,
Drawings are posted to following FTP site for your use:
Log in by clicking on the following link:
ftp.dewberry.com
In the upper right hand side of the window, click "Page"4 "Open FTP Site in windows explorer"
(user/password is whatever the sitename and password is for the site)
user - MCASCP2
pwd - 2SQ8S5 (case sensitive)
Please note: Files that are not accessed within 5 days will be automatically removed by the
system.
Regards,
Steve
**Pls Note new direct phone number - 919.424.3717**
Steven D. Harvey, PE, LEED AP BD+C, DBIA
Senior Associate
Manager, Federal Services
Dewberry
2301 Rexwoods Drive
Raleigh, NC 27607
wpn: 919.881.9939
fax: [phone]
[e-mail]
From: Strickland, Bev [mailto:[e-mail]]
Sent: Friday, August 26, 2011 12:01 PM
To: Harvey, Steven
Subject: WAS Sanitary Sewer at Slocum Village - DWQ# 11-0803
Mr. Harvey,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Beverly Strickland, Administrative Officer
Division of Water (duality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone- 919-807-6350
E?mail Address: Bev.Stricklandiancdenr.oov
Main Line i (919) 807-6;00
Fax Line l' [phone]
E-mail correspondence to and firom this address may be subject to the North Carolina Public Records Lair raid may be disclosed to third parties
Visit Dewberry's website at www.dewberry.com
This email transmission may contain confidential or privileged information. If you receive this email message in error,
notify the sender by email and delete the email without reading, copying or disclosing the email contents. The
unauthorized use or dissemination of any confidential or privileged information contained in this email is prohibited. If you
are not the intended recipient and intentionally intercept or forward this message to someone else, you may be subject to
criminal and/or civil penalties. See 18 U.S.C. 2511 et seq.
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1. FIELD TOPOGRAPHIC SURVEY BY DEWBERRY & DAVIS, INC, DATED MARCh SATED MARCH 24, 2011.
DESCRIPTION EXISTING NEW DESCRIPTION EXISTING NEW
2. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED BY USING GPS OBSEi a GPS OBSERVATIONS AND COMPUTED USING NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE (OPUS). GRID
COORDINATES WERE HELD ON MONUMENT 8-93. NORTH ARROW IS GRI ~RROW IS GRID NORTH. ALL DISTANCES ARE GROUND DISTANCES.
UTILITY POLE BOTTOM QF WALL BW HORIZONTAL CONTROL: NORTH CAROLINA STATE PLANE COORDINATES NAD$3 i
LIGHT POLE CONTROL POINT No. 1: N=421938.100 E=2626059.834 ,834
INVERT INV CONTROL POINT No. 2: N=422399.189 E=2625899.898 .898
CONTROL POINT No. 10: N=422436,615 E=2628134.472 4.472
CONTROL POINT No. 11 MONUMENT 8-93 : N=421596.870 E=2f o ( ) .BOLLARD o TERRA COTTA PIPE TCP .96.870 E=2628269.926
VERTICAL CONTROL: NAVD 88 °D
UTILITY MARKER P05T ~MKP REINFORCED
CONCRETE PIPE RCP CONTROL POINT No. 1: ELEVATION=17.844
CONTROL POINT No. 2: ELEVATION=17.266
CONTROL POINT No. 10: ELEVATION=18.340 UTILITY MANHOLE U BUILDING BLDG
CONTROL POINT No. 11 (MONUMENT 8-93): ELEVATION=22.630 'ION=22.630
CONTROL .POINT No. 1 IS A REBAR .AND CAP SET IN THE GRASS LOOP SEWER MANHOLE ~ ELEVATION SPOT BRASS LOOP CREATED BY HONEYSUCKLE LANE AND JACKSON DRIVE.
+ 80.00 CONTROL POINT No. 2 IS A REBAR AND CAP. SET IN THE GRASS LOOP BRASS LOOP CREATED BY SYCAMORE LANE AND JACKSON DRIVE. ~ ~
TREE LINE ASPHALT ASPHALT CONTROL POINT No. 10 IS A REBAR AND CAP SET 850.6' NORTH OF M NORTH OF MONUMENT 8-93 BETWEEN THE RAILROAD AND ROOSEVELT BOULEVARD. ~ y ' 1 v Y CONSULTING STRUCTURAL ENGINEER
748 U;fiD t}UNMOPE DHNE, SUITE 141
CONTROL POINT No. 11 IS MONUMENT 8-93. VIRGINGA(iEACH,V1PCaNIA28484 PHONE: {757) 474~C812
GRASS GRASS STORM DRAIN so ~ GRASS FAX: [phone]
t 3. CONTOUR INTERVALS ARE ONE (1) FOQT.
