SW5120101_Site Plan_20130410

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map
CP
ALL UTILITY LINES SHALL BE SUPPLIED WITH DETECTABLE WARNING TAPES �� >r�
LOCATED 12" BELOW GRADE. SEE SPECIFICATIONS: 02315-4.
CP
--_--------------- `_ -- ` ,_______ _ _-__- -__ �_ -__
dam! '/ -------------' -� -�-- ------------- ---_=--------
1 ` � � r r r !
IN,/' rr20' OF 8" PVC OR HDPE PIPE Y' 7- __________-_-_---------------- X r
------------------
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/ ----- --- = ---------------- --------------------------- ,
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/ �� _ °---------- 473 �` �-- _� �
O 40 LgNQ LEVEL SPREADER. CONCRETELIRSHALL RA
O THE ENTIRE 40 Z€RO SCOPE ACROSS
`�----------- 472 - — r---------------
GRASS AREA—
/ AREA GRADED TO MAX. 8% co 472.75 CONTOUR
1
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�41 - �� �` / / SCALE: 1" 20'
\ \
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TIE 6`fVC SERVICE TO\�XISTING 6" SEWER GRASS
� � GRASSED CHANNEL
18' 57 STONE
5
EX. 4" PVC SEWkR `\ \ ` \ CONCRETE LIP AND
0 / --(DEPTH UNKNOWN), USE #4 REBAR [� 24" OC
1 \\ \ \ \ j \ \ \ \ \ FOUNDATION #4 REBAR CONTINUOUS
-EX. 6" SEWER SECTION LEVEL SPREADER
SCALE: 1" = 5'
QD
�`'`' Cq T G / rr ��\� QL ` 1 C� `\ NEI�41'G' P1SAlWjARY SE SERVICE \ \ \ NEW CLEANOUT
/ O
I -� `. \GRADE & GRAS OVERFLOW PATH \
NEW ELECTRIC SE VIC �BY � � \ \ - - � \ � \ � � �
/ ! Rom, NEW 6" PVC SANITARY SEWER SERVICE, \ \
49s / „ ,/ POWER COMPANYGROUTE O \ \ r ` `��_`` =�\ \ \ \ ` \ \ \\ 1 \
TAP EX. 12 WA�� LINE WITH 6 MAY VARY ! �� \ \ \ \ ___1 \ A BYPASS OUTLET WITF
I ING SLEEQE:6" GATE V�LVE �!! Q r \ �� \ \ \ \\ EXTEND CLEAN, UT PIPE 1 RIP Rfi�ly APRON /
'� \ \ \ \ \ \ PROX.1.5'
SEE SHEET C4 FOR AREA �'�\r \ \ /
/�� .� rr.' y / � �, -dam � • ---------�------------ -- --_-------•----------_`_......__----•�-----�1=_�485�
0' OVERFLOWY I
_ J ` SIZE \ 314• w.L.
C; I ` SIZE \ I ,\ i 483 y__ -r— �_ r-\ ——._--_�-C-----_ --
481
0.
i 1 x a7a.2 r `� /
`. �I/OD / I 1 0 314• w 1 I I 1 1 t 1; 1 <' 1 x A M ` a � f
`.S //' /'!! /i / / j �Q SIZE ! r , ', I
F)RE FA"r( NT
B�GIN SWAM #t`4 IJ r`' 1 I r / r 7 L F < /
EDUCE TO 2 jINATER },1N
,' ,' 'O/ • �� , .O I PROVIDE 5` WIDE i 3r4•w.L. 1 j ` 1 ��A LE 44. FOR CREDIT SWALE TO �rI�------_� ' �'` --Q .ISIZE E 1:5 SIDE SLOP.ES,& 5' WIDTH 1 1 1 < < ! 1 I O
�C., _ GRAVEL SIDEWALK I
e7 �Q /'/� ~ ,' / 2" PVC SjRVICE
►� / / / ► SIZE " ! / /
` C' /,/, /, _-- / / j / slzE j 1 16 PERFORATED Pj(/C PIPES WITH ' 1J 11 ,
-� , // / _ _ 491 . i c•y,:::.: Il 1 I / CLEAN9UTS AT BENDS ANDhiDS.
