SW8060309_APPROVED PLANS_20161006

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ou 030 l�,,,
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 of 110 1 O o Q0
YYYYMMDD

GRAVEL PARKING LOT
P-1 286 °
MARSOC, CAMP-LEJEUNE, NC _
NAVAL FACILITIES ENGINEERING COMMAND --- MID -ATLANTIC
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MARINE CORPS NORTH CAROLINA IPT, NORFOLK, VA ECEeVE
FINAL SUBMISSION - 07/08/2014 JUL 15 2013
BY:
C
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APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
ScP 9-25- IS
/ N\ T
VICINITY MAP
NOT TO SVl£
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SHEET LIST TABLE
SHEET NUMBER
SHEET TITLE
NAVFAC N
G-001
COVER SHEET
12671425
C-001
LEGEND, NOTES AND ABBREVIATIONS
12671426
C-100
EXISTING CONDITIONS AND ➢EMOLIT ION
72671427
C-200
OVERALL SITE LAYOUT
12671428
C-201
SITE PLAN 1
12671429
C-301
GRADING PLAN
12671430
C-401
EROSION AND SE➢IMENT CONTRDL PLAN -PHASE 1
12671431
C-402
EROSION AND SEDIMENT CUNTRUL PLAN -PHASE 2j
12671432
C-501
PRE -DEVELOPMENT DRAINAGE PLAN
12671433
C-502
POST -DEVELOPMENT DRAINAGE PLAN
12671434
C-601
EROSION AND SEDIMENT CUNTRUL NOTES
1 12671435
C-602
EROSION AND SEDIMENT CONTROL DETAILS
12671436
C-603
EROSION AND SEDIMENT CONTROL DETAILS
12671437
C-604
EROSION AND SEDIMENT CONTROL DETAILS
12671438
C-701
SRE DETAILS
12671439
C-702
SITE DETAILS
12671440
E-101
ELECTRICAL PLAN
12671441
E-201
ELECTRICAL DETAILS
12671642
E-202
ELECTRICAL DETAILS
12671443
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LEGEND
TOP OF CURB OR CONCRETE (IC) ELEOAlIC.9
EIEVATIBH OF GUNER, PAVEMENT OR GROUND
SPOT ELEVATION
D TcF OF ,NALL (TA 0_1E ATION
BITUMINOUS PAVEMENT
BOUARD
s
BUILDING (BLDG)
CENTERLINE DITCT, WALE
CONCRETE (CONC.)
CONTOUR
CURB AND GUTTER
ENE OF YiC00S
FENCE
GRA,TL
SIGN
TOE OF SLOPE (LOST
TOP OF BrW[ (T.O.B)
TREE
OVERHEAD (On) LINE
STORM (5,) SEWER
UNDERGROUND (UG) ECECTRIC (ELEC.)
WATER IOU) MAIN
FIRE HYDRANT IF.H.I
r WATER VALVE INV.)
SANITARf SEWER
MANHOLE
CLEANOUT
GUY NICE
HEADWALL (HDNLA
TELEPHOONE (TEL.) PEDESTAL (RED)
U ILITY POLE
UTILITY POLE PI% UGHT
EMBED WPE
INACCESSIBLE
AI ERT
SIRVGURE
TYPICAL
WITH
XI TINE NEW
CONC
CARLE2
- W5- -
TOR
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EOH OF
- 12_E5, -
E UG ace
9' E W
CIVIL ABBREVIATIONS:
TC20.55\.
A/C AIR CONDITIONING UNIT
APPROX APPROXIMATE
MH MANHOLE
2055\
BLDG BUILDING
SOL BOLLARD
BW BOTTOM OF WALL
CONE CONCRETE
DIP DUCTILE IRON PIPE
EJB ELECTRIC JUNCTION BOX
EMH ELECTRIC MANHOLE
EXIST EXISTING
•
EP EDGE OF ASPHALT PAVEMENT
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FEE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FL FLOW LINE
FM SANITARY SEWER FORCE MAIN
TO FIBER OPTIC
V GATE VALVE
INV INVERT
L/P CONCRETE LIGHT POLE
ro
LOD UMIT OF DISTURBANCE
1
MG MATCH EXISTING GRADE
NIC NOT IN CONTRACT
DUE OVERHEAD ELECTRICAL
PIV r POST INDICATOR VALVE
P/P POWER POLE
REM REMOVE
SCO SANITARY CLEANOUT
SMH SANITARY MANHOLE
TOM TEMPORARY BENCHMARK
TEMP TEMPORARY
TMH TELEPHONE MANHOLE
-�
T RED TELEPHONE PEDESTAL
LOS TOP OF BANK
LEV TAPPING SLEEVE & VALVE
TW TOP OF WALL
RD ROOF DRAIN
UD UNDER DRAIN
UGE UNDER GROUND ELECTRICAL
U.0 N. UNLESS OTHERWISE NOTED
WV WATER VALVE
VB VALVE BOX
-----
DEMOLITION NOTES
1. REMOVE AND DISPOSE OF EXISTING
MANMADE SURFACE FEATURES WITHIN THE LIMIT OF
W-
WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS,
SLABS, CURBING, FENCES, UTILITY POLES. SIGNS, ETC.
�PH
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
REMOVE AND DISPOSE OF EXISTING UTILITIES,
FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE
PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND
laa LF OF 8' SAN 0 LOOS
AND BENEATH PROPOSED EXTERIOR COLUMNS, PER
DRAWINGS AND SPECIFICATIONS.
®
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS
ACO
OTHERWISE NOTED, IN CONFORMANCE WITH STATE,
LOCAL, BASE AND INDIVIDUAL UTILITY COMPANY
STANDARDS. AND DETAILS. THE CONTRACTOR SHALL
COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
3. DISPOSE OF DEMOLITION DEBRIS IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS, ORDINANCES AND STATUTES.
UTILITY NOTES
I. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD SURVEYS.
AVNLABLE RECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. THE
CONTRACTOR SHALL OBTAIN DIGGING PERMITS PRIOR TO START OF EXCAVATION. AT LEAST
15 DAYS PRIOR TO STARTING EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT THE
CONTRACTING OFFICER TO ALLOW MARKING OF EXISTING BURIED UTIUTIES.
ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED
BY A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY AND COORDINATED
WTH THE CONTRACTING OFFICER. ANY MARKINGS MADE DURING THE UTIUN INVESTIGATION
MUST BE MAINTAINED THROUGHOUT THE CONTRACT.
WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRIVING
THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD
PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UTILITY DEPTH BY USE
OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE. OR ULTRASOUND PRIOR TO
THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE O➢UN SYSTEMS
MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY
IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR
FROM MEETING THIS REQUIREMENT.
PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH ELECTROMAGNETIC
AND SONIC EQUIPMENT AND THE GROUND SURFACE MARKED WHERE EXISTING
UNDERGROUND UTILITIES ARE DISCOVERED.
THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING
UTILITIES AND ANY DAMAGE TO THE UTILITIES SHALL BE IMMEDIATELY REPAIRED AT THE
CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED AND AGREES TO COMPLY
WITH ALL THE PROVISIONS OF THE GOVERNMENT, STATE AND UTNTY FOR UNDERGROUND
DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST
ANY LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAILURE
TO COMPLY NUN SAID PROVISIONS.
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTIUTIES ARE SHOWN AS AN
APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND
BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE
THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO
EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH
THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES. INCLUDING ROUTES
WITHIN THE PUBLIC RIGHTS -OF -WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,
OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK
CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR WILL NOTIFY THE
CONTRACTING OFFICER IN ACCORDANCE WITH FAR 52,236-2.
4, SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS. AND DITCHES IN
ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS.
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS
GATES, ELECTRIC AND TELEPHONE PULL BOXES. AND MANHOLES, AND OTHER SUCH
ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS. ONE
INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM
ELEVATION.
6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF
PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE
REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY
COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE
CONTRACTING OFFICER.
7. MAKE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE
RELOCATION AND FOR ALTERATION AND ADJUSTMENTS OF GAS, ELECTRIC.
TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS
PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY.
8. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS
OTHERWISE NOTED ON PLAN.
9. FURNISH EXCAVATION, INSTALLATION. AND BACKFILL OF ELECTRICAL FURNISHED
SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT
POLE BASES. AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE
ENCASEMENT OF DUCT BANKS IF REQUIRED BY UTILITY COMPANY AND AS
INDICATED ON THE DRAWINGS.
EcEi V E
JUL 15 2015
BY:
GENERAL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES SHALL
REMAIN.
2. ALL DIMENSIONS ARE TO FACE OF BUILDING, FACE OF CURB AND/OR EDGE OF
PAVEMENT UNLESS OTHERWISE INDICATED.
3, SOD (CENTIPEDE) ALL DISTURBED PERVIOUS AREAS WITHIN THE LIMITS OF
CONSTRUCTION UNLESS OTHERWISE SPECIFIED.
4. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND SEDIMENT
CONTROL DEVICES ARE IN PUCE,
5. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH AND
GRADUAL WITH NO SHARP OR ABRUPT CHANGES.
6 COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD CONDITIONS,
QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
7, EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT
EXISTING FEATURES THAT ARE TO REMAIN. ANY SUCH DAMAGE SHALL BE REPAIRED
OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED BY THE
CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.
8, FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL BE 0.5 inch TO I inch
(MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND CURBING.
9. EQUIPMENT AND TRUCK TRACK -TIRE CLEANING/FLUSHING STATIONS SHALL BE
ESTABLISHED AS NECESSARY TO ENSURE THAT NO MUD OR DEBRIS SHALL
MIGRATE FROM THE CONSTRUCTION SITE TO THE BASE ROADS.
10. ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A RESULT OF
DEMOLITION SHALL BE BACK -FILLED. GRADED AND SEEDED.
11. FIELD VERIFY THE ELEVATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES PRIOR
TO CONSTRUCTING UPSTREAM PORTIONS OF THE NEW UTILITIES. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
12. CONTAMINATED SOIL SHOULD NOT BE ENCOUNTERED, HOWEVER, IF CONTAMINANTS
ARE SUSPECTED THROUGH ODORS OR VISUAL INSPECTIONS DURING EXCAVATION
OPERATIONS, .STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER
FOR FURTHER INSTRUCTIONS.
13. THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS WITHIN THE PROJECT
SITE, HOWEVER, IF AN UNMARKED WELL IS DISCOVERED AND INADVERTENTLY
DAMAGED, STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR
FURTHER INSTRUCTIONS.
SURVEY NOTES:
1. TOPOGRAPHIC SURVEY BY THE SPECTRA GROUP, INC., A OUT COMPANY. DATES
OF SURVEY. JUNE - OCTOBER, 2010.
2. HORIZONTAL CONTROL BASED ON NAD83(2007) NO STATE PLANE COORDINATES,
U.S. FEET.
3. VERTICAL CONTROL BASED ON NAVD88, U.S. FEET.
4. STATION BENCH MARKS USED: PW-2 AND L3
5. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION.
6. LOCATION OF EXISTING BURIED UTILITIES BASED ON FIELD SURVEY AND FACNTY
REFERENCE DRAWINGS. COMMUNICATIONS DRAWINGS WERE NOT FURNISHED BY
CAMP LEJEUNE. PRIOR TO EXCAVATING, BURIED UTILITIES MUST BE MARKED BY
A QUALIFIED, UTILITY LOCATING SERVICE.
7. FOR CLARITY OF PLOTTED TOPOGRAPHIC SURVEY, TOP OF CURB ELEVATIONS
HAVE BEEN FROZEN IN THE DIGITAL FILE,
8. LIMITS OF WETLANDS SHOWN WITHIN THIS SURVEY ARE BASED ON A SURVEY
ENTITLED 'U.S MARINE CORPS BASE CAMP LEJEUNE WETLANDS SURVEY MARSOC
CANTONMENT PROJECT AREA - ONSLOW COUNTY MAP DATE: APRIL 26, 2007...'
PREPARED BY CHARLES FRANCIS RIGGS. P.L.S.
9. NO WETLAND ARE IDENTIFIED ON THIS SITE.
10. SURVEY CONTROL POINTS, SEE SHEET C-100
11. SITE IS NOT WITHIN 575' OF HO WATERS,
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ti° NOTES
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1. REFER i0 EROSION CONTROL SHEETS PRIOR TO DEMOLITION OR
zrcu 3 I' SITE PREPARATION.
t •P `yo 2. VERIFY WHAT UTILITY IS BEING MARKED AND REMOVE PIPE.
IF DISCREPANCY EXISTS BETWEEN THIS PLAN AND FIELD
INVESTIGATION, PROJECT ENGINEER SHALL BE CONTACTED.
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sE � 3 TRAILERS TO BE REMOVED BY BASE PRIOR TO START OF
CONSTRUCTION. E
4 REMOVE WATER AND SEWER SERVICE TO EXISTING TRAILERS.
nn ;
5 ABANDON ALL ELECTRICAL FACILITIES TO EXISTING TRAILERS.
6. CONTRACTOR TO BE CAUTIOUS OF OVERHEAD POWER LINES WHILE
s
'III, WORKING ALONG EXISTING ROADWAYS. 16_26w�
'a7. SEE ELECTRICAL SHEETS FOR POWER POLE RELOCATIONS
8. NO WETLANDS TO BE DISTURBED ON THIS SITE.0
I' 'q LEGEND
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-
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-
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MOTORCYCLE SPACES
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•TOTAL SPACES 125
DENOTES AOA/SIAIL/LUI L NLQU1HtMLN1b
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UORTPARKING DUTY' ASPHPLT
LIGHLOT
E C E i V E
JUL 15 2015
BY:
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RIFLE RANGE
YELLOW40 — _S "STOP' I OHE — _-
11
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Plea^.[ crww +`y y` n' y ;7 :y ,r ,`t `1 1. WRAP ALL DRAINAGE JOINTS WITH 24' WIDE GEOTE%TILE FABRIC
5' * Y Wutir `�eeus�, 'hj 2. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE a
..✓�.Iw �ay. av4 a..cs/ Pw y?° d8 p° uwca rs� 'Ty `7- �+' I\ mil a '(III i0 END OF F.E.S.
n mea a e� N G , ✓ ;+y =1x ''10W y )° (a 3. STORM GRAIN PIPE TO BE INSTALLED ON WEEK ENDS. MAINTAIN
say �"�-"' M1 � 1 _ - @ I ✓P 4 '� ' y ^t : ° N - ' 2-WAY TRAFFIC ON SERVCE DRIVE AT ALL TIMES. FLAGMEN_ �1 •— "� I '�' --�-54 +r•ar
B °.� '7 M1 MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO
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Dy '7,5 ��-a..a ., I � � - I „ `^ m z'c I \ P°` 24 HOURS.
3 y ,e 1 B>, 7,t / sa - 1 +--'--, PrFW / ' ° '� " ausr a[ I _� , ,j 4. PA`ANG FOR STORM DRAIN TO BE INSTALLED ON WEEK ENDS. C
'a ' MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES.
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FLAGMEN MUST BE CERTIFIED. SERVICE DRNE MUST BE
RE -OPENED TO TRAFFIC AT ENO OF DAY. g
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1 OUTLET STRUCTURES
O RIM = 53.80 MI,l
i
6" ORIFICE = 51.55
IW 15' = 51.55jill
q �� J/AI'4s°w.B r''M1 >•' sSgdil � EMC
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`INV - 53.57 MG FLARED END SECTIONS
I I O 15• fE5 INV = 51.30
I
EMERGENCY SPILLWAY
'h '➢'R" s 1 am 5. ' 51 20' WEIR ® 53.75 Mo
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I MIN DEPTH = 1.5 MIN DEPTH = 1.5 MIN DEPTH = 1.5 L q
I SIDE SLOPES = 3:1 SIDE SLOPES = 3:1 SIDE SLOPES = 3:1 1 3- m --J� SBf I BISH
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AND
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PROTECT EXISTING 10' tih /// '�---� g'r Wu �0 i_,
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EROSION & SEDIMENT CONTROL LEGEND
EROSION CONTROL:
EROSION CONTROL DEVICES AS PER NORTH CAROLINA EROSION
AND SEDIMENTCONiROL HANDB"
CONSTROCTIONENTRANCE
ccyy'l h 1 i
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L.F. SWALE 0 1 67%;
CH GRADE 53.0 jl I '', cl CULVEATWLETPROTECTION
�QROTECT EXISTING GAS MAIN o
/6138 L F 6 PVC 11 OR ' op OUTLETPROTECT,'ON
h' ti ip l} TREEPROTECTION
EMILY SYLVESTER
�_p� LIMROFDISTVR84NCE VIA EMP1R 9163914
JEMELD
TD TD TEMPORARYONERSILWD/TCH 5 uTBDUMT
wroaR M BBIUNT
IOP `` B ABBOTT
/-EXISTING DIVE CAD 4PlTMjRGNE BAFFLES
y W1FE ' ~
IOH 151 F. SWALE A'\0�48x' \ - `�w� i a Q o W
_______ j _
7-RIP 4a°' J STOCK PILE AND STAGING AREA 6 _ CO c"°j>�y....,j �.� ! h' i RIM=55.50❑ '! 0 ;I UL 1 2O1_, W a O
i MAX SLOPES TO BE 2:1 `y f IIIIII- '\
F UTIL POLE UNH DI$P C' LANDING i > J
/ ( ) I P T E%6TING,. CAS MAIffp 1 I n
j I\ y- Z NOT TO EXCEED 10' HEIGHT I I I TF,C
t N °r�4 „�,,,7hcm ,Pnrtxs ,x�tP,:52.0 .
