SW8080510_APPROVED PLANS_20080527

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p C� 0510
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2008 052"1
YYYYMMDD

1
EROSION AND SEDIMENT NARRATIVE
N
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A SINGLE
STORY MAINTENANCE FACILITY TO PROVIDE WORK SPACES IN SUPPORT OF
THE ESTABLISHMENT OF THE FLEET READINESS CENTER EAST SITE NEW
RIVER. OTHER SITE WORK WILL INCLUDE LAND GRADING, VARIOUS
s ASPHALT AND CONCRETE AREAS, AND LATERALS FOR BOTH DOMESTIC
s WATER AND SANITARY SEWER. THIS PROJECT WILL MEET MINIMUM
ANTI -TERRORISM FORCE PROTECTION STANDARDS. APPROXIMATELY 1.10
D ACRES WILL BE DISTURBED DURING THIS CONSTRUCTION PERIOD. THE
SITE IS LOCATED IN JACKSONVILLE, NORTH CAROLINA AT THE NEW RIVER
MARINE CORPS AIR STATION OFF OF U.S. 17. NEW RIVER IS LOCATED
IN THE NEW RIVER WATERSHED. STORMWATER RUNOFF CURRENTLY
FLOWS NORTH TO A DRAINAGE DITCH THAT FLOWS TO A 12-INCH
CULVERT THAT FLOWS WEST. THE EXISTING DRAINAGE DITCH WILL BE
EXTENDED TO THE EAST AND NORTHEAST AND WILL BE USED FOR
STORMWATER MANAGEMENT TO INSURE POST -DEVELOPED RUNOFF DOES
NOT EXCEED PRE -DEVELOPED PEAK RUNOFF.
SITE DESCRIPTION
THE MAINTENANCE FACILITY SITE IS LOCATED TO THE NORTHEAST
OF THE OVERALL NEW RIVER SITE. THE PROJECT SITE IS LOCATED
ALONG THE NORTH SIDE OF THE CONCRETE AIRCRAFT PARKING APRON,
WEST OF EXISTING MAINTENANCE HANGAR AS504 AND IS WITHIN THE
FLIGHT LINE SECURED PERIMETER FENCE, WITH ACCESS TO AUTHORIZED
PERSONNEL ONLY. THE SITE CURRENTLY CONSISTS OF A MIX OF
BITUMINOUS CONCRETE PAVEMENT AND GRASS. THE NEAREST STREETS
ARE FOSTER STREET TO THE EAST, CAMPBELL STREET TO THE NORTH
AND WHITE STREET TO THE WEST.
THE SITE SLOPES TO BOTH THE NORTH AND THE SOUTH, WITH
THE DRAINAGE DIVIDE LOCATED APPROXIMATELY AT THE EDGE OF THE
C AIRFIELD. THE TOPOGRAPHY OF THE SITE IS GENERALLY FLAT WITH A
HIGH OF APPROXIMATELY 20 FEET TO THE SOUTHEAST AND A LOW OF
APPROXIMATELY 16 FEET RUNNING ALONG THE GRASSED DRAINAGE DITCH
TO THE NORTH OF THE SITE. THERE IS NO EVIDENCE OF SIGNIFICANT
EROSION UNDER PRESENT SITE CONDITIONS.
ADJACENT PROPERTY
THE PROPERTY TO THE NORTH, EAST, SOUTH AND WEST OF THE
CONSTRUCTION SITE ARE WITHIN THE NEW RIVER MARINE CORPS AIR
STATION. AN AIRFIELD IS LOCATED TO THE SOUTH, BUILDING AS502
(FIREHOUSE) TO THE NORTH, MAINTENANCE HANGAR AS504 TO THE EAST
AND A GRASSED AREA TO THE WEST. THE NEW CONSTRUCTION WILL
HAVE A SIMILAR USE TO THAT OF THE SUPPORT BUILDINGS CURRENTLY
LOCATED ON THE SITE.
SOILS
BORINGS CONDUCTED IN THE AREA OF THE PROPOSED SITE
CONTAINED SUBSURFACE SOILS COMPOSED OF FOUR GENERAL
STRATIGRAPHIC LAYERS. THESE LAYERS INCLUDE:
* LOOSE TO DENSE, SILTY SAND TO A DEPTH OF ABOUT 2 TO 6 FEET
* VERY SOFT TO STIFF, SILTY CLAY WITH LITTLE ORGANICS AND LITTLE
B SAND TO A DEPTH OF ABOUT 9 TO 11 FEET
* VERY LOOSE TO DENSE, SLIGHTLY SILTY TO SILTY SAND TO A DEPTH
OF ABOUT 27 TO 32 FEET
* FIRM TO VERY DENSE, SILTY SAND AND SHELL TO THE MAXIMUM
EXPLORATION DEPTH OF 50 FEET
THE GROUNDWATER TABLE WAS ENCOUNTERED AT A DEPTH OF
ABOUT 9 FEET BELOW THE GROUND SURFACE. THE CONTRACT
DOCUMENTS REQUIRE THE CONTRACTOR TO MAINTAIN ALL EROSION AND
SEDIMENT CONTROL DEVICES.
E PLANNED EROSION AND SEDIMENT CONTROL PRACTICES
IN
ro 1. TEMPORARY GRAVEL CONSTRUCTION CONTROL ENTRANCE/EXIT -
PRACTICE 6.06
o THIS DEVICE WILL PROVIDE EASY ACCESS FOR VEHICLES TO THE
N CONSTRUCTION SITE, A PLACE FOR VEHICLES TO BE CLEANED OF THEIR
MUD AND SEDIMENT BEFORE ENTERING PAVED ROADS/AREAS AND WILL
HELP CONTROL EROSION FROM SURFACE RUNOFF. DURING WET
N WEATHER IT MAY BE NECESSARY TO DESIGNATE AN AREA ON THE
ENTRANCE TO WASH VEHICLE TIRES. RUNOFF FROM THIS DEVICE WILL
BE DIRECTED TOWARDS SEDIMENT FENCING OR INLET PROTECTION
MEASURES.
0 2. TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION -PRACTICE
i A 6.52
i TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION DEVICES WILL
BE INSTALLED ON THE PROPERTY. THESE DEVICES WILL HELP PREVENT
SEDIMENT FROM ENTERING EXISTING STORM DRAINS BEFORE THE AREA IS
STABILIZED.
Z 3. ROCK PIPE INLET PROTECTION -PRACTICE 6.55
ROCK PIPE INLET PROTECTION WILL BE USED ON THE INLET TO THE
Q NORTH OF THE SITE. THIS DEVICE WILL HELP PREVENT SEDIMENT FROM
ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT OR
STORM DRAINAGE SYSTEM BEFORE THE SITE HAS BEEN STABILIZED.
o
1
2 1 3
4. OUTLET STABILIZATION STRUCTURE -PRACTICE 6.41
MAINTENANCE PLAN
AN OUTLET STABILIZATION STRUCTURE WILL BE USED ON THE OUTLET
LOCATED TO THE NORTHWEST OF THE PROJECT SITE. THIS STRUCTURE
1. EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
WILL HELP CONTROL EROSION OF THE ADJACENT CHANNEL.
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL. ANY REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN THE
5. LAND GRADING -PRACTICE 6.02
DESIGN OF THE PRACTICES.
