SW8081113_APPROVED PLANS_20090407

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8�3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
loot° ogol
YYYYMMDD

I
3
Q
I
N
7
6
9 10
11 12 13 1# 15 16
A
G
D
E
F
J
2
L
IN
N.
I
Q
r
JAIKSONAU
E
PROJECT
'nn1
8
g
SITE
GE,
U
a
z
KNOX
rARAWA TERR
kCE
_..
------
-------------
--------'------
--
a
Tr. PARK
e I
PARK
��AREA-0
GURf6
ACUp
MONTF
^' COO
POINT
OBPRpd�
MARINE
AIR STATION
CORPS
etva
N
a
MANOR BERKELIX
MANOR
an
8
P
WA A(
POI
'�
BASE
ARY
AREA
LAN
FILL
2
(8872
RACE
COURSE
AREA
tb
4
ce
BILLE
'l ��
'An
—_—
AREA
—"v,—
PaNr
AREA
«PpO
ORE
K LANDFILL
--
JA"E
—
_ —
i
A
Qa�
L
�
Cl
Rr
Min
AA
NE
V
--
----
m
----- ---
aeev
�
RHODES
70
D
@
POINT
AREA
RAGS
COMBAT
ENGINEER
e< ANTI-TANK
STOCKADE
RANGE
Pa
waxre
PoFLE
RANGE
AMpwMAN
BABE
�
ENGINEER
r'etllr
�Q
Fk
,w
--
BEACH
— --- AREA __.- � V
�p
/
.p
o
0
,
RT.
"O
A%\G
P
2000 0 4000
QCAI C IAI CCCT
LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.
TELECOM BUILDING - WWB
MARINE CORPS BASE,
CAMP LEJEUNE, NORTH CAROLINA
7 27
Words Comer
r,=- ..
70
Acme
Leiind
Pink
Hill
Burgaw
Dover
New Sam
Tuscarora \\ L� �Q-
NF(iy���, % Q�
Trenton OAK GROVE
., n �J
Richlands
RR Y POINTO
J v�
eaulon
Morehead City
ry awwnswn. N
Verona G
O
Dixon CAMP LEJUENE
Folkslone
Hal Ridge
6
J�
/,./Hampstead
Scott's Hi P
i
5 0 10 15 20
Q
SCALE IN MILES
VICINITY MAP -CAMP LEJEUNE, N.C.
INDEX OF SHEETS
SHEET NO.
0400
DESCRIPTION
19YERAEE 61% I4d4N
1 191
64 402
nweRA' rvlt ING Gwu
DITIONS
BAi111AGKOs SITS PhAll
BARPAGKS QPAPING I
61 10a
EROSION CONTROL DETAILS
C1-108
C1-109
SITE DETAILS
C1-111
SITE DETAILS
C2-101
TELE EXCHANGE SITE PLAN
C2-102
TELE EXCHANGE GRADING PLAN
nnr_S►IWA* 1 A*QWT.P .
1RCGl1IWA V 1 A*G T. ^-• A G•
leV l AVn11T DI Awl
to 404
Ca 1
r1.4 n-2
Ca 404
GR=111i,
^ftGGPIWA* PROF166
GREENW/4Y PR9FI6E
6RF_ENWAi* PRGFI6E
INFILTRATION BASIN & FLOW SPLITTER DETAILS
Ga 406
G8 406
C3-107
15 TOTAL SHEETS (7 INCLUDING COVER SHEET)
CONTACT PERSON RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL MEASURES:
DAVID BALOG
910-451-014, O eI 113
910-546-4450 (CELL) APPROVED
RECEIVING WATERS: NORTHEAST CREEK
STREAM CLASSIFICATION: SC;NSW NORTH !NENVIRONMENTAL
T
MANAAGEMGSM ENT COMMISSION
SITE SOILS: ONLSLOW LOAMY FINE SAND (ON) DIVISION OF WATER QUALITY
OCTOBER 30,

w
0
1 1 2 3 4 5
TEMPORARY ROCK SILT CHECK TYPE "B" � SILT BASIN TYPE'B' 4 DITCH DETAILS �
EarthTech
TSCALE: NTS SCALE: NTS SCALE: NTS
TOP OF DITCH SLOPE
EMP, STONE
DITCH CHECK
NOTE& TEMPORARY DIVERSION DIKE PERMANENT DIVERSION DITCH
BASE OF DITCH FOR -V- DITC IN FILL SECTION IN FILL SECTION
STRUCTURAL STONE SHALL BE STONE FOR EROSION >
CONTROL CLASS "B". Z' (GRASS LINED SWALE) (GRASS LINED SWALE)
D
::�_�EDGE OF PAVEMENT THE ENGINEER MAY DIRECT THE OPTION OF
CLASS A STONE FOR SITES HAVING LESS THAN D-0.5'(MIN) D-0.5'(MIN)
ONE (1) ACRE DRAINAGE AREA AND A DITCH
�tGOQ GRADE LESS THAN 3%. 69'% J•7 ST. 3•I
Oy
STRUCTURAL STONE _ - O'4 •, 0
SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57 a="
SLOPE STONE. SEDIMENT CONTROL STONE SHALL BE USED AS GRIOUIND 0'-T BASE R GR'ou'ND o7' '