9x4 Nl000 POST IY/ I W/STEPS; I: f-
,'� SAPPUNGS & SCA i TERD MIXED 5'iREES BREAKER BOX `s' I h \, q 140' TO ® C.50% T \ ILK CD, a FT1 { �� �1 h yo BY. —
DENSE ca hb GR4Yfl d' , I)L� q Ali POIh
DENSE BRUSH 4REA I�� PRO7 VEXISTINC" 'I / > /P �F
6j ! TD -2 ,PROTFL`i E%15TINC (US pVA1
B"/WATER LINE o GR. _'$ �i !• (: I J _ I\ )(. r
SKIMMER BASIN 2 '� 1 o T 50 LF.'6" PVC 10.50%�
PROTECT EXISTING
I .BORDMCD 505:
I ALDC ,§RR�TEEEPHONE MAIM STEPS ," D
i9 had y jY / hd} TRLER
BARBER SHOP-FFE=59. 41 °r PROTECT EXISTING " CO TD ATpXCO GF ') q A I�
I V FIRE HYDRANT' d
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I �yy60� PROTECT EXISTING ,Y 0 T >RAS 52.554 Y gSpin' T aq� rt J �\ SEE SHEET C-603 FOR BASIN DETAILS
}_ 3� _ i 10' FORCE MAN 'I 5 O.
�y! INN = 54.42 h°' r hy� 1' S ! h ���� CON( ��5�: �� �SI� oi� T ail 1NV-°Q50.25 dp�h�6��,01
' h �' NOTE: ALL TEMPoRARYD/TCHES iDBE'V'OTTCH
h C a CD FO MARHER CD TAJDVG I TMH N' �L ' J 52
r 0 l } y i MOV 54 �.
yO 1M.yx-� `O_ I o 1,\2 INN ;/ 1.30 154� \ a°j OP q}\ WO`H3.'ISIOESCOPESANDMIN DEPTH Of I.S'U.O.N
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I / i -'t 1 Y' \ INSTALL SOD ON flNJKS WITHIN 48 HOURS OF GRADING i I ,A k
DO NOT DENUDE MORE GROUND THAN CAN BE SODDED IN ONE DAY u \ I i ° Aim, } /�
( n I r 1�3 Y ;a3 T.. ply y.. fla,z y.It,J au `gay co flGGNCNECI(GMI
't 7�,
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j� I I l OWLETPROTECTXW
z ✓ e1't h + REMOVE TOP 4' OF EXISTING BMP SURFACE AND REPLACE WITH CLEAN SAND. A Fi y� `�'
a' ' I P s WORK ONLY FROM HANKS NO CONSTRUCTION EQUIPMENT ON SURFACE OF BMP ' v>F �' A II ry TREE PROIECIHM' Mid
j t Isz I I ° 'ylv y. �, Td y,: y"- 5 Lb .,4�' .;'
i I \ \E7 1 ROWOF BAFFLES INSIDE OF EXISTING TOE OF,SLOPE t yt ' I. _LD Lp— LIM/TOFDI$TURBAACE
P I �E v DO NOT RUN CONSTRUCTION EQUIPMENT ON BOTTOM OF. BASIN
j FINE GRADE BOTTOM AND INSTALL SAND -COVER, DURING INITIAL GRADING OPERATION =s+'° I I" I I �, MIRES
sy MAINTNN A MINIMUM OF 18' OF INSITU=SOIL BETWEEN CONSTRUCTION EQUIPMENT AND FINAL GRADE OF 51.0 I s
itt I % WORK BOTTOM OF BASINS FROM TOP OFrBANKS
to f l _
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EXPANDED INFILTRATION BASIN ARE STABNZED L I I v II I LlM/TOFgl SITEOISTURBANCf =I.IBAC
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TEMPORARY SEEDING SCHEDULE
NOTE
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING DAYS AND
SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR
SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SEEDING AND MULCHING
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND
LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS Of OVERLAPPING DATES, THE KINDS
OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL PRE IN POUNDS PER ACRE
(KILOGRAMS PER HECTARE)
T MPORARY
SUMMER
SEED MIX
SPECIES
RATE NO ZACRE)
MARCH 1 -
SEPT. I
" GERMAN MILLET
120
TEMPORARY
WINTER SEED
MIX
SPECIES
RATF (B-/A R 1
SEPT. I -
MARCH I
WINTER RYE (GRAIN)
200
KOBE LESPEDEZA
120
APPROVED TAJI
FFSCUE CULTIVARS'.
ADVENTURE
ADVENTURE II
AMIGO
ANTHEM
APACHE
APACHE II
ARID
AUSTIN
BROOKSTONE
BONANZA
BONANZA II
CHAPEL FILL
CHESAPEAKE
CHIEFTAIN
CORONADO
CROSSFIRE II
DEBUTANTE
DUSTER
FALCON
FALCON II
FINELAWN PETITE
FINELAWN
FINELA'NN I
GENESIS
GRANDE
GUARDIAN
HOUNDOG
JAGUAR
JAGUAR III
KENTUCKY 31
KITTY HAWK
MONARCH
MONTAUK
MUSTANG
OLYMPIC
PACER
PHOENIX
PIXIE
PYRAMID
REBEL
REBEL JR.
REBEL II
RENEGADE
SAFARI
SHENANDOAH
TEMPO
TITAN
TOMAHAWK
TRAILBLAZER
TRIBUTE
VEGAS
WOLPPACK
WRANGLER
FERTILIZER SHALL BE 10-20-20 ANALYSIS, UPON WRITTEN APPROVAL OF THE ENGINEER. A
DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO 15 MAINTAINED
AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS
10-20-20 ANALYSIS.
TEMPORARY SEEDING
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING AND
APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50
POUNDS (55 Kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET
SHALL BE USED IN SUMMER MONTHS AND RYE GRAN DURING THE REMAINDER OF THE YEAR. TLE
ENGINEER WILL DETERMINE THE EXACT OATES FOR USING EACH KIND OF SEED.
FERTILIZER TOPDRFSSING
FERTILIZER USED FOR TDPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2'.1 AND STEEPER
SHALL BE I9-20-20 WRITTEN APPROVAL OF THE ENGINEER. A DIFFERENT ANALYSIS OF FERTILIZER
MAY BE USED PROVIDED GRADE AND SHALL 8E APPLIED AT THE RATE OF APPLICATION ADJUSTED
TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS.
FERTILIZER USED FOR TOPMESSING ON SLOPES 2'.I AND STEEPER AND WASTE AND BORROW
AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE
OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8
ANALYSIS.
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR TEMPORARY
SEEDING AND MULCHING, WIFE THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE
SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SECOND
MAY VARY FROM 251 TO 25/ PER ACRE (GEER TO 85KG PER HECTARE). THE ACTUAL RATE PER
ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPERESSING
AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL
QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE
SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CLAN)
MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (ION MM),
CRIMPING STRAW MULCH -
CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER NCDENR,
STRAW MULCH TO BE OF SUFFICIENT LENGTH AND SANDY TO WITHSTAND THE CRIMPING
OPERATION AND PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BUSES SHALL NOT EXCEED B INCHES
(200 MIN).
SOII AMENDMENT
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES
2:1 OR FLATTER
• APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE
APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE
MULCH -
APPLY 4,00E LB/ACRE GRAM BINARY OR EOUNALENT COVER. ANCHOR MULCH WITH ROVING, .
TUING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL/ACRE
WAT R
MINIMUM OF I' OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY
THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
MA NTENANCF
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE, MOW WHEN THE
AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
IMMEDIATELY
TEMPORARYSEED BED PREPARATION
1, RIP THE ENTIRE AREA TO 6' 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 SCHEDULE' AND MIX WITH 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 COLOPACK AFTER SEEDING SEED ACCORDING TO -SEEDING SCHEDULE'
6. MULCH IN ACCORDANCE WITH 'SEEDING SCHEDULE' IMMEDIATELY AFTER SEEDING.
2. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE 'SEEDING
SCHEDULE'. MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF
POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME,
FERTWZER, AND SEEDING REQUIREMENTS.
GROUND COVER NOTE:
PURSUANT TO CS. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT SAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL. WITHIN
21 CALENDER DAYS OF COMPLETION OF PITY PHASE OF GRADINI BE PUNTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER. SPACES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-52(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
GROUND STABILIZATION
THE NPDES PERMIT (SECTION II. 8.2) HAS RECENTLY REVISED ME REQUIREMENTS FOR GROUND
STABILIZATION. STABILIZATION SHALL BE ACCOMPUSHED AS FOLLOWS'.
PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 2 DAYS
HIGH DUALITY WATER (HOW) ZONES WITHIN i DATE
SLOPES STEEPER THAN 3J WITHIN T DAYS
SLOPES 3:1 OR THAIIER WITHIN 14 DAYS
ALL OTHER AREAS W/ SLOPES PATTER THAN 41 WITHIN 14 DAYS
PERMANENT GROUND COVER
ALL DISTURBED AREAS TO BE COVERED WITH CENTIPEDE SOD UNLESS NOTED OTHERWISE.
EROSION CONTROL SEQUENCE OF
CONSTRUCTION
I. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES.
2. INSTALL CULVERT BUT PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS
AND CHECK OARS IN ALL EXISTING DITCHES AND SWALES AS INDICATED,
3, INSTALL TEMPORARY SILT FENCE AROUND THE PERIMETER OF THE SITE AS INDICATED ON
THE EROSION & SEDIMENT CONTROL PLAN PHASE I.
4. INSTALL SEDIMENT TRAP/R451NS AS SHOWN.
5. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. ROUGH GRADE SITE,
CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAIN SYSTEM AND INLET PROTECTION.
INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS, NO STORMWATER SHALL BE
CONVEYED TO OWING UNTIE WINS ARE 25R STABILIZED.
6. FINISH SLOPES UPON COMPLETION OF ROUGH GRADING. LEAVE SLIGHTLY ROUGH AND
VEGETATE AND MULCH IMMEDIATELY.
]. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL,
8. COMPLETE FINAL GRADING OF ME GROUNDS. TOPSOIL CRITICAL AREAS AND PERMANENTLY
VEGETATE, LANDSCAPE AND MULCH,
9. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS
OF A 0.5 INCH- MEASURED RAINFALL EVENT A RAIN GAUGE SHALL BE INSTALLED TO
MEASURE RAINFALL EVENTS. BEGAN ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT
CONTROL MEASURES.
10, INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES W ACCORDANCE
WITH NCDENR S NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION
CONTROL. COPIES OF ME SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE
GOODS OFFICE.
IL AFTER SHE IS STABILIZED. REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON
DISTURBED AREAS.
EROSION AND SEDIMENT
CONTROL NARRATIVE
THE LOT IS PARTIALLY CLEARED AND FORESTED WITH NO WETLANDS. THE SITE GRADIENT SLOPES
TOWARDS THE STREETS ON THREE SIDES. SLIGHT ROADSIDE DITCHES CARRY RUNOFF ALONG THE
ROADWAYS.
IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING
PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN.
1. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND.
2 0RIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT
ENTRANCES TO SITE INDICATED ON THE PUN.
3.SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING IN
THE VCINIIY OF SLOPES, IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT
THE CONSTRUCTION INSPECTOR'S DISCRETION. _
4 MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING
WORKED, MULCH SHALL CONSIST OF AR -DRIED STRAW ANN CHIPPED SITE VEGETATION.
5 WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK -LINED DITCH MAY
BE NECESSARY TO INTERCEPT AND DIRECT WATER TO THE TEMPORARY SEDIMENT BASIN/TRAP.
6 THE DRIVEWAY WILL BE GRADED AND GRAVELED IMMEDIATELY DISPERSION TRENCHES SHALL
BE PLACED PER FLOW CONTROL REQUIREMENTS. DISTURBED AREAS ACCEPTING SHEET FLOW MOM
THE DRIVEWAY AND/OR PARKING WILL BE SEEDED AND MULCHED,
Z.CULVERT INLET (CIP) AND INLET PROTECTION NP) SHALL BE PLACED ON THE INSTALLED DROP
INLET AND CULVERTS.
8 OUTLET PROTECTION (OP) SALE BE PLACED AT OUTLET OF ALL PIPES ON SITE.
9.CHECK LAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES.
10. DIVERSION DITCH (OD) SHALL BE INSTALLED TO ONERT SEDIMENT -LADEN WATER TO
APPROPRIATE TRAPS OR STABLE OUTLETS.
11. TWO SKIMMER BASINS (58) WILL BE CONSTRUCTED ON THE SITE.
EROSION AND SEDIMENT
CONTROL NOTES
I. UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND MCCIFICA110N5 OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PUNNING DESIGN MANUAL
(SENSED MARCH GOES).
2 THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS IMMEDIATELY AFTER
FINAL GRADE IS RUCHED ON ANY PORTION OF THE SITE. SOIL
STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS
WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED
FOR LONGER THAN 21 DAYS. SOIL STABILIZATION MEASURES INCLUDE
VEGETATIVE ESTABLISHMENT. MULCHING AND THE EARLY APPLICATION OF
GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED
PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.
4. THE NPOES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM OUTFAL S BE INSPECTED WEEKLY (EVERY ] CALENDAR (AYS) AND
WITHIN 24 HOURS OF A 5 INCH RAIN EVENT. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR i0 CONDUCT THESE INSPECTIONS AND
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL
MONITORING A RAW GAUGE IS REQUIRED TO BE ON SITE, ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED, THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS.
ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTOR. A
COPY OF ME EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL AND BURGER CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE
CONTRACTOR AT DIE ONSITE OFFICE.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO
ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT
SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS.
6, STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED
OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS
RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS
TRANSPORTED FROM THE PROJECT SITE.
2. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST
INCLUDING (BUT NOT LIMITED T➢) USE OF WATER, MULCH, OR CHEMICAL
DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC.
8- EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING SPACE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT
PROPERTIES, WETLANDS, INFILTRATION BASINS, WATERWAYS OR THE STORM
DRAINAGE SYSTEM
-
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF
ANY MEDICAL CONTROL MEASURES NECESSARY i0 PREVENT EROSION AND
SEDIMENTATION AS DETERMINED NECESSARY BY THE PION APPROVING
AUTHORITY.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE
REMOVED UNTIL ALL DISTURBED ARCS ARE STABILIZED. AFTER STABILIZATION
IS COMPLETE. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS,
TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED.
11, ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS
SHALL BE REMOVED. RESPONSIBLE MAINTENANCE CONTACT: GRIGG
12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW
Pli. ALL SOIL WASTE SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY
TO AN APPROVED LANDDLL.
E C ERVE
JUL 15 2015
BY:
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16' MIN �
CZ
3' YAM. YIr. WINE —.
I6' MAX. IN
WIRE)
--YINULE RAID VENIIGL WFWS
/I SHALL BEDSW<DALGF YIN.
TCP nrv0 eDTrow sTNM'D-
INPLL BE ID G.WGE YIN.
GRID MAX SPACING OF ki
WINE —' FILTER
FABRIC
NOTES
DOE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
FILTER FABRIC ---__�
OF 6 LINE WIRES WITH 12" STAY
COMPACTED FILL\
SPACING.
USE FILTER FABRIC A MINI WAR
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE A$
I 1
DIRECTED BT THE ENGINEER.
PROMIDE 5'-D' 3TEEL Po3i OF THE
1 3
SELFFABTENER ANGLE STEEL TYPE.
L
ANGLE BTEEL TYPE.
