SW8070831_APPROVED PLANS_20080711

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (noV61
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoog olll
YYYYMMDD

A
a
C
D
E
F
G
H
J
K
L
M
N
P
O
R
LOCATION MAP - U. S. MAWE CORPS BASE - CAMP LEMM KC.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIIVII�SSIIO/\NN OF WATER QUALITY
c,�q o�10�31
K=
tea' 6 -hpJy wamoro p N
a v«o p F
PamhAl p
wawa
O1R9" CAMP LEJUENE
Pa�ow"
m
xMge
Words u
.P t d S
it Hit 4
15 20
s"" eoRai°"d c SCALE IN MILES
VONW MAP - CAMP LEAVE, KC
tit■ _.- � I•FRY*
LOCATION MAP AM MEXS-EET
QRADmmm
f
•
HOTEL
• AND INDIA CO.
lqj HOM
U-Ch ICH & AS-90M= PA G-1
DerrcfxArr � euva. PACLIIfE9 EtK:�#TOCO�AT�
MARINE CORPS BASE
T pgp MARSOC CLAM SHELL SITE PREPARATIONS FOR
IK DN FOXTROT CO., GOLF CO., HOTEL CO., AND INDIA CA.
svT®sr' COVER SHEET, VICINITY MAP,
�DR LOCATION MAP AND INDEX SHEET
TROVE0,WAOP= DATE PF
CODE CBTTm 94WAO MAYMO NO
80091 /2soaan
\TIIR0o;IYTO DATE N
N t P 0700MOHM
&✓�f i OF p

— W —
C
'Ids'
V�A..IJ.A.IJ
NEW CATCH BASIN
NEW STORM DARNNAGE PRE
-E)=NGSANITARY SEWER MANHOLE
E)WNG SAWARY SEWER
EXOSIRIG WATER AWN
EWSTINC STORM DRAINAGE PIPE
EASING CATCH BASIN
DUSBNG TREE
E=NG TREELME
EXISTING LIGHT POLE
EXISTING POWER POLE
EKISTING CIWNLNK FENCE
RELOCATED LIGHT POLE
SITE PLAN
BASE BID AND OPTIONAL BID ITEMS
SCALE 1' . dB
sa o 1s• �• eo•
MOM UVM#igM Al A99bC1 M PA I
owatir ilmagmtram
WaRn
MARSOC CLAM SHELL SITE PREPARATIONS FOR
FOXTROT CO., GOLF CO., HOTEL CO., AND INDIA CO
SITE PLAN • SASE AND OPNONAL BID ITEMS
ice- CMEOBRNd' NAW4DQ41 ="M '
F KM U50Wa
07001011 1am s OF a

NOTE:
F THE BASE BID iBIO TIEM '1') IS THE ONLY PORTION OF THIS _
PROJECT AWARDED. THE CONTRACTOR SHALL BE REOUIRED TO CLEAR
AND GRUB THE DOW SITE NCLUdNO ALL OPTIONAL BID AREAS AND
EROSION CONTROL MEASURES AS SHOWN.
CTOR SMALL INSTALL THE PROPOSED FILL FOR ONLY THE
HE CONTRACTOR SHALL SLOPE THE SIDE SLOPES OF THE
A MINIMUM 3 TO i OWE UNTIL THEY REACH EXISTING
CONTRACTOR SEAL INSTALL THE ENTIRE CHIN LINK
HORN ON THE PLANS. THE CONTRACTOR SHALL BE
E FOR ALL MODIFICATIONS REOLMED TO INSTALL. THE NEW
FENCE DOWN THE PROPOSED FILL SLOPE TO EXISTING
CHAIN LINK FENCE WILL BE REMWED AND REPLACED AT
.T ELEVADONS AS THE OPTIONAL BIG REM AREAS ARE
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
IRE 1 1/2' STORM WATER FORCE AWN AND ALL THE
OUR N E RISE BID. IF THE OPTIONAL BID ITEMS ARE
D WITH THE BASE BID, THE CONTRACTOR SWILL INSTALL
STORM WATER FORCE AWN WITH A MINIMUM OF 3' OF
LL ARES. . .
NOTE:
NEW TREE LINE 94TLL BE
. LIMITS OF CLEARING
. . APPRaOMAIE
• - - . WERAVTD BOUNDARY , Az"';
NO.