FEED PIPES INTP BOTTOM OF'RI R
X/ ,� / / ,� ..r.:..` .. 1 I (TYP OF 10)
LOADING / I /<� /< x 47
, ZONE / /
/% /49 25 x �,,':,� / I AREA TO REMAIN WOODED
R� ,' r- L / �/ �/ / 491 / / ! - f ----- -�<_ ------ .' ' ----------------'--- 4as.J UNDiR THIS PR JECT. MAY' I / 1 ' i r / r,/, ��
/ / / / / � / / � / 472.75
, r B�REMOVED f� FUTURE.
- - > ,' 1 ' / '' �` / '' /r' / r+ SWALE & BM SIZED FOP/ / I / r
\ Y , , // / �p , / Q , j '�ROP05ED GRAVEt1 / '/ AND AISLES N CONCR TVE SPACES / r IIIJr / r < O T TI
PARKING LOT / / 488 r MPERVIOU I /1 J / /
1 / ' '/i /i <
DO NOT DISTURr! / / �/ / / 487 / i / / / / / / , rJ/�< �/ �/
4$6.25 I J / / �,' �',',/ I s% t X/ 2.0 <' j
Iry
ER OPTIC ABLE ' + / I J r /' /' /' / ! /<
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�+ / o o / e /o © �/a o/ o o o / 1 / _ r /i / / / '' r '� < / / '' / p� INSET THIS SHEET
' / GRADE DITCH 5 WIDE %Ji / / / , r /
_ b/ B IN SWALE #3 _ �qa e'Yr -' / 1 r
1 /, / / / _ rr -_ / ' .41�'/f/ 4�s.eo/�
/ �EOTTOM 4 WIDE
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�C' � I �f� r
r r 1 x 495.2 <--TOP�Or BERM- : / /' / i 1 ii .r 1/ / r 1 f 1 ► / ./ _ - / l
' / / /,' Z� J y ', ► ���T��� =-__ --_`_ — -__---=-=-�- �3�F-~BiFFR�-_--__------� - - l� --- =----- `~ `
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lee
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PROVIDE EARTHEN BERM
13\ yQ AND SEED WITH GRASS �/f/ / , ' -� if // J �� /L H
r C/L DITCH
\ IN,
................................................ ROBERTS- -C'HAPE-L---RD.......
O� EXTEND EDGE OF GRAVEL DRIVE f J r r _ / /
EXTEND 18" RCP
CONTRACTOR SHALL REMOVE.
JOIN NEW RCP PIPE TO EXISTING USING PIPE SWALE #4. FOR CREDIT SWALE TO DAMAGED TREE AT THIS LOCATION
COLLAR. SEE NCDOT STD DETAIL 840.72 HAVE 1:5 SIDE SLOPES & 4' W[DTH
PLAN: NORTHERN PARKING LOT & TRAILERS CONCRETE SIDEWALK SHALL HAVE 6X6 WWF
EMBEDDED AT HALF THE THICKNESS.
CENGINEERING
3220 GLEN ROYAL RD.
RALEIGH, NC 27617
TELE 919-788.0224
FAX [phone]
NC LICENSE 0-0189
NC NATIONAL GUARD
Camp Butner Training Center
539 Roberts Chapel Road
Butner, NC 27509
Bud et Cade 12102B1, Item# PN1 11-12
SCG#: 11-08915-01 A
CHE: AS1101
Q 0 35 30 5Q_
seal/signature
. ° SEAT.
�` 4tG I lV E ,�-Z:'
12 ''r/ 1i111 �v
issued for date
Construction Document 09/02/2011
item date
A ADDENDUM #3 09/13/2011
AQwner Reguest/ DUVQ - 11/10/2011
CANTONMENT
MODULAR UNIT
RELOCATIONS
key plan
sheet title
TRAILER SITE & MAIN
PARKING LOT
sheet number
C2
INIIIIIII
drawn by EMT checked by TRH
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24•x36•

TRAILER INSTALLATION NOTES:
PROVIDE MINOR GRADING AS NEEDED BENEATH TRAILERS TO
PROMOTE POSITIVE DRAINAGE.
PROVIDE NEW VINYL SKIRT IN MATCHING OR COMPLEMENTARY
COLOR TO THE EXISTING TRAILERS. SKIRT SHALL BE VENTED.