STEEL
3•is
-POT
i,
EXTENSION
OF FABRIC AND
WIRE INTO
TRENCH
TEMPORARY SEDIMENT FENCE (SF)
NTS
6" THICK LAYER
OF COARSE AGGREGATE
(2" TO 3" CIA STONE)
-
NOTE: LOCATION OF
ENTRANCE MAY
VARY DURING
CONSTRUCTION
PERIOD.
MAINTENANCE -
I. MAINTAIN ENTRANCE CONDITION.
THIS MAY REWIRE REPLACEMENT
OF STONE.
10
MIN
EDGE OF EXISTING ROADWAY PAVEMENT
C TEMPORARY CONSTRUCTION ENTRANCE (CE)
J NT$
j
HIGH TliN.lINGTFITN2T.
BARRICADE FABRIC
I ALL PLANTS DESAGNATED TO BE SAIAG SHALL BE
PROTECTED BY FENCING. AS IFLUSTRADE
2, INSTALL TREE PROTECTION THEE AT IFETE OR
UNE ON AT CODE OF DISTURBED AAEA. AS SHAPHY
ON PLANS. PRIOR TO COMMENCEMENT OF
BE ONE ITCHY NU q 'I THE SIR OT LAZ�LM
OSIBLE MOM BUTH SUES Of THE PENCE
TFE & GIN MUST CONTAIN THE FOLLOWING
'FREE FROTECTUN SAKE. KEEP FRI
3 TFERE SHAFF BE NO STORAGE BY MATERIAL
WTHN THE BOUNDARIES OF THE TREE PROTECTION
HEARING
4, FREE PROTECTION FE' CNI SMALL RE MAINTAINED
THE PURATEN OF THE PRIBUCE,
,,,ENTAP" 2-o-MIN
.
1.33 IM,nF STEEL POST
62 TREE PROTECTION FENCE
NTS
COMPACTED WE —
\ _ 3YINIYVY
FLOW
8' TYPICAL
CROSS SECTIONAL VIEW
MAINTENANCE
PERIODICALLY NSPECT RIGHT-OF-WAY DNERSONS FOR WATER AND AFTER EVERY HEAVY
PAN FALL FOR EROSION DAMAGE. IMELVATELY REMO.E SEDIMENT FRO. THE ROW AREA AND
REPAIR THE DIKE, CHECK OUTLET ARMS. AND MAKE TIMELY REPAIRS AS NEEDED, WHEN
PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEI9PORARY
RIGHT-OF-WAY DNERSIONS IS PERMANENTLY STABIUZEO, REMOVE THE DIKE, AND FILL THE
CHANNEL TO BLEND AIN THE NATURAL CAWND. AND APPROPRIATELY STABILIZE THE
DISTURBED AREA.
C5 TEMPORARY DIVERSION
Nrs
FLARED END SECTION
PLAN
—B
RIP -RAP
ioo DODO
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ECENFE.
JUL 15 20r
BY:�
SECTION A -A
HEADWALL PLAN
MIN.
3D
t
9'
RIP EXTEND RIP
RAP 1'
PIPE _... .. ABOVE PIPE
mame
.
SECTION A -A
f LEAST
'I EVENT
«M Yr — NEEDED
SECTION B-B REPAIRS.
OUTLET PROTECTION STABILIZATION STRUCTURE (OP)
M
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1, SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP
SKIMMER OR APPROVED DE',10E.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN TEMPORAF
BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CHAIR
SCHEDULE
RIGID FLEXIBLE JOINT
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
SHOWN.
NOT INCLUDED WITH SKIMMER
SUPPLIED BY USER.
IT
ORE
Ci STANDARD SKIMMER DETAIL
SEDIMENT BASIN COMPUTATION
SKIMMER BASIN I PH4SE I
SKIMMER BASIW I PRASE2
DISTURBED AREA =
0,397 AC
DISTURBED AREA =
1.309 AC
VOLUME PROVIDED =
5,513 FT'
VOLUME PROVIDED =
5,513 FT'
SURFACE AREA PROVIDED =
5,200 FT`
SURFACE AREA PROVDED =
5,200 FT'
SIDE SLOPES =
4:1
SIDE SLOPES =
41
BOTTOM ELEVATOR =
51.5
BOTTOM ELEVATION =
51.5
TOP OF BERM ELEVATION =
55.0
TOP OF BERM ELEVATION =
55.0
WEIR ELEVATION =
53.5
WEIR ELEVATION =
53.5
WEIR WIDTH =
7.0 FT
WEIR WIDTH =
7.0 FT
SKIMMER SIZE =
3 IN
SKIMMER SIZE =
3 IN
ORIFICE SIZE =
1.5 IN
ORIFICE SIZE =
1.5 IN
SIOMMER8ASIN2PH4SE I
DISTURBED AREA =
1.072 AC
VOLUME PROVIDED =
2.279 FT'
SURFACE AREA PROVIDED =
1.450 TV
SIDE SLOPES =
2:1
BOTTOM ELEVATION =
50.5
TOP OF BERM ELEVATION =
54.0
WEIR ELEVATION =
52.5
WEIR WIDTH =
3.0 FT
SKIMMER SIZE =
1.5 IN
ORIFICE SIZE =
1.0 IN
BAFFLES WITH METAL POST, WOVEN WIRE
FABRIC BACKING AND COIR FIBER NETTING
TOP OF DAM
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST IB
INCHES INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABLE.
3. DIRECT WATER TO TOP OF BASIN.
STONE APRON
TOP OF
PROTECT WEIR WITH FILTER
FABRIC AND RIP RAP
SEDIMENT` ITT
PERSPECTIVE VIEW
RETRIEVAL / (SEE SKIMMER DETAIL)
ROPE
6" STONE APRON
NOTES:
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FNE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/SEEDING ACCORDING TO TOWN
SPECIFICATIONS.
FILTER FABRIC
DESIGN OF SPILLWAYS
DRAINAGE AREA WEIR LENGTH I
(ACRES) (FT)
1 KG
2 6.0
3 B.0
4 10.0
5 12.0
1DIMENSIONS SHOWN ARE MINIMUM
FILTER FABRIC
BOTTOM ANCHORED WITH
STAPLES
SKIMMER WITH RETRIEVAL
ROPE (SEE SKIMMER DETAIL)
BAFFLES WITH METAL POST, WOVEN WIRE
FABRIC BACKING AND CDR FIBER NETTING
(TYP.) (SEE SHEET 1)
DITCH AND BURY FILTER FABRIC
EDGE (MIN. 12- OF FABRIC)
PECEiVE
JUL 15 2015
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF .ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RNNFAIL RGAM SEYMENT STORE TRAP
TO ITS ORIBNAI DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF ME TRAP. PLACE THE SEGMENT MADrEMOVED IN
A DESIGNATED DISPOSAL AREA. REPAIR HITTING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET
BELOW THE LOW POINT OF ME EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTLY ABOVE OEBGN GRADE, ANY RIP RAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABNZE THE EMBANKMENT AND ALL DSTUREED AREAS ADM THE SEDIMENT POOL AND DOWNSTREAM ROM ME TRAP IMMEDIATELY AFTER CONSTRUCTION WTH
SEEDING,
x a
C
LENGTH
SKIMMER BASIN CROSS SECTION
LINE WEIR WITH RIP RAP
WEIR LENGTH
WEIR CROSS SECTION
STANDARD TEMPORARY SKIMMER BASIN (SB)
HY TUTS
SYLVESTER
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SUPPORT POST,
IMBEDDED 24" INTO
BOTTOM OR SIDE
TOP OF BAFFLES
SHOULD BE 2" LOWER
THAN TOP OF THE BERMS
COIR FABRIC -
BAFFLE (TYR)
SEDIMENT TRAP1 -,�'
INLET ZONE
35% OF SURFACE
BOTTOM OF BAFFLE
IN TRENCH "0 FIRST CHAMBER
257. OF SURFACE AREA
HOG WIRE ATTACH TRENCH FILLED WITH
TO POSTS WITH SOIL AND COMPACTED OUTLET SECTION,
LENGTHS OF WIRE STONE SPILLWAY SECOND CHAMBER
CLASS 1 RIP RAP 257. OF SURFACE AREA
DETAIL THIS SHEET
OUTLET ZONE,
BAFFLE INSTALLATION - STEP 1 BAFFLE INSTALLATION - STEP 2 PERSPECTIVE VIEW 15% of SURFACE AREA
BAFFLE NO
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK
AND SIDE TO SIDE.
2. DRIVE STEEL FENCE POST AT LEAST 24' INTO SOLID GROUND.
3. WOOD POSTS ARE NOT ACCEPTABLE.
4. WHEN USING POSTS, ADD SUPPORT WIRE OR ROPE ACROSS THE TOP OF
THE MEASURE TO PREVENT SAGGING. -
5. USE STAPLES I' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE.
6, INSTALL AT LEAST 3 ROWS OF BAFFLES BETWEEN THE INLET AND
OUTLET DISCHARGE POINT. SPACED AS PER APPROVED PLAN.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A
TRENCH OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES.
8, 00 NOT SPLICE THE FABRIC. BUT USE A CONTINUOUS PIECE ACROSS
THE BASIN.
9. MATTING: PROVIDE MATTING TO MEET THE FOLLOWING REQUIREMENTS:
1007 COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX
THICKNESS 0.3 IN. MINIMUM
TENSILE STRENGTH 124E X 626 LB/FT MINIMUM
ELONGATION 34% X 38% MAXIMUM
FLEXIBILITY (MG -CM) 65030 X 29590
FLOW VELOCITY OBSERVED II M/SEC
WEIGHT 20 OZ/SY
SIZE 6.6 X 164 FT (I20 SY)
"C" FACTOR 0.002
OPEN AREA (MEASURED) 50%
gA3 BAFFLES
NTS
MAINTENANCE
INSPECT BNTlES AT LEAST ONCE A WEEK AND ABLER FACT RNNFALL. MAKE ANY REQUIRED
REPAIRS IMMEO'ATEL,
BE SURE TO MNNTNN ACCE% TO ME BAFFLES, SHOULD ME FABRIC OF A BANILE
CULVPSE, TEAR. DECOMPOSE OR BECOME INETF£CTNE. REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEOLMTE STORAGE
WTUME FOR THE NEXT RAN AND TO REDUCE PRESSURE ON THE BASLE$. TAKE ORE TO
AVOO OAMAGNG THE BAFFLES DURING CLFAM'OOT. SEDMENT GUTH SHOULD NEVER EMCEED
HALF THE DESIGNED STORAGE DEPTH.
AFTER ME CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABIUZED. REMOVE ALL
BA6LE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS. BRING THE AREA TO GRADE, AND
STABILIZE IT.
ECEI E'
JUL 15 2or
"IMILY SYLVESTER
VIA EMAIL
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ASPHALT PARKING
1.Sz
USE
SAND BASED SOD
FOR BOTTOM OF BASIN
8' 54.5
27'
MIN. %4� FT
- 4' TOPSOIL
VEY BOTTOM WITH BACKHOE TEETH
DO NOT COMPACT INSITU SORSJ
�1 CROSS SECTION "A -A" - FOREBAY/DETENTION
U I NTS
RIM = 53.53
A=36"
B=24"
PLACE HEAVY GALVANIZED -
HARDWARE CLOTH ALONG
FACE AND BOTTOMH-51.55-
OF STONE
u
w
)DIKED TRAFFIC BOWNG DROP INLET (NCOOT 840.35)
IRON GRATE
B57 STONE
2" /-B
`_ •\_ --5'r� /v �6" DIA. HOLE
B" WITH HEAVY
� CALV. HARWARE
CLOTH
12" J57 STONE 1'-O"
BEDDING CT(P)
PROMDE 2' OF CLASS SQUARE
B RIP RAP TO NOTE: EMBED RISER IN FOOTING
INVERT OF OUTLET PIPE
0 STRUCTURE 1
51.55
FULL WIDTH OF TRAVEL LANE
0
I
A6 STOP BAR
NTS
SOD SIDE SLOPES
AND TOP OF BANK
100YR STORM = 54.18
NOTES;
1OYR STORM.,=5]_B]
—III—_
1. THE INFILTRATION BASIN B M ALL
Z.5 % 3.68" STORM ELEV.
. T
REMAIN SAND WITH NO VEGETATION. THE
--- —
BASIN OE SLOPES AND BERM SHALL BE
`.III
SODDED.I_II
2. THE 6070M SHALE BE OVERE%CAVATED
III
J
6" AND BACKFILLED WITH ASTM C33
INFILTRATION BASIN
SAND TO THE BOTTOM ELEVATION
SPECIFIED.
6- SfWO ASTM C33 (NO SOD)
}_ IF HARDPAN OTHER UNSUITABLE SOILS
LiI
(IN BOTTOM)
TE TE THE
PRE ENCOUNTERED. O EF-
AND
BOTTOM A MINIMUM OF 2' AND BACKFILL
BOTTOM ELEV. 51.0
WITH ENGINEER APPROVED SANDY SOIL
I
MATERIAL
'
l:F1:4.�' ...�._.�_._.��.:___
4, THE B/MAY NOT BE USED PB A
SEDIMENT TRAP. UNLESS SPECIFICALLY
^
NOTED
EI�t E
E ■�.7_ N YWR
9 SHMT-- 450 IN BMF —
5. SEE NOTES ON PLAN SHEETS FOR
— — — — — — — _ _ — _ — — — — _
PROTECTION OF BASIN BOTTOMS
JUL 15 2015
BY:
SECTION - INFILTRATION BASIN
Al
Nf5
�
z
1 1/2" 0 GALV.
STEEL POST
W/CAP
4.000 P.S.I.
CONCRETE -
PRIME COAT
I I MIN.
NOTE: ALL SIGNS SHALL BE
BOLTED TO POST
SIGN FOOTING
A4 NTs
■
MINIMUM 2.0 INCHES OF ASPHALT
CONCRETE, NCDOT TYPE S-9.SB
MINIMUM 8.0 INCHES OF AGGREGATE
BASE MATERIAL. SIZE NCDOT TYPE
ABC". COMPACTED TO 98%
ASTM D-698
COMPACTED SUBGRADE
(SEE SPECS FOR REDS.)
A7 LIGHT DUTY ASPHALT PAVEMENT
NIS /
5.
MIN
MI N8"
MI
SIDE VIEW 7/8- CIA
HOLE
r2T
P OF REINFORCING
R FLUSH WITH TOP
CONCRETE
B"4 BARS
FRONT VIEW
(PRECAST CONCRETE)
65 CONCRETE BUMPER BLOCK
NTS
E OF CURB
EDGE OF
=MENT
TiEE-POST WITH CONCRETE
PAINT YELLOW
4"• DIAMETER -
SCHEDULE 40 STEEL PIPE
—1" CROWN
— GRADE SURFACE
nl ,DI FOOTING CONCRETE
12"DIA
(MIN)
A5 FIXED EXTERIOR BOLLARDS
Nis
USE 6" DIAMETER FOR DUMPSTER
PAD ENCLOSURE
■
19
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TOP OF FILL TOP OF FILL TOP OF FILL
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MPIXIVEo ROITRHLE LOLL wTERLK HOVE ePRIN[ILIxE.
TARE LAKE TO FULLY CMI [LAUNCH ZONE OF PIPE SYASILL. UIOIS1lP4E0 EARTH wTFAIAL
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ADDRIPLISH GOPPACIION.
SHEET 2 OF 9
EET 2 OF 3
300 . 01
300.01
1
1
E7
END SECTION DIMENSIONS
DIA
I A
I B
I C
D
E
12
1 4
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2'-0"
4'-0"
2•_0"
18.'
9"
2'
BAR OR STEEL FABRIC
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SPIGOT END ON INLET END SECTIONS
END ON OUTLET END SECTIONS
03 6 �HUG
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4 5

GENERAL SHEET NOTES s 1. VERIFY CIRCUITS CONNECTION.ARE DEENGERIZED PRIOR TO DEMOLITION AND
5
' 2. COORDINATE OUTAGES WITH CONSTRUCTION OFFICER. OUTAGE
REQUIRED ON WEEKEND.
i"PO ,
1I. 3. MATCH EXISTING CONSTRUCTION. MATCH CONDUCTORS, SAG
— 1
AND POLE HEIGHTS.
s ICuss 3—
- - O DEMOLITION NOTES
1. DEMOLISH POWER POLE COMPLETELY. e
I
I �ly-1 •,��*
I� IE
2. DEMOLISH 12 47KV CONDUCTORS. u
N, 3. RELOCATE 600V CONDUCTORS.