GRADING WILL OCCUR ON THIS SITE THROUGHOUT THE CONSTRUCTION
PERIOD. GRADING WILL CAUSE SHIFTS IN THE ESTABLISHED DRAINAGE
2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT MAY REQUIRE
AREAS, SO AFTER EACH PERIOD OF GRADING, EROSION AND SEDIMENT
PERIODIC TOPDRESSING TO PREVENT MUD OR SEDIMENT FROM LEAVING
CONTROL PRACTICES WILL BE ADJUSTED TO COMPENSATE FOR ANY
THE SITE. ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
CHANGES.
TRACKED ON TO PUBLIC ROADWAYS WILL BE REMOVED.
6. SEDIMENT FENCE -PRACTICE 6.62
3. AS THE INLET AND OUTLET PROTECTION MEASURES ACCUMULATE
SEDIMENT FENCE (SILT FENCE) WILL BE USED AROUND THE PERIMETER
SEDIMENT AFTER EACH RAINFALL, OCCASIONAL REMOVAL OF THE
OF THE PROPERTY. THIS FENCING WILL RETAIN SEDIMENT BY REDUCING
SEDIMENT WILL OCCUR TO PROVIDE ADEQUATE STORAGE VOLUME FOR
SHEET FLOWS AND PROMOTING DEPOSITION. ALSO, DEPOSITION AREAS
FUTURE RAINS.
SHOULD BE PLACED AT READILY ACCESSIBLE POINTS TO ENCOURAGE
ROUTINE CLEANING AND MAINTENANCE. CAUTION SHOULD BE USED
4. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO PROVIDE
DURING THE DESIGN OF A SEDIMENT FENCE TO PREVENT FAILURE FROM
A STURDY BARRIER. SEDIMENT WILL BE REMOVED FROM THE FENCE
UNDERCUTTING, OVERTOPPING OR COLLAPSING, AND TO ENSURE THAT
PERIODICALLY TO REDUCE PRESSURE ON THE FENCE AND TO ALLOW
FLOW BYPASS AREAS AND OVERFLOW OUTLETS ARE STABLE.
ENOUGH SPACE FOR ACCUMULATION FROM FUTURE RAINFALLS.
7. PERMANENT SEEDING -PRACTICE 6.11
5. PERMANENT SEEDING WILL BE INSPECTED FOR FAILURE AND REPAIRS
PERMANENT SEEDING WILL BE USED THROUGHOUT THE SITE. THIS
WILL BE MADE WITHIN THE SAME PLANTING SEASON, IF POSSIBLE.
PRACTICE WILL HELP REDUCE EROSION AND DECREASE SEDIMENT YIELD
RE-EVALUATION OF PLANTING MATERIALS, QUANTITIES OF LIME AND
FROM RAINFALL, WATER AND WIND BY REDUCING THE VELOCITY AND
FERTILIZER WILL OCCUR IF INADEQUATE COVERAGE IS PRODUCED.
VOLUME OF OVERLAND FLOW. PLANT MATERIALS SELECTED FOR
PERMANENT SEEDING SHOULD SUIT THE CLIMATE, SOILS AND
6. RESEED AND MULCH AREAS WHERE TEMPORARY SEEDING SEEDLING
TOPOGRAPHY OF THE SITE. FIGURE 6.11A AND TABLES 6.11B THROUGH
EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS
6.11V CAN BE USED IN THE SELECTION OF PLANT MATERIALS. SEEDBED
POSSIBLE. DO NOT MOW THE AREAS WHERE TEMPORARY SEEDING IS
PREPARATION, ADEQUATE LIMING, FERTILIZATION, TIMELY PLANTING AND
PRESENT, AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE
MAINTENANCE ARE IMPORTANT FOR THE SUCCESS OF PERMANENT
SEEDING.
8. TEMPORARY SEEDING- PRACTICE 6.10
SURVEY NOTES
TEMPORARY SEEDING WILL BE USED THROUGHOUT THE SITE. THIS
PRACTICE WILL HELP CONTROL RUNOFF AND EROSION UNTIL PERMANENT
VEGETATION OR OTHER EROSION CONTROL MEMBERS CAN BE
1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR.,
ESTABLISHED, TEMPORARY SEEDING ALSO PROVIDES RESIDUE FOR SOIL
ENGINEER - SURVEYOR LTD., DATED MAY 2006.
PROTECTION AND SEEDBED PREPARATION AND HELPS REDUCE MUD AND
2. THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE/NONEXISTENCE,
DUST PRODUCTION DURING CONSTRUCTION. PLANT SELECTION CAN BE
SIZE, TYPE AND/OR LOCATION OF UNDERGROUND UTILITIES. UTILITIES
AIDED WITH THE HELP OF TABLES 6.10A-6.10C. TABLE 6.10A SHOULD
BE USING FOR SEEDING IN LATE WINTER AND EARLY SPRING, 6.10B FOR
SHOWN ARE BASED ON ABOVE GROUND UTILITY STRUCTURES (i.e.,
SUMMER AND 6.10C FOR FALL. SEEDBED PREPARATION, LIMING AND
VALVES, MANHOLES, ETC...) AND AVAILABLE UTILITY MAPS. THE
FERTILIZER ARE ESSENTIAL FOR SUCCESS. ALSO, MULCHING MAY BE
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR
NEEDED UNDER HARSH SITE CONDITIONS.
TO CONSTRUCTION.
3. ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC VERTICAL
CONSTRUCTION SCHEDULE
DATUM (NGVD) 1929 AND ARE BASED ON NGS CONTROL STATION S116.
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
4. TEMPORARY BENCHMARK (TBM) IS A "❑" CUT ON TOP OF CURB AS
INDICATED ON SHEET CS102. ELEVATION = 19.62
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION
AND INLET AND OUTLET PROTECTION ON EXISTING STRUCTURES. ALL
BASELINE COORDINATES
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
DURING CONSTRUCTION.
PT. NORTHING EASTING ELEV. DESC.
3. INSTALL NEW DRAINAGE DITCH ON NORTHEAST SIDE OF SITE AND
1 906434.3960 12613059.5330 18.87 PK NAIL
EXTEND EXISTING CULVERT INLET PIPE TO NEW LOCATION. PROVIDE SILT
2 906721.8345 12613068.2146 17.68 PK NAIL
FENCE AROUND NEW DRAINAGE DITCH AND MOVE THE CULVERT INLET
PROTECTION TO THE NEW INLET LOCATION.
=
'
4. PERFORM DEMOLITION WORK AND ROUGH GRADING OF SITE.
5. INSTALL UNDERGROUND UTILITIES WHERE PRACTICAL AS SITE IS
GRADED.
6. CONSTRUCT BUILDING.
7. PERFORM FINAL GRADING, TOPSOIL, AND SEED ALL DISTURBED AREAS
NOT SCHEDULED FOR PAVING AND IMMEDIATELY ESTABLISH PERMANENT
VEGETATIVE COVER. MAINTAIN VEGETATIVE COVER THROUGHOUT
CONSTRUCTION.
8. INSTALL SITE CONCRETE WORK, PAVEMENT AND SIDEWALKS.
9. THROUGHOUT ENTIRE CONSTRUCTION PROCESS, ADDRESS ANY
INADVERTENT EROSION OR REMOVE ANY SEDIMENTATION THAT MAY
COLLECT AT E&S CONTROLS.
10. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
WITHIN 30 DAYS OF FINAL STABILIZATION OF THE PROJECT.
WETLANDS NOTE
1. NO WETLANDS HAVE BEEN IDENTIFIED WITHIN 100' OF THE
PROJECT LIMITS.