DESCRIPTION -
NORTHING
EASTNG
m
FENCE INTERSECTION
N 309029.81
E 2488760.83
®
GRASS CORNER
N 309028.44
E 2488782.29
®
FENCE CORNER
N 3011M.04
E 2488570.58
®
GRASS CORNER
N 308830.1I
E 2488573.40
®
GRASS CORNER
N 308740.45
E 2488667.54
®
FENCE CORNER
N 309737.63
E 2488687.81
m
FENCE CORNER
N 308781.35
E 2488709.25
®
FENCE CORNER
N 308784.18
E 2485709.18
®
FENCE CORNER
N 308512.38
E 2488991.66
®
GRASS CORNER
N 30851521
E 2488991.59
®
FENCE WTERSECTION
N 308670.35
E 2489142.11
"' --o.. .,...'74PHAa-CORNER"""'"
N-M67TW"..'..-�E'-'14Wl-4d.bb'�
®
ASPHALT EDGE
N 308888.61
E 2489125.15
�::9SPFAIT=CORNER ..
,-:N :30073921 -.
,.::-E-2489069.32-
®
ASPHALT CORNER
N 308738.12
E 2489=89
®
ASPHALT comm
N 308955.35
E 2486=29
©
ASPHALT CORNER
N 308996.42
E 2486731.80
®
ASPHALT CORNER
N 308860.53
E 2488697.90
®
ASPHALT CORNER
N 308927.99
E 2488898.32
. ®
ASPHALT CORNER
N 308830.85
E 24WW3.80
®
ASPHALT CORNER
N 308774.99
E 24MM45
®
ASPHALT CORNER
N 30887223
E 2486755.06
®
ASPHALT CORNER
N 308875.87
E 2488828.97
®
ASPHALT CORNER
N 308783.79
E 248874126
®
ASPHALT CORNER
N 308727.92
E 2488799.92
®
ASPHALT CORNER
N 308824.18
E 2488891.60
®
. ASPHALT CORNER
N 30878921
E 248892#.TT
ASPHALT CORNER
N 308693.27
E 24888b7.34
®
ASPHALT CORNER
N 3086V.41
E 2488896.00
®
ASPHALT CORNER
N 308733.65
E 2488967.66
®
ASPHALT CORNER
N 308698.70
E 2489024.80
®
ASPHALT CORNER
N 305602.76
E 24ISM43
®
ASPHALT CORNER I
N 308546.90
E 2488992.09
TBM: NEW IRON
N 309029.55
E 2488757.42
ELEV. &73'
CONTRACTOR SHALL
NEW 1-1/2' PVC I
TO EXISTING &WHO
o /
NINE,//
��M�E������o�o�o�o,
F
19oo®�®®,Allwa
♦001R,EIN0000�
►00000��1,howl
►001�0��00000
•
••��0000lo�o.�
a.
..
11
MAFtSOC •LAM SHELL SITE ONS FOR
FOXTROT CO.. GOLF C-O., HOTEL CO., AND INDIA Cl
1p
SITE PLAN
SITE PLAN
WATER
DNT NOl NATPACDMIWIDNO. I
F wo. 12506814
070086 1OHM 4 W 2 I

0
l
E
C
LEGEND
O
NEW CATCH BASIN
NEW STORM DAWWNNGE PIPE
L�
OWING SYWARY SEWER MANHOLE
— — — —
EXISTING SANITARY SEWER
— W —
DOSTING WATER MAIN
C — =
DOSIIX' STORM ORAINAGE PIPE
DOSTING CATCH BASIN
�+Qq
DW NG TREE / PINE
EMSTMG TREEINNE
Da511NG IJGHT POLE
D3ST010 POWER POLE
—�O—b--
EXISTING CHAINLW FENCE
RELOCATED LXUR POLE
NEW GRASSED AREA
NEW TREELME
•
NEW CHAIN UW FENCE
>X4V_jAPPR0XIMATE
NEW $VALE
on
NEW CLASS 'r
DtSSAPATOR PAD
ACTIJAL Z
:
STORM WATER BASIN NEW MASS 'A' RIPRAP
NEW PIPE k"
WITH FX-S
l•�•.``
NEW PIPE #6
31LF 24• PVC e
'RIM ELEV. 6.40'
INVERT ELEV. 3.501 p8
NEW PIPE PV
70LF za• PVC a 2.e61L
ARCHAEOLOGICAL SE7
DESCRIPTION
NORTHING
FASTING
CENTER OF 08 01
N 300874.37
E 248M2.13
CENTER OF CO /2
N 308532.30
E 2488 I-W
CENTER OF C8 /3
N 305612.30
E 2488907.30
CENTER OF CB j4
N 308703.34
E 2488811.71
CENTER OF CS /5
N 308794.37
E 2488716.13