2 BASE
\ DIRECTED BY THE ENGINEER. PROPOSED PROPOSED
\ BASE OF DITCH MR FLIT >FINISH ( Not t0 Scale) GRADE ( Not t0 Scale) FINISHED AE
ISOMETRIC VIEW BOTTOM DITCH
TEMPORARY DIVERSION DIKE PERMANENT DIVERSION DITCH
1`Mw. r NATURAL GROUND - IN CUT SECTION IN CUT SECTION
�E A L e PLAN TOP OF DITCH SLOPE (GRASS LINED SWALE) (GRASS LINED SWALE)
L- THE DISTANCE SUCH THAT POINTS D` '(MIN) D•0.5'(MIN)
A AND 8 ARE OF EQUAL ELEVATION TOP OF DITCH SLOPE EXISTING �
CROSS SECTION rlll_��dIIIM
? GROUND GROUND•,I,WON
VEE DITCH CHECK DAM SPACING IN CHANNELIIIII IIII 1-1 I I I I-1I I 111=1 I I I I -1 I I I I I-1 I I I I= I I I I I I- III I I II -III (I I= I I I II �p�o' �' BASE PROPOSED FINISHED �p� PROPOSED FINISHED ,
E GRADE 2 BASE GRADE
BASE OF DITCH '
BASE OF DITCH FLOW LINE LENGTH IN. FEET EQUALS TWICE THE WIDTH ( Not to Scale) ( Not to JCGIB)
T MNJ NATURAL GROUND SEDIMENT 12"MINAD F. MINIMUM � BASE OF DITCH ROW LINE ����9�+RN.
-- -- - ------------- I11110IIIIII=1III 1=IIIIII=IIIII (IIII-IIII 1=11111=11111=111111
FLOVF�
CAgO�
iV
gILT�B/L�SIN E .B" ' Z4 WIRE MESH �O•QaFessT°a'.y9
CROSS SECTION - - - - ' 2" THICK SEDIMENT
TRAPEZOIDAL DITCH CONTROL STONE ( I I I I =IIII= I= 11= =11111 SEAL
C ELEVATION VIEW
ELEVATION ,
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 2 TEMPORARY SILT FENCE �o.�'Q ':. DamFf
SCALE: NTS SCALE: NTS S
-8 MAX. WITH WIRE
A o .. p. p A "IN MD�I
I (6' MAX. WITHOUT WIRE) Q. ,
o Q
O ' Acvwy - sawxw To
MIDDLE AND VERTICAL WIRES Q MrRo+® S
NOTES: SHALL BE 12A GWCE MIN.
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TOP AND BOTTOM STRAND C
SHALL BE PROVIDED. U '
SHALL BE 10 GAUGE MIN. � p• • ,o• • ,o• � Rxcawm+ WOE
2. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES, DES
. U • Q CHK DC
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT DESIGNER
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. L, V
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. a O . ' d a O . ' p . , • o O. O REVIEWED By
WIRE FILTER FABRIC Q' • ' Q' • ' x
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE MAXIMUM POST SPACING 4 FT. FIRE PROTECTION
CLEANED UP IMMEDIATELY. FILTER FABRIC
CLASS 'A' STONE 5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT NOTES; COMPACTED FILL BRANCH MANAGER
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
8 IN. MIN. DEPTH �� FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE 1 • WIRE SHALL BE A MINIMUM OF 32" DESIGN owEcroR
MUST BE PROVIDED. MI WIDTH AND SHALL HAVE A _ o
�� MINIMUM OF 6 LINE WIRES WITH 12" - y i - - - � * � � Z
B '� STAY SPACING, _TI LTTT 8• I _� -T I f 2 Z
2. FILTER FABRIC SHALL BE A MINIMUM III-1 I I I I' III 0
OF 36" IN WIDTH AND SHALL BE + " U LLl O
FASTENED ADEQUATELY TO THE WIRE STEEL POST - 2'-O" DEPTH 1 2 NOTE Z E 1)
USE N0. 5 OR N0. 57 STONE W $ � Q
NEW CONSTRUCTION AS DIRECTED BY THE ENGINEER. 4 2' rc rc W J
3• STEEL POST SHALL BE 5'-0" IN
XISTII� HEIGHT AND BE OF THE - -' _ , _ _ _ FOR
USESEDIMENT
GAUGEOMINIMUM WIRE uj
2L. J N
0AD 70' MIN 30 SELF -FASTENER ANGLE STEEL TYPE.