2
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S
SANITARY SEWER
SANITARY SEWER MANHOLE
STORM SEWER
STORM DRAIN MANHOLE
CATCH BASIN
WATER LINE
W-
FIRE HYDRANT
N
WATER VALVE
g
POST INDICATOR VALVE
■
WATER METER
MONITORING WELL
UNDERGROUND ELECTRIC
ELECTRIC MANHOLE
UTILITY POLE
LIGHT POLE
GUY WIRE
UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
UNDERGROUND STEAM LINE
SHRUB
TREE
FENCE
GUARD RAIL
BOLLARD
SIGN
BITUMINOUS PAVEMENT
BUILDING
OVERHEAD LINE
TOE OF BANK
TOE OF SLOPE
STEAM SUPPORT
• SANITARY CLEANOUT
CURB
CURB AND GUTTER
TOP OF CURB OR CONCRETE
ELEVATION AND ELEVATIN OF
GUTTER, PAVEMENT OR GROUND
19.09
SPOT ELEVATION
CONTOUR
ASPHALT OVERLAY
CONCRETE
TELECOMMUNICATION MANHOLE
• LIMITS OF CONSTRUCTION
•,•,•,•,.,•,•,•,• GRASS FILTER STRIP
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ABBREVIATIONS C
ABAND
ABANDONED
APPROX
APPROXIMATE
ASP
ASPHALT
BLDG
BUILDING
BW
BARB WIRE
C&G
CURB & GUTTER
CB
CATCH BASIN
CLF
CHAIN LINK FENCE
CO
CLEANOUT
CONC
CONCRETE
COND
CONDUIT
CVR
COVER
DOS
DEPTH OF STRUCTURE
E
EAST/EXISTING
ELEC
ELECTRICAL
FES
FLARED END SECTION
FFE/FF
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
GEN
GENERATOR
HDWL
HEADWALL
HH
HANDHOLE
IA
INACCESSIBLE
INV
INVERT
LOC
LOCATION
MH
MANHOLE
MW
MONITORING WELL
MTL
METAL
N
NORTH
NE
NORTHEAST
RCN` �ss R
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SUBMITTED BY
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DES JJB
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CHK KJH
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DESIGNER --
REVIEWED BY
PED
PEDESTAL
QC
PCC
PORTLAND CONCRETE CEMENT
DESIGN MANAGER
rIV
POST INDICATOR VALVE
FIRE PROTECTION
BRANCH MANAGER
PVC
POLYVINYL CHLORIDE
ENGINEERING DIR.
RCP
REINFORCED CONCRETE PIPE
m
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STORM/SOUTH
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SAN
SANITARY
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S/W
SIDEWALK
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SE
SOUTHEAST
Z
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LLJ
STM
STEAM
W
UJ
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w
J
STIR
STRAND
J N
SW
SOUTHWEST
a
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aZZ
TC
TOP OF CURB
Z :5U
z:
TEL
TELEPHONE
Q
Q
TOB
TOP OF BANK
p
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TW
TOP OF WALL
2
Z
TYP
TYPICAL
Q
w
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CODE ID. N0. 80091
SIZE
D
SCALE: --
MAXIMO NO. 541955
Architecture & Engineering
JOB ORDER NO.2007-9A1886
SPEC. NO. 079681V
4000 WESTCHASE BOULEVARD
CONSTR. CONTR. NO.
N40085-06-R-6005
RALEIGH, NORTH CAROLINA 27607
NAVFAC DRAWING NO.
919.828.1876 FAX [phone]
SHEET - OF -
WWW.CLARKNEX.SEN.COM
Cl 02
CML ENGINEER: K. JOSHUA HURST
5
DRIWFORM REVISION: 01 AUGUST 2004
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1 2 3 4 5
1 1 h� \\ 1 # a NOTES
x E OH. STM. \ a
I 6`l, 1 10° \ � �0 I h1 � ° 1 / �✓ g
1h h CO\ m 0 11 1� ^I 66 10 16 24;/E.S. ` STM. SUPPORT (rYP.)
0 ti h h 1h - 11 � x 1 __ < �❑
o �G 1h. hti hh 1 1 h o6 0 -- ❑1 20 LF - 12 RCP 00.88%
�G 1 1 h 1 1h 1 1 E. S. MH. \ 0 E. CB. (DOUBLE)
�0 GO 0 1 1 1 CONC. HDWL. 6 I 11' RIM = 17.32 \ 61 RIM = 16.34 `
ti� i I 1 1�0 1h�1 ` NV. \74.02 IIm 16 //x\-riw.-�4" (E) = j�.70 oNV 24" (w) = 72 0 9 j 1 �� �2 NCDOT PRECAST CONCRETE ENDWALL, SEE DETAIL SEE SHEET C107
6 1 .X 1h ��G g5 601 ` 11 INV. 24" (NW) 65 60 1 INV= 16.33
1h 9hC1 b hl 106
x o
h 6 h ------ 6 1 bh 0 111
�I I
X o WASH AREA 1 _16.00------ 1�' - - �� 1 1� I _-_--- �3 158 LF GRASS SWALE ® 0.67%, SEE DETAIL SEE SHEET C107
C�C I
IONC.�HDWL.
X --- b�16 X 12 CONCRETE PAD, ELEV. = 18.86
01 o1��69� 1 1.1 I 1700 A° ` 1 X 1
C 1 ----- 5❑ 12 X 12 TRANSFORMER CONCRETE PAD ELEV. = 19.80
INV. = 14.15
F E oH.
TEL. PED. (2)
SHED 1 1 i
A5502 ; J 6 ADJUST RIM ELEVATION TO 18.08E
y1 C1 t6o1h 6 1 I 1Ci'-E-W------ ---- -- 16" E. W.
�I 1h. W. V. (3) H 6� g ° --+ ,� W. V. (2)
_ __� 7❑ DRAINAGE EASEMENT
�� �1 IIIIII 11 I x 6� PIPE END 1 1 ,611 ' � L -
III � 9� NV = 74.62 �� k 'A h1 ��R 1�� 18�k1 1 6
h 1 1 Pl E �� 1 1�. hC 1 k 1 \ q El
SAND FILTER 1, BOTTOM ELEVATION & OUTLET INVERT - 18.22
ill X 1 / 10 ��1 i 1 i IN = 15.00 11 1� 0 1�' 11. SEE DETAIL SHEET C107
o / kC o SAN. Co. 6 10'1C. �0. hC 011\ 0 10 V I 1
OI x 1❑ o 0 0 CONC. W/ OC 10 III I /� 10 1� z hh � GRASS AND SAND _..
I POST W/ 1 I I �9 SAND FILTER 2 BOTTOM ELEVATION & OUTLET INVERT - 18.22 -
of o -
Cj I 0 0 o A H GRILL PICNIC TABLE h6 10
o f o h ✓ 6 0 o IDOOR -- - o f SEE DETAIL SHEET C107
I I h� o 0
O 11 X 1h1 6 1 1 1 1 o� 6h 1 6� SAN. CO. °I k� I
1° 1 L C �h-10 1 - -4� f 'Co \ 1 1 1--1--1------J--J
y I l _ 1 6 1 _ �- 10 FILTER STRIP, SEE DETAIL SHEEP C106
W / 6 l 1h 16 1R 6� 10. Rh 160 L�9 0�10' (�� 1 O 16 16 0 1 1�
1 1g. T m E. TEL. HA Ho E ----- L m C 9 �1 11 PROJECT LIMITS
I 0 10�� - h _--� --- - B 0� RI = 18.89 f 0 11 11.NAfFAC
2) O I // �� 16hC h6h SE SHOE Plrp �0 �0 0 k ----1- 1 1 „
O 1 CO.11 1 .1 1�. h E. uc. TEL. 12 8 DOWNSPOUT
1 1 10 0 11 Cam] 11 TEL, (APPROX. LOC. „..