ALL EXPOSED WOOD SHALL BE PRESSURE TREATED AND
SUITABLE FOR OUTDOOR USE. DECKS, RAMPS, STAIRS AND
HANDRAILS SHALL BE CONSTRUCTED USING THE MOST UP TO
DATE BUILDING CODES. STAIR TREAD QUANTITIES MAY VARY
FROM AMOUNT SHOWN ON PLANS.
FINISHED FLOOR ELEVATION SHALL BE 30" ABOVE GRADE.
HANDICAP ACCESSIBLE RAMPS ARE SHOWN USING 30' SPANS
AT A 1"V 112" H. IF LONGER SPANS ARE REQUIRED, THEN LANDINGS
SHALL BE PROVIDED PER ADA CODE.
WATER/SEWER PLUMBING SHALL BE INSTALLED OUTSIDE BUILDING
TO WITHIN 5' OF BUILDING. PLUMBING SUBCONTRACTOR SHALL BE
RESPONSIBLE FOR REMAINDER OF PLUMBING AND CONNECTIONS
WITHIN THE BUILDING FOOTPRINT. DISASSEMBLY AND REASSEMBLY
OF PLUMBING LINES FOR THE RELOCATION MAY BE REQUIRED BASED
ON THE INDIVIDUAL TRAILER LAYOUTS AND WILL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO COORDINATE THESE CONNECTIONS. PLUMBING
LINES THAT ARE EXPOSED SHALL BE HEAT TAPED.
ELECTRIC AND COMMUNICATION CONDUITS & WIRES MAY BE REQUIRED
TO BE DISASSEMBLED AND REASSEMBLED FOR THE RELOCATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR RECONNECTING ALL
ELECTRICAL AND COMMUNICATIONS PER CURRENT BUILDING CODE.
PROVIDE METER BOX FOR TRAILER THAT DOES NOT HAVE A METER BOX.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH DUKE
ENERGY TO SUPPLY METERS FOR THE TRAILERS. EACH TRAILER UNIT
SHALL HAVE A SEPARATE METER.
SMOKE/FIRE ALARMS SHALL MEET CURRENT BUILDING CODE AND SHALL
BE UPGRADED TO COMMUNICATE WITH OTHER FIRE ALARMS WITHIN
THE BUILDING. WIRELESS SHALL BE ACCEPTABLE.
PROPOSED FIRE HYDRANT 1S LOCATED WITHIN 300' OF AAFES BUILDING.
EMERGENCY EGRESS LIGHTING SHALL BE SUPPLIED AT ALL EXITS AND
SHALL SUFFICIENTLY LIGHT THE LANDINGS DECKS AND RAMPS.
ANY LEVELING SHIMS SHALL BE TREATED OR COMPOSITE MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING
STRUCTURAL AND FINISH MATERIALS REQUIRED TO SEPARATE THE
TRAILERS INCLUDING BUT NOT LIMITED TO DRYWALL, FLOORING AND
CEILING MATERIALS.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BRACING THE
UNITS FOR THE RELOCATION & PROVIDING PROPER PROTECTION FOR
THE INTERIOR.
CONTRACTOR SHALL HIRE A GEOTECHNICAL TESTING FIRM TO PERFORM
TESTS FOR FOUNDATION PITS. THE MANUFACTURER'S REQUIRED SOIL
BEARING CAPACITY IS 2000 PSI. NO LESS THAN 25% OF THE PITS SHALL
BE TESTED UNLESS 2 OR MORE FAILURES ARE FOUND AT ONE UNIT, IN
WHICH CASE ALL FOUNDATION PITS SHALL BE TESTED FOR THAT UNIT.
CONTRACTOR MAY DEEPEN OR WIDEN PIT AND SUPPLEMENT STONE FOR
THE NONCOMPLIANT SOIL.
COAT THE MASONRY PIERS WITH SUREWALL SURFACE BONDING CEMENT
ONCE THE MODULAR UNITS HAVE BEEN PLACED AND SECURED TOGETHER.
EXISTING TIES AND ANCHORS, IF UNDAMAGED, CAN BE REUSED AT THE
BUTNER SITE.
MANUFACTURER'S PLANS FOR THE BUILDING AND FOUNDATION ARE
PROVIDED IN THE BID SET. FOUNDATION PLANS AND INSTRUCTIONS
BY THE MANUFACTURER SHALL BE FOLLOWED ALONG WITH OTHER
MANUFACTURER'S INSTALLATION RECOMMENDATIONS.
