SW8950710_APPROVED PLANS_19951019

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q 5 0-110
DOG TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�9 9 5101 c)
YYYYMMDD

UL SPLL PREVENTMN FAULMES P 845)
wHOLCROICC/PUBLIC WORKSIFOR
OMBE BOULEVARD
YA
OL OJ.OUIS ROAD'NRAKIPI=rviDOGWOOt PCAIN ACC1450
MAIN ACCESSCONSTRUCTIOOIL SPILL
PREVENTION
FACILITIES (
- EY.PANDCD WET DETENTION POND
EI_ECIRONICS COMMUNICA1101IS
MAMTEHANCE FACILITY
BASE
SANRARY
LANDFILL
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P�
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FRENCH CREEK
BORROW PIT
LLOCA' tom MP
GRAPHIC SCALE
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MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND
ATLANTIC DIVISION
NAVAL STATION, NORFOLK, VIRGINIA
NEW BERN
0
LEJEUNE
LAKE
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NO SCALE
APPROV,FD .
NORTH CAROLIN, Jr 'Hr N":ENTAL
MANAGEMEi t MMISSION
DIVISION 0P EMJIRGNMENTAL MANAGEMENT
Date 101 OGT .1995
Stormwater Certification No.`s $jf'�b-7/0
9 k c LS 0 V IS h
AUG 2 5 1995
19EM I�
VROJ #Su)13
DRAWING INDEX
EFD
DWG. N0.
NAVFAC
DWG. NO. I
SHEET NO
DRAWING TITLE
GENERAL
412480
T-1 I
TITLE,_LOCATION
MAPS, AND INDE%
412481
14312480
4312481
I
T-2
CML LEGEND AND
ABBREVIATIONS
CIVIL_
412482
4312482
C 1
OVERALL SITE PLAN
412483
412484
4312483
4312484
C 2
C 5
LAYOUT & UTILITIES PLAN i
LAYOUTT & UTIUTIES PLAN 11
412485
4312485
C 4
LAYOUT & UTIIJTIE$ PLAN III
412486
412487
412488
4312_486
4312487
4312488
C 55
C 6
C-7
LAYOUT & UTILITIES PLAN IV
_GRADING __& STORM DRAINAGE PLAN (I))
& STORM DRAINAGE PIAN-(I_I)
412489
412490
4312489
C-e
_GRADING
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
4312490
C-9
412491
412492
4312491
4312492
C-10
C-11
STORM SEWER PROFILES
WATER_AND FORCE MAIN PROFILES
_
_
412490
412494
412495
4312493
4312494
4312495
_
C-12
C-13MISCELJANEDUS
LIFT_STATION
- PLAN &_DETAILS
CIVIL DETAILS (I�
CIVIL DETAILS ((II
C-14
i MISCELLANEOUS
BORINGS
41 15 I4312496 I B 1 BORING LOGS
ARCHITECTURAL
412497 4312497
412498_ 4312498
412499 14312449
_A 1_
A 2_
I A 3
WASH
WASH PUMP
PUMP HOUSE PLAN ELEVATIONS &_DETAILS _
HOUSE -SECTIONS AND DE TAILS_O(
PUMP HOUSE: SECTIONS AND DETAILS (II)
WASH
STRUCTURAL
4 inoO
4312500
S-1
WASH PUMP HOUSE PLAN, STRUCTURAL .NOTES, & LEGEND
412501
4312501_
5-2
WASH PUMP HOUSE SECTION & DETAILS
412502
4212502
S-3
WASH RACK PLAN AND SECTION
412503
4312503
S-4
WASH RACK & OILIMTER SEPARATOR_PLAN & SECTIONS
OIL/WATER SEPARATOR SECTIONS do DDETAILS
OIL/WATER SEPARATOR DETAILS
412504
31
42504
S-5_
412505
4312505
S-6
412506
412507
412508
4312506
S-7
CREASE RACKS PLAN
TYPICAL GREASE_RACK SECTIONS
TY PICAL GREASE RACK SECTIONS
,4312507__5-8
4312508
k DETAILS
k DErk
II
S 9
MECHANICAL
4125691
4312509
M-1
WASH
PUMP HOUSE - PLAN & DETAILS
412510
4312510
M-2
I
WASH
I
PUMP HOUSE_- PIPING &DETAILS
412511
4312511
M-3
EXISTING WASH PUMP HOUSE - MODIFICATIONS
ELECTRICAL
4-12512
412513
412514
412515
412516
412517
412518
4312512
431251
4312514
4312515
4312516
4312517
4312518
E 1
E 2
E-5
E-4
E_5
E6
E_7
ELECTRICAL SITE PLAN (I) —
ELECTRICAL SITE PLAN II
ELECTRICAL SITE PLAN III & DETAILS
ELECTRICAL SITE PLAN N ELECTRICAL LEGEND & ABBREVIATIONS
ELECTRICAL NEW WASH PUMP HOUSE/WASH RACKS
LIFT STATION PLAN & DETAILS
ELECTRICAL SCHEMATICS
412519
4312519
E 8
ELECTRICAL PLAN - GREASE RACKS./MPCI
412520
4312520
E 9_
SCHEDULES AND TABLES
412521
_412522 _
412523
4312521
E 10
ELECTRICAL DETAILS
ELECTRICAL DELAILS_ II
ELECTRICAL DETAILS III
4312522
4312523
_E-11
E-12
GRAPHIC SCALE
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BM 'A' CHISELLED SQUARE ON SOUTHEAST CORNER OF
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GREASE RACKS (3) WITH SPILL CONTAINMENT24.82
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SITE PLAN
NO SCALE
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EXPANDED WET DETENTION POND
SCALE. 1" 50' CONNECT 4 FM TO EXIST MANHOLE
- 05-9a-a035
N62470-94-8-4035
NOTE: PRIMARY VEHICULAR ACCESS
ROUTE INDICATED FOLLOWS AN
SEE SHEETS C-2 k C-6
312482
EXISTING TRAIL, GENERALLY ALONG THE DCISiNG WOODS LINE ON THE GRAPHICRAPHISl'ALE
SIDE OPPOSITE THE EXISTING FENCE.
NO TREES ARE TO BE CUT
Q
EXISTING WASH PUMP HOUSE - MODIFICATIONS
_
°4
WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER
SEE SHEET M-3 & E-4
50 0
1'=50'
50 100
C-�
8
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6
5 4
3
2
1