0 1 / C (0 �� � 1 16" ` PED. ( ) --ono o..
I / 1( G1�A� 1 Oy C✓N I� C.P. TEST c (� CARO<
� T 13 APPROXIMATE LMITS OF FUTURE HANGAR EXPANSION e
1 1h' I 6 GO 1h 'NOR H PIT 0 ° ° o `00 5s
1 f
110 y- ti 1 14 0 0 o I 14 SWALE CROSS SECTION, SEE SHEEP C107 FOR DETAIL
1 6 S E. TEL. MH. \ - - -
6 �1 CONC. PAD W/ OSr & 6.5� 1 .45 1 c TF� ` RIM = 78.31\ 33574y�Qp _
1 1 16' BASKFZBALL- BOAR17 1 .35 = , / \ \y 7' CLF W E ELEC. M l-
1h x 61 0 --- 0 .. :':.::' hh / f 1 C/NF / _ / \\ TEL. PED. (2)
1 • • G 3 STR. B. W. R/M 181%9
16 111 o w PIPE END ,/ 11 17 0 MG:'Q CISE 11 I �� \z 0� / \_x �x x x x x x x x-� / "',,,,, SHUA
10 ( INV. = 75.15 1 Pl E END Z (� P; FOR 10 Z �� 5 m �' 0/ x b n,nnnuuwuu sEa
C� m 1 .08±MG _-17 00 17.47EMG h IN E T= 16 1 ': O 1 �1 9� / \ E TEL. HANDHOL 6 Seeding And Mulching: 1 SBBMB ED BY
1 h : a 1�' C 1 / E1 L ELEC. ACE_, 1 ( )
' 1 • ': C • • h E ELEC. M. L 1� �� / \\ b RIM = 1 & 77 10 � X
•; : 1. / _ 1 ° / \ / The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and
•• • • TRIM MEMBER
16 0 0 �- �1 11. 16 k h :::::.; : 1 16� 0�7 5 Rl - 18.53 1 CC � 1�0 // C1 limestone, shall be as stated below. During periods of overlapping dates, the kind of seed DATE
1011 -y g. 10 ` 16' �0 2 " E \ 1� 1 h --- _ p+8 1 .45 8 E rE 8. 1�ELEC. A� 50� o I x // i be used shall be deettermined by the Engineer. All rates are in pounds per acre D
1 to APPROVED
-Rrn� L 4 / �10 P )
�.16 E S N. MH. T \ 9 0° o
1hh- -B---- ------___ - - PIP S END 1 1 1 E. O 8.01 / 6 \\ 0 AS 568 0 / 0l /
T- 1 19.22 8" E. SAN. 1 16.3J --- NV. (N = / 1 1 \ C Rh b� x // 1�. ACTIM - SATISFACTORY To
10 b E. SAN. MH. 1b' 116 - LINE - j (SW) = 9.98 b 1� 10' 19. I // / / / March 1 -August a1: 5®pt®mbar l Febtttatry28 avaRovEo DATE
RIM = 16.85AY:
--- - 7. 1 I 10" E. �r TX. 8" (S) = 9.86 /
GRASS 1 0 1 C 0 L 10 L / 6 C (• 50# (55kg) . Tall Fescue -
' �� 11 � �0 � 50# �3 Tall Fescue
F = o C. TE T C� 19.22 18.74 ° 1 1 1 1 C 1 C 1 5# Centipede 5# 6kg). Centipede
3 1 9 1 9 0' 9' / 1 (6k$) Cent' ede ( DR coMwwDEa uvrnc
6y D------18.00-----,1�--- \ C x / 25# 28k Bermuda DATE
�T. 7 9.00 ---- (( kg) grass (hulled 500##560k Fertilizer ( )
/IF N E 19.22 ____I1 1 ��° 1C. ti6 c �\ C __ 500# 560 Fertilizer ) ( g) !ems unhulled DES - DR -
1 C? ' 11b. 12 II 10� / �ti 1 9h� ` X // 1�` 4000# (4500kg) Limestone 4000# (4300kg) Limestone CHK - QC -
1 19.22 5 1 I / h� @ DESIGNER --
REVIEWED BY
1 1�. 1 1q) y0 os Zt / / \' Slopes 2:1 and Steeper and Waste and Borrow Locations: QC
fff ' DESIGN MANAGER
1 11 AS544 �� h 4 0 ` 6 li�� 1 ~ X ° NC/ k1 8 September 1 -February 28
> \ m A 1 9 o March 1- Au 31
_ FIRE PROTECTION
1 1b1� 1�1� 1 1b�11\1� kQ��� '�J '��� 10J �o O '��h Qx/ L �. �- 7S#(HSkg) Tall FeSOUC %S#(HSkg).Tal1 Fe3CUe BRANCH MANAGER
13 FFE=19.24 II 6 5 z OB 25# 28k Bermuda (hulled) 35# (40kg) Bermudagrass (unhulled o a
// Z CAR ENGINEERING DIR.
/ b 1 ^1 0� m ELEC. ACCESS o ( g) gas
6 9 ELEC. ACC E S hh C 500#(560kg) Fertilizer ) Z Z U
00 0 - \ C v 1 x C. _ 500# (560kg,) Fertilizer a
1 1 1 E. ;N.•;MH. C ON. LINE 0 _ �� - X 4000#(4SOOkg)Limestone 4000# 45 �_ Z
h - Q 1 E. �C. X _ - ( 00kg) Limestone s
A 16 \ ✓ RI = 8�- 1 8" E. SA N. 8" E SAN. CA o0 > LEJ
18.74 9 INV. = 8» N = 10.22 ---_ - a- A Y J
7 1�� D 0 () 1 Approved Tall Fescue Cultivan:: U
1 ° WVV. = 8" (E) = 10.47 h UQ' CONC. PA Z o -J
1 N 9 0U 19h1°h 10 �6 °' 1g -' 20- �C UJ Z
1�. 12 INV. = 8- (S) = 10.3� / �o. C Adventure Adventure II Amigo Anthem z Z
b 19 22 N GRASS / Apache Apache 1I Arid Austin Z 1 V)
9 06 J CC // �� �� C CONC. PAD Brookstone Bonanza Bonanza II Chapel Hill W O
1� 19.22 II 1C 9 1C / �0 l C W V 2 Chesapeake Chieftain Coronado Crossfire II < Q -
19 2� 19.22 19.22 19.22 1n o C) J
b 0 1 1 - C h1 () Debutante Duster Falcon Falcon
�-h 1 1� lbhh 105 �h 11� - 1 - :: 1 .1 ° ° ° 1 �0. Finelawn Petite Finelawn Finolawn I Genesis a U Q
1 1 ... •'.1.+� a 1 BOLLARD (4) a LE.I
1 .. .. C H� ° I o Grande Guardian Houndo H < LL c�
/ 5 1 W. V. g Jaguar Z Q
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a
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° °...........................•..•...•..•..•.•.. �� :• - - -- -- - Kentucky 3 ' >
................