REEDY CREEK SITE DEMO:
CONTRACTOR SHALL REMOVE ALL DEBRIS FROM TRAILER SITE AFTER
TRAILERS HAVE BEEN MOVED. UNDERPINNINGS & BLOCK PIERS SHALL
BE REMOVED TO GROUND LEVEL. SWEEP AREA CLEAN.
DECKING MATERIAL MAY BE RE -USED AT BUTNER SITE, BUT MUST BE
REMOVED FROM REEDY CREEK SITE.
PARKING BUMPERS IN THE EXISTING SITE AREA SHALL BE REMOVED
FROM REEDY CREEK SITE AND CAN BE REUSED AT BUTNER SITE.
GRAVEL WALKS SHALL BE 4" THICK CABC OVER COMPACTED EARTH.
CONCRETE SIDEWALKS SHALL BE 4" THICK 3000 PSI CONCRETE.
PROVIDE SAW CUT CONTROL JOINTS EVERY V AND %2' WIDE JOINT
FILL INSIDE AN EXPANSION JOINT EVERY 20'.
HANDICAP PARKING SLABS SHALL BE QUARTERED WITH SAW CUT
CONTROL JOINTS.
GRAVEL PARKING SHALL BE 9" THICK CABC OVER SOIL COMPACTED
TO 95% DENSITY. TOPSOIL SHALL BE REMOVED PRIOR TO SOIL
COMPACTION.
TOPSOIL REMOVED FROM AREAS SHALL BE STORED AND USED AS
A TOP LAYER TO BERMS.
SOIL FOR BERMS MAY REQUIRE PURCHASE OF OFFSITE MATERIAL.
MATERIAL WILL. ALSO BE AVAILABLE FROM OWNER AT LOCATION
ACROSS ROBERTS CHAPEL ROAD. ADDITIONAL EROSION CONTROL
FENCING AND TEMPORARY CONSTRUCTION ENTRANCE MAY BE
REQUIRED IF LOCATION IS USED.
DING, STAIRS &
1AIL (TYP)
5' GRAVEL WALK
POWER COMPANY SHALL BE RESPONSIBLE
FOR PROVIDING POWER TO THE METERS.
CONTRACTOR SHALL RELOCATE METERS
TO THE REAR SIDE OF THE UNITS.
/ HA
6"1
j NC
489
1
MECHANICAL UNITS (TYP)
f
r
SERIAL NUMBERS FOR MODULAR UNITS
NAME SERIAL # MODEL
AAFES OW24646661A&B 2464
YELLOW RIBBON DW24646691A&B 2464
J4 ANNEX DW24646660A&B 2464
ID CARD F09279A&B R01264
STATE INSPECTION # MANUF. INSPECTION #
HISTORYIPA 81003 20827
81004 20828
\
�SEED WITH 485,-��
GRASS--T
�� \
\ �
\ W6k0D LANDING, STAIRS &
\ � AND\HANDRAIL (TYP)
\ 1
Q \
1 KI
`° o
FFE 491.26 \` FFE w 491.25 II \
5' GRAVEL
WALK 22.0' oo I
1 CONC. FILLED SO o 3) I l
AT 6" OFF OF BU1L I
x 491.25 1 00 II '
, a
4.
TRAILER RELOCATION SITE PLAN
I
1
5- GRAVEL WALK I
1
f SEED WITH
GRASS
�r
r
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r
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m / RELOCATE CROSSTIES
TOT HIS AREA
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r /
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CENGINEERING
3220 GLEN ROYAL RD.
RALEIGH, NC 27617
TELE 919.788.0224
FAX [phone]
NC LICENSE #P-0189
NC NATIONAL GUARD
Camp Butner Training Center
539 Roberts Chapel Road
Butner, NC 27509
Budget Code 12102131, Item# PN1 11-12
SCG#: 11-08915-01 A
CHE: AS1101
tQ 0 5 IQ 2Q
seal/signature
%0 C 1111/1,
`�.. Q�C88�0y
h = SEAL
ft
I- L7- IZ.