---�- 1 1, 1 r! I �� - 4, REMOVE GUY WIRES.
i AIR Fr
Md
I ' �. S DEMOTO MANHOLE. LISH 7ELEPHONE PEOES7AL AND COPPER CABLING BACK
+ '.,V •I : I II - ��
-
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kk
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PDCO2 35CLASS 3
dq
(I" .. _."' 1 ,,.7 �,� Irv\= I_ / OMIT B0T70MCIRCVIT',
P�CO2 35 GLASS 3�7 _ t — \ '-� ' I - m y I -^•!.i n`.
I OMIT BOTTOM CIRCUIT 'H';'Iz
t 1 dl 1Z47 1212.47
Q
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t �Pseoaa/BC
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+ I
—- r
-_
A
❑ WORK NOTES
I. PROVIDE POWER POLE, SEE SHEETS E-501 & E-502 FOR
DETAILS.
2, PROVIDE 12.470 CONDUCTORS.
3. RELOCATE 600V CONDUCTORS.
4. REWORK POLE.
5. EXTEND MANHOLE COLLAR TO MATCH NEW GRADING.
Jr
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still
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it
4
11
EXTERIOR LEGEND
EMILY SYLVESTER
1g47 — 12.47KV, 3 PHASE, 4 WIRE CIRCUIT. PROVIDE
3-1 /C_Nl/0 AAAC WITH 1-1/C 01/0 AAAC
VIA EMAIL
-- 9 1610u
NI^' " ^RH `"'
`4°0
COM1Aon EOTRAL.
s UTILEFRI)
EXISTING 12.47KV, 3 PHASE, 4 WIRE CIRCUIT.
M
amp
0�wn
12,47 —3-1//C gg1//0 AAAC WITH I —I C p11/10 AAAC
COMMON'r1EUTRAI TO BE DEfdOU HED.
208 — 208V, 3 PHASE 3 WIRE & GND, #2/0.
r
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gk
r Tpv
205 — EXISTING 208V, 3 PHASE, 3 WIRE & GND, #2/0
z
UT —DIRECT BURIED COMMUNICATIONS CABLING TO BE
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p
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Q EXISTING MANHOLE
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E-101

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3 I 4 1 E
02.04-18 SIDE VIEW
1 54
BILL OF MATERIALS
ITEM
N0.
COMPATIBLE
UNIT
CATALOG
NUMBER
QUANTITY
DESCRIPTION
1
OSB—FG23
10043909
2
BRACKET. STANDOFF. 16'. FIBERGLASS
11221405
2
INSULATOR, PIN, 23KV, CLASS-55-5
IM33512
2
MACHINE BOLT, 5 8' % REQUIRED LENGTH
2
PTP-INS23
11221 005
1
INSULATOR, PIN. 231<V. CLA55-55-5
10331700
1
POLE TOP PIN, 1- % 20
10033512
2
MACHINE BOLT, 5 9 % REQUIRED LENGTH
3
DE-POLY23
11225604
1
INSULATOR, POLYMER, DE, 25NV
11104213
1
QLAMP. DE TO FIT CONDUCTOR SIZE
10026011
1
BOLT. EYE, 5 H % REQUIRED LENGTH
4
11060100
AS REOD.
SOLID AL. TIE WIRE. 4
5
105120C2
2
SECONDARY SPOOL INSULATOR, 3'
6
-
11280
1
SPOOL BOLT 5 8' % REOUIREO LENGTH
7
BC6-SO
11061108
43 Fi.
6 SO BC
8
10543007
7
MACHINE BOLT. 5 8' % REQUIRED LENGTH
9
105412094
8
WASHER, LOCK. 5 8'
10
GUYINS7821
J6334927
I
INSULATOR, GUYSTRAIN, 78 . FBG
11
GUY-DDS/16
10300 001
1
GUARD. GUY. 9', POLY
10309516
2
HANGER. GUY, ATTACH
ID033512
2
MACHINE BOLT, 5/8- % REQUIRED LENGTH
11126018
2
SOUEEZON, CONN
10045516
4
CLAMP. GRIP, GUY
11061009
5
WIRE, TIE, p6 SD BC, SOLID
10305100
85 F.
GUYSTRAND, 5 16'. HS
12
ARM-ST60
11113511
1
CLEVIS. DE
10210607
1
CROSSARM, DE. 60 . STEEL. RATED 5000 LBS.
10033512
2
MACHINE BOLT. 5 8' % REQUIRED LENGTH
13
BC4SO
11061105
18 FT.I
WIRE. TIE, J4 SD SC
NEENEEN
.■....r
E
FRONT VIEW
EMIY SYLVESTER
VIA EMAIL
m 9 16 20"
m NRl cvx ORH -^ WD
S LIDU3IEID
Y WF/NI
B eBBOTT
NOTES:
C
E
3 1. LIMIT SPAN LENGTH OF TAP TO 350'.
2, IF FIRST SPAN OF TAP IS 200' OR LESS, STEEL ARM CAN BE INSTALLED 4" BELOW CENTER
NOTES:<
N
PHASE GUYWIRE AND CUTOUT CAN BE INSTALLED UN STEEL ARM TO SAVE POLE HEIGHT.
W
9
<
1, SEE DWG. PSC04A FOR DESIGN SPECIFICATIONS.
F-
3. INSTALL FUSE SIZE AND TYPE USING EITHER 4" ALUMINUM LETTERS AND NUMBERS 6" ABOVE
"�G
O
THE NEUTRAL ATTACHMENT ON ROAD SIDE OF POLE.
4. SEE DWG. PSC048 FOR BILL OF MATERIALS.
o
LEJEUNE MCE
CAMP LEJEUME MCETWO
v'CAMP
OP. THP.EE-PFIASE T.AP
OP. THP.EE-PHASE TAP
�RENSION
DWG.
.M ene�oe(UhIFUSED)
DwG..MTWO
P=COx�Ep���recEIVEJUL
BY DATE
PSCOAABYGATE
ENO
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2671442
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4

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NEAR 1
FIGURE 1
o am I
BILL OF MATERIALS
ITEM
COMPATIBLE
UNIT
CATALOG
NUMBER
Ott.
DESCRIPTION
I
ARM-ST60
11113511
12
1 DE CLEMS
10210607
4
60' STEEL DE XARM
10033512
18
MACHINE BOLT. 5 8" % REQUIRED LENGTH
2
DE-POLY23
11225604
12
INSULATOR, POLYMER. DE, 25KV
11104213
12
OE CLAMP
10026011
3
BOLT, EYE. 5 8" X REQUIRED LENGTH
3
INS-RB35
11221611
4
35W ROUND BASE INSULATOR
10332013
4
STUD
4
GUYINS7821
76334927
4
INSULATOR, GUYSTRAIN. 79". FOG
4
GUYINS12021
76334920
2
INSULATOR. GUYSTRAIN, 120". FBG
4
GUYGRIP
10047504
4
GUY GRIP. FACTORY FORMED
4
CHI11125018
10300101
4
GUARD, GUY. B.-POLY
10309516
4
HANGER, GUY, ATTACH
10033512
4
1 MACHINE BOLT, 5 8- X REQUIRED LENGTH
6
SOUEEZON, CONN
10045516
8
CLAMP. GRIP. GUY
11061009
30
WIRE. TIE. #6 SO BE. SOLID
10305415
180 FT.
GUYSTRANO.
5
GUY-SDS/16
10309516
2
HANGER, GUY, ATTACH
10033512
2
MACHINE BOLT, 5/8- X REQUIRED LENGTH
10300101
2
GUARD. GUY, 8. POLY
11126018
2
SQUEEZON. CONN
10045516
a
CLAMP. GRIP, GUY
10305100
90 FT.
GUYSTRAND. 5/15 . HS
6
'ANC-PHIX
10013209
2
ANCHOR, TRIPLE, HLX7
10013506
2
ANCHOR, EXT, TRIPLE, HLX7
10
2
TRIPLE EYE W COUPLING
7
-
%22
10313203
4
14' E%TENSION LINK
WN ON DRAWING
2
" (TYP.)
24" a.
1— 3 SECTION A —A
7
LINE ANGLE
8" GUY
54" A A INSULATOR SEE
NOTES 5 AND 6 �KAII �Try/1JaT1{/,
DWG. 02.04-18
qe SD BC
r�- I 1 POLE
SEE NOTE 4 —Ip4— BOTTOM
21' BEARING PLATES
GUY OFFSET ip)
A BOTTOM 4 PEC CN 10308708
NEUTRAL pe so ec 5 NOT
O� 3 FIGURE 4
NOT TO SCALE
p= 12" FOR 2 i0 3 GUY LEAD NOT TO SCALE
*SEE NOTE 2
FIGURE 2
NOTES:
1. POLE SIZES BASED ON MAXIMUM SPANS.
2. BEARING PLATES ARE REQUIRED PER FIGURE 4. IN WET AREAS, USE BOG SHOES INSTEAD Of BEARING PLATES. SEE
DWG. 16,
3. GUY OFFSETS SHOWN IN FIGURE 3 ARE FOR NEUTRAL GUYS. ALL OTHER GUYS SHOULD BE IN LINE WITH NEUTRAL GUYS.
a. THE TOP TWO PRIMARY GUYS SHALL CO LE ONE ANCHOR. THE BOTTOM LED AT
GUY AND NEUTRAL FGUYT- SHALL BE TO
ONE ANCHOR. ANCHORS ARE TO BE TRIPLE HELIX PT tAN ANCHOR
AT A TORQUE OF 2500 FT-L13 7 N
MAINTAINED FOR THE LAST 5' OF INSTALLATION DEPTH. ANCNOft EXTENSIONS ARE 3-1/2' AND T (CN 1001340J AND
ON 10013506).
5. FOR ANGLES DEGREES INCREASE SPACING BETWEEN THE BOTTOM BOLT HOLE OF EACH STEEL ARM AND THE
TOP BOLT HOLELE OF OF THE STEEL ARM BELOW TO 30" FOR JUMPER CLEARANCE.
6. TWO GUY STRAIN INSULATORS (120" h 75-) MUST BE LINKED TOGETHER TO OBTAIN THE REQUIRED CLEARANCE FOR
ME
THE TOP TWO GUY POSTIO
7. USE SAME SIZE CONDUCTOR
FOR JUMPERS AS USED FOR PRIMARY.
CALIF LEJEUNE 0.4CB
w .nAm DOUBLE CIRCUIT 35-90 DEGREES DEADEND owc.
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T PE 0 CURB CUT NOTES
\ \ PT =404 �b r �_--- -_ ti 31 bh ✓ I b6a kka h b " m G RIP RAP c : , I
i 0 cya hk'Z 54,62 hk' hb� hk 5k i gk' h h SIGN' "SPEED L!MI h cs° I _aa__! ICh
h / TRAV PT.'MAG NAIL(S)- } _._ - 6 06 ph kb 55 y,hb° /Uli h}9 6 • l h ' RE D CROSSING'
- .x\ I (3)ABOVE GROUND 1 rq bib n
' k k�i PROPANE rA,vKs ' ' +° ' hb i h?• h�. ' + x 1. WRAP ALL DRAINAGE JOINTS WITH 24 WIDE GEOTEXTILE FABRIC
PT1=405mo
ON eoNC BAsfs7 sfM ,,, ; g ti 1 Z= • �6 ti b'"PAVEMEN LSOLI YELLO ,NE '' c 2. E MEASURED FROM CENTER OF STRUCTURE
q r tia ti a ya 6 $ a ,. k' bill h h'°h I sicN �slor W I ftAss �` PIPES LENGTHS ARE
6 hk5 LIFT ,'- N „> k k hk l hk• hk �_hk bb' - `'.�`' 6 r \ , I + !
h __ .. / LD ,,, s LINT h' h 7 16 uRs o TO END OF F.E.S.
D W1RE .t ti I TMH Fb L/F � 5_ kN 1 � sH b Gu�1 \ ; ! i 3. STORM DRAIN PIPE TO BE INSTALLED ON WEEK ENDS. MAINTAIN
k 1 k b h -. -a ' I x 4 'S h 0 k f 7 ,
h h #' 4 -54 4 hb -� bb �~" ". , a N ! 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. FLAGMEN
h e - - " _- s .- ! 4' SSFM .53 54 - I `h h '6 0° ° '�,, . k
GENEP,ATOP, s / / '� WV " x g� kb �h hh i , h�' h� ak. 21'dAK +
- vA °�`hk'+k? MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO
INV=5316 ; ;hai. TRAFFIC AT END OF DAY. PROVIDE TEMPORARY PATCH WITHIN
�� _ w L ,III i 24 HOURS.
RIP RAP P '
METAL a'fi I --w i' P INo h • Buses v I 4. PAVING FOR STORM DRAIN TO BE INSTALLED ON WEEK ENDS.
✓ .' 4 1 j� i I PIP No w /Y 1x4 1 4
h/ s �� r� .-� k�v VENT PIPE/.h, 7A NtVi !i ! j ANTENNA N 70P' I 11 2)GUY +SHE 1 \ �>
\ P,°NO
D - (hb• (h�. 1 i / ,! ! g k + g F a MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES.
,Ply t # o i ;,k 54.5 5, .5 o q ; i k. !tik• ,} kh +!J, --TO MARKER i © 2a PINet FLAGMEN MUST BE CERTIFIED. SERVICE DRIVE MUST BE
AP h hP'
6 g " ! ! � 1 ail ! > \ ` RE -OPENED TO TRAFFIC AT END OF DAY.
t jELEC PAbL- h v hD i s ��H 6 61j' �!I \ 'v
f f7RE SPftINKLE�/T I I L hk' (', �' 30"OAK
BASE BLDG 1 �708 - 11 HVAC I\ " Cd1J BA. 1 I I g LD r i I I I ( 9 h k h q, k� b� \
UNIT Jr I b w 6 a { r h�` h' gk. `� 1ti kh yk i Hk h �A FO MARKER
G ICOOLAN7 .55 I k q. k. h I + h .s \ ;
h I h x " , "'
?ASS GRAVE? WALK C \LINES GO ! !' hk' kL _ \
t S R� / v" :
WI7H 4x4 BORDER t t J r j ; • , ' L' ! h ! + " EMI
6 �lv 0� `is 7 l� RAP i I`f 1 ' l , 2 Guy
't
t h1. h• J w r Jl Y FlBERGLASS I C� i RED 1
I I� ! I
h `, �1. W ' �l ! ! i ; COA/A(UNICA7IOl �S SHED i P/P NO1 + -
h1 ° ! , r ! iR30 i �� a Fi �'
.B I j 13 L SALE ® 3$% I' i j i i i !Il'i! l i OUTLET STRUCTURES
G U G k! f a' I lj' SIGN a 94
LIMIT", i 1i
3 ?+ 1O RIM=53.80
a h 53.75 I! I ti ;
k k' a 6 r 0 °'�'k' 6" ORIFICE = 51.55
CO ! I A. y. hh0 h h �\ { Pry h�. °� , 1 i ' I k' �k$ S �k� 1 �k hk hk� �k� �kK ! a
I hk.�\ t h ; , `° d °0; k m I ," k INV 15 = 51.55
HVA'C I /" CHAIN LiNK FENCE C9
W I �� t / • '
y ED E { i
i 1 ,iyl
, 1 %
!Fn (
I S"_7 H
Cot', I RA L I I ,
t 1 k y ,c y GAS
TOR BR Ck / METAL SIGN i i i �� L D
�, � I,!I I III '
a U 1 i 20 EM GENG`Y SP
JSrGN , ti h k. r i ! ! - j h'y. " �^ ' \ y,� h , .
1r �` h 54.5 gk cn� IN
6 ! ! q s ko y f - ��_
i ss- sIG� 4- Al h !! �° � i }h i " 130 LF SWALE ®%0.36k. h
54.0 P �!I a
I
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I �" 6`� r j {' i i i" i �.. -,...As�- 11 i I
7 t
b 13 SIGN 'NCP PA. G' I !