° .......................:.. Kitty H Monarch a -
�1° 18.57MG 18.53fMG ..:............. ° v6 FUEL TANK SUPPORT Maontauk Mustang Olympic Pacer Z g
t5:09':
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1� --------r---- - ------ - 0 o 1.• ° b ° I (�j � STANTIONS (4) Phoenix Pixie V o
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Rebell ° 18.58E - - e
R Pyramid ebel
- -
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Z
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1h I I , M - - -- - - - - � - - -- = �- - --- - - � - - -- 504 Tempo
° °
--------+-- ° ° ° r k
Safan
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1� ° ° ° 0 it Tribute Wolfpac
'o ° °
1
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Renegade Q o
AS Shenandoah Titan � Z c
° I1 W
1 Y6 10� --- PAVEMENT Wrangler
z
1 °I ;�� ' ° Trailblazer
E. MtL. CV � , h�' ! � 10� � 1� 1--------
RIM-+ - -T- - - ��F - - - -�� - +- -- - -I i t I OVER POST (2) ran ler Vegas as
--- -- -- 0 01k- - -
0- 1� - - -
C 8.1,4 ° ° ----� I _1 Fe > Z
° 2 - - CONCRETE rtilizer shall be
�. ° ° °-------1_______. ----- ° ° 1h analysis. Uponwrrtten pp the Engineer, dtflire t -
-- ` 1 °Z ° I I 10-20-20 a rovalof u:e r a n Q
1 B
- --
° � ° t.ltt3� f fertilizer may be used provided the 1-2-2 ratio is maintained and the cafe ofCD
----°-'; ----; ---- pphcaho p the ame Z
h a n adjusted to rovide s amo t f laut f d
GENERAL NOTE:
1. ALL ROOF DOWNSPOUTS TO DISCHARGE DIRECTLY INTO SEDIMENT CHAMBERS WITHIN
THE SAND FILTER STRUCTURE.
2. IMPERVIOUS SURFACE ON THE WEST SIDE OF THE PROPOSED BUILDING IS NOT
TREATED AT THIS TIME DUE TO SITE LIMITATIONS OF EXISTING CONTOURS. THIS BUA
TO BE TREATED FOR STORMWATER WITH FUTURE BUILT UPON AREA ON ADJACENT
PROPERTY.
3. IMPERVIOUS SURFACE TABULATION BASED ON TOTAL DRAINAGES SHOWN ON DA2
DRAINAGE MAPS, NOT BASED ON PROJECT LIMITS.
4. DA-1, DA-2, DA-23 ARE THE ONLY DRAINAGE AREAS THAT ARE BEING TREATED
Basin Information
IDA-1
DA-2 DA-23
DA-30
DA-32
DA 43 DAUB
Receiving Stream Name
Stick Creek
Stream Class & Index No.
Class: SC;HQW,NSW Index No: 19-15
Drainage Area (sf)
7989
7989
22651
25048
14696
25779
20228
Existing Impervious Area (sf)
3154
7849
5776
25048
13199
10896
20228
Proposed Impervious Area (sf)
7989
7989
1653
25048
13199
7578
20228
% Impervious Area (total)
100%
100%
7%
100%
90%
29%
100%
Impervious Surface Area
=-
_
On -site Building (sf)
7989
7989
0
0
0
103
6
On -site Streets (sf)
0
0
0
0
0
0
0
On -site Parking (sf)
0
0
0
25048
13199
7475
20228
On -site Sidewalks (sf)
0
0
1089
On -site pads/sandfilters
0
0
564
OfF site (sf)
0
0
0
0
0
0
0
Total(sf)
7989
7989
1653
25048
13199
7578
20228
un o p oo as a 10-4v.w analyses, of
PERMANENT SEEDING a a o
LL
(FOR EROSION & SEDIMENT COML/FILTER STRIPS ONLY) Z
0 1n W
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GRAPHIC SCALE CODE 0. 7. 80091 SIZE D
SCALE: __
MAXIMO NO. 541955
0 25' S0' 100' 1 =25 JOB ORDER NO. 2007-9A1880
1
SPEC. NO. 079681V
-- CONSTR. CONTR. NO.
FOR STORMWATER QUALITY. ALL OTHER DRAINAGE AREAS SHALL BE TREATED WITH N40os5-O6-R-6005
FUTURE IMPROVEMENTS TO THE SURROUNDING AREAS. IMPERVIOUS SURFACE TABULATION NAVFAC DRAWING NO.
A _-
SHEET - OF -
C104
ORAWFORM REVWN: 01 AUGUST 2
1 2 3 4 5
C
19
L J
FOR STORMWATER QUALITY. ALL OTHER DRAINAGE AREAS SHALL BE TREATED WITH N40os5-O6-R-6005
FUTURE IMPROVEMENTS TO THE SURROUNDING AREAS. IMPERVIOUS SURFACE TABULATION NAVFAC DRAWING NO.
A _-
SHEET - OF -
C104
ORAWFORM REVWN: 01 AUGUST 2
1 2 3 4 5
C
19
L J

r
2
4 I 5
FBI
C
Pipe Outlet to Well-defined
Channel
IVVILJ
1.La=23' IS THE LENGTH OF THE RIPRAP APRON.
A A
_ 2.d=1.0'
Plan �` , 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
€ 4. A FILTER BLANKET OF BEDDING MATERIAL SHOULD
-` 1. 7,
,l sectbnAA? BE INSTALLED BETWEEN THE RIPRAP AND SOIL
A' FOUNDATION.
Filter
blanket
CONSTRUCTION SPECIFICATIONS
1.ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND BEDDING MATERIAL MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
33HE MINIMUM THICKNESS OF RIPRAP SHALL BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER.
OUTLET STABILIZATION STRUCTURE
NO SCALE
1. SET THE POSTS.
2. EXCAVATE A 8"X4" TRENCH
UPSLOPE ALONG THE LINE OF
POSTS.
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT
HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A
SEMI -CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH
END WHERE IT TIES INTO THE EMBANKMENT. THE
MINIMUM CREST WIDTH OF THE RIPRAP SHOULD
BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11
FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET,
BUT ALSO 1 FOOT LOWER THAN THE SHOULDER
OF THE EMBANKMENT OR DIVERSIONS.
3.A 1 FOOT THICK LAYER OF NC DOT #5 OR #57
STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE
EXCAVATED AROUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT
AREA PROPERLY, AND STABILIZE WITH GROUND
COVER.
ROCK PIPE INLET PROTECTION
NO SCALE
3. ATTACH FILTER MATERIAL TO
POSTS AND EXTEND IT INTO
THE TRENCH.
CONSTRUCTION OF A FILTER BARRIER
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
RIGID LEVEL SPREADER LIP
6"X6" CONCRETE BEAM WITH 8'
MINIMUM LENGTH ANCHORED BY 4'
SECTIONS OF #5 REBAR ® 3 PER 8'
SECTION
GRASS
SWALE
5.0'
12" THICK #4 (1-2")
EROSION CONTROL STONE
VEG FILTER
I NON -WOVEN GEOTEXTILE
I FABRIC MIRAFI 140-N
1. VEGETATE THE GRASS SWALE AND REINFORCE WITH TEMPORARY DOUBLE
WOVEN EROSION CONTROL MAT (INSTALLED PER MANUFACTURERS
SPECIFICATIONS)
2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF
STORM RUNOFF.
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL).
4. TIE THE LEVEL SPREADER UP 3 FT INTO EITHER SIDE OF THE SPILLWAY
EMBANKMENT TO AVOID WASHING AROUND THE LIP.