issued for date
Construction Document 09/02/2011
item date
A ADDENDUM 3 09/13/2011
CANTONMENT
MODULAR UNIT
RELOCATIONS
key plan
sheet title
TRAILER SITE PLAN &
NOTES
sheet number
C4
A',
drawn by EMT checked by TRH
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'k36"

� .. � •' _. , 11.•1. - ,�•.�-' - ___ -. -_-•.- _... -- 1� _ .. �,_• J,{ --�� 41�'•�.l i:'.d!Rl_. 1'I.�[,••. r, .:_ .��,..i f'=L ry_
,maps Sal �720�vr
EIS - CONTROL POINT
N: 887,435.28
E: 2,055,329.16
Elev: 438.66
i*EIS - CONTROL POINT
N : 887, 519.85
E: 2,055,199.65
Elev: 446.23
PK Nail in the intersection
of Keeton Road and
Range Road
2625 SQFT OF IMPERVIOUS AREA ADDED TO SITE (0.06 ACRE)
DISTURBED AREA APPROX 0.1 ACRE
1 HANDICAP PARKING SPACE ADDED
3 GRAVEL PARKING SPACES ADDED
NOTE:
THE J4 ANNEX TRAILER IS TO BE DELIVERED TO SITE AND INSTALLED
ON FOUNDATIONS ACCORDING TO THE ENCLOSED MANUFACTURER'S
INSTRUCTIONS. POWER WILL BE CONNECTED TO THIS TRAILER BY
CONTRACTOR. PLUMBING IS TO BE CONNECTED TO THIS TRAILER AND
ANY CONNECTIONS SEVERED FOR THE RELOCATION IS TO BE REPAIRED
ACCORDING TO CURRENT PLUMBING CODE.
CONTRACTOR SHALL COORDINATE WITH POWER COMPANY TO SUPPLY
APPROPRIATE SERVICE.
RELOCATE EX. SEWER FORCEMAIN AS NECESSARY IF ENCOUNTERED.
LEGEND:
ISIS ... Iron Stake Set
Overhead Electric
PP ... Power Pole
-moo ... Water Meter
APPROXIMATE LOCATION OF EXISTING
SANITARY SEWER FORCEMAIN
Top Elev:
P47.18'
h Sanitary Sewer
Pump Station
30 3,
Latrine
<o.
30.3.
2625 SF of GRASS CONVERTED TO
PROVIDE CONCRETE HANDICAP PARKING PAD +. .==�r IMPERVIOUS. AREA IS TREATED IN
++++++*+++
WITH VAN ACCESSIBLE SIGN'++'
++ THE BASINS AT OTHER SITE.
f� Well
A
LIMITS OF DISTURBANCE
/WATER SERVICE ROUTE MAY VARY AND
/ IS SHOWN TO AVOID BURIED UTILITIES.
/ CONTRACTOR TO MARK LOCATION ON
/ SET OF AS-BUILTS TO BE PROVIDED
/ TO ENGINEER AT COMPLETION OF JOB.
PROVIDE 1" WATER SERVICE FROM
WELL TO PROPOSED TRAILER.
SUPPLY TRACER IF PLASTIC PIPE
IS USED,
/ LP Gas Tank
/ G.
MJ I
0X x�.
h One Story
Framed Building
(EST)
0'
Metal Building / RELOCATED ALIGNMENT TO AVOID - 1.01
!
HEAVY TRAFFIC AREA.
Q�
Electric
�.8 Panel Box
-%
/
PP
1 '
+++++.+.++++
' ++++++++++++ ,� 7 ,
+++4++.+++4
++++.{+{4+++
++.++.+++++++4{+++++++{++++ ++ +++++{ +++++}+++.{. Latrine
++++++...+++++++++++}++++.+}++ ++{ {+++{ ++ f ++{{{{{{++++
+++++++++++{{{++++++++++++++{+{+ +.++ + ++++++++++ 1 +++++++++++
++++++++++++++, ++ +++ }.+++{++++++++..++ ' +{+++++++}.