C26 4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED 8 e ETERMINED BY OBSERVED EVIDENCE, LOCATION OF ABOVE GROUND UTILITY APPURTENANCES, AND UTILITY MARKINGS (PAINT, ETC.) ~ DeWb@Yry
FORCE MAI - - - Fri WETLANDS BOUNDARY AND N - - . - PROVIDED BY AN UNDERGROUND UTILITY MARKING SERVICE. UNDERGRO'~ UNDERGROUND UTILITIES NOT SHOWN MAY EXIST. STRUCTURES LABELED `VAULT" INDICATE A SUBSTRUCTURE WITH LIMITED VISUAL ~ewbeTry&Davis,inc.
FLAG IDENTIFIER ACCESS AN V D IN ERT INFORMATION. THE SURVEYOR MAKES NO GUARAI 5 NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN GOMPRISE AL.L SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR SUTTE2>D
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE VT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE ""~"~"C~' PHONF: 9i9.8HiSl9
.CHAIN LINK FENCE = LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. SILT FENCE OUTLET J AVAILABLE.
5. UNDERGROUND UTILITIES WERE LOCATED AND MARKED BY SOUTHEASTEf GENERAL NOTES: SOUTHEASTERN LOCATING SERVICES,. INC. ON MARCH 24, 2011 AND WERE SURVEYED BY DEWBERRY & DAMS, INC. eeee~~~C A R'~•,°~~
DITCH CENTERLINE - - - SILT FENCE SF ee •••N•••••O/ I••
1. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWIN ;TION DRAWINGS, SPECIFICATIONS, ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES. `~'JCQ 9`, t;
. •
MAJOR CONTOUR ----z2.5--- - 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT WORK REi LIMITS OF CONSTRUCTION JT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. ~ 023121
3. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS I :RTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, ~•'•,q•`••. «c~aEti~••'~~4~~~;
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROY MINOR CONTOUR - - -z3.o- - - DEMOLISH ~ E P NSE, JCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S ~''~~~A A ~ ~,S~ee`e ; 'ti+uui~ri~~e
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^ 4. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING CONST JRING CONSTRUCTION. FOR EROSION & SEDIMENTATION CONTROL, PER THE NCDENR EROSION & SEDIMENTATION CONTROL PLANNING aPPROVED
o n n o C GUARDRAIL CONSTRUCTION ENTRANCE AND DESIGN MANUAL.
5, CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES AND ALI TIES AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT acriv~[Y - sa>7sFacroRr ro
_ - - _ DAMAGED BY THE CONTRACTOR SHALL BE RESTORED OR REPLACED BY RIPARIAN BUFFER WATTLE ~ REPLACED BY THE CONTRACTOR TO THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. DATE
6. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUt LL CONSTRUCTION WASTE AND EXCESS MATERIALS AS WELL AS ALL UNSUITABLE MATERIALS OFF OF BASE PROPERTY. BURNING AT APPROVED
THE SITE IS NOT PERMITTED AT ANY TIME.
VALVE ~ TURF MATTING
7. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAUL WHEN HAULING MATERIALS FROM THE SITE. FoR Efo FoR co~~woER r~v~ac
O THI G S T ~ N R N EA TiNG ELEVA ION 8. DURING PRE AND PAST CONSTRUCTION, THE CONTRACTOR SHALL INSPI
O G ST G AT C42 421621.17 2626389.78 5.31 STRUCTURE DOWNSTREAM. CONTRACTOR SHALL NOTIFY THE CONTRACTI~ N RTHIN EA IN SHALL INSPECT ALL STORM DRAINAGE STRUCTURES AND PIPING WITHIN THE CONSTRUCTION LIMITS PLUS A MINIMUM OF ONE DATE CONTRACTING OFFICER OF ANY SEDIMENT IN STORM DRAINAGE STRUCTURES OR PIPING. CONTRACTOR SHALL PROVIDE A WRITTEN A/E ~
B1 422681.66 2626876.94 3.04 C43 421626.96 2626333.35 6.70 REPORT OF OBSERVATIONS. PAK DESIGN
62 422711.60 262fi880.20 5.68 C44 421584.87 2626338.47 6.60 JSH DRAWN
C45 421570.72 2626391.38 6.61 9. UTILITY LOCATIONS: 63 422667,49 2626806.04 1.24 PAK RenEw
B4 422691.90 2626808.65 2,21 C46 421570.37 2626442.58 3.67 SDH Dc
65 422652.29 2626720.73 2.53 C47 421526.94 2626453.92 4.00 NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS. THE COP IGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, BOTH HORIZONTALLY AND VERTICALLY, ALL EXISTING UNDERGROUND CHB cwEF Ascw./ EwcR.