W EXTENSION OF FABRIC AND
g, Ip WIRE INTO TRENCH SEDIMENT 114" MESH HARDWARE CLOTH WITH 13 < Q J
MIN _ MIN CONTROL STONE �� 2' WIRE MESH 1/4 INCH MESH OPENINGS. v m ►-
1 -6 PLACE TOP OF WIRE MESH U w
�k A MINIMUM OF ONE FOOT BELOW z Q
ZIr ILTER FABRIC UNDER STONE TEMPORARY SEDIMENT TRAP THE SHOULDER OR ANY g O
SCALE: NTS 6 DIVERSION POINT. Q
STRUCTURAL STOW INSTALL WIRE MESH UNDER C_
5 MIN AVERAGE BOX O
L, �� r---•i + SEDIMENT CONTROL STONE.
coNIRo1 STONE DIMENSION VARIABLE USE 5 STEEL POST, INSTALLED U
?°. = 6' MAX. 2' FILTERED 1 .5' DEEP MINIMUM, AND Q
WATER OF THE SELF -FASTENER LL W Z
�: a :B�'.`L..' Jdp. 3ai: b•4;2O.`-i P,
' . co
T REQUIRED OUTLET PROTECTION DIMENSIONS ° SECTION A -A ANGLE STEEL TYPE. Q w Q O
___ _. _ PROFILE SECTION SPACE POST A MAXIMUM z Lo Z N
- O' GRAVEL FL+tK
OR FILTER FABRIC
OUTLETDRAINAGE
Do
3DO
La
W
T
RIP -RAP
AREA *FEIR
1A) ��
OF 4` .
m
SECTION A -A
STRUCTURE
NUMBER
(In.)
Ift.)
(ft.)
(ft.)
(In.)
CLASS
STRUMRAL STONE FILL 6'
DESIGN FDR SETDiMENr
%�
""�S.W
1 4.0
3 80
• ,D0
�
MULTI -DIRECTIONAL FLOW
Q
2
W
Q
w
I
IS
4
T
T
a
B
2 _
IB
5
B
8
8 --
B
k .4
je j A _ . _
5 12.0
l �)
°' A rt. "�"8;a EROENCY 8Y-PASS 6'
LL
U
2,;8�b��'„3'O, °EIAW SETTLED TOP OF DAM
O
AA
WEIR LENGTH
W H
LLI W
Z
A-
FOR POOR DEFINED DHANNEIS NATURAL GROUND
U
M
Q W
_en
1. LNOT�IS THE LENGTH OF THE RIPRAP APRON.
CROSS sEcnC4J
c 2
CODE ID NO
e0091
SIZE
D
2. THE DOWNSTREAM MOTH OF THE APRON IS EQUAL TO 3Do+0.4L0
NOTES;
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
1. STRUCTURAL STONE SHALL BE STONE FOR EROSION CONTROL CLASS "B"
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE.
4. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
3. DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF THE TRAP AREA. A TOTAL
PLAN VIEW BANKS TO AN ELEVATION OF 6' ABOVE MAXIMUM TAILWATER DEPTH
SEDIMENT STORAGE VOLUME OF 1800• CUBIC FEET PER ACRE OF DISTURBED AREA
OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
SHOULD BE PROVIDED, SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY
OTHER UP OR DOWNSTREAM CONTROLS,
4. AN UNDERLAY OF STRUCTURAL STONE WITH FILTER FABRIC MAY BE REQUIRED BY
OUTLET STABILIZATION
THE ENGINEER,
3
SCALE: NTS
TEMPORARY SEDIMENT TRAP SCHEDULE
BASIN NO.
DRAINAGE
AREA
ACRES
DISTURBED
AREA
ACRES
Q70
CFS
BASIN DIMENSIOVOL.
Z
REQUIRED
C
REQUIRED
SURFACE
AREA
TST#1
1.21
1.21
5.9
36.0
X
72.0 X
4356
4896
2556
TST#2
1.36
1.36
6.6
38.0
X
76.0 X
2873
TST#3
0.99
0.99
4.8
33.0
X
8 ..0 X
3564
2092
TST#4
4.2
2.5
17.1
61.0
X
122.0 X
3.50
111111111M 9000
7437
SCAIL: NTS
MA16MO NO.
.roe ORDER NO. 5A2660
Ste• NO, 08P1227
CONSTR. CONTR. NO,
N40085-08-R-1428
N/AIAC DRAWING NO.
12525052
s"eu 12 of 256
C1-108
1
1
2
3
4
IRMW M IMMOM 07 F W W MO!
C
C
B

1 2 3 4 5
4" 24'-4" EarthTech
r [4" CONCRETE PAVEMENT
FINISHED GRADE °----------/4' / FT (UNLESSW °O O O O O3TYPTHERWISE SHOWN) PIPE DDIA MAXIMUM �6" DIA PIPE
4: If If III A OD A 60 I 1'-g" BOLLARD, TYP
1
6x6 W2xW2 WELDED 6' TO IS' 8' co Lu
WIRE FABRIC 16" TO 21" 10" co d
D no oni 24' TO 30, 12" Jo
VARIES BEDDING 33" TO 42' 15'
CONCRETE WALK SECTION THICKNESS 48' & LARGER 18" — — — — — — — — - —
i
MAXIMUM TRENCH WIDTH 'W"
R ; TAKEN AT TOP OF PIPE
" D ' • D' • D ' • D ' • ' D ' ; NOTE: PROVIDE BEDDING IN ACCORDANCE WITH
-=
THE SPECIFICATIONS. �,`�,
CONTRACTION JOINT
JOINT SEALER STANDARD PIPE TRENCH WIDTH
CONFORMING TO 1 0 (2) 11'-0"
ASTM 0 1850 OR SCALE: NTS WIDE X 7'-0"
FED. SPEC. SS-S-1401 HIGH GATES
D D D
D D D
D .• D ,• D
P......