CENTER OF JS /1
N 308710.22
E 248B835.98
CENTER OF JB /2
N 308858.70
E 2455584.88
PIPE /5 DGWARGE
N 30873346
E 24MBIZ15
PIPE /8 DISCHARGE I
N 308746.35
E 2488490.74
STORM WATER DRAINAGE PLAN
MIN
wATFR lM,• -
DOCORDING TD 7HE S I SOIL AREA ARE
THE
DOMINANT SOIL TYPES IN TFIE AREA ME WAN00
SCALE 1• - 39'
3C 6 IF 3F 4a
MARSOC CLAM SHELL 317E PREPARATIONS FOR
FOXTROT CO., GOLF CO.. HOTEL CO., AND INDIA CO
STORM WATER DRAINAGE PLAN
VODEABRNI' NANFAC MA1We III
F am 12504876
:.SC1 xa x
rue r lWw O'N086 limT 0 o= 2

4'-0' INSIDE
- WET WELL
nam
8' INLET NUB
i
I
STORM WATER PUMPING STATION
PLAN VIEW
NOT TO SCALE
STATION COVER
VIEW
PIPE
ELEV. IlAr
STORM WATER PUMPING STATION
ELEVATION VIEW
. _.. NOT TO SCALE
D1 CH= VALVE
OF 2)
' Wk CONCREM
GALVANIZED PIPE FOR
RAIL ASSEMBLY
ALUMWUM DOOR
HATCH
DISCFNROE _� \
I 1
I I
BUNDFLANOE W/ 1/4' `
4 1/2' GAI1GE \
PUMP STATION COVER
PLAN VIEW
NOT TO SCALE
EIEV. 1020'
3' MN.
STORM WATER
RETURN 1' Y9l
PULP STATION
INVERT IN. 3.82'
D.I. DATE VALVE
OF 2) Dt D2
4
PUMP STATION DESIGN CRITERIA
PUMP CAPACITY
12 GPM
TOTAL DYNAMIC HEAD
21 FT
FORCE MAIN SIZE
1.5 INCH
FORCE MAIN LENGTH
709 FT
FORCE MAIN WON POINT
7.80 MSL
VELOCITY AT PUMPING RATE
1.82 FPS
TOTAL LENGTH OF DIP AND PVC PIPE- 45LF
8' PVC SLOTTED F
20' MIN. O 0.40%
STORM WATER RETURN PUMP DETAIL
2
D1 NOT TO SCALE
NOTE:
CONTRACTOR SHALL WRAP SLOTTED PVC PIPE
WITH FILTER FABRIC AND BACKF9.L WITH 8'
NIL Dll RIPRAP TO AN ELEVATION V ABOVE
PIPE ALONG ENTIRE LENGTH OF PIPE.
ELEV. 4.00'
MARSOC CLAM SHELL SITE PREPARATIONS FOR
FOXTROT CO., GOLF CO., HOTEL CO.. AND INDIA CO.
STORM WATER PUMP STATON DETAILS
070006 1� 7 1✓P 2

NOTE
BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR
COMPACTED LOOSE FILL MATERIAL AS REWIRED TO
PROVIDE A FIRM, STABLE AND UNIFORM SUPPORT FOR
THE FULL LENGTH OF PIPE -
t TRENCH DETAIL
2
D2 NOT TO SCALE
ASPHALT
///--- 9'. THICK ABC BASE COURSE
.. / (TOGS COMPACTED)
/ 3' I-19.O11 -
r 2 1/2' S-9S8
COMPACTED SVBGRADE
HEAVY DUTY
2 ASPHALT PAVEMENT SECTION
C3 D2 NOT TO SCALE
2 COATS
3 BOLLARD DETAIL
C3 D2 NOT TO SCALE
1/2'
FLEXIBLE CU STRAP
TO ATTACHED TO
GATEEFRAME (TYPICAL)
5/8' DIAL-10' LONG SOLID
COPPER CLAD STEEL GROUND
TO
GROD ROUND
DRIVEN FLUSH INTO
GRWND TYPICAL
2' SQUARE
... .. OPERATOR NUT
-mu NJ
TRACER WIRE "4 COPPER WIRE
MECHANICAL JOINT COATED FOR DIRECT BURIAL
GATE VALVE
Am_r
NOTE:
ALL GATE VALVES SHALL
BE PLACED ON AN 80 LB.
BAG OF SACRETE
NO. 4 BARE
FENCE FABRIC
OF BARBED I
AND GROUND
END POSTS
4 GATE
POST (TYP
N0. 4 DARE CU GROUND
WIRE BURIED AND ATTACHED
TO BOTH GROUND RODS
PER MFR.WREQURE REMENTSS�
I PIPE DIAMETER
AND MATERIAL VARIES
FLOW
`- CONCRETE WALL
�1 WALL PENETRATION DETAIL
c3 oz
TENSION WIRE
CHAIN LINK
FABRIC TYPICAL
MIN.