;h' � 66 0 0 0 0 D SPIL `LW� AT 53.75 I 54�
cA;E
s
h o0000
sicN 'HCP PA G' � - I ; ! � �' 54� _ ; � '' n k /P Of "
METAL OVERHANG 1`
a- 6 BRICK COLUMNS(2) y' 5/0 ! SI I I I \ b. I hk• I L! 1 L S
S k, • h
col ( hh6 hh. h I hq' h°6 SIGN '1 MPH'
GRASS bx Ihbt ! 3 k•��� i l
StGAd �. s 1 1 1 ! ; !rx YN = 53.50�MG
it
GRASS
W wV J WVTPLANS. SIGN `. I I
vF
r - UGf ha } 5�Ga1z+ S1 SER TRAI , R' I ' 2 LD
V6
h°
L/P Wj - - - I L/P WI 'y> I RAVEL-� , ,.� _ _ . /, t / , O
4__,�,_-AT 1• I i /
CONC. BASE :. CONIC BASE 61 g° 61
$� J t f I " � / MH R1M=53.72
' S!GN STnP" J` - J. " hk' ( + ::r ho hti'
ZTj=40 NW t ^- 6 y h�. �,i 5 f GRASS , 1 = ," " /
3 TPA PTSPiK!.IS)_ 6 h y,"�
G� 6� bti6 hb�b 56.L6. h bib 72i h�
�U
�E25 9 b c}. 11NV-50.g13/ l c is
hh� hhh L L/ANENT �11
4.0 h�11 I'hk L' j o li
^`p 56 4, 55 kh MG .' `ASPNAL7
GROUNDIN BOX I >
1 II PRO�ECT ESTJG 'GAS LINE
E 7RANSI 4500 56 ry � Y �3 s�54 � 52 i I Lam. / . `' h�' �4. PA `' ; � � �wr�
CC a
\� - _.h.: _.__ - ---- lex� • : b0 r ,-�I -� COE _____.e� _ OH . j
.LD e /55.5` P� k , r /' qJ�J 4
- , w/ GH wry r1 `49.2 .
55 6.. 6 . a� yy
tib° k ®wilt
cd UGE -- ; hy, \` 55.Q APPL!NGS & S 52 55.0 h y�'- rg6 Iy hr1jr•C gtiV`' �r1
CO ! °1 a 7' CHAIN ' K ab�/ 53 DENS 0" S NV= .2r r h f "
B ABOVE cRdL': k 55.5
IPROPANETA.!,tia hh' j'' 54.54.5 so.d3
R12
{ ' 1-STORY BRIC T CONICBA6.35 56
Fft=56.5 hbkb hbg y GRASS ` EA 10' SSqi
LoI 3.25 t ��` hr ,' x
1 55.95 S 4 hr
1 fi 56 c I ,UT" MRR.A-.- i /` P/a N01 w/UGHT
rh hh RIP RAP''v I a 56 w u Stw '\ !!S� 99SRIPR POWER POLE
F �.. 56
1 R I GUY WIRES,
hb �h yn 56.31 D S tRICAL PLAN E-101
I COMPR4ssoR % �a k ' I01
LL S IC S R = �.6 i' a - --'\ �DI 57 43 0 ,` °g 1,%1.1 FP 00.4H�V. ss
(RE,G D €X TINj CD3
GRASS
57.0 k 14833' ) ' �`i, 7' BLOCK WALL ;. II,! ,' /
c P w/ h- d LICE r ! 'Fr �� �k,. h 56.71 A l
t 1 h. k.- _ k /
cot; BASE - a ' , 57.0 rt=2" gk n :�
5 7.
z 5
kd ha 0 I
57.0 B
CON
------ h_--- --- --- -- - - 56.71 57. PT. �? s)
jjj_------ 1`--____---- ,� ------ agT CHAIN LINK '� 4' 'h' ! 1 57 N E �"`5 I S70P'
57G"'�i\ \
okq
k°
O`) `WjBARBE
-----.0
-- - Y 3.46 `
j7W{OD POSTSo 48.5
OHE D6 1a 55 MGj56 gk�
f 7 4OAK 9 /! br <' h ___ ----- 9-----
0 J b LTO MARKER hh' - - yti;S1GP:
---.:.�.-..-. .-�.._--...- -.. --
_ - _ p
- _ =-- -• hS " ' h _ \ 1 Ok I �SMH L� ,ry a°r / aq D �O�
----- -- - -
-- - ------ -- 6-,•-__..- .. g .._.._k yL ----- S'G1L N' 3 - - r 9a iI °•� k /ASPHALT \ k' \
- _ <-..-.. Wit..- g� ---- S� ---- _ �- - �- --- r9r hq' c M=50.14 PA
Z h'
---
_ � h �- ASPHALT .• I �, !NV(NE) 42 85 . �
--'- '6 h k ROAD "` ASPHALT "k.. "h• '� i' PAVEMENT i' 1 !i� rNVS-42.74
-' -- -�:'" r k' hb. h PAVEMENT / m J' b J ` qb . { ()- bg. h -�-
- k RANGE - ti - h,. % h l i --'� -
ti RIFLE -- T /
ASPHALT h��k_ YECLOW40 oak,y hksl �0._..... ............ _.. hka✓ hb° /x°� / _ h _eN 'STOPS _ aO OHE
PAVEMEhiT7 h �k - Jl J-
5 - _ _ h' - ' _-_ _ _ hk� ASPHALT
43 _P�� -- �3"$a- - --.il-, - ------ ._--_..-e- ---.-.-.----�. --«-_ - _-�]k.E_ - --.- _--_...,.___-__`_.'.___-__.m.-__-_. __.-� , "�'�-.•h� --" �j BhNO
SIGN h
�-"Sr - 4Ss0�Pc i
ME=56J 5 GV(3,P.T. ORUNN!NNot
Dt �° P/P NBEYOND THIS POINT GHT ' J
'khg�'•"j at�
lf "b0tj� ; b1�a
_
1 2 3 4
J
(DTO 0 61 LF OF 15" CL IV RCP 0 0.40%
FLARED END SECTIONS
0 15" FES INV = 51.30
EMERGENCY SPILLWAY
20' WEIR 0 53.75
ECENVE
BY: --
GRAPHIC SCALE
0 15' 30' 60'
1"=30'
5
0
IU
0
0
C
j
INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
EMILY SYLVESTER
VIA EMAIL
SATISFACTORY TO DATE
9 16 2014
DES NRY
IORW
ARH
CHK MA
<<PM>> S
LffIME-p
BRANCH MANAGER
M DURW
CHIEF ENG/ARCH
B ABBOTT
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EPROJECT NO.:
796M
CONSTR. CONTR. NO
1 11 {{{
NAVFAC D
12671430
SHEET 6 OF 19
C-301
DRAWFORM REI1SM 10 AAMOH 2OW
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1 k �� RADIO POLE 1 11 I I ANIENNA ON 1 (2 + I P/P N01 I t y5\ b;
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--- PIV _ - CO pY hy' I I x III 4 P/P NOj \ hV y► I I �jJ rin, 24�INE\� E.
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BLDG / RJ1110B - I HVAC I\ BASE I I ,' j l 1 1- I y k 0 6 k\
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y�7 yy I I I I 1111 == 11 \ I 1
w --- will, wv(PLAHS) syd►, DA-6 III ; ; i { I 1
h\ UGE � '� � •� 0 � ' `` bE 7Ra I I I Iy I 1 I 1 = I I hI ` %
y S. ROAD (OFFSITE)
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BASE 9; L 6 C9 i iq 1 I ` \ k g1 \ ' aQ x611 ' MH RIM=5I72
ASPHALT LOT SITE BOUNDARY �`� j slo p\ IMP = 0.068 AC ' • • I ' I :: G\-yti' y� x4 XV 1
• •\ kA `� t�D' /ASS x i x 1 1 X• Ix x \ J/
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INV=50.13�x` y� Y
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PAIEMENT xyk' \\ `x x
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` IFRI C= 0 2 s / 54-54.5 =sao3
\\ I Y i-STORY BR11 1 r x W/ BLOG It
CONC BA _\
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1y\'�'i
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GRAPHIC SCALE
0 15' 30' 60'
1 " = 30,
5
r�
IC
S
INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
EMAY SYLVESTER
VIA EMAIL
SATISFACTORY TO DATE
9 162014
DES NRY
IDRVV
ARH
CHK
MA
<<PM>> S
LITTLEFIELD
BRANCH MANAGER
M DURWT
CHIEF ENG/ARCH
B ABBOTT
FIRE PROTECTION
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EPROJECT NO.:
796M
CONSTR. CONTR. NO.
NAVFAC DRAWING NO,
12671434
SHEET 10 OF 19
C-502
ORAWFORM REVI N: 10 MARCH YOOB
0
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2 3 4
5
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ASPHALT PARKING
1.5%
D1
USE SAND BASED SOD
FOR BOTTOM OF BASIN
8' � 54.5
1.OYR ..STORM
.�
�— 27'
DO NOT COMPACT INSITU SOILS
"A -A" -
NTS
EXISTING PAVEMENT
8' -
MIN. 1 /4"
4" TOPSOIL
SCARIFY BOTTOM WITH BACKHOE TEETH
MODIFIED TRAFFIC BEARING
DROP INLET (NCDOT
840.35)
RIM = 53.53
r-CAST IRON GRATE
A=36"
B=24"
PLACE HEAVY GALVANIZED -
HARDWARE CLOTH ALONG
FACE AND BOTTOM OF STONE
SHWT = 45.5 IN BMP
CL 6" ORIFICE
INV = 51.:
En
INV = 51.f
'X1'X12" #57 STONE
2"
6" DIA. HOLE
:.:. "o- . .....
„ .::.::.. ,. _..:; a`: ":;-�..»,,,;<.; WITH HEAVY
9 GALVARE
CLOTH
12 #57 STONE
BEDDING (TYP) 1'-0"
4'-6"
PROVIDE 2' OF CLASS SQUARE
B RIP RAP TO NOTE: EMBED RISER IN FOOTING
INVERT OF OUTLET PIPE
C1 STRUCTURE 1
NTS
SOD SIDE SLOPES
AND TOP OF BANK
A6 STOP BAR
NTS
0
I
N
PRIME COAT
MINIMUM 2.0 INCHES OF ASPHALT
CONCRETE, NCDOT TYPE S-9.56
c VARIES 8.0 TO 10.0 INCHES OF AGGREGATE
BASE MATERIAL, SIZE NCDOT TYPE o
"ABC". COMPACTED TO 98% J
ASTM D-698
O
m E
COMPACTED SUBGRADE o
(SEE SPECS FOR REQS.) e
A > T
A `
A7 LIGHT DUTY ASPHALT PAVEMENT
NTS
SIDE VIEW
51.55
NOTES:
1. THE INFILTRATION BASIN BOTTOM SHALL
REMAIN SAND WITH NO VEGETATION. THE
BASIN SIDE SLOPES AND BERM SHALL BE
SODDED.
2. THE BOTTOM SHALL BE OVEREXCAVATED
6" AND BACKFILLED WITH ASTM C33
SAND TO THE BOTTOM ELEVATION
SPECIFIED.
3. IF HARDPAN OR OTHER UNSUITABLE SOILS
ARE ENCOUNTERED, OVEREXCAVATE THE
BOTTOM A MINIMUM OF 2' AND BACKFILL
WITH ENGINEER APPROVED SANDY SOIL
MATERIAL.
4. THE BASIN MAY NOT BE USED AS A
SEDIMENT TRAP, UNLESS SPECIFICALLY
NOTED
5. SEE NOTES ON PLAN SHEETS FOR
PROTECTION OF BASIN BOTTOMS
1 1 /2" 0 GALV.
STEEL POST
W/CAP
FINISHED
GRADE
.IL .u.=it a J1=10:7u=
11=.U= Il�
••• 11
MIN. �I
NOTE: ALL SIGNS SHALL BE
BOLTED TO POST
A4 SIGN FOOTING
NTS
6"
5"
MIN
7/8" DIA
— HOLE
TOP OF REINFORCING
BAR FLUSH WITH TOP
OF CONCRETE
2 #4 BARS
CONTINUOUS
12" 6
BAR, IMBED 18••
MIN INTO SUBGRADE-
3/4" TO 1"
FRONT VIEW
(PRECAST CONCRETE)
M CONCRETE BUMPER BLOCK
NTS
CV
OF CURB
EDGE OF
-MENT
3 DOME
Ff[-L--P-OST WITH CONCRETE
PAINT YELLOW
4"* DIAMETER -
SCHEDULE 40 STEEL PIPE
—1" CROWN
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CONCRETE
FOOTING
I� 12"DIA
(MIN)
A5 FIXED EXTERIOR BOLLARDS
NTS
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PAD ENCLOSURE
APPROVED
3
r
SEAL
INFO
FOR COMMANDER NAVFAC
ACTMIY
EMILY SYLVESTER
VIA EMAIL
SATISFACTORY TO DATE
9 16 2014
DES NRY
DRw
ARH ICHK MA
«RM>> S
LnTLEFIELD
BRANCH MANAGER
M DURANT
CHIEF ENG/ARCH
B ABBOTT
FIRE PROTECTION
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SCALE: AS SHOWN
EPROJECT NO.:
796558
CONSTR. CONTR. N0.
NAVFAC DRAWING NO.
12671439
SHEET 15 of 19
C-701
DRAWFORM REVISION:
10 1l.AC" 2008
IBJ

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l t CUNT PA "ENT
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h4
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5
NOTES
LEGEND
NI��.-mow
s
SEAL
INFO
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ACTN P
SATISFACTORY TO DATE
DES NRY
I TRW ARN
CHK MAD
<<PM>> A LABIDI
BRANCH MANAGER M DURW
CHIEF ENG/ARCH B ABBOTT
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SHEET ## OF 19
IN
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1 ' 2 ' 3 ' 4
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2
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Aml
MARSOC, CAMP LEJEUNE, NC
NAVAL FACILITIES ENGINEERING COMMAND MID -ATLANTIC
MARINE CORPS NORTH CAROLI NA I PT,
FINAL SUBMISSION - 07/08/2014
NORFOLK, VA
_ SHEET LIST TABLE
SHEET NUMBER
SHEET TITLE
NAVFAC #
G-001
COVER SHEET
112671425
C-001
LEGEND, NOTES AND ABBREVIATI❑NS
12671426
C-100
EXISTING CONDITIONS AND DEM❑LITION
12671427
C-200
OVERALL SITE LAYOUT
12671428
I_ _12671429__
12671430
C-301
SITE PLAN -
--- -
GRADING PLAN
C-401
ER❑SI❑N AND SEDIMENT CONTROL PLAN -PHASE i!
12671431
C-402
ER❑SION AND SEDIMENT CONTROL PLAN -PHASE 2
12671432
C-501
PRE=BEVEL❑PMENT DRA04AGE PLAN
12671433
C-502
POST -DEVELOPMENT DRAINAGE PLAN
12671434
C-601
ER❑SION AND SEDIMENT CONTROL NOTES
12671435
-
C-603 rt
-
C-60-4
12671436
EROSI�N AND SEDIMENT CONTROL DETAILS
- __
EROSION AND SEDIMENT CONTROL DETAILS
- - -
12671437
12671438
C-701
- SITE DETAILS
12671439
C-702
SITE DETAILS
12671440
E-101
ELECTRICAL PLAN
12671441
E-201
ELECTRICAL DETAILS -
ELECTRICAL DETAILS
12671442
12671443
E-202
N/A
DESIGN ARCHITECT
N/A
DESIGN STRUCTURAL
N/A
DESIGN MECHANICAL
DESIGN ELECTRICAL
NAVFAC COMMAND
COMMANDER NAVFAC / B.L.T.L.
DESIGN CIVIL
N/A
DESIGN FIRE PROTECTION
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EPROJECT NO.: 79M
CONSTRR.CONNI NO. j1j�
fHW-A-4-/ni
NAVFAC DRANING NO_
12671425
SHFE; 1 0: 19
G-001
J
211
WA
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I
�YIFORY REVISION: 10 1YRCX 2

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4 I 5
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LEGEND: EXISTING NEW
L6�1 n TC20.55­,�
TOP OF CURB OR CONCRETE (TC) ELEVATION �G Tn5
ELEVATION OF GUTTER, PAVEMENT OR GROUND
19�ry 20.55-,,,,,.
SPOT ELEVATION
rho
TOP OF WALL (TW) ELEVATION
BITUMINOUS PAVEMENT
a
E
a
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ICONCRETE (CONC.)
1 CONTOUR
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z ! STORM (S.) SEWER
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B WATER VALVE (W.V.)
SANITARY SEWER
MANHOLE
0
ICLEANOUT
y
GUY WIRE
HEADWALL (HDWL.)
TELEPHONE (TEL.) PEDESTAL (PED.)