B6 422671.23 2626704,09 2,70 C48 421470.88 2626444.57 4,97 UTILITIES PRIOR TO CONSTRUCTION. B7 422634.51 2626620.92 2.79 C49 421436.21 2626415.33 5,45 PROJECT MANAGER SDH
B8 422655.79 2626609.32 2.66 C50 421413.41 2626436.02 5.50. LOCATION AND ELEVATION OF EXISTING UTILITIES ARE SHOWN IPJ APPF OWN IN APPROXIMATE MANNER ONLY. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES .BEFORE CONSTRUCTION BEGINS AND FIRE PRDTECTiow
69 422618.00 2626513.56 3.23 C51 421381.88 2626453,57 5.03 COORDINATE CHANGES TO UTILITIES, IF NEEDED, WITH THE CONTRALTI 'E CONTRACTING OFFICER. BRANCH MANAGER
B10 422643.80 2626520.03 2.97 C52 421342.91 2626428.97 6.74 DESIGN DIRECTOR
611 422604.54 2626450.99 1,61 C53 421323.38 2626437.98 6.48 10. MILITARY OPERATIONS WITHIN THE PROJECT LIMITS SHALL CONTINUE Dl CONTINUE DURING CONSTRUCTION. WORK INTERRUPTION SHALL BE COORDINATED BY THE CONTRACTOR WITH THE CONTRACTING W
B12 422641.01 2626494,84 3.01 C54 421351.14 2626499.91 .5.43 OFFICER. o ~
B13 422602,61 2626413.18 1.65 C55 421353.47 2626532,19 4.49 C NT O P C56 0 R L DINT Bi 4 422634.27 2626444,08 2.46 421312.35 2626567.10 3,62 CONTROL POINT ~ ~ U
C57 421293 No.2 615 422613.69 2626402.2$ 3.32 .66 2626605.76 3.11 No. 10 ~ ~ o o Z
B16 422634.11 2626424.69 .1.95 C58 421243.13 2626631.57 2.94.
C59 421198.08 2626634.58 3.06 o CONTROL POINT B17 422601.05 2626275,04 9.07 No. 1 ; ~o o ~ a zz
B18 422624.52 2626402.85 3.56 C60 421134.40 2626657.75 2.80 z ~
B20 C61 4210$8.00 26266$6.73 3.91 C 422612.93 2626274.16 9.16 ~ ~ ~ N ~
C1 422577.93 2626262.09 3.37 C62 421Q60.33 2626673.98 5.61 EXISTING FORCEMAIN ~ C63 421026.62 2626663.84 6.18 ~ C2 422509.41 2626298.50 2.80 ROUTE (APPROXIMATE), ~ ~CEMAIN ~ o ~ W ~ W
C3 422470.57 2626320,74 2.15 C64 421014.57 2626669.83 5.96 TYP ~OXIMATE), ~ ~ ~ ~ U } U Z o
C4 422409.53 2626403.14 1.85 C39 421687.72 2626460,39 3.30 x x ~ ~ QW 'SO ~
C40 421649.50 2626452.00 3.32 ~ C5 422360.05 2626417.54 2.20 0 ~ Q .J w boa Z= J
C6 4 C41 421614.40 26264.19.76 4.84 22303.68 2626416.06 3.18 o ~
C7 422271.47 2626397.00 2.86 C G UB O S: ~ ~ ° N
C8 422225.29 2626401.14 3.86 C9 422184.98 2626374.45 4.46 ~ ~ CONTROL POINT ~L POINT ° O m Z
1. ALL EROSION CONTROL FEATURES SHALL BE IN PLACE BEFORE COMMENCEMENT OF CLEARING AND C10 422178,74 2626356.56 4.24 GRUBBING ACTIVITIES. 11 (I
~ ca C1 i 422221.10 2626346.57 5.41 (i C, ~ ~ o ~ ~ Z
C12 .422259.47 2626331.10 5.24 2. KEEP RO ADS AND WALKS FREE OF DIRT AND DEBRIS AT ALL TIMES. , 07 ~ p ~ ?oa ~ W Q