PREMOULDED EXPANSION FRONT — — — — — — — — — — — — — — — Q SEAL 9�
C JOINT FILLER CONFORMING 02839
TO ASTM D1751 OR D1752 CONCRETE
WHEEL STOP
• 4' MIN 4' MIN
EXPANSION JOINT 6' 6' 3' VARIES 2' VAPIFC L L L
&aalm By
ASPHALT PARKNO LOT O GRASS lANDSM 4• CONCRETE 4:! ,y�. 4• 1Yx TIE TO MISTING GRADE
30.5R SLOPE AREA
0 4.5X SLOPE SIDEWALK GRASS SHOULDER
TYPICAL CONCRETE WALK DETAILS $ `Z• ��" ° °'• PER `°� ° 5� �°� GRASS DUMPSTER PAD DETAIL 14WE
SCALE: NTS SCALE: %"=i'-0" AAvssl®
PARKING LOT PERIMETER 1 1 ACAMT- SWAM W
SCALE: NTS ANYN® WE
SIDE :j RIR comwm BI wic
ELEVATIONS DEs SPG CDR SPG
ROtFILLER
DUND CONIC. SCALE: 1/4" = 1'-0" cm JBJ oc JBJ
DESIGNER
C REVIEWED BY
PAINT SAFETY YE`LOW AS oc
DIRECTED BY CONTRACTING OFFICER
PLAN �/�
TIRE PROTECTION
8'm STEEL PIPE 0O BRAWH MANAGER
o FILLED W/CONCRETE BRICK ROWLOCK END COLUMN °�" DIRIVIoR
GROUT HOLE FULL ih MITERED CAP o a
BITUMINOUS JOINT
I " 6%z' BEYOND ? Z
2 4 6/ HOLE FOR%z' STD. PIPE OR Q1 (GONG. � � Z
DIAM. REINF. ROD
- PAVEMENT ONLY) BRICK VENEER u Li Z B
-N OPTIONAL I'x3' HOLE) — 0
I �2' MAX. ;; +. +. ; z_ o
N N z 5 /2 " " Z w J
CLEARANCE D :• 8 CMU 6 -0 HIGH 6 o
+ .D
FINISHED GRADE z Z Lj
e' 8PRpp NNppGGE DRAINAGE _ # _ OR PAVEMENT BONLARD,ETYPLFORP6.E a Q
E�ING OPENING 2 3 2 3 b ' `+: �, '. ' HORIZONTAL JOINT
(MIN.) III -0 2'-0' (MIN.) I'-0" 2'-0' (MIN.) I'-0 %' TOOLED EDGE (TYP.) „
SEE CIVIL DRAWINGS m
END VIEWS SECTION c CONCRETE REINFORCING AT 16 ° FOR DETAIL P' U
7'-0' (MIN.) �+ + FOUNDATION O/C VERTICAL V
iv B'-O' (MAX.) °
+ '• #5 REBAR VERTICAL 00 0 g 0 V)
1/2" STD PIPE ORY4' REINF. RODA ' . JOINT REINFORCING AT VINYL COVERED STEEL J
SHALL BE PLACED PRIOR TO SURFACING 32" O/C HORIZONTAL FENCE POSTS AND GATES Q W
OR IN A HOLE DRILLED IN THE PIPE GUARD DETAIL
FINISHED SURFACE WITH A TIGHT Q
MIETHOD OBTAINED
BY DR DRIVEN TOPRO THE SURFACING SCALE: NTS 1 Q Q �
ELEVATION NOTE: STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.) LLJ (n
& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES. Z vwi Z
EXPANSION JOINT m
APPROXIMATE FINIS SLOE (n 0
PARKING STALL 6" 2'-0" GRADE 6" CONCRETE 1 /4" FT• w
I'-O' TO EDGE WHEEL STOP CL
FINISHED GRADE TURNDOWN SLAB
OF PARKING STALL 3' RAD. ° �— o
" 00 • -- 6x6 10/10 WWF Z
A N a D -III—i I i—III—I — _ N _ a— ao
4 POROUS FILL LU
—�— < A
%' . =1 I I-1 I I— I I III III— I I-1 I a z
PAINTED STRIPES IF SHOWN ON THE i / / / % , / / / I I —I I-- UNDISTURBED SOIL OR
DRAWINGS OR REQ D BY THE SPECIFICATIONS �� �� �� �� ��^�� �� ��'` ° I I 1=� I COMPACTED FILL o _ o -III III C00E ° NO e0081 SIZE o
• I - — scus: AS SHOWN
II Id II II __ II II _
INSTALLATION PLAN NO. 5A2860 _ I -I _ I R
COMPACTED I I I= 11=111=I � I� I CONTINUOUS CONCRETE FOOTING � � I � I —I � I-1 � 1= � I im oft
SUBGRADE I I=1 I=III=1 WITH 3 #5 REBARS CONTINUOUS 11=1I —I I =I I11 SM. „0, 08P1 zzz-
-I CONSTR. CONTR. 00.
