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APPROVED FIETHOD FOR EXTENSION [IF VALVE BOX NOTE: 2'x 2'x 6' CONCRETE
PAD REOUIRED ON ALL VALVES.
ND PRECAST CONCRETE DOUGHNUT ALLOWED.
FINISHED GRADE
ATE/TAPPING VALVE
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CAST DATE
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DOMESTIC
80 LBS. HEAVY WEIGHT CASTING
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TOP VIEW
COVER
VALVE
BOX
PLAN VIEW BOTTOM VIEW
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3D00 PSI SOLID CONCRETE
SHALL BE USED AS FOOTING FOR
DUCTILE 1R❑N PIPE.
USE 5' SOIL PIPE
FOR EXTENSIONS
TAMPED
VALVE
BACKFILL' '
FLANGE
M.J. FITTING
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6.
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MINIMUM SIDE
STONE 6- D. ❑F PIP 6' -----MINIMUM
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D.E. PIPE GASKET TAMPEII'
BACKF(LL�' i ••
NOTES,
TAPPING SLEEV
5' NOTES:
I. Trenches requiring sharing and bracing, dimensians shall be
5 I/2'-5 5/0, 1) VALVE BOX NOT TO CONTACT WATER
MAIN
,
1'-4
1
taken from the Inside face of the shoring and bracing.
SIDE VIEW
2) ALL TRAFFIC CASTINGS MUST BE CLASS
2. No rocks or boulders 4' or
35 C GREATER.
3) FOR ANY VALVES OVER LO' DEEP, A
VALVE STEM EXTENSION MUST BE USED TO
Note 1 - 'Voter' Lettering must be !'
SECTION VIEW Ralsed (Recessed Flush)
Larger to be used In back Fill.
BRING TO A DEPTH OF NO HOPE THAN 5'.
Note 2 - Valve Cover shall be
3. All backFILI material shall be
suitable native material,
NOTES,
STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT- MINIMUM OF
/ 85 LBS.
BOTTOM SECTION
donesticaily cast.
Note 3 - Cover must have a minimun
weight of 25 pounds.
Note 4 - Cover dust be class 35 or
4. Backflll shall be tamped In 6'
1. CONCRETE SHALL NOT CONTACT
greater.
Note 5 - Cover dust user or exceed
lifts.
BOLTS OR ENDS OF MECHANICAL
AASHTO H-20 land requirements.
5. Achieve 95% compaction In
JOINT FITTINGS.
backfil.L.
TRENCH BOTTOM DIMENSIONS & BACKF[LLING
4' - 24" STANDARD TAPPING
7l5/BSc„2' VALVE BOX INSTALLATION
5 1/4' Valve Box Drop Lid
REQUIREMENTS FOR DUCTILE IRON
SLEEVE AND VALVE ASSEMBLY
AND EXTENSION DETAIL
4' Skirt
JUTE OR COIR
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BOTTOM OF BAFFLE IN �' STEEL POST
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TRENCH AND TRENCH / OUTLE7 PIPE
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COMPACTED PERSPECTIVE VIEW
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BAFFLE INSTALLATION ANp COMPACT FENCE &FABRIC
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TIMER BASIN
Ad2FESCUE GRASS SOD
2.0' OF BIORETENTION SOIL MIX -_
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EARTH
INFIL4TRATION RATE SHALL BE APPROX. 2 IN/HR
BIORETENTION SDIL MIX SHALL BE:
8 % SAND
10% CLAY
5% ORGANIC
ALL SURFACES TO BE GRASSED. SURFACE TO
BE SODDED. SLOPES MAY BE SEEDED.
TOP OF RISER TD BE FITTED WITH MAT OF u6
REBAR WELDED INTO A 12" OCEW GRID FOR
OPEN FLOW FALL PROTECTION.
GROUT HOLE IN RISER FROM SKDAAER PIPE.
OVERFLOW
ESTABLISHED
OUTLET PIPE
CAPPED
PERSPECTIVE VIEW
�6" OF 57 STONE COVERED
WITH FILTER FABRIC
6" PERFORATED PVC PIPE
DRAIN TO RISER. SEE PLAN
FOR LOCATION AND QUANTITY
CONC. RISER. LOCATION
MAY VARY
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STANDARD TEMPORARY 0..