' UTILITY POLE
IUTILITY POLE W/ LIGHT
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CIVIL ABBREVIATIONS:
A/C
AIR CONDITIONING UNIT
APPROX
APPROXIMATE
MH
MANHOLE
BLDG
BUILDING
BOL
BOLLARD
BW
BOTTOM OF WALL
CONC
CONCRETE
DIP
DUCTILE IRON PIPE
EJB
ELECTRIC JUNCTION BOX
EMH
ELECTRIC MANHOLE
EXIST
EXISTING
EP
EDGE OF ASPHALT PAVEMENT
FDC
FIRE DEPARTMENT CONNECTION
FES
FLARED END SECTION
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FL
FLOW LINE
FM
SANITARY SEWER FORCE MAIN
FO
FIBER OPTIC
GV
GATE VALVE
INV
INVERT
L/P
CONCRETE LIGHT POLE
LOD
LIMIT OF DISTURBANCE
MG
MATCH EXISTING GRADE
NIC
NOT IN CONTRACT
OHE
OVERHEAD ELECTRICAL
PIV
POST INDICATOR VALVE
P/P
POWER POLE
REM
REMOVE
SCO
SANITARY CLEANOUT
SMH
SANITARY MANHOLE
TBM
TEMPORARY BENCHMARK
TEMP
TEMPORARY
TMH
TELEPHONE MANHOLE
T PED
TELEPHONE PEDESTAL
TOB
TOP OF BANK
TSV
TAPPING SLEEVE & VALVE
TW
TOP OF WALL
RD
ROOF DRAIN
LID
UNDER DRAIN
UGE
UNDER GROUND ELECTRICAL
U.O.N.
UNLESS OTHERWISE NOTED
WV
WATER VALVE
VB
VALVE BOX
DEMOLITION NOTES
1. REMOVE AND DISPOSE OF EXISTING
MANMADE SURFACE FEATURES WITHIN THE LIMIT OF
WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS,
SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC.
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
REMOVE AND DISPOSE OF EXISTING UTILITIES,
FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE
PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND
AND BENEATH PROPOSED EXTERIOR COLUMNS, PER
DRAWINGS AND SPECIFICATIONS.
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS
OTHERWISE NOTED, IN CONFORMANCE WITH STATE,
LOCAL, BASE AND INDIVIDUAL UTILITY COMPANY
STANDARDS, AND DETAILS. THE CONTRACTOR SHALL
COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
3. DISPOSE OF DEMOLITION DEBRIS IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS, ORDINANCES AND STATUTES.
UTILITY NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD SURVEYS,
AVAILABLE RECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. THE
CONTRACTOR SHALL OBTAIN DIGGING PERMITS PRIOR TO START OF EXCAVATION. AT LEAST
15 DAYS PRIOR TO STARTING EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT THE
CONTRACTING OFFICER TO ALLOW MARKING OF EXISTING BURIED UTILITIES.
ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED
BY A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY AND COORDINATED
WITH THE CONTRACTING OFFICER. ANY MARKINGS MADE DURING THE UTILITY INVESTIGATION
MUST BE MAINTAINED THROUGHOUT THE CONTRACT.
WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING
THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD
PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UTILITY DEPTH BY USE
OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO
THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS
MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY
IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR
FROM MEETING THIS REQUIREMENT.
PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH ELECTROMAGNETIC
AND SONIC EQUIPMENT AND THE GROUND SURFACE MARKED WHERE EXISTING
UNDERGROUND UTILITIES ARE DISCOVERED.
THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING
UTILITIES AND ANY DAMAGE TO THE UTILITIES SHALL BE IMMEDIATELY REPAIRED AT THE
CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED AND AGREES TO COMPLY
WITH ALL THE PROVISIONS OF THE GOVERNMENT, STATE AND UTILITY FOR UNDERGROUND
DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST
ANY LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAILURE
TO COMPLY WITH SAID PROVISIONS.
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN
APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND
BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE
THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO
EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH
THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES
WITHIN THE PUBLIC RIGHTS -OF -WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,
OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK
CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR WILL NOTIFY THE
CONTRACTING OFFICER IN ACCORDANCE WITH FAR 52.236-2.
4. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN
ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS.
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS
GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH
ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE
INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM
ELEVATION.
6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF
PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE
REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY
COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE
CONTRACTING OFFICER.
7. MAKE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE
RELOCATION AND FOR ALTERATION AND ADJUSTMENTS OF GAS, ELECTRIC,
TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS
PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY.
8. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS
OTHERWISE NOTED ON PLAN.
9. FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED
SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT
POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE
ENCASEMENT OF DUCT BANKS IF REQUIRED BY UTILITY COMPANY AND AS
INDICATED ON THE DRAWINGS.
GENERAL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES SHALL
REMAIN.
2. ALL DIMENSIONS ARE TO FACE OF BUILDING, FACE OF CURB AND/OR EDGE OF
PAVEMENT UNLESS OTHERWISE INDICATED.
3. SOD (CENTIPEDE) ALL DISTURBED PERVIOUS AREAS WITHIN THE LIMITS OF
CONSTRUCTION UNLESS OTHERWISE SPECIFIED.
4. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND SEDIMENT
CONTROL DEVICES ARE IN PLACE.
5. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH AND
GRADUAL WITH NO SHARP OR ABRUPT CHANGES.
6. COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD CONDITIONS,
QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
7. EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT
EXISTING FEATURES THAT ARE TO REMAIN. ANY SUCH DAMAGE SHALL BE REPAIRED
OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED BY THE
CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL BE 0.5 inch TO 1 inch
(MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND CURBING.
9. EQUIPMENT AND TRUCK TRACK -TIRE CLEANING/FLUSHING STATIONS SHALL BE
ESTABLISHED AS NECESSARY TO ENSURE THAT NO MUD OR DEBRIS SHALL
MIGRATE FROM THE CONSTRUCTION SITE TO THE BASE ROADS.
10, ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A RESULT OF
DEMOLITION SHALL BE BACK -FILLED, GRADED AND SEEDED.
11. FIELD VERIFY THE ELEVATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES PRIOR
TO CONSTRUCTING UPSTREAM PORTIONS OF THE NEW UTILITIES. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
12. CONTAMINATED SOIL SHOULD NOT BE ENCOUNTERED, HOWEVER, IF CONTAMINANTS
ARE SUSPECTED THROUGH ODORS OR VISUAL INSPECTIONS DURING EXCAVATION
OPERATIONS, STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER
FOR FURTHER INSTRUCTIONS.
13. THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS WITHIN THE PROJECT
SITE, HOWEVER, IF AN UNMARKED WELL IS DISCOVERED AND INADVERTENTLY
DAMAGED, STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR
FURTHER INSTRUCTIONS.
SURVEY NOTES:
1. TOPOGRAPHIC SURVEY BY THE SPECTRA GROUP, INC., A JMT COMPANY. DATES
OF SURVEY: JUNE - OCTOBER, 2010.
2. HORIZONTAL CONTROL BASED ON NAD83(2007) NC STATE PLANE COORDINATES,
U.S. FEET.
3. VERTICAL CONTROL BASED ON NAVD88, U.S. FEET.
4. STATION BENCH MARKS USED: PW-2 AND L3
5. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION.
J
6. LOCATION OF EXISTING BURIED UTILITIES BASED ON FIELD SURVEY AND FACILITY
REFERENCE DRAWINGS. COMMUNICATIONS DRAWINGS WERE NOT FURNISHED BY
CAMP LEJEUNE. PRIOR TO EXCAVATING, BURIED UTILITIES MUST BE MARKED BY
A QUALIFIED UTILITY LOCATING SERVICE.
7. FOR CLARITY OF PLOTTED TOPOGRAPHIC SURVEY, TOP OF CURB ELEVATIONS
HAVE BEEN FROZEN IN THE DIGITAL FILE.
8. LIMITS OF WETLANDS SHOWN WITHIN THIS SURVEY ARE BASED ON A SURVEY
ENTITLED "U.S MARINE CORPS BASE CAMP LEJEUNE WETLANDS SURVEY MARSOC
CANTONMENT PROJECT AREA - ONSLOW COUNTY MAP DATE: APRIL 26, 2007..."
PREPARED BY CHARLES FRANCIS RIGGS, P.L.S.
9. NO WETLAND ARE IDENTIFIED ON THIS SITE.
10. SURVEY CONTROL POINTS, SEE SHEET C-100
11. SITE IS NOT WITHIN 575' OF HQ WATERS.
JUL
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EPROJECT NO.:
79M
CONSTR.
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12671426
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.10 NOTES
SG`9o,
S 6 I
�a k? 1. REFER TO EROSION CONTROL SHEETS PRIOR TO DEMOLITION OR
I i 'qx �. a gke4 'yo° y5° �°y .F�'k' t oA A n i `' SITE PREPARATION.
r : _51116
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P�L RIP RAP P� v hq'ha° 2. VERIFY WHAT UTILITY IS BEING MARKED AND REMOVE PIPE.
PtNo#, 5 Buses4. IF DISCREPANCY EXISTS BETWEEN THIS PLAN AND FIELD
UY INVESTIGATION, PROJECT ENGINEER SHALL BE CONTACTED.
iARKr+ t"o
.• 3. TRAILERS TO BE REMOVED BY BASE PRIOR TO START OF
t h'{, + y
+y k `N a ; 30'0AK CONSTRUCTION.
kc)ghk { �,b"hA"' , �, ;"' y ;40 FC• MARKER \�
g 1 r \{ Try'
4. ABANDON WATER AND SEWER SERVICE TO EXISTING TRAILERS.
t B RGLA£S q ` Itt ;_ t `W , ,-.i T RED g
j coli��T�uN+nanoN� srlED 1 PAP Nc _J 5. ABANDON ALL ELECTRICAL FACILITIES TO EXISTING TRAILERS.
I�30
{{ 2 6, CONTRACTOR TO BE CAUTIOUS OF OVERHEAD POWER LINES WHILE
I sPE=b WORKING ALONG EXISTING ROADWAYS.
yk9'1 yg hk gk\� gkA, I{5k5�}'k� hti:� 7. SEE ELECTRICAL SHEETS FOR POWER POLE RELOCATIONS
co r
�
I '�� 8. NO WETLANDS TO BE DISTURBED ON THIS SITE.
II '
—< PE GAS ,
ill 1
5' g: � \ Df` Y'
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$
EXISTING GRAVEL TO REMAIN AS SUB-BASE
WHERE COVERED BY A MIN. OF 8" OF NEW GRAVEL
1,�1g+�{ � +� cy9
1 SIG:, "15 MPS "
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3 ! I DEMOLISH AND REMOVE EXISTING GRAVEL
WHERE NOT COVERED BY A
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I I't't Mrr ,,M LD LIMIT OF DISTURBANCE
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ON SITE LIMITS OF DISTURBANCE 1.70 Ac.
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PAVEMENEP . I' WA FR MAIM
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IN CIA IN, UNx E : ` \t f, _✓..r,..Jr.1v pJS. �,�.
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BM 205 BM 405
�PxsIF-
JUT. 1 1 2014
BY.
GRAPHIC SCALE
0 15' 30' 60
1"=30'
W
0
SIN
/E NRD
APPROVED
FOR COMMANDER NAVFAC
SATP,WTOq1 VD . _
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EPROJECT NO.: 79M
CONSTR. CONTR. NO. i1u
NFY. AC DRAWING P1U.
12671427
SyEFT 3 of 19
C-100
1
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_ I I INV=53.1E
P I I ,� RiP RAP
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A, EIIII i �' I
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GROUN'DIN'G BOX-, ASPhAL
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! 11
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YELLOW 400 P/P NO//
5
PARKING SUMMARY
TYPE
DIMENSIONS
SPACES
REQUIRED
PROVIDED
PROVIDED
STANDARD SPACE
9' x 18.5'
9' x 18.5'
125
STANDARD ACCESSIBLE SPACE*
-
-
-
VAN ACCESSIBLE SPACE
-
-
-
MOTORCYCLE SPACES
-
-TOTAL SPACES **125
DENOTES ADA/STATE/LOCAL REQUIREMENTS
** SPACES ARE SHOWN FOR CLARITY AND ARE NOT INTENDED
TO BE MARKED ON THE GRAVEL.
GRAVEL PARKING LOT
JUL 1 2014
GRAPHIC SCALE
0 15' 30' 60'
1"=30'
a
0
SFAS
NFO
' FOR COMMANDER NAVFAC 1
ACTT 7
<ATI TA TOV ' DATE
�,Es NRY
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SCALE: 1" = 30'
EPROJECT NO.: 79M
CONSTR. CONTR.
R. NO. 1 1M
N,Vr AC FRAME,- NO_
12671428
SHF:F 4 OF 19
C-200
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5b' Z=54.62 ` �`' c�• �'' hE`�
' .. TRAV PT.•MAG NAILS x y
(3)ABOVE GROUND Vh Vti 1° k'S �` 1� ba° b°6 0 k6
\ b1 : b• PROPANE TANKS gb' bb' hb x 5 x x 5 x ` � ASPHALT '
� I
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x I
VENT PIPE h� I r I j , IP/P N01 W/
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UNIT C0q ANT
' ASSJ I 9 k1 k 5`, 5 i I
ASS GRAVEL WALK 4 WNES GO \ x x 0 x I x V �� Ix
WITH 4x4 BORDER
i l 1PC- CgND y 1 I i Lu \\\ g5 I I I F� i i II I j gk
h 11 151 < w wV
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HVA
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a
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3\ // \ \ Al
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\ `� C-70
ob�`J a'A SIGN "NCP PARKING"
-\
=5786
0
1 SIGN 'HOP FARK1h'U
ME •A_ �VERNANG
BRICK' COLUMNS(2) Co SIGN ^� 6 S yk° huh I ti I �I i 1 y i r
GRASS 1ti 1h 1�� 1b bh bti �I 511_ r y60 I •65 x \ x x xiijPy° x0° x
x h h h x h y1 g1 RASS I SIGN III x
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ry 5�
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I �p W/. : /} V// �^--GRA fvEL _ __- ' 5 51
+. x Ir'
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\ I PTI=408NW h.' ti5 L p�hy. h '
3 TRAV PT.SPIKE(S) \ 56 Ih6 - __7D 60
�9 I 6tie y .g xh° 56.�16�
htiti 56• e ' `'�'�fiE25 chb4.0 \
�:6 MG o`e" h�+--�1�.-- �"� x, r ASPHALT
CMG h�4 55 _ ;k PAVEMENT
17 MG
f 6 �56 455 b h J/
GROUNDING BOX- I - ; I
\ '- TRANS A500 ,--GRASS- , y, .54 � ! � � I `\� , hb hk. �4.� P-
5
\ 6°� HVAC uryrr ` b° � CO " . e / / •�� 53 52 / 'S
- - 6 Gut y _ off 5
\ FFE=56.53 x`�/4'ss b " " ILC� �55.5
y1
W/ IJgi YELL W15 6. 0. \
I -_- 55 r \' . I
•\\'' _ 00 k'S CO ' .t GE .. _' x hh� +` \\ \ 52 t A
.\ xy6• I 6• ® ; , \ 55.0 APPLINGS & SC
155.Om
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F 50.03 v
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rrf=5s.s7 - 55
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95
x hb 1
h 56 g x�0�1 V SO yv, RIP RAP
56\\\ ``` ----- CCO h6 06 i i� R� 55.80 P0575
a
LA. WC- �.31
' " `- yam- "� r x 1 4 WO d P T W i 7EPS �l FM ARK ' 29
IIN- 0ti1J co AIR COMPRiSSOR LSA;'A , RD 1XEG4 SFIAC S, iI x.�..,AOf -- f\ 4 55 ^- .,D%/:I_.SH EA-�. --GR.A-SRM 5555 { .I _ _ ._'_ -- - `'r-// --
5 --- - i 3 5 �lRA
hh.c / I GRASS » ' k/
\j 57.00
F LA DING
'hF 7' BLOCK WALL i . `' g n� BL '� OD j / w/ TEPs
L/P W/ h - . . UGE V y4 Z, h° ' h�' b� hk BARBER SHOP FTE=59.41 1 56 1 WV ;
CONC BASES _ hh'� hk' _ hk' }/ `' 57.0 \
------ FYI - ig -- _ 4. r, 6.71 11/ 0�j 57. RAS 7.0 Z=5
----T6�y
_ _ `_-_-` --� --- _._ _____ hh� _ _ _ cakg7 hA v • • �G. ok' �j h � / S� I h`' �' ' S7 N
- ✓, r,^ Y2 g- ��_ x gyp. 7
----------- e--------- °6 r k - AVE8y. - 3.