2' U
POST
(:j) 8' CHAIN LINK FENCE
C3 D2 NOT TO SCALE
A
21m
A
NO. 7 COILED
SPRING REINFORCING
VMRE
4" NER
POSTO(TYP.) -
UNDISTURBED
EARTH
d • <
Z
Q � N
O Q
\ UNDISTURBED EARTH
�J\IDLEWPION
UNDISTURBED
EARTH
4 POINT
(TYPICAL)
A
z
� a
N
a a
`UNDISTURBED EARTH
am ELEVATION
NOTES
1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 25M PS.L CONCRETE
2. INSTAL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE
DWENS10N A (fEM
BEND / FITTINGPIPE
SIZE
NOM.
DIAL IN INCHES
4
6
e
10
.12
16
16
_ 20
24
SO BEND
1.4
2.0
27
3.4
4.0
5.4
6.0
6.7
&0
1W BEND
to
1S
2.0
2.5
3.0
a.0
4.5
5.0
5.9
22 1/T BEND
0.8
1 1.1
1 1.5
1 1.8
2.2
1 2.9
32
3.6
4.3
11 1/4 BEND
OS
1 0.8
1 1.0
1 1.3
iS
1 2.0
23
2.5
3.0
TEE BRANCHIWD END
1.2
1 1.7
1 2.3
1 2.9
1 3.4
1 4S
1 5.1
5.7
&8
MARSOC CLAM SHELL SITE PREPARATIONS FOR
FOXTROT CO., GOLF CO., HOTEL CO., AND INDIA CO.
MISCELLANEOUS DETAILS
@ 9ooEaXNrxa NavAelXIAwaaaa
F 80091 r�so4e7e
0700M jiiNmIT a w n

CON MESH OR SIMILAR,
STAPLED OR TRENCHED
INFO BOTTOM OR SIDE -
EMBANKMENT
EARTHEN
a
r
E
i
WIRE
ROPE STEEL
TO
SAGGING rPosr (i(P.)
S
INLET ZONE
35% OF SURFACE AREA
FIRST CHAMBER
25X OF SURFACE
BAFFLE (TIP.)
GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE
TO SIDE
INSTALL POSTS OR SAW HORSE ACROSS THE WIDTH OF THE SEDIMENT TRAP.
STEEL. POSTS SHOULD BE DRIVEN TO A DEPTH OF W. SPACED A MAAMUM OF
4' APART. AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF
THE FABRIC SHOAD BE 6' HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS
OF BABIES SHOULD BE 2' LOWER THAN THE TOP OF THE BERMS.
INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND
OUTLET OISHAROE POINT. BASKS LESS THAN THE TOP OF THE BERMS
WHEN USING POSTS. ADD A SUPPORT WPM OR ROPE ACROSS THE TOP OF
THE MEASURE TO PREVENT SAGGING.
WRAP POROUS MATERIAL, LIKE DIRE BACKS BY COIR MATERIAL, OVER A SAWHORSE
OR THE TOP WIRE HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING.
THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPEMINGS IN THE WEAVE ATTACH
FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH DP TES, WARE OR STAPLES
THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH I' EROSION CONTROL MATTING STAPLES.
DD NOT SPLICE THE FABRIC. BUT USE A CONTINUOUS PIECE ACROSS THE SON
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REWIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLE. SHOULD THE FABRIC OF A BATTLE
COLLAPSE, TEAR DECOMPOSE OR BECOME IN17FECTNE. REPLACE R PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN R REACHED FLAY FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAN AND TO REDUCE FROESSURE ON THE BAFFLE.
TAKE CARE TO AVOID DMGINO THE BAFFLES WRING CLFANOU17. SEDIMENT DEPTH
SHOULD NEVER DOM HALF THE DESIGNED STORAGE DEPTH.
AFTER CONTGBUTING DRAINAGE AREA HAS BEEN PROPERLY SFABILIM REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS. BRING THE AREA TO GRADE,
AND STABILIZE IT.
BAFFLES FOR TEMPORARY SEDIMENT BASINS
NOT TO SCALE
N.
:
v+:2CONSTRUG
\}� MATERIALS
�i. •;
T QLEAR_n
_ __ _ ___ _
___ __
2. PUCE THE GRAVEL TO THE SPECIFIC GRADE
AND DIMENSIONS SHOWN ON THE PLANS, AND
SM007H it.