SILT / TREE
PROTECTION FENCE
PERMANENT SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
DATE
TYPE
PLANTING RATE
AUG 15 - NOV 1-TALL
FESCUE
300
LBS./ACRE
NOV 1 - MAR 1
TALL FESCUE
300
LBS./ACRE
& ABRUZZI RYE
25
LBS./ACRE
MAR 1 - APR 15
TALL FESCUE
300
LBS./ACRE
APR 15 - JUN 30
HULLED COMMON BERMUDA
25
LBS./ ACRE
JUL 1 - AUG 15
TALL FESCUE AND
120
LESS. / ACRE
__= BROWNTOP MILLET
35
LBS. / ACRE
_= OR SORGHUM-SUDAN HYBRIDS
30
LBS. / ACRE
USE BERMUDA WITHIN SWALE AREAS
SLOPES (3.1 TO 2:1)
MAR I - JUNE 1
SERICEA LESPEDEZA (SCARIFIED)
50
LBS./ACRE
&
(MAR 1 - APR 15)
---ADD TALL FESCUE - -
120
LESS. /ACRE
(MAR 1 - JUN 30)
-OR ADD WEEPING LOVEGRASS
10 LBS. / ACRE
(MAR 1- JUN 30)
OR ADD HULLED COMMON BERMUDAGRAS�25
LBS/ ACRE
JUN 1 - SEP 1
=_= TALL FESCUE AND
120
LBS./ACRE
===BROWNTOP MILLET
35
LEIS./ ACRE
-...OR SORGHUM-SUDAN HYBRIDS -30
LBS. /ACRE
SEPT 1- MAR 1
SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
70
LBS. / ACRE
AND TALL FESCUE
120
LBS. / ACRE
(NOV 1 - MAR 1)
ADD ABRUZZI RYE
25
LBS. /ACRE
-TEMPORARY -
RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN
HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
,
( PROVIDE LIME AT
500 LBS/ ACRE AND 10-10-10 FERTILIZER AT 1000
LBS/ACRE,
AND MULCH
r CONSISTING OF SMALL
GRAIN STRAW APPLIED AT 2 TONS/ACRE
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TYPICAL SANITARY SEWER
R
LATERAL CONNECTION
CONSTRUCTION SEQUENCE
1.Obtain a Iqnd-disturbing permit.
2. Install gravel construction pod, lernporary diversions, slit
fencing sediment basins or other measures as shown an the
approved plan. Clear only as gecessory to install these devices.
Seed temporary diversions, berms and basins immediotely after
construction.
3. Call NCDENR for on site inspection by Environmental
Inspector and obtain Certificate of Complfonce.
4. Begin Clearing and grubbing. Maintain devices as needed.
Rough grade site.
5. Instollstorm sewer fit shown) and protect inlets with silt
fencing, sediment traps or other approved measures as
shown on the plan. Bagin Constructing building etc.
6• Stabilize Site as areas are brought up to finish grode with
vegetation, paving, ditch linings, etc.
7. When construction is complete and all areas are stabilized
completely. Call for inspection by Environmental Inspector.
B. If site Is Gpproved, remove temporary diversions, silt fencing,
sediment basins, etc., and seed out or pave any resulting
bare areas. All remaining permanent erosion control davicee
{such as velocity dissipators) should be installed now.
9, When vegetation has become aslablIshed, call for final
site inspection by environmental Inspector.
10. Obtain a Certificate of Completion.
11. For allnon-slope areas, temporary stobilization must occur
within 14 working daysand permanent stabilization must occur
within 15 working/90 calendar days, whichever is shorter.
Vegetation to be eslablishad an 3.1 or greater slopes within 7
calendar days or sooner of completion of any phase of
groding activities.
'AM^\/��
Water Note:
Pipeline shall be pressure tested between each main line
valve in accordance with AWWA C-600-87. The test shall be
performed using a suitable pump and an accurate pressure
gauge. Immediately upon completion of a section of main,
200 psi (t 5 psi) of pressure shall be applied and held for
two hours. The acceptable leakage rate shall not exceed
.092 gallons per inch of pipe diameter per 1,000 feet of pipe
per hour.
Failure of the water main to comply with the above
acceptable leakage rate, shall require the contractor to
replace any defective materials to insure a watertight
installation. After any inadequacies have been corrected, the
leakage rate will again be tested. This test shall be repeated
until that portion of main is brought to compliance with the
permissible leakage rate.