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5 5 - 0 5455 66
x - x
hwv
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5
53'
P F7
P. i .._. g' CFO MARKER
hy------
4�? a CURB GUT I -- -----
i xi i
7 RIP RAP �.II I �ON 1 j
1'` ° I IF 9� i PED CROSSING" I
5h'0 III 66 hb�g �� y10 k�
Ix t 7' i I
1 x I
!NE hh $5' - iGN �i 0 GRASS' r
u
M T" 0 h6 h h� 10 URB
hk 0G k CUTS
t # `>k�6 y� 50y tl ^leg k OAK / N
I cjry'S•xhk.\ �hE`• x h h xl '\x h c,
I i /NV-53.18
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P IN0/x BUSH
P,/P N0�
hkT huh hb� j� FO MARKER � 24 PINE+,
� I30`OAK
'Y 9' x yb• bh1L hb` t yk�yb gb �0\FO MARKER
1
i S RY\\ x hb11 I x 2 GUY x EMI x
FlBERGLA6S I �p T PED /
OA�A!IUNICATIOA% SHED �\ , I p/p NO4l--
{
slON I \t
SFEE LIMIT,
, i I �
91 yGi9 1� AN A hb'b I S
xyb Ix \x44 xhb 4?� Ix 6S i xh
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x �uIER ENCY`/ SPI V�AY I x x'--
6 L SWALE 0 0.5 /
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ASS
i
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I IN = 53.57 G
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x
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'L 11 k I I l 1
aVEY II PROJECT EXISTS G +,G�S LINE
IR
x 06
SSf \+ INV= ,.21 x
GRASS
S �I 3.25' I ' ``x • has M
S I ��15. �•��' x
yARE I h� / PIP N01 w/IJGHT
SRIPR POWER POLE
R I! GUY WIRES,
D SLIRICAL PLAN E-101
°a 111 I L �Fj' 40.48"l
ss (REG D EX TIN CH�s� D3
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It
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--- - .__._ .,}s.__ -- -- - _ --_ - -- --_-__ .vh.-.,...=-,. _...�.._-..-D2 x•55' .• x i' cSMY
- - - - - _ - _ _ �k.��- r?,c
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NNASPHALT :x h I I �n INV(NE)=4285 ,
---------- 53 yb x� ` ASPHALT hS �f' xh PAVEMENT ,x' 01 II^ INV(S)=42.74
o __--''"--� xhb RIFLE y,. RANGE x ROAD PAVEMENT ,js ti ,6V c�0
0h b•, �' x ti 1 0' h I 6 50
.A bg0
ip
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ASPHALT kg \\ BOO!
x PAVEMENT ;
090 YELLOW 40
,
_ x _ 00 YELLOW40 o y b\1 hb 9 ybQ x 5 _ SANEN STOP g ORE
ASPHALT x------- - '
PAVEMENT? .h b ----------- �}.___-ix._...._�_`' S �1.».. - -WVOyE "<_.. -..I g-�_.
1 - - 9
i_ 4CPNA. i � .. .. - �'� 't't bg� ry J
-
/ '` ___� "_}'- ---"`°tab - '-"•, -�- GRASS _ _ _ _ _ -
- -_ _ SIGN
"MO PT OR RUNNING
SOa1. ��"SOP/ AIR c��\\
- GV3) \ aG y s�. 1 is Iti� 1g
-1_- --------- PAP,h'OIy I TI J
- _ , ____ ,, �,._._ BEYOND THIS POINT"
1 2 3 4
'SG
W/
Kelm
1. WRAP ALL DRAINAGE JOINTS WITH 24" WIDE GEOTEXTILE FABRIC
2. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE
TO END OF F.E.S.
3. STORM DRAIN PIPE TO BE INSTALLED ON WEEK ENDS. MAINTAIN
2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. FLAGMEN
MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO
TRAFFIC AT END OF DAY. PROVIDE TEMPORARY PATCH WITHIN
24 HOURS.
4. PAVING FOR STORM DRAIN TO BE INSTALLED ON WEEK ENDS.
MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES.
FLAGMEN MUST BE CERTIFIED. SERVICE DRIVE MUST BE
RE -OPENED TO TRAFFIC AT END OF DAY.
OUTLET STRUCTURES
1O RIM = 53.80
6" ORIFICE = 51.55
INV 15" = 51.55
O1 TO 2O 87 LF OF 15" CL IV RCP ® 0.29%
FLARED END SECTIONS
2O 15" FES INV = 51.30
EMERGENCY SPILLWAY
20' WEIR ® 53.75
GRAPHIC SCALE
0 15' 30' 60'
1"=30'
5
rc
a
i
z
w
9
SEAL
INFO
APPROVED
' FOR COMMANDER NAVFAC '
ACTNM
SA➢SFACTORY TO DATE
DES NRy
I DOW ARH
CHK MA
<<PM>> A LABIDI
BRANCH MANAGER M DURAMT
CHIEF ENG/ARCH B ABBOTT
FIRE PROTECTION
O 5
M
U�
U
Z
s
UZ
J
J
g
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Ld Q I
v
cn
G
w
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Z�Q
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c�
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SCALE`. 1 = 30'
EPROJECT NO.: 79M
CONSTR. CONTR. NH-#-
IMH-
NAVFAc DRAWING12671430
SHEET 6 OF 19
C-301
DAAWPOW NExI"; 10 MANOM =19
C
C
0
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1 1 2 1 3
0
5
TREE LINE)\'\ \ I
V' / A �� • y`L h}� obi\ \ 74 •_ ` �qti DRIP LANE \ 1
P \ TREE LINE y50 yi,i TREE LINE \
TREE LINE
TREE LINE �Iy 3" TO 6" PINES AND 9? q ' \
V DECIOIOUS TREES
ZPT/=513 \�'. y1� \ / , \ \ I LOP! /
Z=50.69
ng I \\ TRAV PT.R&C SET\
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TEMPORARY SEEDING SCHEDULE
NOTE
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING DAYS AND
SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR
SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND
LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KINDS
D
OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL ARE IN POUNDS PER ACRE
(KILOGRAMS PER HECTARE).
TEMPORARY SUMMER SEED MIX
MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (100 MM).
CRIMPING STRAW MULCH:
CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER NCDENR.
STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING
OPERATION AND PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 INCHES
(200 MM).
SOIL AMENDMENTS
SPECIES
RATE (LB./ACRE)
MARCH 1 - SEPT. 1 GERMAN MILLET
120
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES
2:1 OR FLATTER
TEMPORARY WINTER
SEED MIX
• APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
SPECIES
RATE (LB./ACRE)
0 APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE
SEPT. 1 - MARCH 1 WINTER RYE (GRAIN)
200
• APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE
KOBE LESPEDEZA
120
MULCH
APPROVED TALL
FESCUE CULTIVARS:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR MULCH WITH ROVING,
ADVENTURE
ADVENTURE II AMIGO
ANTHEM
NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL./ACRE
APACHE
APACHE II ARID
AUSTIN
BROOKSTONE
BONANZA BONANZA II
CHAPEL HILL
WATER
CHESAPEAKE
CHIEFTAIN CORONADO
CROSSFIRE II
DEBUTANTE
DUSTER FALCON
FALCON II
MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY
FINELAWN PETITE
FINELAWN FINELAWN I
GENESIS
THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
GRANDE
GUARDIAN HOUNDOG
JAGUAR
JAGUAR III
KENTUCKY 31 KITTY HAWK
MONARCH
MAINTENANCE
MONTAUK
MUSTANG OLYMPIC
PACER
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. MOW WHEN THE
PHOENIX
PIXIE PYRAMID
REBEL
AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
REBEL JR.
REBEL II RENEGADE
SAFARI
IMMEDIATELY.
SHENANDOAH
TEMPO TITAN
TOMAHAWK
TRAILBLAZER
TRIBUTE VEGAS
WOLFPACK
WRANGLER TEMPORARY SEED BED PREPARATION
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER, A
DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED
AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS
10-20-20 ANALYSIS.
TEMPORARY SEEDING
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING" AND
APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50
POUNDS (55 kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET
SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE YEAR. THE
ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER
SHALL BE 10-20-20 WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER
MAY BE USED PROVIDED GRADE AND SHALL BE APPLIED AT THE RATE OF APPLICATION ADJUSTED
TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW
AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE
OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8
ANALYSIS.
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR "TEMPORARY
B SEEDING AND MULCHING", WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE
SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING
MAY VARY FROM 25# TO 75# PER ACRE (28KG TO 85KG PER HECTARE). THE ACTUAL RATE PER
ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPDRESSING
AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL
QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE
SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN)
MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
9
1. RIP THE ENTIRE AREA TO 6" 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 SCHEDULE" AND MIX WITH 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 "SEEDING SCHEDULE."
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF
POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME,
FERTILIZER, AND SEEDING REQUIREMENTS.
GROUND COVER NOTE:
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN
21 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 'WORKING DAYS
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
GROUND STABILIZATION:
THE NPDES PERMIT (SECTION II. 8.2) HAS RECENTLY REVISED THE REQUIREMENTS FOR GROUND
STABILIZATION. STABILIZATION SHALL BE ACCOMPLISHED AS FOLLOWS:
PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 7 DAYS
HIGH QUALITY WATER (HQW) ZONES WITHIN 7 DAYS
SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS
SLOPES 3:1 OR FLATTER WITHIN 14 DAYS
ALL OTHER AREAS W/ SLOPES FLATTER THAN 4:1 WITHIN 14 DAYS
PERMANENT GROUND COVER
ALL DISTURBED AREAS TO BE COVERED WITH CENTIPEDE SOD UNLESS NOTED OTHERWISE.
EROSION CONTROL SEQUENCE OF
CONSTRUCTION
1. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES.
2. INSTALL CULVERT INLET PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS
AND CHECK DAMS IN ALL EXISTING DITCHES AND SWALES AS INDICATED.
3. INSTALL TEMPORARY SILT FENCE AROUND THE PERIMETER OF THE SITE AS INDICATED ON
THE EROSION & SEDIMENT CONTROL PLAN PHASE 1.
4. INSTALL SEDIMENT TRAP/BASINS AS SHOWN.
5. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. ROUGH GRADE SITE,
CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAIN SYSTEM AND INLET PROTECTION.
INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS. NO STORMWATER SHALL BE
CONVEYED TO BASINS UNTIL BASINS ARE 75% STABILIZED.
6. FINISH SLOPES UPON COMPLETION OF ROUGH GRADING. LEAVE SLIGHTLY ROUGH AND
VEGETATE AND MULCH IMMEDIATELY.
7. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL.
8. COMPLETE FINAL GRADING OF THE GROUNDS, TOPSOIL CRITICAL AREAS AND PERMANENTLY
VEGETATE, LANDSCAPE AND MULCH.
9. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS
OF A 0.5 INCH- MEASURED RAINFALL EVENT. A RAIN GAUGE SHALL BE INSTALLED TO
MEASURE RAINFALL EVENTS. REPAIR ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT
CONTROL MEASURES.
10. INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE
WITH NCDENR'S NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION
CONTROL. COPIES OF THE SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE
ROICC'S OFFICE.
11. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON
DISTURBED AREAS.
EROSION AND SEDIMENT
CONTROL NARRATIVE
THE LOT IS PARTIALLY CLEARED AND FORESTED WITH NO WETLANDS. THE SITE GRADIENT SLOPES
TOWARDS THE STREETS ON THREE SIDES. SLIGHT ROADSIDE DITCHES CARRY RUNOFF ALONG THE
ROADWAYS.
IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING
PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN.
1. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND.
2.DRIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT
ENTRANCES TO SITE INDICATED ON THE PLAN.
3.SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING IN
THE VICINITY OF SLOPES. IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT
THE CONSTRUCTION INSPECTOR'S DISCRETION.
4.MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING
WORKED. MULCH SHALL CONSIST OF AIR-DRIED STRAW AND CHIPPED SITE VEGETATION.
5.WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK -LINED DITCH MAY
BE NECESSARY TO INTERCEPT AND DIRECT WATER TO THE TEMPORARY SEDIMENT BASIN/TRAP.
6.THE DRIVEWAY WILL BE GRADED AND GRAVELED IMMEDIATELY. DISPERSION TRENCHES SHALL
BE PLACED PER FLOW CONTROL REQUIREMENTS. DISTURBED AREAS ACCEPTING SHEET FLOW FROM
THE DRIVEWAY AND/OR PARKING WILL BE SEEDED AND MULCHED.
7.CULVERT INLET (CIP) AND INLET PROTECTION (IP) SHALL BE PLACED ON THE INSTALLED DROP
INLET AND CULVERTS.
&OUTLET PROTECTION (OP) SHALL BE PLACED AT OUTLET OF ALL PIPES ON SITE.
9.CHECK DAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES.
10. DIVERSION DITCH (DD) SHALL BE INSTALLED TO DIVERT SEDIMENT -LADEN WATER TO
APPROPRIATE TRAPS OR STABLE OUTLETS.
11. TWO SKIMMER BASINS (SB) WILL BE CONSTRUCTED ON THE SITE.
a
EROSION AND SEDIMENT
CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL
(REVISED MARCH 2O09).
2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS IMMEDIATELY AFTER
FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL
STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS
WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED
FOR LONGER THAN 21 DAYS. SOIL STABILIZATION MEASURES INCLUDE
VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF
GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED
PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.
4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HOURS OF A .5 INCH RAIN EVENT. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL
MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A
COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO
ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT
SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS.
6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED
OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS
RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS
TRANSPORTED FROM THE PROJECT SITE.
7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST
INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL
DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC.
8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT
PROPERTIES, WETLANDS, INFILTRATION BASINS, WATERWAYS OR THE STORM
DRAINAGE SYSTEM.
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF
ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING
AUTHORITY.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE
REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION
IS COMPLETE. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS.
TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED.
11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS
SHALL BE REMOVED. RESPONSIBLE MAINTENANCE CONTACT: ROICC
12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW
PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY
TO AN APPROVED LANDFILL.
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EPROJECT NO.: 79M
CONSTR. NHHm--111-1m
NAVFAC ORAWINC NC_
12671435
SHE-- 11 of 19
C-601
J
C
11
9
2 ' 3
0
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TOP AND BOTTOM STRAND -
SHALL BE 10 GAUGE MIN.
WIRE
�- - 8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE�GAUGE MIN.
14
FILTER FABRIC
NOTES
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
PROVIDE 5'-0" STEEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE.
ANGLE STEEL TYPE.
2
GRID MAX SPACING OF IE
FILTER FABRIC
---_�
COMPACTED FILL
-\
III- ITEE_-
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EXTENSION
OF FABRIC AND
WIRE INTO
TRENCH
TEMPORARY SEDIMENT FENCE
NTS
w
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OF COARSE AGGREGATE CDCD
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NOTE: LOCATION OF v 00 O MAINTENANCE:
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EDGE OF EXISTING ROADWAY PAVEMENT
TEMPORARY CONSTRUCTION ENTRANCE
NTS
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ORANGE, UV RESISTANT _N
HIGH TENSILE STRENGTH C'
POLYETHYLENE LAMINAR wp
BARRICADE FABRIC w
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ATTACH SIGN �w
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4'-0" O.C.
MINIMUM
TREE PROTECTI
NTS
NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
PROTECTED BY FENCING, AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
ON PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
OF ONE EVERY 300 FEET. THE SIZE OF EACH
SIGN MUST BE A MINIMUM OF 2' x 2' AND BE
VISIBLE FROM BOTH SIDES OF THE FENCE.
THE SIGN MUST CONTAIN THE FOLLOWING
LANGUAGE IN BOTH ENGLISH & SPANISH:
"TREE PROTECTION ZONE, KEEP OUT".
3. THERE SHALL BE NO STORAGE OF MATERIAL
WITHIN THE BOUNDARIES OF THE TREE PROTECTION
FENCING.
4. TREE PROTECTION FENCING SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
4'-0"
7Ib1
2'-0" MIN.
.s/LF STEEL POST
ON FENCE
RIP -RAP
A
F f
L1
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COMPACTED SOIL
CROSS SECTIONAL VIEW
5
1'-6
MINIMUM
MAINTENANCE:
PERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WATER AND AFTER EVERY HEAVY
RAINFALL FOR EROSION DAMAGE. IMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND
REPAIR THE DIKE. CHECK OUTLET AREAS, AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY
RIGHT-OF-WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL THE
CHANNEL TO BLEND WITH THE NATURAL GROUND, AND APPROPRIATELY STABILIZE THE
DISTURBED AREA.
TEMPORARY DIVERSION
CC5
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FLARED END SECTION PLAN
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GREATER THAN 1/2".
RIP -RAP 2. IMMEDIATELY MAKE ALL NEEDED
SECTION 3-13 REPAIRS.
OUTLET PROTECTION STABILIZATION STRUCTURE (OP)
1D RIP
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MIN. 3D
D-
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JUL i i 2014 u
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CONSTR. CONTR.