C13 422275,27 2626322.59 5.09 Ci Q
Ci 4 422267.7 ~ 7 2626322.88 5.43 3, TREES AND .VEGETATION TO BE LEFT STANDING. SHALL BE PROTECTED FROM DAMAGE INCIDENTAL TO °Q°~ oa Q ~,W
C45 422234.35 2626337.12 5.30 ~ CLEARING GRUBBING AND CONSTRUCTION OPERATIONS B T Q Y HE ERECTION OF BARRIERS OR BY SUCH ~ C16 422188.51 2626345.32 4.87 OTHER MEANS AS THE CIRCUMSTANCES REQUIRE. B o~ Z
~ ~ l C17 422159.43 2626325.53 4.73 0 ~~o ~ ~ ~ o
C18 422162.49 2626288.10 5.43 4. PROTECT EXISTING UTILITY LINES THAT ARE INDICATED TO REMAIN. ~ ~ ~ ~ Q LL
C19 422107.54 2626300.33 5.63 ? 0 ~o
C20 422119,54 2626356,60 4.85 ~ 5. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF DAMAGE TO OR AN ENCOUNTER WITH AN UNKNOWN p B °
C21 422116.50 2626369.58 4.88 ~ EXISTING UTILITY LINE. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIRS OF DAMAGE TO EXISTING ? . ~ ~W Q~ 0
C22 422127.68 2626406,42 4.12 UTILITY LINES THAT ARE INDICATED OR MADE KNQWN TO THE CONTRACTOR PRIOR TO START OF CLEARING o C23 422123,16 2626456.62 3.29 AND GRUBBING OPERATIONS. 0 oZ JQ
C24 422082.76 2626488.10 3.40 0 z~
C25 422024,60 2626504.47 2.44 6. CLEARING SHALL CONSIST OF THE FELLING, TRIMMING, AND CUTTING OF TREES INTO SECTIONS AND THE ~ GJ c~z
C26 421981,18 2626515.89 2.73 SATISFACTORY DISPOSAL OF THE TREES AND.OTHER VEGETATION DESIGNATED FOR REMOVAL, INCLUDING ~ a Q A
C27 421934.64 2626507.94 3.55 a DOWNED TIMBER, SNAGS, BRUSH, AND RUBBISH OCCURRING WITHIN THE AREAS TO BE CLEARED. TREES, ~y cn 0~ 5fl~~ 100' 1~3OI)` CODE ID. NO. 80091 SIZE D
~ C2$ 421932.87 2626457 ~ ,39 3.38 d STUMPS, ROOTS, BRUSH, AND OTHER VEGETATION IN AREAS TO BE CLEARED SHALL BE CUT OFF FLUSH ~3 d
C29 421939.41 2626429.62 3.87 WITH OR BELOW THE ORIGINAL GRQUND SURFACE. Ct~ SCALE: AS SHOWN
w C30 421941.03 2626391.25 4.60 0 S C31 421928.18 2626338.02 5.57 7, GRUBBING SHALL CONSIST OF THE REMOVAL AND DISPOSAL OF STUMPS, ROOTS LARGER THAN 3 INCHES ~ Q~ , FlLE N0. 5068181 p GRAPHIC SCALE: 1 =540 ~ PRJ. No. XXXXXXX
FIRE STATIO 4
N C32 421898,01 2626367.37 4.50 IN DIAMETER, AND MATTED ROOTS FROM THE DESIGNATED GRUBBING AREAS. MATERIAL TO BE GRUBBED, C33 421902.22 2626429.73 3.54 SLOCUM, TOGETHER WITH LOGS AND OTHER ORGANIC DEBRIS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN BLDG. 2000 ~s II SPEC. N0. -
C35 421816.46 2626431.29 3.02 r~ N 18 INCHES BELOW THE ORIGINAL SURFACE .LEVEL OF THE GROUND IN AREAS INDICATED TO BE GRUBBED. ~ c~ CONSTR. CONTR. N0.