All lines shall be chlorinated, tested and flushed prior to
being placed in service.
Contractor shall be responsible for providing a
back flow preventer Inside each unit.
VAN ACCESSIBLE
SIGN (WHERE
APPLICABLE)
(4 REO'D)
R X 8
12"Brr
R7-8d--r
GALVANIZED
"U" CHANNEL
POST-- -
N1
FIN. GRADE
T1 E 1ilf l
LD
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!1
II
HANDICAP SIGN
SCALE: N.T.S.
(=�S
3"/4 HOLE - DOWELS
F+- NOT FURNISHED
e
6.00,
PARKING BUMPER DETAIL
V
2 COATS WHI /
TRAFFIC PAIN
4'[TYP.} TFFT W
TRAFFIC YELLOW
AIN
4'WIDE iTYP)
PARKING ISPAC
8'-0- (VAN)
5'-0•S,
FDREPpRIECINGT0Il4ENSTONS &LAYOUT
DIMENSIONS SHOWN ARE MINIMUMS
HANDICAPPED PAVEMENT STRIPING DETAIL.
DESIGN CRITERIA NOTES
THE DRAINAGE AREA i5 LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIU:HSIGN SHOWN IN THE PLAN ON A FILTER FABRIC
KEEP A 11AXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DATA. FOUNDATION.
KEEP THE CENTER OF THE CHECK DAM AT tEAST S INCHES LOWER THAN THE DOTER 2• KEEP THE CENTER STONE 5ECTIOH AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
EDGES AT NATURAL GROUND ELEVATION. WHERE THE PALS ABUTS THE CIIANNEL 8ANX5.
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER 5. EXTENO STONE AT LEAST I.S FEET BEY0NO THE DITCH BANK TO KEEP WATER FRO14 CUTTING
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAM5 PLACES THE TOE OF THE AROUND THE ENDS OF THE CHECK DAL.
UPSTREAM OAM AT THE SAME ELEVATION AS THE TOP OF THE 009USTREAU Dip• 4• SET SPACING BETWEEN DAMS TO A5SURE THAT THE ELEVATION AT THE TOP OF THE LOWER
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL ra RE515T 00510N. DAM IS THE SAIAE AS THE TOE ELEVATIC04 OF THE UPPER DAM.
USE HCOOT CLASS D STONE AND LINE THE UPSTREAM SIDE OF THE DAL WITH S• PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD
HCOUT nS OR -57 STONE. CAUSE EROSION.
KEY INC STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.
MINIMPA OF 1.5 FEET TO AVOID WASHOUT FRDM OVERFLOW AROUND THE DAl.t. 7. ENSURE THAT OTHER AREAS CF THE CHANNEL. SUCH AS CULVERT ENTRANCES BELOW THE
CHECK DAMS. ARE NOT SUBJECT TO DAMAGE OR OLOCKA6E FROM DISPLACED STONES.
12' OF NCOOT aS
1.5'IMN OR RS7 SMASHED STGN
9•' JAW
CLASS B RIP-8 P
2' MAX AT
• FILTER CLOT{E CE TER
FILTER N TH \i
PLAN VIEW CROSS-SECTION VIEW
L n THE D15TAIICE SUCH THAT POINTS
CHECK DAM A AND D ARE OF EQUAL ELEVATION
ir-Ifgflr~rrr�f.�rf�rr�trr- � °�''.
Iut` rrr�ruLru . PURPOSE: TO REtlUCE EROSION IN A CHANNEL BY REDUCING SIDE VIEW rf�I%ff
THE VELOCITY OF FLOW.
CHECK �A� DO HOT USE CHECK DAIS 1N INTERMITTENT DR PERENNIAL STREAMS. SEE DEHR STANDARDS d SPECS.
FOR C01APLETE DESIGN CRITERIA S MANITENANCE
C� ENGINEERING
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 12102B1, Item# PN1 11-12
SCUM 11 08915-01A
CHE: AS1101
seal/signature
$ ; 4 S�AI` qr.'s r
028912
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issued for date
Construction Document 09/02/2011
item date
A3 ADDENDUM # 3 09/13/11
d2 DWQ REVISION 02/02/12
CANTONMENT
MODULAR UNIT
RELOCATIONS
DETAILS
key plan
sheet title
sheet number
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WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24'x36'