PRECAST CONCRETE WHEEL STOP DETAILS CURB AND GUTTER 13 2'-0" N400s�525053 142a
NWFAC DRAMNG N0.
o SCALE: NTS SCALE: NTS SECTION
S"m 13 or 256
SCALE: 3/4" = 1'-0"
C1-109
1 2 1 3 1 4 5ORWRIIIN 110A1gNi 07 112R.R, AM

1 1 2
I
C
0 ■
a
a
SEE SHEET C1-102
FOR BUILDING DETAILS
SE SHEET C1-103 FFE=22'
FOR NORM INFORMATION
I
21.50
1 � � �21.50
SLOPE GRASS AREA .FROM BUILDING SPOT
TO EDGE OF -PAVEMENT AT A STEADYI _ _ _ _ _ - _
SLOPE APPROXIMATELY = 0.9070
0 SLOPS GRASS AREA FROM BUILDING
21.80 TO/EDGE OF PAVEMENT AT A STEADY/
SPOT 'SLOPE APPROXIMATELY = 0.90Yi
k ,
21.60/
- I , SPOT;
21.20 21.50 21.50 21 0 1
EP 12 EP _BC
C.50 21,B0 EP
I 1�
21.2
%FC2!1.30 EP 21.30 'I
Fc
20.90 / SLOPES WITHIN HANDICAP PARKING! 20.90J
SPOT SPACES AND AISLES SHALL NOT/ SPOT
EXCEED 2.0% IN ANY DIRECTION.
20.90 21.00. 21.20 20.8 21.30 21.20 20.80
BIC - BC BC TOP 113C
BC BC
21.00 21.20 20.70 20.80 -
20.70 BC BC1 iBIC BC1
20.90 21.00
BC BC N
ENTRYWAY GRADING
SCALE: 1 "=20'
CONTACT PERSON RESPONSIBLE FOR
EROSION CONTROL MEASURES:
DAVID BALOG
[phone] (PHONE)
[phone] (CELL)
NOTE: IT IS AN ONGOING REQUIREMENT
DURING ALL OPERATIONS TO INSPECT ALL
EROSION AND SEDIMENT CONTROL DEVICES
WEEKLY AND/OR AFTER ANY RAINFALL
EVENT. PERFORM REQUIRED
MAINTENANCE IMMEDIATELY.
CONSTRUCTION SEQUENCE
1, OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
4. INSTALL SILT FENCE AND TEMPORARY SWALES AS SHOWN ON THE PLANS.
5. INSTALL TEMPORARY SEDIMENT TRAPS.
6. COMPLETE SITE CLEARING AND GRUBBING.
7. GRADE AND PAVE PARKING LOTS. GRADE BUILDING PAD.
8. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY VEGETATE
AND MULCH. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
9. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS OF
COMPLETION OF CONSTRUCTION.
10. INSTALL STORM WATER MANAGEMENT BASINS AND SWALES.
11. ENSURE ALL SWALES AND STORMWATER INFILTRATION BASINS ARE CLEARED OF CONSTRUCTION
DEBRIS AND EXCESS SEDIMENT,
12. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER
RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
13, ESTIMATED TIME BEFORE FINAL STABILIZATION--6 MONTHS.
1
3 � 4 i 5
@ EarthTech
GREEN
WHITE
BLUE
GREEN
GREEN --MAXIMUM GREEN
GREEN PENALTY
$250
GS 20-37.
GREEN WHITE
GREEN
NOTES:
1. HANDICAP SIGNAGE SHALL COMPLY WITH REQUIREMENTS OF UNIFORM FEDERAL
ACCFSSOILTIY STANDARDS (UFAS). HEIGHT OF BOTTOM OF SIGN SHALL BE 60"
FROM FINISHED GRADE. VAN ACCESSIBLE SIGN TO BE PROVIDED WHERE SHOWN.
2. PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL HANDICAP PARKING SIGNS.
3. BOTH SIGNS ARE TO BE MOUNTED ON 2"x2" ALUMINUM SIGN POST.
4. VAN ACCESSIBLE SIGNAGE REQUIRED FOR VAN ACCESSIBLE SPACES.
5. SIGNAGE PER N.C,S.B,C. DETAILS R7-8 AND R7-80.
w-aorlkf
SCALE: NITS
(T w) (MBBMuM)
PLAN VIEW RAMP
NEW 4' SLOPED DODO PSI
CONCRETE SIDEWALK WITH
ME" BROONED_FINISH.
DETAIL SECTION THRU RAMP
PROP. SIDEWALK
-I -------- --I ------ I----gommw
(TYPICAL) G (mm") - (TYPICAL)
ELEVATION AT FRONT OF RAMP
HANDICAP CURB Cl
SCALE: NTS
D2
FTAV
FACE OF CONCRETE CURB
PERMANENT SEEDING
SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER. AND LIMESTONE. SHALL BE AS STA
BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KINDS OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER.
ALL RATES ARE POUNDS PER ACRE.