3. PROVIDE DRAINAGE TO CARRY WATER TO A
SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
Ems: 4, USE GE07DMLE FABRICS
A CONSTRUCTION ENTRANCE SHALL BE
CONAND EGRESS AT ALLSITE POINTS OF INGRESS CONSTRUCTION ENTRANCE DETAIL
AND EGRESS TO A THE SITE FROM PUBLIC
ROAD.
PDTOOuW I10 FlatAres—
Pipe Ouae7m Wa kW§ and
Choral
r _ -
NOTES
1. La IS THE LENGTH OF THE
RIPRAP APRON.
2. d-1A TIMES THE MAAMUM
STONE DIAMETER BUT NOT LESS
THAN S'
3. IN A WELL DEFINED CHANNEL
EXTEND THE APRON UP THE
CHANNEL. BANKS TO AN ELEV ION
OF B' ABOVE THE MAOMUM
TAILWATER DEPTH OR TO THE TOP
OF THE BANK, WHICHEVER 6
IESS.
4. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
GRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINE AND GRADE SHOWN IN
FILL REQUIRED IN THE SUBORADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED
THE SUDGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP
WOW TO THE SPECIFIED GRADING UMIS SHOWN ON THE PLANS.
XSIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PINCHING OR
DAMAGE BY REMOVING. THE RIPRAP AND PLACINO ANOTHER PIECE OF FILTER
ECIING ,IOINIS SHOULD OVERLAP $0 THE TOP LAYER IS ABOVE THE
IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
3Ur TAKE CARE TO AVOID DAMAGING THE FILTER
SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
QWRRY STONE T SHOULD BE HARD. ANGULAR, HIGHLY
WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE
L AREA OR SLIGHTLY BELOW T.
LIGNFD WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
EDED TO FIT SITE CONDITIONS, PLACE T IN THE UPPER SECTION OF THE
S. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE AL DISTURBED AREAS WITH VEGETATION (PRACTICE 6.10. TEMPORARY
SEEDING, AND 6.11. PERMANENT SEEDING).
MAINTENANCE
INSPECT RHPRAP OUTLET STRUCTURE WEEKLY AND AFTER SIGNIFICANT (1/2 NCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE
RIP RAP OUTLET PROTECTION
NOT TO SCALE
MARSOC CLAM SHELL SITE PREPARATIONS FOR
FOXTROT CO., GOLF CO., HOTEL CO., AND INDIA CO.
EROSION CONTROL DETAILS
:Net
070000 ImMr • w 2

I
f
SEEDING SCHEDULE FACILITY
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15
WORKING DAYS AND SUBJECT TO FURTHER DISTURBANCE PERMANENT SEED MIX SHALL
BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES
MARCH 1 - SEPT. i GERMAN MILLET 120
TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT SPRING SEED MIX)
SPECIES RATE fta/ACRE)
SEPT. 1 -MARCH 1 WINTER RYE (GRAIN) 200
KOBE LESPED 120
MARCH 1 - JULY 1
SPECIES RATE
PENSICOLA BCHUGRASS
(IB./�1
60
... _.. ..._._ .. -..
COMMON BERMUDA -. _...
25... .... _. .
SERICEA LESPEDEZA
30
PERMMENT FALL SEED MDT
SEPT. 1 - NOV. 1
SPECIES RATE.
BERMUDA
COMMON BERMUDA
L e.
(30
SERICEA LISPEDEZA (UNSCARIFTED)
30
KOBE LESPEDEZA
10
SOIL. AMENDMENTS
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FATTER
APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
APPLY UME GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LS/ACRE•
APPLY SUP HOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE•
• REWIRED FOR PERMANENT SEED MIX ONLY
MULCH
APPLY 4,00D LB/ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE
OF 400 GAL/ACRE
101TER
MINIMUM OF 1' OF RAINFALL A WEEK fIF NOT SUPPLIED NATURALLY, CONTRACTOR
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
MUR ENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE
MOW WHEN THE AVERAGE PLANT HDGHT EXCEEDS 6 INCHES.
RESEED, FERTIUZE AND MULCH DAMAGED AREAS IMMEDIATELY.
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO G' DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
WITH 'SEEDING SCHEDUE? AND MIX WTM SOIL
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED. FIRM. REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO 'SEWING SCHEDULE'
G. MULCH IN ACCORDANCE WITH SEEDING SCHEDULE' IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE SEWING
SCHEDULE'. MAKE NECESSARY REPAIRS AND RESEW WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL
UME, FERTILIZER, AND SEWING REQUIREMENTS.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. INSTALL ALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES.