C36 421795.29 2626394.49 3.39 G h C37 421753,65 2626409.07 3.88 ~ U o NAVFAC DRAWING ND.
8. LOGS, STUMPS, ROOTS, BRUSH, ROTTEN WOOD, AND OTHER REFUSE FROM THE CLEARING AND GRUBBING C38 421720,08. 2626443.89 3.87. OPERATIONS SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF GOVERNMENT-CONTROLLED LAND AT THE 12588017
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STA 26+80 ~
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C30 TYP, SEE SHEET C-49 I
FOR DETAILS. C38 ~ APPROVED
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WITHIN WETLANDS WITH CLEAR AND GRUB AND GRUB 10' STA 34+52 ~
WETLAND SEEDING MIX, / WIDE PATH CENTERI 'ATH CENTERED
TYP. SEE SHEET C-09 / OVER EXISTING SAN EXISTING SANITARY I ~
FOR DETAILS. C55 N 421358.97 SEWER, TYP, SEEC TYP, SEED ALL \
/ E266 a~ 2 555.04 DISTURBED AREAS. BED AREAS. ~ N
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CONSULTING STflUCTURAL ENGINEER 748 LORD IXINMDRE DR(VE, SURE 101
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PHONE: [phone] fAX: (/57:4740918
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.DATE
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PAK DESIGN
ti]SH DRAWN
1. SEE SHEET G-03 FOR SURVEY CONTROL, COMMON LEGEND, P~ REVIEW
AND WETLAND FLAGGING TABLE. SDH OC
2. UTILITY MARKER POSTS ARE ASSUMED TO BE ON CENTERLINE GHB CHIEF ARCH,f ENGR,
OF FORCE MAIN. PROJECT MANAGER SDH
FIRE PROTECTION
3, TOTAL PROJECT DISTURBED AREA = 0.72 ACRES, BRANCH MANAGER
DESIGN DIRECTOR
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FILE No. 5068181
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QO NAVFAC DRAWING N0. 12588025
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A O O C UCT O
VARIES (8' MAX.) Q
STEEL ~ STEEL POST ~
1. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION STAY WIRES MIN.
AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS. 14 GAUGE w / $
IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED ~ ~ 3'-O" MIN. WIDTH ~
FIRST. THE NECESSARY N w~ ~ 3 0 M LA D DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY q FILTER FABRIC ~~~¢O~~ °
THEN PROCEED. ~ ~ ~ FILTER 3 0~
~r ~ - w - TI 2. UTILITIES SHOWN. IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF z ~ w o - FILL SLOPE ~ ° o ' ~G ° ° ~o
EXISTING UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES BEGIN. ~ z w N r ° ~ ° O ~ ° ~ ' N .GROUND LINE ° AS REQ p
~ ~
3. .INSTALL CONSTRUCTION ENTRANCE SILT FENCING AND GRAVEL.. SILT FENCE OUTLf:T5 1N LOCATIONS SHOWN ON m ~ ° ~
PLANS. 0
ANCHO 4. BEGIN SITE P ELEVATION N STRI PING AND CLEARING WITHIN LIMITS OF CONSTRUCTION. FABRIC ~-ANCHOR FILTER ~
FABRIC MIN. 8" DEEP _ ~ & 4" FORWARD ALONG ~
4" & 4" 5. PROVIDE GROUNDCOVER WITHIN. 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. THE T THE TRENCH
PERMANENT GROUNDCOVER SHALL BE PROVIDED WITHIN THE SHORTER OF 15 WORKING DAYS OR 90 CALENDAR DAYS 2-3" COARSE AGGREGATE
FOLLOWING THE COMPLE?ION OF CONSTRUCTION.. GENERAL NOTES SECTION SECTION NOTES;
1. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF EARTHFILL EMBANKMENTS. MAY ENTS. MAY ALSO BE t. GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE VEHICLES
6. PURSUANT TO NC GENERAL STATUTE 113A-54.1(e), THE CONTRACTOR SHALL CONDUCT SELF INSPECTIONS OF p, CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO
EROSION .CONTROL DEVICES AT COMPLETION -0F EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS INSTALLED AROUND ALL STORM DRAIN INLETS, & MANHOLES AS DIRECTED. OUTLINED IN 15A NCAC 04B ,0131. PAVED STREETS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND
2. WIRE SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL HAVE A MAXIMUM MESH JM MESH TO HELP CONTROL DUST.
7. TEMPORARY EROSION CONTROL SPACING OF 6". MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE 2 TO THEMCONSTRU~CTION ENTRANCE. STONE WHICH MAY ADD TOTAL LIFE ~ R V Y
HAS BEEN STABILIZED. „ 3. FILTER FABRIC SHALL BE A MINIMUM OF 36 IN WIDTH AND SHALL BE FASTENED
SECURELY TO THE WIRE. 'ASTENED Y
8. THE CONTRACTOR SMALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER 3. 4" OF SCREENING SHALL BE PLACED ON TOP OF ASPHALT -UNDER °°"S~~T,NGSrR~~~E"°'"EER
OUTFACES WEEKLY AND AFTER EVERY RAIN EVENT 1 2~ OR GREATER. ALL CONT O ~ / R L DEVICES SHALL BE MAINTAINED 4. STEEL POST - - S SHALL BE 5 0 IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL AS SPECIFIED BY THE CONTRACT DOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO ~VGLE STEEL TYPE. CONSTRUCTION ENTRANCE. 79B~ORQDU"MCREDRNE,SIIRE,O, VIRGINIA BEACH VIRC~NIA, 28954
FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS AT THE. ON-SITE OFFICE FOR MAINTENANCE PHOt~: n5>) 47408,2 FAX: [phone]
AUDIT BY CONTRACTING OFFICER. INSPECTIO S 5. IF SUPPORT WIRE IS NOT UTILIZED, THE MAXIMUM SPACING BETWEEN STEEL POSTS N ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 95% SHALL BE 6FT. 'EEL POSTS 1. INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL AND AFTER EVERY RAINFALL. + Dewberry'
TEMPORARY EROSION CONTROL DEVICES.
NOTE 2. REPLACE GRAVEL PAD .WHEN AGGREGATE IS CLOGGED WITH oewberryBDav'is,tnc. SEDIMENT AND/OR WHEN SEDIMENT 1S BEING TRACKED ON ~
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL 0 - THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS F SEDIMENT ON SITE. IF THE APPROVED ER0510N ROADWAY. FPX:918P6f9?3
AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE N0.30 NCB9&1FOB78
B) GRAB STRENGTH 90-120 LB 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
10. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. ••~~••~°C'~ R+DI
SOURCE. A SINGLE USE BORROW. SITE OR AN AREA TO WASTE MATERIAL IS ONLY PERMISSIBLE IF IT IS OPERATED
UNDER THE TOTAL CONTROL. OF THE F{NANCIALLY RESPONSIBLE PERSON OR FIRM WHO IS DEVELOPING THIS SITE MAINTENANCE TYPICAL CONSTRUCTION ENTRANCE DETAIL ,.••••p~~gF~SS~py..,%~~,.,~ Z, Q~ _ 9~
AND HAS BEEN SEPARATELY PERMITTED AND INCORPORATED AS PART OF THIS PLAN MEETING ALL THE
RE UIREMEN S O N G N - 1. INSPECT SILT FENCE ONCE PER WEEK AND AFTER Q T F C E ERAL STATUTE 74 49(7)f. EVERY RAINFALL WITHIN 24 TO 48 HOURS. 023121 tTEMPORARY~
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND N.T.S. q~••.F~ciNEE~..•''~~,•'
REPAIR ANY DAMAGE TO FENCE.
~,'~'FjA'A"~~`~~`~',~ P~ ` t++++u~~,fn~~0~•••
APPROVED
ACTMiY - SAiISfACTORY TO
N.T.S.