5. THE LIP OF THE LEVEL SPREADER SHOULD BE FREE OF ALL OBSTRUCTIONS.
SET THE LIP OF THE LEVEL SPREADER 3-4" ABOVE THE SOD & EROSION
CONTROL STONE TO AVOID BLOCKAGE.
LEVEL SPREADER LIP
NO SCALE
DEWATERING
CONCRETE
BRICK
CONSTRUCTION SPECIFICATIONS
2.
THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE
MATERIALS
UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT
1. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE,
POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED.
NYLON, POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY
3.
A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4-INCHES WIDE AND
THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
8-INCHES DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE
REQUIREMENTS NOTED IN TABLE 6.62-8 OF THE NCDENR.
MEASURE.
2. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS
4.
WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH SHALL BE
AND STABILIZERS TO PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED
USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIMUM OF 6-FEET
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0' F TO
APART. THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE
120' F.
OF THE POSTS USING ONE INCH LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR
3. STEEL POSTS (STANDARD "U" OR T" SECTION) MUST HAVE A MINIMUM
TIE WIRES AND EIGHT INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE
TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
WEIGHT OF 1.33 POUNDS PER LINEAR FOOT AND SHALL HAVE A
MINIMUM LENGTH OF 5 FEET.
5.
IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE
MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN
CONFIGURATION SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS
INSTALLATION
ORIENTED UPSLOPE. EXTRA -STRENGTH FILTER FABRIC SHALL BE USED FOR THIS
1. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 18 INCHES
APPLICATION WITH A MAXIMUM 3-FOOT SPACING OF POSTS.
ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 24
6.
THE 8-INCH BY 4-INCH TRENCH SHALL BE BACK FILLED AND THE SOIL
INCHES ABOVE GROUND ELEVATION.
COMPACTED OVER THE FILTER FABRIC.
7.
SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
SILT FENCE
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
crAQu 17M
NO SCALE
NO SCALE
z
M
2" TO 3" WASHED
COARSE AGGREGATE
AS REQ'D
NO SCALE
NT
S•
M�N
RECEIVING STREAM
OR DRAINAGE WAY
W Y W W W W W W W W W W
W .Y .Y W W ..
W W W W W W W W W 1i W
LEVEL SPREADER
MECHANISM �- •VEGETATTED- FILJERY W W W
W W W W
W W M1 W W W W W W 'Y i W
30' (MIN)
FROM TOP OF BANK
NOTES '
1. THE VEGETATED FILTER SHALL BE A MINIMUM OF 30' LONG MEASURED PERPENDICULAR FROM THE
LIP OF THE LEVEL SPREADER TO THE TOP OF THE BANK OF THE RECEIVING STREAM, WETLAND OR
DRAINAGE WAY.
2. THE VEGETATED FILTER SHALL BE AS WIDE AS THE LEVEL SPREADER MECHANISM (10MINIMUM).
3. THE VEGETATED FILTER MAY BE NATURAL, UNDISTURBED VEGETATION IF THE AREA CONTAINS DENSE,
NON-INVASIVE, GRASS TYPE VEGETATION.
4. IF NATURAL VEGETATION IS NOT SUITABLE, VEGETATE FILTER (PER SEEDING SCHEDULE) IMMEDIATELY
UPON CONSTRUCTION.
NO SCALE
CONSTRUCTION SPECIFICATIONS
NOTES:
1. KEEP THE HEIGHT OF THE BARRIER AT LEAST 12 INCHES AND NO GREATER THAN
24 INCHES.
2. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM
ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN.
3. PLACE HARDWARE CLOTH OR WIRE MESH WITH J-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
4. PLACE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN DIAMETER, 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND BRING TO EVEN GRADE (DOT
#57 WASHED STONE IS RECOMMENDED), AND ON THE SLOPE TOWARDS THE INLET,
USE STONE 3 INCHES IN DIAMETER OR LARGER.
NOTES:
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE.
DIMENSION OF GRAVEL PAD -
THICKNESS:6 INCHES MINIMUM
WIDTH: 12-FT MINIMUM OR FULL WIDTH AT ALL POINTS OF
THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER
LENGTH: 50-FT MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING
THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE GRAVEL TO NEEDED GRADE AND DIMENSIONS AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT FENCE OR OTHER SUITABLE OUTLET.
EXIT PAD Y k
3 ' 4 5
C,A,R�<
s Ir�l•,••
33574
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SUL
SUBMITTED BY
ARM MEMBER
ACTIVITY - SATISFACTORY TO
DATE
APPROVED
FOR COMMANDER NAVTAC
DATE
DES
JJB DR RPH
CHK
KJH DG -
DESIGNER
--
REVIEWED
BY
QC
DESIGN MANAGER
FIRE PROTECTION
BRANCH MANAGER
ENGINEERING DIR.
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CODE ID.
NO. 80091
SIZE D
SCALE:
MAXIMO NO.
541955
JOB ORDER NO. 2007-9A1880
SPEC. NO.
079681V
CONSTR. CONTR. NO.
N40085-06-R-6005
NAVFAC DRAWING NO.
SHEET
- OF -
C106
=RM RIDAMON: 01 AI1GUSr 2aa
C
I�
L
J

r
5
E
C
105'
ELEV=18.22
GENERAL NOTES: w w ELEV=17.42
2'
-CONSTRUCT WIDTH AND SHAPE OF THE DITCHES AS SHOWN
*AS SPECIFIED ON PLANS.
SWALE DETAIL (CROSS SECTION A -A
NO SCALE
Wl (FT. )
E
CS/RCP
ELEVATION
W2 (FT.
PLAN
108
•1
lo••••••���0••O•
►.`o❖.�
�.•.o•.
O••0.00•••00••00•••••O•••••O••O••••�
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1 • ! • 1 • ` • 1 1' 1 � 1
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•
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. 1 • ` 1 1 1 � . 1 !
►sA2.!..s0!.!.!.!.20.!.s!.e!.4!.!.2.02.:.:.0!.2.:.:.:.2.:.:.:.:.:.!._.!.!.52.2.
SAND FILTER
NOT TO SCALE
A H2; o
E11 H1
ail €
all O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE SIDE
SAND FILTER
CHAMBER
6"
- ELEV=22.22
CLEAN OUT
SAND FILTER &
SEDIMENT CHAMBER
CROSS SECTION
NOTES:
THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: $38,21, 838.27, 838.33 AND 838.39.
* INSTALL PRECAST ENDWALLS WITH THINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION. 838.
USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 64 AND WELDED WIRE FABRIC CON FORMING
TO ASTm A185 WITH 2" MIN. CLEARANCE.
} PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
12 OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTIR C913.
* WELDEO WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED,
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1"_
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE 05 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
FT. MINIMUM
ENDWALL DIMENSIONS
MIN./MAX. i MIN./MAX. MIN. /MAXMIN.
/MAX.
MIN./MAX.
PIPE DIA.
BAR
SIZE
H1(FT.) I
H2(FT.)
D (FT.)
Wi
W2
1.0
#5
@
8"
1.2512.0~ 2
0Qf3.75
11.25[l.75
3.0013.75
5.5016.00
i--_........