+t+++++++++.+++++++ ++ +++++++++++++++}++++++ ++++++++++++
r+++++++++++++++++.++ +++++......++44 4+ ++++ +.+++++.++.......+++.+++ ++.+++.+++++
�+++ +++++++t++++ �•!l� O +,
.4++++++++++++}i+++4+4+++ ++++{++++++ +++{{ }+++ +++++++++++��+
+{++++4++++++}}+++}}}++......+{+{+++++.+4+4++++++}}+++... i++......{...�i}+ +4 ++ {{+++++++..4 7` tt++++
+++A++++t+++++++++++ + +}sy.. .....++++ ++++ ++..... + fit+ ++ .+++}}+ .+++
.+++++++++ + + ++.++.++++.++++++}+}++{ {+++ ++...... + ++ GRAVEL WALK & PARKING ..+++++. +++++. PLACE CONSTRUCTION ENTRANCE
+++.+++.++++++.+++ +4.. +++++}..++++ + +++++t++++++ +�
PVC SEWER SE VICE :° ++}.+.+....++++++.. .....++++++ ++++}++++ ++....J NE IN THIS AREA
Sanitary , . ++++++++ ++++++ +. +...... + +++++++ +++++..+ �
++++++++++++....++++ + ++++++ +++++ ++++++++++4++++++•,
TIE NEW SEWER LINE o +: , •- ,:- ++++++++ ++++++� +++++++}+{ ++ +++++.......4
qj +++++ +++++ +++++.+++...+4+ {++++++++. ++.+++++++.+++++,
TO EX. SEPTIC TANK. V CLEANOUT (TYP) t- :. a, = ++ ++ ++++++++++++++++ ++ ++.+.++++++.+ 4+++++++++4++++++.
PROVIDE BENDS AS Crete Bax) . ++++++}+t.+++4+ +441.4++ ++++}}}+++++++ +++++++++++++++++.++++.
NECESSARY. Top Elev: 44 :: - ' _ +++++4 ++++}++..... +{+++.+++}+++++++ +++++++++.444+..++}.4+4++4+,
,..1 •' �� ++ +++++++4++ +++++ ++++++++++++++.++++ +++++}+++++.}.++++
IL�aI 4+++++++++ +++..++++++ ++++++4++++.++++++.+++++++}+}+.4++++}}}+++++++++++.+.
\ U 1N !LVE & E3OX++++++++++++++++++++++++++++++++++4+++4+++++4+++++++4++++++++++++++++++++++++.
PROVIDE 4' WIDE HANDICAP ++{+ y....+++++++++ ++++++++++++++4+++++++++++}+}++4++++++++++++++++4{++++++,
• ++},,+Y+++++++++++++ +++++4+++++++++++++++++++++++++++++++++++++++++++++++++++}.
\ - V IDEE7REATE WOOD + ff+++++++++++++ ++4+++++}44++++++++}++++++++++++++4++++++++++++++++++++++}t++a
ACCESSIBLE SIDEWALK +++++++++++++++444+4.++...+..+++++++++++++4++++..+.+++++4.....4++.+.++++}++{++,
+.+++4+++ ++}+++++444...............++++++4+++.+++..4++++++++++.+.++++++.4++++v
J4ANNEX AIRS ++++++++ +.}+4+4++++++.++.+.+....... ++++4....+++++++++++++++++++++++++++++++++++.
,r TRAILER ++++++. ++++4++++4+4+++}+}++++++++4.4.+.++4++{+.++++.+++}++.....}++.+.+..++++++}+r
�j� \
.+++++ ++4....+++++4...*+++4-1- ...+++++44{{+}4+++.+++}+}+++++++++.+++.++++4+........
\ 6 . ++ ++++++++++.......+++++++++++ +++4+444++++++++++}+..+++..+++++.+++.4++4+4++++++T
+++ ++++++4+..++♦++++++++4++++}+}+++4}+++.++.+44+++}4+.+++•+++4}+4+++++4+++{+++++++
�\ 1 { {}++++..+++...++}+++..4+++++}++ +4+ }�t}{ {� tkjt ++++++4+{}+++++4++44++++++++++
+++++++...+++++++++.++....{+t+++ {+ E�AN:3 i-+ { +4+4+4+++
C �STRUCT 4' WIDE ADA HANDICAP+++.+++.++....+++++++4+++++++}}+ ++4+++++++++++++ ++.++4+++++ ...... 4++++++{++++
%++.+++4++..+++}+++++++++++++++
RAMP FROM TREATED WOOD /
..... +++++}.++}..+i4+++++..{++++++.+.++++++++
+++++++++++++++++4++++++..++++++++.4++.+.++{+}+...4..... ++++.++++++4+44+++
.+t+++44..+}4++++++.+++++4+++... +++.++++++++{}++.4++++4+++++++4+++44+++++
+++++++++{+++.++++++4++4+++4}.++}+.+4++.+.}+.♦..4.+.+++}++.+++.++4+4...