01 MARCH THRU 31 AUGUST 01 SEPTEMBER THRU 28 FEBRUARY
50* TALL FESCUE 50* TALL FESCUE
5* CENTIPEDE 5* CENTIPEDE
25* BERMUDA GRASS (HULLED) 35* BERMUDA GRASS (HULLED)
500* FERTILIZER 500* FERTILIZER
4000* LIMESTONE 4000* LIMESTONE
SLOPES 211 AND STEEPER AND WASTE AND BORROW LOCATIONS:
01 MARCH THRU 31 AUGUST 01 SEPTEMBER THRU 28 FEBRUARY
75* TALL FESCUE 75* TALL FESCUE
25* BERMUDA GRASS (HULLED) 35* BERMUDA GRASS (HULLED)
500* FERTILIZER 500* FERTILIZER
40000 LIMESTONE 4000* LIMESTONE
APPROVED TALL FESCUE CULTIVARS:
ADVENTURE
ADVENTURE II
AMIGO
APACHE
APACHE II
ARID
BROOKSTONE
BONANZA
BONANZA II
CHESAPEAKE
CHIEFTAIN
CORONADO
DEBUTANTE
DUSTER
FALCON
ANTHEM
REBEL
FINELAWN PETITE
FINELAWN
FINELAWN I
AUSTIN
SAFARI
GRANDE
GUARDIAN
HOUNOOG
CHAPEL HILL
TOMAHAWK
JAGUAR III
KENTUCKY 31
KITTY HAWK
CROSSFIRE II
WOLFPACK
MONTAUK
MUSTANG
OLYMPIC
FALCON II
PHOENIX
PIXIE
PYRAMID
GENESIS
REBEL JR.
REBEL II
RENEGADE
JAGUAR
SHENANDOAH
TEMPO
TITAN
MONARCH
TRAILBLAZER
TRIBUTE
VEGAS
PACER
WRANGLER
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER. A DIFFERENT ANALYSIS OF FERTILIZER I
BE USED PROVIDED THE 1-2-2 RATIO IN MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF
PLANT FOOD AS THE 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 POUNI
AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. 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. UPON WRITTEI
APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED At
THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A 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. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS
OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IN MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE
SAME AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS.
SUPPLEMENTAL SEEDING:
THE KINDS OF SEEDS AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR '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 SUPPLEMI
SEEDING MAY VARY FROM 25* TO 75* PER ACRE. THE ACTUAL RATE PER ACRE WILL BE DETERMINED BY THE ENGINEER PRIOR TO TI
TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE, TOTAL QUANTITY NEEDED, At
THE AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT, CONSISTING OF A SOD SEEDER SHALL BE
USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AN[
CHAIN) 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.
CRIMPING STRAW MULCH:
CRIMPING WILL BE REQUIRED ON THIS PROJECT ADJACENT TO ANY SECTION OF ROADWAY WHERE TRAFFIC IS TO BE MAINTAINED OR
ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN 6 FEET OF THE EDGE OF PAVEMENT. STRAW IS TO BE CRIMPED AND THE IMMED
TACKED WITH ASPHALT TACK.
CRIMPING OF STRAW IN LIEU OF ASPHALT TACK WILL BE ALLOWED ON THIS PROJECT SUBJECT TO THE FOLLOWING CONDITIONS:
ALL AREAS SEEDED AN MULCHED SHALL BE CRIMPED AND/OR TACKED WITH ASPHALT AS DIRECTED BY THE ENGINEER.
CRIMPING WILL BE LIMITED TO SLOPES 4:1 OR FLATTER UNLESS THE CONTRACTOR CAN DEMONSTRATE TO THE ENGINEER THAT STEEI
SLOPES CAN BE NEGOTIATED WITHOUT ALTERING THE TYPICAL SECTION.
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 THE
MAXIMUM SPACING OF THE CRIMPER BLADES SHALL NOT EXCEED 8 INCHES.
2 I 3 1 4 ' 5
SEAL
IBM 11181001
i
ps
I
' ACM- SMACM TO '
aEE
vv e
RIM C01MYWt NIMW;
Off
DEs
SPG
OR KW
Cw
JBJ
Dc JBJ
DESIGNER
RENEWED BY
Dc
AIC/ER:
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
z
o
U
Iyj
Z
z
o
Z
O
Ir o
w
J
z
z
J
�
�
Q
�
a
U
m
Li U
cr.
>Z
0
v
�g
J
H
LLJ
0
LLJ
W
N
Z
v
Z
m
D
W
�
0
0
1
d
_z
la�
MW�y.�
W
o
U
s
CODE IO. NO. 8=1
I SIZE
0
SCA1,_:
AS SHOWN
MUM
NO.
" ORM NO.
5A2560
SPEC. NO. 08P1227
COMM.
COMM. W.
N40085-08-R-1428
NAYFAC MOVING NO.
12525055
BNEu
15 of
256
C1-111
11
■
li

ti
0
m
1 2 3 4 5
EarthTech
] a
GUY R' GUY TRANSFORMER
TBM NAIL i-
C] NO WETLANDS EXIST
r ELEV=25.04 IN PROJECT AREA
O
toN
i
GUY PP
crn
v
i � Q
30 ]Q
S
BLD NH 109 ,1
2 STORY BRICK .�
s
how
_ S - - —
P z 4 SAKI A
P K �N NO wLATEAL ?��Q......
eSs �ol�y9
- -_ - Q
]�j -- -- 028A
L9
-..,UGE
_
L.