DATE
APPROVED
STEEL FENCE POST FOR EFD FOR COMMNVDER NAVfAC
WIRE FENCE
LANDS HARDWARE CLOTH DATE AjE EFD
1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE 1 LIME, SEED, AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMEN FILTER OF 1" DIA. WASHED STONE FILTER FABRIC PAK DESIGN ~Y EQUIPMENT TO GIVE UNIFORM ON GROUND JSH DRAWN
KINDS OF MATERIALS TO BE APPLIED PER ACRE: DISTRIBUTION OF THESE MATERIALS, THE KINDS OF MATERIALS TO BE APPLIE ~'0 BE APPLIED PER ACRE: PAK REVIEW
TEMPORARY SEEDING FERTILIZER SDH Dc
.ATE ~ PLANTING RATE 10-10-10 BLEND II~STONE STRAW MULCH CHB CHIEF ARCH./ ENGR.
. TEMPORARY SEEDING SEC110N BURY WIRE FENCE AND PROJECT MANAGER SDH HARDWARE CLOTH
DEC. 1 -APR. 15 RYE (GRAIN} 120 CBS, ACRE 750 CBS./ACRE 2000 LBS. ACRE .4000 CBS. ACRE / / , KOBE LESPEDE:ZA * 50 CBS. ACRE SEE TEMPORARY SEEDING SCHEDULE FROM SEEDING SCHEDULE 1N COASTAL IN COASTAL AREAS' DETAIL. FIRE PROTECTION
~ BRANCH MANAGER
PERMANENT SEEDING DESIGN DIRECTOR
APR. 15 -AUG. 15 GERMAN MILLET 40 CBS./ACRE .750 LBS./ACRE 2000 CBS./ACRE 4000 CBS./ACRE FILTER OF 1~ DIA. W
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED BY PLANTING THE CANTING THE SELECTED SEED MIX WASHED STONE
DESCRIBED !N THE SEEDING TABLE BELOW. THE SELECTED SEED MIX 15 BA AUG. 15 -DEC. 34 RYE GRAIN 120 CBS. ACRE 1000 CBS, ACRE 2000 CBS. ACRE 4000 CBS. ACRE :D MIX 15 BASED ON THE EXISTING ~ U Q~
~ ) / / / / CONDITIONS AND TAKES INTO CONSIDERATION SUN/SHADE TOLERANCE AND E DANCE AND HYDROLOGIC TOLERANCE. ~ Z ~ J
PERMANENT SEEDING NOTE THAT THIS MIXTURE IS THE PREFERRED SEED MIX OF SPECIES. SEEC FERTILIZER : ~ ECIES. SEED MIX RATE SHALL BE 75 ~ z J Z
.A3IZ~ ~ PLANTING RATE 10-10-10 BLEND LIMESTONE STRAW MULCH POUNDS PER ACRE. APPLY 300 LBS/ACRE 1.0-10-i0 FERTILIZER. ZER. F- W - 3' w Q Z Z
APR. 1 -JULY 15 PENSACOLA BAHIAGRASS 50 CBS. ACRE 500 LBS. ACRE 3000 LBS. ACRE 4000 CBS. ACRE / ~ / V! Z iviLrif't2t~i ;:%f;yi~i:'t?#~:''<+~ i.:;~;ff':;ii
FEB. 1 -MAR. 31 CENTIPEDEGRASS 5 LBS. ACRE 1 SILT FENCE W ~ X ~ p
GERMAN MILLET 10 LBS. ACRE DACTYLIS GLOMERATA ORCHARDGRASS 5 / END OF~ ~ ~ ~ ~ J FILTER ~
ANDROPOGON GLOMERATUS BLUESTEM 5 * OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. PLAN VIEW FABRIC ~ ~ ~
SCIRPUS CYPERINUS WOOLGRASS 5 ELYMUS VIRGINiCUS VIRGINIA WILDRYE 5 J ' ~.rl
QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST. SORGHASTRUM NUTANS INDIAN GRASS 15 4' MIN, a = ? p
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED. CHASMANTHIUM LATlFOLIUM RIVER OATS 5 U U
PANICUM CLANDESTINUM DEERTONGUE 30
3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE PANICUM VIRGATUM SWITCHGRASS 30 Z ~ Z p
GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE 15 EXPECTED. ~ ~ TOP OF SILT FENCE I- ~ Q Q
MUST BE AT LEAST Q ~ ~
4. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD 10 .GAL 1000 SQ. FT.. 2. AFTER THE AREA HAS BEEN SEEDED EROSION CONTROL PROTECTION WILL ~ 1' ABOVE THE TOP F-- ~ W :CTION WILL CONSIST OF STRAW STONEE WASHED ~ ~ ~
( / ) , .HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS. MULCH UNLESS OTHERWISE SPECIFIED. ~ ~ W
5. DITCH TREATMENT .SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR 3. THE SOIL SURFACE SHALL BE SCARIFIED APPROXIMATELY 1 TO 3 INCHES Bi 3 INCHES BELOW THE SURFACE Q ~ ~ O STEEL FENCE POST
FIBERGLASS/SYNTHETIC ROVING 1S ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. PRIOR TO TEMPORARY SEEDING. SET MAX. 2' APART 6 .BURY WIRE FENCE, FILTER ~ Z Q Q
FABRIC, AND HARDWARE ~ ~ ~ Z FRONT VIEW CLOTH IN TRENCH Q ~ W
6. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN UNDISTURBED FOR MORE THAN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS LESS. PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER IS LESS, OF ESTABLISHING FINAL GRADES. SLOPES SHALL BE SEEDED WITHIN 21 CALENDAR DAYS.