H-HHH-4-HH
N'VE4,, DRAWIN¢^. NC,,
12671436
b"Ll 12 u- 19
C-602
1 ' 2
3
4 ' 5
ORMFDFM REN9gN: 10 MARCH 2OO9

GRAVEL PARKING
1.5%
I 2
USE SAND BASED SOD
FOR BOTTOM OF BASIN
8' � 54.5
1.OYR ..STORM
3 II
F� 27'
DO NOT COMPACT INSITU SOILS
8' —
MIN. 1 /4"
4" TOPSOIL
SCARIFY BOTTOM WITH BACKHOE TEETH
CROSS SECTION "A -A" - FOREBAY
U I NTS
RIM = 53.80
RIM
A=36"
B=24"
PLACE HEAVY GALVANIZED -
HARDWARE CLOTH ALONG
FACE AND BOTTOM OF STONE
SHWT = 45.5 IN BMP
6" ORIFICE
INV = 51.55-
Lo
INV = 51.55-
— MODIFIED TRAFFIC BEARING DROP INLET (NCDOT 840.35)
CAST IRON GRATE
'X1'X12" #57 STONE
12" /-B
24"—/
\\ 6., DIA. HOLE
WITH HEAVY
9 GALV. HARWARE
CLOTH
12" #57 STONE 1'_O"
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4'-6"
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0 0STRUCTURE 1
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—'! '—' '—V \100YR STORM = 54.18 �r
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-i I 2.5 X 3.68" STORM STORAGE ELEV. 53.75
4 5
— GRAVEL LOT —
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TYPE IV GEOTEXTILE FABRIC
GRAVEL SURFACE
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GRAVEL PAVEMENT
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MATERIAL, CRUSHED CONCRETE IN ACCORDANCE
tNITH NCOOT STANDARDS. COMPACTED TO
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FASTM D 1557).
COMPACTED SUBGRADE
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GRAVEL PARKING LOT SECTION
uJ NTS
51.55 SIDE VIEW
Al SECTION - INFILTRATION BASIN
NTS
1 ' 2
NOTES:
1, THE INFILTRATION BASIN BOTTOM SHALL
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BASIN SIDE SLOPES AND BERM SHALL BE
SODDED.
2. THE BOTTOM SHALL BE OVEREXCAVATED
6" AND BACKFILLED WITH ASTM C33
SAND TO THE BOTTOM ELEVATION
SPECIFIED.
3. IF HARDPAN OR OTHER UNSUITABLE SOILS
ARE ENCOUNTERED, OVEREXCAVATE THE
BOTTOM A MINIMUM OF 2' AND BACKFILL
WITH ENGINEER APPROVED SANDY SOIL
MATERIAL.
4. THE BASIN MAY NOT BE USED AS A
SEDIMENT TRAP, UNLESS SPECIFICALLY
NOTED
5. SEE NOTES ON PLAN SHEETS FOR
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3
1 1/2" 0 GALV.
STEEL POST
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11�11.=
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6"
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NOTE: ALL SIGNS SHALL BE
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5"
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TOP OF REINFORCING
BAR FLUSH WITH TOP
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12"DIA
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* USE 6" DIAMETER FOR DUMPSTER EG' E I1,i1E
PAD ENCLOSURE AUG 2 1 2014
BY:
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796558
CONS # NO.
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12671439
SHEET 15
OF 19
C-701
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STORMWATER AND EROSION CONTROL
RESERVE TRAINING FACILITY
CAMP LeJEUNE
•'
■
NAVFAC
ONSLOW COUNTY, NORTH CAROLINA
MARCH, 2006
127 Racine Drive, Suite 202
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
SHEET INDEX
SHEET #
G001
CS101
CG101
CG102
CG103
CG501
DESCRIPTION
COVER
EXISTING
SITE
CONDITIONS
GRADING
PLAN
EROSION
AN;;
SEDIMENT
EROSION
AND
SEDIMENT NOTES
EROSION
AND
SEDIMENT DETAILS
AP� OVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVIS_ ION OF�WA ER QUA ICY
van lcs5
-VMMU
APR 1 7 2006 I�ter,
ISSUED FOR PERMITS
NOT RELEASED FOR CONSTRUCTION

t
VICINITY MAP -NTS
TOPOGRAPHIC BOUNDARY SURVEY
OF AREA LOCATED ON
CAMP LE'JEUNE
(MARINE RESERVE TRAINING FACILITY) BRICK MONUMENT GRAVEL ROAD Y Y ,
NEAR CITY OF JACKSONVILLE
STATE OF NORTH CAROLINA EDGE OF'`TREE LINE '
-
QL
--------------17.8------- -----
OP6--------- TO BE REMOVEDBY OTHERS tl `------------
(� RR130
/ __-------- 1 PRESSURE
�� % 11 REDUCING VALVE
-------17.2---
,,
cp
JI
1 + , 1 1 T 1 � % ♦ ♦
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--- CONCRETt MONUMENT
N-94055.42
E-75186b.42
' ELEV. 116.95 [55.61 ]
------------ - 8 PROTECT IN �LACE �
CUT OVER FORESTRY AREA
LEGEND:
LIGHT POLE
PP POWER POLE
wv
D4 WATER VALVE
WM WATER METER
SDMH STORM DRAIN MANHOLE ' \
❑ CB CATCH BASIN
OS SSMH SANITARY SEWER MANHOLE --- ------------- CAULE BOXGV
'
/ r
GV GAS VALVE
® MH MANHOLE \ ,'--'-'""
p RCP REINFORCED CONCRETE PIPE
I.E. INVERT ELEVATION
FIRE HYDRANT
__ _--' TO BE REIVIPVL
_-` ,
BY 6THER5
0 CP CALCULATED POINT
0 IPS IRON PIN SET ( 5/8" REBAR)
0 IPF IRON PIN FOUND
— EOH — ELECTRIC OVERHEAD _174-
— EUG — ELECTRIC UNDER GROUND �` i 'XR7'
— SS— SANITARY SEWER LINE ' ` ` ,GUARD IiOUS
— W — WATER LINE �`� ,�' I _
— gI — GAS LINE `` -'-- - 1 _
TOH — TELEPHONE OVERHEAD --17.2 -♦'' '^
0 — CHAIN LINK FENCE ♦ - ; ,
�- GUY ANCHOR - . .'""-------------_\ ,-1
ro
T.B.M. TEMPORARY BENCHMARK
0 C.O. CLEANOUT
TMS TAX MAP SHEET
CMP CORRUGATED METAL PIPE
(M) MEASURED
(R) RECORD
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NO WETLANDS PRESENT ON SITE
----- -_USMC SURVEY DISC L2
N-94007.41
E-751884.41
ELEV. 16.37 [53.71']
NOTE. AREA SURVEYED SCALED FROM PROPOSED SITE PLAN
UTILITIES SHOWN ON THIS SURVEY WAS OBTAINED FROM SITE
DEVELOPMENT CONCEPT P045 RESERVE TRAINING CENTER
ISTONE BAY RIFLE RANGE MCB CAMP LEJEUNE, NC, AS
PREPARED BY C. ALLAN BAMFORTH, JR., PROVIDED IN RFP.
FREELAND - CUNKSCALES
& ASSOCIA TES, INC
ENGINEERS * LAND SURVEYORS
201 2nd AVE. EAST
HENDERSONWLLE, N.C. 28739
[phone]
Fax [phone]
Eustis, FL J2726
(352) J57-0415
REF PLAT BOOK
SEE NOTES
REF. DEED BOOK
**
TAX MAP
**
PARTY CHIEF
DPP
DRAWN
JDA
DATE
DECEMBER 26, 2005
DWG.NO.
H25306
Sm 1
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FOR OXAW RfR M%FAC
DATE
DES
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SPEC- NO. 05-05-5021
CONSTR. CONTR. NO
SHEET OF
CS101

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MEET AND MATCH / \
OROJEPT BOUNDARY/FENCE 49.45M EXISTING PAVEMENT \
/ - / MEET AND MATCH (162.2) /
/ BYPASS OVERFLOW W)JR ELEV. 16.6 I / \
MENf TC173g
TERRACON TEST 012406
/ 16.80 17.00 1 �20 17_40 . 17.50 TC A / -----------------
-- ---- --- 5'---------------- - - -- Jg --- -- --- -- -- --- -- L --- -- -- --- - - -------- - - ----- -- D
-------------------- r
MIN. C 20.0 -
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(2% S OP / 1 �1� \ \ �� - - - - - �71 `� (65.62)
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NOTE; W /
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� � F.F.E. = 18.4 � ALL SIDE SLOPE OF INFI TRATION BASIN ARE TO BE NO
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I
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/ ) I ( \ \ / I �'`� N-94007.41
\ �____ INFILTRATION BASIN #3 `�6 2M WI E CURB/ CUT
\ I I \ E-751884.41
�Q4_ , _ \ \ I I I I / / ! / ELEV. '16.37 [53.71']
VINCENT LEWIS TEST 030706
\ / \ 17.2-
WP
�17.0-/ \^- ���/
APR 2 6 2006
/-----16.6---- ---
1
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N62470-05-R-5021
NAVFAC DRAWING NO.
SHEET OF
-
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II

-- ---5
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DIVERSION DITCH \ \ \
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TEMPORARY
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SCALE: 1:400
ILEA
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LIMITS OF CONSTRUCTION —LOC—
CATCH BASIN ■
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY SILT TRAP ED
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CONSTR. CONTR. NO.
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NAVFAC DRAWING NO
SHEET OF
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URAWFORY RUMM 01 AUUW 2W4
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STAG 1 CONSTRUCTION SEQUENCE
1. ESTABLISH LIMITS OF CONSTRUCTION.
2. INSTALL SILT FENCE AS SHOWN ON PLANS.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON PLANS.
CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL
FINAL SUBGRADE IS ESTABLISHED. IF DIRT/MUD ON THE ROAD
BECOMES AND ISSUE, THEN A WASHRACK WILL NEED TO BE INSTALLED.
4. BEGIN CLEARING AND GRUBBING WITHIN LIMITS.
5. INSTALL INFILTRATION BASINS, PERMANENT OULET SWALES AND
TEMPORARY SEEDING.
6. STRIP 150 [6'1 OF TOPSOIL.
STAG 2 CONSTRUCTION SEQUENCE
1. ONCE PARKING AREAS ARE PAVED, SILT FENCE AND TEMPORARY
SEDIMENT TRAPS CAN BE REMOVED.
2. INSTALL PERMANENT SWALES AND CURB CUTS.
3. INSTALL PERMANENT SEEDING.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 75 [3'1 DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTRANCE AREA TO 150 [6R] DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE
B UNIFORMLY AND MIX WITH SOIL (SEE BELLOW).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 100 TO 150 [4" TO 61 DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
0
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPER PHOSPHATE - 500 LBS/ACRE (20%)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL
1 1 2
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE NCDENR DLQ EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 7.40 ACRES.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE NCDENER DLQ EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED
SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN
30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE NCDENER DLQ ENGINEERING
DEPARTMENT.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD
INSPECTOR, ENGINEER, AND OWNER.
7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30
DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED
UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL
OFFICER.
8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND
REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES ABOUT 150 [61 DEEP AT THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
5• GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE
ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 50 [2R
OF #4 STONE TO MAINTAIN 150 [61 DEPTH.
3
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING
AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO
GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING
WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO
THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS
INDICATED ON THE PLAN.
PERMANENT SEEDING
MOUNT/OF
ME
GRASS TYPE
1000 S.F.
SI EDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
JUNE THRU AUG.
FEB. THRU OCT.
25 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
TEMPORARY SEEDING
GRASS TYPE
1000 NS.F.
OF
SIE DING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
il
5
MAR 0 8 2006
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STORM = 16.57 (54.39]
PVC SEDIMENT MEASURING
TOP OF DAM = 16.6 [54.5]
SEDIMENT C ING ELEVATION 16.15 [53]
1
D ELEVATION 16 [52.5]
SHWT ELEVATION 15.25 [50.0]
100 [4-] CLEAN SAND
INFILTRATION RATE = 38.10 [1.5-] PER HOUR
INFILTRATION BASIN #1 SECTION
NOT'TO SCALE
NOTES:
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114.3 [4.5-] STORM = 16.96 (55.67]
PVC SEDIMENT MEASURING DEVICE
TOP OF DAM = 17.0 [55.7]
:n SEDIMENT C ING ELEVATION 16.45 [54]
LEVATION 16.29 (53.451
SHWT ELEVATION 15.55 [51.0]
100 [4-] CLEAN SAN
INFILTRATION RATE = 38.10 [1.51 PER HOUR
INFILTRATION BASIN #2 SECTION
wore acAI.E
:::. .
7.6M [25'] OR WIDTH
... ...........:::: •.... • OF PROPOSED
..................... :::i :::::;E{:::::: STREET, WHICHEVER
......... • :::::::• ......:::• .. ;s.::: IS GREATER
PLAN 15.2M 50' MIN.
4.5M (15'] R
N 5 SECTION//// EOTEXTILE FABRIC
IDES PEE
to 1 �AX5
A. COARSE AGGREGATE (51-76. 2--3.1 STONE) SHALL BE USED. PAD TO BE 15MLX9MWX152D [50'L X 3O'W X 6"D] MIN.
PLACE A MINIMUM OF 76 3 OF STONE IN A CUT SECTION TO HELP SECURE FILTER CLOTH.
B. TURNING RADIUS SUFFICIE 0 ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
C. ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW
OF MUD ONTO STREETS. PERIODIC TOP DRESSING MAY BE NECESSARY.
E. TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINING ROADWAY.
C}OM-PA-CT�ED
I I
- ST7A�-B�ILIZE DIVERSION DITCH
CROSS SECTION AND EWeE, NAMN$FFODING
NETTING ��KK
UPSLOPE�POSITIVE GRADE 1.0% MAX.
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FILL SLOPE
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1.
2.
3.
4.
GUIDELWES FOR TEMPORARY SILT FENCE
NOT TD SCALE
PLACE STABILIZATION
FABRIC JUTE MATTING
OR EQUAL
15�
I'r 5.0' f
BRASS LINED SWALE #1
SLOPE
FABRIC SKIRT
THE ENGINEER
PLACE STABILIZATION
FABRIC JUTE MATTING
OR EQUAL
y
5 .4, .1 7 5
Ir 15.0'
GRASS LINED SWALE #2
STORM = 16.57 (54.451
PVC SEDIMENT MEASURING DEVICE
1 SEDIMENT
TOP OF DAM 16.6 [54.51
ELEVATION 16.15 [53)
SHWT ELEVATION 15.25 [50.0]
100 [41 CLEAN SAN
INFILTRATION RATE = 38.10 [1.5' PER HOUR
INFILTRATION BASIN # 3 SECTION
NOT70 SCALE
BOUNDARY \
50' VEGATATIVE
FILTER
I
v. - - - - - - -
TRAPEZOID SWALE-JBYPASS WEIR -
VEGETATIVE FILTER DETAIL
NOT TO SCALE
PLAN VIEW
TOP LENGTH 5' MIN r1.5
1800 CU FT/ ACRE
5' MAX.
CROSS SECTION \
EXTEND TRAILING SECTION OF ROCK AS REQUIRED
TO ACHIEVE STABLE CONDITIONS.
STONE SECTION
ROCK USED FOR OUTLET TO BE A WELL -GRADED MIXTURE OF STONE WITH A d-50 SIZE OF
9 INCHES (CLASS B EROSION CONTROL STONE) AND A MAXIMUM STONE SIZE OF 14-INCHES.
Reserve Training Facility & VehicleMaintenance Facility
Temporary Sediment Trap MAX 5AC
Rational Method Calculations Q=CiA
Trap Ffficiencyfor 75%: Surface Area (sq fl.)=(peak flow)(0.01)(43560)
TrapEfficiency
Dimensions
Prosided
stor a
Weir sized
for area
Min
Weir
len th
T:2p]
Disturbed
area ac
Total
drainage
area ac
Trap
sized
for area
Required
stor a
C
Coefficient
1
blensi
Q
2- ear Bow
Required
Surface Area of
Tra s fl:
Hei ht
A�crage
widti►
A�lerage
len th
Provided
Surface Area
s 1l
Bottom
width
Bottom
le th
To p
width
To p
le th
ST#1
4.50 ac
4.50 ac
4.50 ac
8,100 cf
0.60
5.03
13.58
5916
2.0'
45'
90,
8912
13,586 cf
4.50 ac
10
ST#2
2.21 ac
2.21 ac
2.21 ac
3,980 cf
0.60
5.03
6.67
2905
2.9
51'
102'
11,657
21,612 cf
2.21 ac
6
ST#3
0.43 ac
0.43 ac
0.43 ac
770 cf
0.60
5.03
1.30
565
2.0'
43'
86'
2211
41'
84'
45'
88'
3,046 cf
0.43 ac
6
* Infiltration basins will be constructed to be used at temporary sediment traps
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
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05-05-502
CONSTR. CONTR. NO.
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