F
-- / PROP TEL CNDT, �
�m srA<
` TWI MDW
WE
eaPRolm
m - s �cnxly Os�cDRr
EXISTING CONDITIONS APPOW
FOR COWWDIR NDF/C
WE
DES SPG DR SPG
r vt / CNK JBJ Oc JBJ
GUY ]UY TRANSFORMER NO WETLANDS EXIST DESIGNER
TBM NAIL / / IN PROJECT AREA REVIEWED
ELEV-25.04 off
AIC/EIC
FIRE5' CONCRETE �' BRA PROTECTION
BRANCH MANAGER
°H SIDEWALK �� q, DESIGN DIRECTOR
•
a U
z
3 \ N=357792.6615 B ' w Z B
/ O E=2494133.8176 o
GUY S299 5"W / OUTDOOR MECHANICAL 5' CONCRETE SIDEWALK 0 Z w Q
1 AND CHILLER AREA WITH TURN DOWN LUG ? J Z
TO ASPHALT a Q g
/ N=357849.5338� 60' < U U m d
] E=2494152.9369 ]� < z OLIJ
cn
TELEPHONE EXCHANGE w
BUILDING -- - -
NOTE: o Q Z
UBLD NH 109 SURVEY BY EARTH TECH ON APRIL, 2008 Q
�FOC -- 0� g ] 2 STORY BRICK NGVD 29, NAD 83 U Q U
] CONCRETE WHEEL STOP aLu
HANDICAP RAMP FOR ® SEE DETAIL ON SHEET Q 0 w
Q Z LLJ
8
ADA BUILDING ACCESS CS-108 z
m O w
p V)
5' CONCRETE 8 r' o
SIDEWALK
o U
] 8'x18' HANDICAP PARKING w z W
UGE o U-) -Do24 SPACE AND AISLE WITH POLE Ir a F m
O CO ] MOUNTED ADA SIGN NOTE: IF THIS DRAWING IS A REDUCTION, o u A
R30' ASPHALT ENTRY DRIVE GRAPHIC SCALE MUST BE USED. CODE a. NO. 80091 SIZE 0
AND PARKING AREA: GRAPHIC SCALE: SCALE: 1 =20
] PROP TEL CNDT — g Cgg"C_. - NU(Nq NO.
2° S9.5A - - JOB ORDER NO. 5A2560
SPEC. NO. 08P1227
CONSTR. CONTR. NO.
0 10 20 40 60 80 N40085-08—R-1428 O
NAVFAC DRAMANG NO.
12525215
•• SHEET 175 of 256
SITE PLAN C 2 -101
1 2 3 4 15 ORMOVIM MMSDN 07 `" 2M

2
1
0
i LIMITS OF PROJECT
D = r i t -VEGETATED �ILTER STf IP ?`
HVL)
(35 LBS/ACE BERMUDAGRASS(UHULLED)) i TL �MDISTURBANICE = O 8-ACRE
I
' onis
TOP OF BERM=24,5� INFILTRATION BASIN#1
=23.
STORAGE ELEVATION5
BOTTOM ELEVATION=22.5
..�� BERM ELEV. = 24,
' ` BOTTOM ELEV, = 22.
- - =—. 1 STORAGE ELEV. = 23.5,\
TEMPORARY SEDIMENT TRAP, SLOPE SWALE=1.4%I /
SEE DETAIL 3, SHEET C 1-108
SEE SCHEDULE THIS SHEET TST#1+ ah.I I I 3+
C FOR DIMENSIONS I /
20' -I
/f 2
' +n OUTLET = 23.0 / DRAINAGE AREA
15,749 S.F. r^
— FLOW 0 LITTER ; FOOC ?+
INSTALL TEMPORARY SWALE TO DIVERT oN INLET = 23.7 /
/ STORMWATER TO SEDIMENT TRAP UNTIL l
SITE IS STABILIZED, THEN REMOVE
SWALE AND ALLOW STORMWATER TO ` / �FOC
ENTER INFILTRATION BASIN / 1 SCOPE SWALE=2.0% '� TRANSFORMER /
GUY, (SEE DETAIL 7, SHEET C1-108) c
TOW KIAII
11
111
H
\� MP(
C ECI
(S E
\� SH El
f`.
i T W� ■� WWI WWI W� R� W� ■� R�
5
� EarthTech
TEMPORARY SEDIMENT TRAP SCHEDULE
DRAINAGE
DISTURBED
EMERGENCY
REQUIRED
AREA
AREA
Q+D
SPILLWAY
REQUIRED
SURFACE
BASIN NO.
(ACRES)
(ACRES)
(CFS)
BASIN DIMENSIONS
LENGTH
VOL. (CF)
AREA
TST#1
0.35
0.35
1.7
20.0
X
40.0
X
13.50
; a,
1260
739
0
LEGEND
TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
SEE DETAIL 2 SHEET C1-108
- — — - LIMITS OF DISTURBANCE
-,yam SILT FENCE, SEE DETAIL 5 SHEET CI-108
X25.60 PROPOSED SPOT ELEVATION
-- TS -- TEMPORARY SWALE, SEE DETAIL 7 SHEET C1-108
::;::]
TEMPORARY SEDIMENT TRAP, SEE DETAIL 6 SHEET C1-108
FLOW SPUTTER BOX W/ RIP RAP
NO WETLANDS EXIST
IN PROJECT AREA ARC
CXv>~r
APR o 3 2009
BY:
NOTE; IF THIS DRAWING IS A REDUCTION,
GRAPHIC SCALE MUST BE USED.