TYPICAL GRAVEL SILT FENCE OUTLET Z " ~W w~
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~ ~ ~~II ~ ~ n u~lllh~ ~ 18 ~1 ~ ~III~ VII CONSULTINGSTflUCTURAL.ENGINEEfl 743 LCBD DUNMONE DfWE, SU(tE 101
6 MIN ANCHOR MATTING .Ilp~ OVERLAP NpC~t~kA BEACH, VFitlNl0. 23484 t' ANCHORING PHDNE:j757j47408,2
IN A 6" TRENCH JOIN STRIPS BY ANCHORING ~ AND OVERLAPPING NG FAX: (757) <~a~,s
DOWN ~ , SLOPE ~ ' MAINTENANCE
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' SEE INSET A AND B 1. INSPECT TURF MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ~ nr , ~ s t1l2 INCH OR GREATER) RAIN FALL EVEN REPAIR IMMEDIATELY. 2so, xEUwooBSO~t~ SUREi46
MtEIGN,NCaaz7 FAX:9i8.B849BT3
2, GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE TURF MATTING, SIGN MUST PH~N@ ~s~,~ NCBEIS #F'dBfl
\ /
UP 3, ANY AREAS OF THE TURF MATTING THAT ARE DAMAGED OR NOT IN CLOSE J CLOSE ~•.••~~'C~4R0`•o,,
~ ~ 2 (MIN) CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. SLOPE
STAKE
4, IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. PROBLEM ` ~~•Q~o ~9~ 9 s • a
CHANNEL BOTTOM WIDTH MONITOR. AND REPAIR THE TURF MATTING AS NECESSARY UNTIL 5. GROUND OUND ,o
COVER IS ESTABLISHED. PLAN VIEW ~~~~q~'.FN61 NE~:•'•~~~~~~'i
NOTES: PRODUCT . s~
1. USE MINIMUM 12 INCH. DIAMETER EXCELSIOR A ~T~ APPROVED
~ ~ WATTLE.
/ \ / \ N.T.S. ACTIVII'f -SATISFACTORY T4
/ / 2. USE 2 FT. WOODEN STAKES WITH A 2 IN. NOMINAL
CROSS SECTION. DATE
3. ONLY INSTALL WATTLE TO A HEIGHT IN DITCH SO APPROVED
FLOW WILL NOT WASH AROUND THE WATTLE AND
; „r `:i SCOUR DITCH SLOPES AND AS DIRECTED. I /
\ STAKES \ 51'Ap~ 4. INSTALL A MINIMUM OF 2 UP SLOPE STAKES AND / / FOR EFD FOR COMMANDER NAVFAC
~ ~ ~ 4 DOWN SLOPE STAKES AT AN ANGLE TO WEDGE
INSET A INSET B WATTLE TO BOTTOM OF DITCH. DATE A/E EFD
PAK DESIGN
5. PROVIDE STAPLES OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12 JSH olvwN
IN. IN LENGTH. PAK REVIEW
SDH oC
6, INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR ' FOOT ON BOTH SIDES OF WATTLE AND. AT EACH CHB cHI~F ARCN./ ENGR.
END TO SECURE IT TO THE SOIL. PRQJECT MANAGER SDH
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
N.T.S.
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