++++++++++.+++4++++}+++4+++++.++++++.+++++.+++++++++4+4........... I +++
`\ 4 /
... +.+++++++++++++++4+4+++++++1............ ++4+.++.++++++++4+++++++++++
++++++}+++++++....+4+4+4++++4+++++++4i+++++++++.+.++..+++++++{++++
++}}+++...++44+.++4+++++++}+++++++++.}+4++++ ........ +++4..+++}++++
`\
/
+++++}+}++++++}+++.+++++++++}+++4}++4++.+++....4.........++++}+++
+++++}++}+++++++4++}..4++}}+++++;+++++.++.++44... 4+++++++++++.++
+++}++++++++++++++}++}++t+++ t4+++4++++.4{++++++++++++++++++++++
++.+++.+4+..+++++++++.++}}{}{}{{+++++....... ++.++..+++++++.+..
++++++++} ................. + ++{}++++4++4++++4...............
++++++{+++..+++++++++t t++++}+}}++++++++++++.+.+}++}+++++++++
++4.4}+++++....;}.+..++++++. {}+44.+++++........+}}+++++++++
`\
}+}f.+t4++++........++4+..}. ++.+++}..............+4+++++
l 8.a'
..++++++++++++++++i+{++++4++ .....++.+++..+++++.+++}++}
................. +++4+4+++++ .++++++++++++.+.......{+++.
++++++++++++++++.... 4... 44++ +} ...... +++++++++++++t+++
\
}{}+4}}+.+++++++. ....... .44.+ +.+.++++++++4+++..+}}++
r
............. ++*...... ++++++ +.++++.++++.}{}}}. }t 4..
\
+++4}++}}+++}}}++++++4+t+++++ 4+++++++++}+++tt+++++
++++.;+.+.{{+++++++}}+.+ttt+ ++++4+++++++++++.+++
\ 45 /
APPROXIMATE LOCATION OF EXISTING `�
...+.+.++444++++++++.+++++.}+ .+.+++++++.+++.+++}
++++..+}+}+++++++.+++++++t+.+ +++++++..++++++++t
441a +++++}}}.+.+}4+}..+++t+++++++ +++++++++t+++t+++
.++++.+++++++++++ ........ I +++ .{+{+++.++++++++
�+
++4++++.++.++t}+++++..++...4+ +++++++++++++++
SEPTIC DRAIN FIELDS \
+++++++++++++t++t++++++++++++ ++++++++++++++
++4+++{+++++{++++++++..+++.++ +++.++++++++}
........... 444+4++..+++.+.+.++ .+++++......
i A3
.++{+.+.+}44+4....+++++...... ....++++...
1
/
ROVIDE 1 T FENCE WET OUTLET
ft.+++++...+.+..}.+++t....+++++.
++t+.++++.+++++++++.+++.+++.:+ ++++++....
t++++.++++4.......... ++...... + +++..+.++
}}+4+++++++++................. +.+4}.++
+.+++....++++..+++.++++++.+.+. +++++..
......
IN THE L EST SPOT
+++++++++++++++�+++*+++f++++++}++++
.+++++++++++++++++...+t+++4+++ .++
++++4 t............++t++.+++++++ +
++++4++++}+.+++++.+++++++++4..+
/ -
+++4.++++4+.+.++4+4++++++++++++
++4+.+.+.++++++++++4..........
++t}+}++..+.+.+.++.++++++++..+
......... +.................. +
444
............. 4.++++.+++.++++
++++++++++++++t+++.....++++
........+............. 4..++
/
CLEAR AND GRUB THE 5 AS NEEDED+++..........++.++4+.++
++++........ +++++4+++.++++
..............
/.+4....++4+
TO PLACE TRAILER 1 ND FOUNDATION
+.+.+++++.++....+++4
............ + ........
4
......++..+.++.+++++
- 443
}..........+.+++++++
.+++++4...
++++++4++++++
+4+.....+..+.r++++
++++44..++444++++
t+++4+}+44+++++++
++++...... ++++++
+++++++++++++++
....+;.....++++
-
+++++.....++.+
-
+++++.....++;
+.............
++++....... ++
\
+++++........
4++.++... ++.
f<1^
442
......++++++
\
00 .++... ......
+....++++++.
M d• +.++.++++...