GRAPHIC SCALE:
0 10 20 40 60 80
5
11
I
/°9 sm
MR CDYWIOFR MlWAC
WE
DES
SPG
DR
SPG
CHK
JBJ I
Oc
JBJ
DESIGNER
REVIEWED BY
OC
AIC/EIC
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
o
<
'z
U
z
�
z
'
LdZ
z
0
z
z
O
U.
w
Z
z
w
J
Q
J
E
J
Q
m
! �l
U
U
c
Z
;z
O
�g
ry
a
CD
o
¢
Li
0
U
Q
Z
Q
Q
W
Q
w
X
z
Z
LLJ
m
0
1
Z III
ate.
�
w
Of
F_
0
1
U.
0
U
z
ILIz
Ld
W
a
m
a
z
<
c
f
:2
CODE 0. NO. 80091
SIZE
D
scAtE:
1 =20
MAXIMO NO.
JOB ORDER NO,
5A2860
SPEC, NO. 08P1227
CONSTR. CONTR. NO.
N40085-08—R-1428
NAVFAC
DRAWING NO,
12525216
SHEET 176 OF 256
C2-102
MNW ORY RVASM: 07 FERMWN ROOK
c
on
0

5
� EarthTech
IBJ
I
INI
B�
FLOW
SPUTTER
BYPASS WEIR
LEVEL SPREADER
GROUND
1.0' �nin, °poi
WALL LEVEL SPRER
Permanant Soil
Reinforcement Mat
LOr
Reinf. Conc.Wall4' min. g" Bloc WpII)
1.5' 6 Conc. ootA
F
DETAM
N.T.S.
Bypass Elevations
Basin #
1
A: Invert In (ft)
23.70
B: Invert Out to Basin (ft)
23.00
C: Weir Crest Elevation (ft)
23.50
D: Bypass Flow Outlet Invert (ft)
23.00
A
PRIMARY FLOW
_ TO BASIN. _
J
3EC 8 fl ON A —A Al CFIM47'l ON RASAV
BASIN TOP BASIN TOP
ELEVATION ELEVATION
Final —. -----
._.----
Grade
3 SEE TABLE 4" �o+
SEE INFILTRATION BASIN TABLE
FOR BOTTOM ELEVATION
TOPSLAB
4" OF CLEAN SAND
Final Grade
OUTLET SIDE OF BASIN
Bottom Elevation
Seasonal High
Storage Elevation
Basin #
Bottom Length (ft)
Bottom Width (ft)
Water Table
(ft)
(S H WT)
(ft)
1
47
20
22.50
20.50
23.50
PLANrvnrnBlw�1 rive EX ar FOR
'••''`••''�•'''•• ''••''••'''••''`••'''••"''••''• Ir
B' iN.
OPENING,
.', i, PRIMAR FLOW '� r �'VA'rpN ,a'
T _7► - CRESTELEVAT101�
CONQFDRETE 1Op �LAQ7r
THE BYPASS FLOWOUTLET DITCH
SHALL TIE TO THE OURET ELEVATION
V E
1 1 O" '
ROW
�° 60
.
4'
r MINIMUM F
9000 P.S.I. CONCRETE I� 5� �p CONCRETE FLUME TO
SECTION uON D-D BOTTOM OF BASIN
IN GROUT INLET
ELEVAT�ION'A'FLO�WTIE SPLIT�TER
i �� a
1W HEAVY GRADE EXPANDED
ALUMI(NUM �EEETING
ANCHTAINLESS
OR
REW�Wtal
FENDER WMHER (TYP) —
TOP SLAB -
IN
SECTION E-E - INMET
F
INVERTOUT
_TOBASIN
OF BASIN
MAR
:', ::'; :: ::'; :':::'; : 8'MININ�IRI...•....•.• .•3000 P.S I. CONCRETE NOTE: CONSTRUCT CONCRETE FLUME AT R WSPLITTERPRIMARY OUTLET IN ACCORDANCE Ill FLOWSPLITTER
PLAN VIEW
AID
CAR0 '•,
SEAL
22613
I ACIIMIY - SATUACIDRY M '
DUE
FOR Cl WAG
DOE
DES CRB DR CRB
CHK WBJ DC WBJ
DESIGNER
REVIEWED BY
OC
AIC/ETC
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
� z
U
z
i X
J
o >
w
Q
z 0ZO
W
w J
0
za
Z
Q
J
Of
W
W
0- Q
W
�
U 00
J
�F-
;z
O
Q
�
O
Q
c
G
86
—
Z
w
a
Q
z
W
Q Z
m
�
m �
of '
O 1
a
ILL
U
10
J_
a
Z LL!
LL
a_ °°
z
I
U
�
A
CODE ID. NO.
80091
SIZE
D
SCAIE: NTS
MAKIMO NO,
JOB ORDER NO. 5A2860
SPEC. NO, 08P1227
CONSTR. OONTR. NO.
N40085-08-R-1428
NAVPAc DRAVANG NO.
12525256
sil 225 OF 256
C3-107
2
3
4 ' 5
DRAWFORY RBAAMIN: OT FA'HRWR! 208