1.25
#5
@
8"
1.2512.00 ;3.00/3.75
11.2512.00
3.50/3.75
i 6.50/fi.75M
1.50
#5
@
8"
1.2512.00 .3.00/4.25
1.5012.50
3.50/3.76
6.5016_75
2.0
#5
0
8"
1.5012.50 14.00/4.75
1.75/2.50
4.00/4.25
11 7.5018.25
2.5
#5
_@
8"
2.5013.50
4.00/6.00
2.00/3.00
4.5015.50
10.00/11.60
3.0
_#5
@
8"
3,0013.50 5-.0-01-6�.00
12.75/3.50
5.25/5.75
11.50/11.75~
3.5
#5
0
8"
3.2514.50
61 .00/6L7
`3 25 3.50
6..00/6.75^^
-12.00/13.25
4.0
#5
@
8"
3..50/4.50 j6.5017,00
j3.2513.50
6.50/6.75
13.00113.25 A
4.5
#5
@
8"
4.00/5.00
---�--
6.5018.50
-
3.25/4.00
7,0019.25
13.50115,75''.
5.0
#5
@
8"
-
4.5015.00 17.00/8
-
.�5-0--�'-3-2514.00 E
y 7.25 / 9 , 25
13.75115.75-
5.5
#5
@
8"
4.5045.00 ;7.5018.50
13.2514.00 1
7.25/9.25
14.00115.75
4.50/5.00 17,50/8.50
!3.25/4.00
7.75/9.25
14.75/16.75
PRECAST CONCRETE ENDWALL KDOT ROADWAY STANDARD DRAWING 838.80
NO SCALE
1 ' 2
3
SEDIMENTATION
CHAMBER
VARIABLE DEPTH (1" MIN - 3" MAX)
TACK COAT
2" BITUMINOUS CONCRETE-\ 0.15 GAL/SY--\
0
TACK COAT @ D
0.15 GAL/SY
EXISTING BITUMINOUS CONCRETE
EXISTING SUBGRADE
ELEV=18.22 NEW PAVEMENT OVERLAY
NO SCALE
SLOPE: 1/4" = 1'-O"
d-
<�N,,..MIAR,O�
O E
33574
OSHUA N
sFAE
SUBMBIED By
DRM MEMBER
ACTM(Y - SABSFACTORf TO
DATE
APPROVED
FOR COMMANDER NAVFAC
CONCRETE SIDEWALK PAD DES JJE3 DR RPF
NO SCALE
2" ASPHALT SURFACE COURSE
- 8" AGGREGATE BASE COURSE
EXISTING GROUND
NOTES:
AGGREGATE SHALL BE LAID AND COMPACTED
IN TWO LIFTS (4" THICK)
BITUMINOUS
PAVEMENT S
NO SCALE
CHK KJ H
DC -
DESIGNER --
REVIEWED BY
CC
DESIGN MANAGER
3" DOME FILL POST
FIRE PROTECTION
WITH CONCRETE
BRANCH MANAGER
ENGINEERING DIR.
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CONTINUOUS CONCRETE
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CODE ID. NO. 80091
SIZE D
2' DIA
MIN.
SCALE: --
MAXIMO NO. 541955
NOTE: BOLLARD SHALL BE PAINTED TO MATCH
JOB ORDER N0. 2007-9A188C
COLUMN COLOR.
SPEC. NO. 079681V
CONSTR. CONTR. NO.
BOLLARD
DETAIL
-6005
N4008NG
NAVFAC DRAWING NO.
NO.
NO SCALE
SHEET - OF -
C107
5 ORAWFORM REVISWN: 01 AUGUSF 2004
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I 'I �' DEMOLITION NOTES
II I I �G \h'1�k 1� S00 \` nJ�,.u2,' I �h 11 11 \ s \1 .7' BRICK WALL 1
1h1hti° P 11 \h \ t\ II11'# X `�' oH. srM. O SAW CUT AND REMOVE ASPHALT/CONCRETE
100 h E.W. 9b\ \ _ 1d-1 66 1 g� ° 161 \ 24 % E. S. - STM. SUPPORT (TYP. )
' ho 1h k h� ;t01 I 11 x 1 _ _ _ - _ _ �❑ O2 REMOVE ABANDONED ELECTRICAL PANELS
h E. CB. (DOUBLE)
I 0
1h. 1 p• 1h. 1h' �• 1 1h' 1 , �° E. S. MH. 16
1 CONC. HOWL. 6 11 RIM = 17.32 RIM = 16.34 O3 REMOVE BUILDING AND ASSOCIATED FOUNDATIONS
a9 NV. = 7 4.02 '. 70 O - j
lgop 1h•h1 °�J •. - 1 /x\--170V.-2 (E) = 1 �®NV. 24 W - 12. 0�9 i 1.
16I 1 h G ` 1 ; b. k �, �\ INV. 24 " (NW) = 1. 65 1 1
I, 1 I X 1h' \0'h\ ( y °� h h I I ti 1 / I O4 REMOVE POWER POLE AND OVERHEAD LINES
1 0\ h� 6h9--------- 6. k. 9 L i O
° wasH AREA � 6.a0 ----- ---- --�'� - ----- ;� �� 11 Q p�� I i I i I OS REMOVE COMMUNICATION MANHOLE
X 1 �\\ 1 11 it\ 111 _- 1 , I II �) 1, 1 I II 1
❑ 1 _
- ~I 1 I I 9� _ REMOVE POST AND BASE
of I \h F--� O O O [ 1�9 16 0 I - ------- i O
I' hI I I I X 1 gg O O O O C _ 1� `\ �. `� \ _ '1I 0l� �,1 11 6 1 J 1 1.
k I I 1h' 1� o� � A 691 ONC. HOWL. 1 ;, .1 _., 1�' x 1 _ -------------- 17.0o O7 REMOVE TREE/SHRUB
x 1 'L F 1 INV. = 74. 15 I '� h-E' - Lam_
TEL. PED. (2) h ; 'I l% oo -
_ H. E
6k - �.I \�I°1 '; I 1h 1h H I 'S h ' 1 X r-�-�--�-7 I '
�,. ;q k'1 ' I ' rYx';/;'I I- EROSION CONTROL LEGEND
SHED AS502 11 ----' ' W'
till
IIII I 1 O ' 1 1 1 � I %-=-- 6 ,. �--yY------------ , I 1 I t , I - ? 16 E
ti�1�1 \IIII 6-1 h6 W.V. 3 9 t-;
x C) \ `b �' T'
� 1 H 0 I I W.V. 2
I '� � PIPE END 1 \ 1 -'----J---- J
() SF SILT FENCE
Pdl n NV. = 14.6Z 1 kk 'b1 k� \` -
p, I
1h k PI E 10 �k 0- h6 1 \�
9
I N 1h: g 16 �� % , IN :.00 �1 1� 6 1`b• = 119 •�, 1'1 11
'I. o ; k o SAN. CO. 16' 16'16. 6 I I^6• ho 611�X 1�' , 1
1;I; O O p 16 16' 1�' O `I ! I I I CE TEMPORARY CONSTRUCTION
31; ;I X n ❑ O 0 0 Da POST W/ CONC. W/ \ I I n �hh GRASS AND SAND 1 I ENTRANCE
y k o H PICNIC TABLE 6 1
o I I 0 0 GRILL IIII
III 0 hr 6' 6' IDOOR - - - - -- m 1b' I I I
1 1 p I'�f' � \ hk
1 1 �' --- 1 1 6 6IT i� 1 Otw' \�100 . y a 1�1`b' SAN. CO. 1�k� i I 1 1 :■■
1 �h 61 6 b� k S� 1 ---- i �- Lk 1 1 , O \ 1 °' 11_ ___y __l____J
1 6' 6' o TEMPORARY BLOCK AND GRAVEL
6. R 1 6• kh 16� `L �i 916' 6• ,b 1 ; ti I
X 16� 16 116. 1616 6\a �01 �° o; . ,Z ��2------- 1 . ■ ■ i DROP INLET PROTECTION
i I `116G�_1���.-" _-16 1Gj. _ • -- -- -- ��'� ® �7 m TEL. HAN�HC'-�E ---- -6�, 'J9 \ 19 k1 AI,,,,,,,,,..,,
1 I I 6 ❑ -ram` �_ .�_ _ 0 1,Oo = 18.89 f b' 1`b' I, . \ 11 N ROB
16--------� -�-- - ------ /
2) 1 ( x 1hh0 = 5 'b HORSE SHOE PITk9 0 k 6 .1��0 k --- 1 = e�..• "`Ess�",, 2''<
O I I I 166' Q 111°0 1 \6'1 1 (��C \ � E UG. TEL.