2. INSTALL TEMPORARY SILT FENCING. TEMPORARY DIVERSION .DITCHES AND
TEMPORARY SEDIMENT TRAPS MOUND PROJECT AREA AS INDICATED. -
3. GALL FOR ON-SDE INSPECTION BY BOTH THE SITE ENGINEER AND SEDIMENTATION AND
EROSION CONTROL .INSPECTOR
4. INITIATE CLEARING AND GRUBBING OF THE SHE.
5. BEGIN CONSTRUCTION ACITOME3. MAINTAIN ALL EROSION CONTROL MEASURES.
6. AS CONSTRUCTION PROGRESSES. REMOVE SILT AND SEDIMENT BUILDUPS AT ALL SILT
-FENCING AND SEDIMENT TRAPS
7. AS ROUGH GRADINGPROGRESSESAND AREAS ARE COMPLETE ENOUGH. INSTALL SEEDING.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL SOIL AREAS STAMM, CALL FOR ON -SE
INSPECTION BY THE STE ENGINEER AND SEDIMENTATION AND EROSION CONTROL INSPECTOR.
9. IF THE SITE S APPROVED. REMOVE TEMPORARY EROSION OUNTROL MEASURES AS DIRECTED.
SEED, FERNUZE AND MULCH RESULTING DISTURBED AREAS.
ESTABLISH PERMANENT STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR.
10. UPON ESTABLISHED AND STABILIZING VEGETATION, CALL FOR FINIAL SITE EROSION AND
SEDIMENTATION CONTROL INSPECTION AND APPROVAL
PURSUANT
THAN THE
GROUND COVER NOTE:
DEVICES OR
COMPLETION
R PERMANENT
NO GREATER
L WITHIN 21
COMPACTED SOIL
B' TYPICAL
UOffS::
BUILD RDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE
MUST BE AT OR ABOVE DESIGN GRADE AT ALL TIMES
LEAVE SUFFICIENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING.
LREMOVE AND PROPERLY DISPOSE OF ALL TREES. BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL
2ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. DIKE IS NOT LOWER
AT ANY POINT THAN THE DESIGN ELEVATION
3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE
SPECIFIED SETTLEMENT.
4.PROVIDE SUFFOE14T ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANWT.
SNEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PUCE LESS THAN 30
WORKING DAYS.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT
FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGECAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED. WHEN THE AREA PROTECTED S PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO
BLEND WITH THE NATURAL GROUND LEVEL. AND APPROPRIATELY STARIUZE IT.
1. RCIIUYC MT JYYIML'MI 4lft IM
THAN 12' DEEP. REPAIR ANY
UNDERMINING IMMEDIATELY.
2 STONE OUTLET TO BE ADDED
SAT
EE OW POINTS IN SILT FENCE
A AIL
CONTRACTORS OPTION TO USE AT
TOE OF SLOPES ADJACENT TO
._..... ......PAVEMENT.TO.PROTECT -PAVED ... ...
SURFACES
4. FABRIC SHALL BE INSTALLED
ON THE UPSLOPE SIDE OF
THE WIRE FENCING.
SILT FENCE DETAIL
N.T.S.
12" THICK
#57 STONE FACES 1a.
LEHCITIxWIDTH \
DEPTH VARIES
(SEE PLANS)
2:1
SLOPE
TOP OF BERM -
UPPER EDGE OF
GEOSYNTHEIC FABRIC
LAID INTO EARTH SHELF
NON -WOVEN t0"
GEOT ETIC 3.�.
NOTES • FABRIC UNDERUNER MIN
I.
WHEN SEDIMENT T HAS ACCUMCLENNED ULATED STONE SECTION
TO .ONE HALF OF 11S DESIGN DEPTH
2 ALL TEMPORARY DIVERSION SHALL
ENTER THE TRAP FROM THE OPPOSITE
END OF THE OUTLET.
HEKiHT VARIES
�RIPRAP DSSPATOR PAD
NON -WOVEN GEOSYNMENC FABRIC
UNDERUNER WITH AN 18" OVERLAP
AT ALL SEAMS (TYP.)
OVERFILL 8'
FOR SETTLEMENT
SIDE SLOPE
( SPILLWAY
SETTLED TOP
CONSTRUICTION SPECIFICATION
I. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE
ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT
PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT S FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER,
AND OTHER OBJECTIONABLE MATERIAL PLACE THE FILL IN UFS NOT 70 EXCEED 9 INCHES, AND MACHINE
COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIPRAP MID
THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP
STRUCTURE AND SOIL.
PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND THE SOIL EXTEND THE FABRIC ACROSS THE SPILLWAY
FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR
EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE
SIDES TO THE HEKIR OF THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH
1:1 SIDE SLOPES.
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT
CLEANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3
FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND 70 THE BOTTOM OF THE SPILLWAY SECTION.