+++++...4.+
'
+++++++++++
+++++++++..
+++++.+++++
+++++++++++
..444.+....
.
+++++4.....
+4++
++.+ +++
100,
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
z $� 2" - 3" STONE TO 13E USED
a
,� $o ( SURGE STONE OR
x p 6o RAILROAD BALAST )
OOOOoO ODGo0
CPn00�17 DG O..00OGQO� G�Sb�
PLAN
FILTER OF i INCH DIAUEIER {!lo
157 WASHED STONE J
5 � •� ° Tf
11O�
a
V FENCE FABRIC TO OVERLAPrq '°
HARDWARE CLOTH BY 12 INCHES - �O • O.•
STEEL FENCE POST
-- --� TI
WIRE FENCE
SILT FENCE FABRIC
HARDWARE CLOTH
STEEL FENCE POST
ON WRE FENCE
ON WRE FENCE
HARDWARE CLOTH
1u
pLAN VIEW
FILTER OF 1 ITCH DIAMETER
USESILTFENCE OUTLETS ONLY WHEN
y 57 1 1tED STONE
DRAWAGE AREA DOES NOT EXCEED 1/+
ACRE AND THERE IS A LOW AREA. USE
G',
FLOW DIRECRON
18-
AS A REPAIR OF SILT FENCE FAILURES.
GRADE
STEEL FENCE POST SET
HARDWARE CLOTH
UAXIUTAI 2 FEET APART
WARE FENCE
IE
1,
SIDE VIEW
U
SILT FENCE
FABRICS
nuaaE.o
' u ~Bun WIPE FENCE, HARDWARE CLO1H, I 'f''
FRONT �Elill AND SILT FENCE FABRIC 5 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
-��11-raw.
n-n-1,=11=h'I
H�lI-II-II=II=iI=
FILTER -
::::• H APED WAIERWAY NTH ONL 1 t:
(SHAPED BY - ..
(SHAPED BY MOTOR GRADER)
NOTE :
1. TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES
PROHIBIT VEGETATIVE LININGS.
2. SIZE OF STONE MUST BE OETEF INED BY APPROPRIATE
DESIGN PROCEDURE.
3. DI.4ENSIONS FOR d do W VARIES ACCORDING TO DESIGN.
STANDARD RIP -RAP LINED CHANNELS
STANDARD IAETAL POSTS
21.01, IN GROUND
DRAINAGE AREA MAY NOT GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
EXCEED I ACRE. ��119 GUAGE, I/�' MESH OPENINGS.)
�sP •
2' 1
F • CPO e ••
41,57 WASHED STONE PLACED 70 A
HEIGHT OF 18" pu ABOVE
TOP OF BOX
STANDARD CATCH BASIN / YARD INLET PROTECTION
25' OR FULL WIDTH
OF PROPOSED STREET
OR ENTRANCE,
WHICHEVER IS
GREATER.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
NEW CONSTRUCTION
EXISTING ROADWAY 70' 30'
� o
B"MS. t;,oo oaaooQa o oao o 'BrJocpa 00 �op`b 0o oS!Ilii -`IIII
12" MIN.
0o
'Ill =! 11NI= 'IIII=Illll= 'Ills-11111=II111=
I1111= FABRIC UNDER STONE 11111
CROSS SECTION
CONSTRUCTION ENTRANCE
[]IENGINEERING
3220 GLEN ROYAL RD.
RALEIGH, NC 27617
TELE 919.788.0224
FAX [phone]
NC LICENSE 0-0189
NC NATIONAL GUARD
Camp Butner Training Center
539 Roberts Chapel Road
Butner, NC 27509
Budget Code 12102131, Item# PN1 11-12
SCG#: 11-08915-01A
CHE: AS1101
2Q 0 1Q 24 4Q-
seal/signature
\A' CA1?-
0 Q ..AL
r r•
U28912
a Ili's
issued for date
Construction Document 09/02/2011
item
A ADDENDUM #3
date
09/13/2011
CANTONMENT
MODULAR UNIT
RELOCATIONS
key plan
sheet title
J4 ANNEX SITE PLAN
sheet dumber
C7
t I r f I 1;t ii 11�I i 1FI; t-! I 1411 i It I• -
1.11 II `t S",jr.,I�1 f.
drawn by EMT checked by TRH
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 29x36"