^. t , TEL. _v ,
I I I� /, 1 1 �"'�. 11. 9 �.11 II (APPROX. LOC.) -
'p916_ _GRA-Ssr--` 1 PE(�D+-.� ,\ Of/ I I m I I I v I TEMPORARY SAFETY/ A -
0
1 I` I I, C.P. TEST SECURITY FENCE 33574
1J OR P/7: 01 °° / o oI I IoI I Iolo'I IoI'mlo;l e{ CONS. (2)
1 \ 11j. G x E. TEL. MH.\
,
CONC. PAD 6 \ \. \F RIM - 18.3�,
1 Z 6' BASKET45AL4-- A �/ ��N 7' CLF. W E. ELEC. MHL
1 ---- - �\ 3 STR. B.W. RIM = 1&'19'' TEL. PED. (2) ROCK PIPE INLET PROTECTION weuIDEDB
161h \61 UO 11 •° 0� X` X x x X x x X x x-�VORI
PIPE END _ 11' '
\`° n NV. = 75. 15 = Pl P' F o°'%� E1 j ELEC. AI CES15 1 1k
FIRM MEMBER
W 0 m 1 �.p0-- hh N 10 E. TEL. HANDHOL 0' DA7E \6. : = ' • -- • 1. k % % RIM = 18.77 1`b' X OUTLET STABILIZATION ""�0 m
k� 6hti o� 0`'" • �•--- 1 ; RI = 1a.53 ;' ° \, 0a j 1 STRUCTURE
T.O. B_ \1 nM14 - n
1611 - - T-O. B. Noz) 6 0 12_ c_ S - - - -� _-_- -__ _ _ _ _ - - = 18. L - RROYID
__ - __________-=-----11�� _
-� 1 b E rEL. M EEC °
_ -� 1 4 1� o� �\
` X �% 1�. we s� srnc�am TE
1------------- ----- _ _ - - _= _ - 1 -s E E. S N. MH. o OH o f
h'- ----' 8" AN.fPIPE END�Jh_-- ) �l 18.01 0 a AS 568 kk � �6L
1 g--7------=FPS----=-___ ---- - ,. % 1 1 '. O TEMPORARY SEEDING
ni - - --- -- -- - INV. " N - kh I /
6 k E SAN. MH. 16 \� . E. H. LINE- - V. 7 (TYP.) ----- ) cauwR RA
- II (S W) = 9.9 k 1 19 ko 10. 10 • 1 / FOR DER i
\ RIM - 16.85 _T - - 0.. ! C 8" (S) = 9.8 S�5 - -
8 -� - GRASS- 6 m 11 � y1 0 10 pti \° pti 8 1��0 0� PS PERMANENT SEEDING GHK - a� ON:
Nt 12 x 1 k O DES DR
C. T Ok ti %, O ' !-� I O �� 1 1 19. 1� 1�. 1�' 1�' �✓� 1� DESIGNER --
�ti 5 POST (TYP. p ? II v/ 0 6 h X; ' L 1 REVIEWED BY
FOR 10) -��x ? Z. 1 i C k_ _h -- 19.00----- - ac
00 E. EL�C. M.H. Z IIm O �1 q��h I �- DESIGN MANAGER
11. RIM 18.51 E. TEL. M.H. x Im IIZ �/� ° \ 1' \ o x , o.° o EROSION CONTROL NOTES FIRE PROTECTION
18.47 I n 1 b ho \ I r II, ' 0 BRANCH MANAGER
\a ti �/� h� k6'� k1 ENGINEERING DIR.
11 a 4 ti k 1ti x �o II\��� 1. EROSION CONTROL DETAILS ON SHEET C106. o s
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icy Z :z
2. ROCK PIPE INLET PROTECTION SHALL BE MOVED TO NEW o g
j k \� 1 ELEC. ACCESS I o GAo� LOCATION AFTER EXISTING PIPE HAS BEEN EXTENDED. SEE " Y Ld
_ _ ELEC. ACC E S b 0' z o � z
6 6k X o' SHEET C104 FOR NEW LOCATION. r 5 o
X-_----�� Ix
o z H
• k 3 A4 =18�� - - - - 1 8 " E. SAN. _ 8 " -SAN. A . z O J
10.22 - - - - - - - - - -" - - ------r--= - 3. SILT FENCE ALONG THE NORTH AND NORTHEAST PORTIONS OF 1 V) o
h1 p0 CONC. PAD W z Y
1 �6 1° /N B til 10.3 1 20. I �o �k SITE SHALL BE MODIFIED AFTER NEW DRAINAGE DITCH HAS BEEN W o U o
II �- -
, 6 INSTALLED. ? N
2 (n'P,� GRASS
kk 9k 96 6� �'T �k �� 6 �CONC. PAD a U Q z
1� 4 4 III 1° 19 10. y0' ti. 0 ^� 4. LOCATION OF PERMANENT SEEDING IS SHOWN ON SHEET C105 `� a Q
-- - -- 1 W.V. (2) z W O
y1 yh k1 k1 ' h\ hh \ lb�h0 1�� - - - - - _ _ _ . �� • �-•-�+ • ° I ; �6 �05 5. TEMPORARY SAFETY/SECURITY FENCE SHALL BE 7' CHAIN LINK Z U
BOLLARD ( )
FENCE T F RE
�� • ° ° ° j H a .V. N WITH 3 STRANDS 0 BARBED WI
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TS
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OLLA Z
1° IZZ F I FUEL TANK SUPPORT Z Z
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:
CC
E. MTL. CVR. 9 6 0 -- -- - A OST 2 G
h \ _..._ ---- P O
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RIM $ 18. 14 0 ° ° -. ,......y._ OVE
° ° I.CONCRETE-
a °
c _..... 1 -I °
a.
° E.: C ° 19�h
E. !SAN. PH. 1A
_.... - - ...._..-._.. i_ -OR -
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- - Nl 8;' (S) = °(IA) ° ° a ° ° k ? CONC. PAD W/ HIGH VOLTAGE B a - W
o,Z No ° h ° ° ° ° 11 k V A
_ - _ . ° ° ,h ',I ° 18 S° 1 v 0 ° .+. 0 MON/TDR/NG I WELL Ill\9' o
V B
Y
. inns. �a„ I/cl � � Rn' � _ ° � L
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1 1 2
3
GRAPHIC SCALE
CODE ID.
SIZE D
SCALE: -��091
�•-25' 0 25 50 100'
MAXIMO NO. 541955
JOB ORDER NO. 2007-9A1880
SPEC. NO. 079681 V
CONSTR. CONTR_ NO.
N40085-06-R-6005
NAVFAC DRAWING NO.
SHEET - OF -
C103
DRAWFORII REMSIOW 01 AUGUST 2004
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