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2:1
SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES
OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 INCHES. THE WER MUST BE LEVEL AND
CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELT. -GRADED MIXTURE OF STONE WITH A D50 SIZE
OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14
INCHES. THE SINE MAY BE MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE
LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR AND HIGHLY WEATHER -RESISTANT.
9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS
OR DIVERSIONS WITH OUTLET PROTECTION 70 DNERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL
AREA TO IMPROVE BASIN TRAP EFFICIENCY(REFERIENCES: RUNOFF CONTROL MEASURES AND OUTLET
10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE
EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOCITY S ACCEPTABLE FOR THE RECEIVING
STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE
ONSTRUCTION SPECIFICATION
THE DENIER TO CONFINE THE OUTFLOW STREAM (REFERENCES OUTLET PROTECTION).
11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT
ATERIALS:
DAMAGE THE EMBANKMENT.
12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
USE A SYNTHETIC FILTER FABRIC OF AT LEAST
THE TRAP IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
5X BY WEIGHT OF POLYOLEFINS OR POLYESTER,
13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL (1/2 TIE DESIGN
ARCH ISR OILS TFIEDCOIF BY THE MANUFACTURER
ON THE PLANS AND MARK IT IN THE FIELD.
UPPUER AS CONFORMING 70 THE REQUIREMENTS
EN
14�INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65. POROUS BAFFLES.
I ASTM D 6461, WHICH IS SHOWN IN PART N
ABLE 8.628.
YNTHETIC FILTER FABRIC SHOULD CONTAIN
LTRAVIOLET RAY INHIBITORS AND STABILIZERS TO
ROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
SABLE CONSTRUCTION LIFE AT A TEMPERATURE
ANGE OF 0 TO 120' F.
2 ENSURE THAT POSTS FOR SEDIMENT FENCES
ARE 1.33 LBA NEAR FT STEEL WITH A MINIMUM
LENGTH OF 5 FEET. MAKE SURE THAT STEEL
POSTS HAVE PROJECTIONS TO FACILITATE
FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH
... _ _ FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM._... ...... , .._ . _ ._..._. _.
- - 14 GAUGE AND A MAXIMUM MESH SPACING OF 6
INCHES.
"SEE TABLE 6.626 SPECIFICATIONS FOR SEDIMENT
FORCE FABRIC
TEMPORARY SEDIMENT TRAP DETAIL
NOT TO SCALE
MARSOC CLAM SHELL SITE PREPARATIONS FOR
FOXTROT CO., GOLF CO., HOTEL CO., AND INDIA CO.
EROSION CONTROL DETAILS
A8 IBM 070M INS 0 cr u

i
190-w MD
WIN.r
YOKE MOUNT KNUCKLE
1. IAMPt (1) 40OW HPS TYPE T
(1) 25OW HPS TYPE S
2, UL LISTED WET LOCATIONS
3. DIE CAST ALUMINUM HOUSING
4. BORDSUCATE GLASS LENS
S. ALUMINUM HMGED ACCESS DOOR AND TERMINAL BLOCK.
6. ALUMINUM REFLECTOR
7. ADJUSTABLE YOKE MOUNT FOR WALL MOUNTING FOR TYPE T.
8. ADJUSTABLE KNUCKLE FITTER FOR POLE TENON MOUNTING FOR TYPE S.
US
EXTERIOR AREA UGHT
LSHALL BE f3mm
75imn LSHALL BE IOmm THICK STEEL
THICK STEEL
915mm �_
X 13ES MT
0
91
2430mm
75mm 760m
21mm
21mm HOES (2)
HOLES
14mm HOLES (2)
90mm (2)
17mm HOES (2)
14mm HOLES (4)
75mm
TWO LLIMINAIRE
17mm HOLES (4)
MOUNTINGFOUR LLMMARE MOUNTING
'A'
J
BRACKET
- BRACE - •g•
. 16mm X 40mm
.
305mm*J BOLT, LOCKWASHFR
AND EMIT FURNISHED
50mm STD. PIPE
REMOVABLE FOR MOUNTING
LUMINARE
100mm
7 TOP NEW 70 BRACKET
255mm
510mm3 17mm DIAMETER FOR
16mm THROUGH BOLT
13mm THICK GAL STEEL
2 TOmm SET...-._..
SIDE NEW _ .._... .... _.. _...
.. _. .__..._c_._.
.4mm OLVAEIER
SUPFITIER FOR 2 HOLES FOR
TWO LVMINAIRE
MOUNTING RRADKFT
2-10mm O.D. TENON LAC BOLTS
PIPE STEEL ANGLE SINGLE LUMIINRE MOUNIIMG
- 'C' BRACKET -FOR WAIL OR POP -
FROM NEW
W
NOTES: I.
ALL MATERIALS SHOWN ON THIS SHEET SHALL BE
2.
PROVIDE BOLTS AND OTHER HARDWARE AS REQUIRED.
LUMINAIRE MOUNTING BRACKETS
SKETCH DATE
NOVEMBER 1995
1 STYLE
XL-28
- 601 TENON WITH PRWISION FOR WIRING.
COORDINATE WITH POLE NO LUMINNRE.
TAPERED ROUND
CONCRETE POLE
NATURAL CONCRETE
FINISH.
J Y
J.
POLE
DWENSIM15 (METERS)
TYPE
V'
Y
Y
XL-22
4.3
3.1
0.6
0.6
1.2
1.1
A
XL-22
6.1
4.9
0.6
0.6
1.2
1.1
B
XL-22
7.6
6.1
0.6
0.6
1.5
1.4
C
XL-22
9.1
7.6
0.6
0.8
1.5
1.4
0
XL-22
10.7
9.1
0.8
0.6
1.5
1.4
E
XL-22
122
10.1
0.8
0.8
2.1
2.0
F
XL-22
13.7
11.6
0.6
0.8
2.1
2.0
G
WIRING HANDHOLE MINIMUM 65mm X 125mm (CLEAR
OPENING). WITH STEEL COVER AND SCREWS.
TERMINATE CONDUITS INTERNALLY, ADJACENT
TO HANDHOLE.
1
SLOPE TO SURROUNDING FINISHED GRADE
iY
It
II
11
I I
COMPACTED CLAY BACIORL.
150mD
II
II
MIN. 75mm X 125mm (CLEAR) CONDUIT OR CABLE
•X•
11
II
11
ENTRANCE - 2 EACH AT 16P.
_
BACKFILL FINE CRUSHED STONE AND
PORTLAND CEMENT (8-1) DRY MO
y
CDMPACIED IN 150mm LAYERS.
OOmm
COARSE GRAVEL SETTING BED.
MIN.
NOTES 1. PROVIDE ANTI -ROTATIONAL
DEVICE ON EACH POLE
2. COORDINATE TOTAL EPA WITH
. EPd�CIFlC.A11� Q
150mm�
ROUND CONCRETE POLE, DIRECT SET TENON MOUNT
SKETCH DATE JANUARY 1998
STYLE XL-22
►.
INSULATED COPPER
EQUIPMENT GND.
CONDUCTOR. ATTACH
TO INTERNAL LUG
WELDED TO INTERIOR
OF POLE. (METAL
POLES ONLY).
PVC CONDUITS
STUBBED UP
ADJACENT TO
HANDHOLE
NUMBER AND SIZE
AS REQUIRED. -
SUPPLY CIRCUIT
CONDUCTORS AND
CONDUITS TO
SOURCE OR
NEXT POLE
INSULATED COPPER EQUIP
OND. CONDUCTOR, UP TO
GND. LUG OF LUMINARE
NANDLIOLE - SEE
POLE DEIAI S.
PROVIDE 3 OR 4 BARREL
LUG TERMINAL AS REQUIRED
SEE POLE PLANES FOR
POLE INSTALLATION
REQUIRDA MS.
FIN. GRADE
TT
T
MIN.
CONDUIT OR
CABLE ENTRY
2 REWD.
21� PVC
-OND T
CONDM
/ r
/
//6 INSULATED
COPPER GROUND
CONDUCTOR
20mm X 3100mm
GROUND ROD
GROUNDING INSTALLATION DETAILS FOR DIRECT SET POLES
(SKETCH DATE OCTOBER 1997 1 STYLE XL-34
A. I `2• ON
0�01�
`®�����
��
only, " T T 01
ulGmmmom.=U=m00E�A
1
mum
OE■®�©Ei8..6�i
0�m0�■
...
MEM
MONNIN
h
.ommummu....�MENNENn;
MENMOM�00
EEO
IN.
WNW
END®e®F�..ONE
■���
�®.®��0
*SEE NOTE 1 ON SHEET E-1
nnra
1,
F
nraca
■n■om©�::�omo■o■
■■oomm�::�mmo■■mom
a�■e■■o�m�::�moom■■
�■■■mmElo::O®m
■m■
��■■■oMoM::MoMa■■■
ra::w
■■o
■■D
®::©ra='SIN®:::©
moo
mm®�
MARSOC CUM SHELL SITE PREPARATIONS FOR
FOXTROT CO., GOLF CO., HOTEL CO., AND INDIA 00
ELECTRICAL DETAILS
rtE 1XXIEtbIT1n' NAWWOI1WauoNa
F 80091 >2so6ete
070M low a w a