ELECTRIC DUCT
SEE SHEET E-5
CONCRETE CURB
REMOVE IXISTING CHAIN LINK FENCE & FOUNDATION
ELECTRIC HANDHOLE
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SEE SHEET
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4' WATER LINE
m
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PUMP HOUSE
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CONCRETE PAD FOUNDATION
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SEE DETAIL
C2 CS
DETAIL
C2 C2
LAYOUTPUMP HOUSE
UTILITIES & FUEL TANK PAD
NO SCALE
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SEE DETAIL 8
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CONCRETE PAVEMENT
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MATCH LINE A
SHEET C-3
EXISTING STRUCTURES
QI SECURE (CAGED) STORAGE - BATTERIES &
OIL DRUMS
FLAN (D MEAL STORAGE BUILDING
GRAPHIC SCALE
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ACCESSORIES SHALL
E
SECTION 13210. "ABOVEGROUND VAULT TYPE FUEL EXISTING FEATURES IN THIS AREA. BOUNDARIES OF
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N
4" FM+�
CONSTRUCTION JOINTS OF 6" CONCRETE SLAB. TANK ®
1
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LIMIT OF CONCRETE REMOVAL
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THE RELOCATION OF MOVEABLE BUILDINGS WITH THE CONTRACTING
D6 OFFICER A MINIMUM OF 15 DAYS PRIOR TO THE PLANNED OVERLAY.
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GUTTER SHALL BE CONSTRUCTED WITH A GRADIENT 4 FOR THRUST BLOCKS SEE DETAIL R
C14
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Q IN ACCORDANCE WITH STATE STANDARDS FOR
GRAPHIC SCALES
412484
- 4
THIS LENGTH OF COMBINATION CURB & GUTTER
DETAIL C3 C3 REMOVE EXISTING CONCRETE SIDEWALK (4" THICK)
ONLY.
', OS-94-40}5
REMOVE EXISTING CONCRETE CURB 10 0 10 Y0
1"-10
N62470-94-8-403
PIPING LAYOUT - GREASE RACKS DEMOLITION PLAN - PART
431 4$
SCALE: 1' = 10' SCALE: 1" = 25' 1'-2525 0 25 50
C-3
8 7
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C4 13
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SEE DETAIL
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SEE DETAIL C4 C13 FOR NEW BITUMINOUS OVERLAY
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N62470-94-9-4035
5
MOVABLE STORAGE BUILDING
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=25'
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431 '}SB
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8 1
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MATCH LINE C SHEET C-4
a . NOTE- SITE PREPARATION FOR GRADING
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a ° ° 2 PROOF ROLL THE EXPOSED S EXCAVATION,
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SEE DETAIL FOR THRUST BLOCKS
° CS C74 3 UNDERCUT AREAS WHICH CANNOT BE DENSIRED, REMOVE UNSUITABLE
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SEE' DETAIL �� NEW 4' CONCRETE SLAB.
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412486
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... OS-94-4035
N62470-94-8-4035
1 0 1 2 3 4 5
/r-1 —d���—
437 486
PLAN
25 0 25 50
SCALE: 1' = 25' 1• =25'
7 m
C— 5
8 I --
— 6 I 5
4
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I 2 1 1

CONSTRUCTION SEQUENCE —EXPANDED WET DETENTION POND
1. CLEAN OUTSEDIMENT FROM THE TEMPORARY SEDIMENT TRAP (SEE SHEEP C-8)
s
FOLLOWING STABILIZATION OF ALL DENUDED AREAS.
SEE DETAIL C6 C7 FOR RIP RAP
SEE DETAIL C6 C14 FOR FLARED END SECTION
SEE DETAIL C6 C14 FOR EROSION CONTROL MATTING
2. REMOVE THE BERM AND STONE FILTER FROM THE TEMPORARY SEDIMENT TRAP.
3. PUMP THE WATER OUT OF THE EXISTING WET DETENTION POND.
4. EXCAVATE AND GRADE THE EXPANDED WET DETENTION POND AS INDICATED.
SEE DETAIL FOR MANHOLE
C6 C14
SEE DETAIL FOR PAVED DITCH SEE DETAIL FOR CURB INLET
DRAINAGE STRUCTURE SCHEDULE
SM. NO. TYPE TOP ELEVATION REMARKS
C6 C14
C6 C14
D
5. PROTECT ALL SLOPED AREAS WITH EROSION CONTROL MATTING.
.�_
` 6. SEED AND MULCH ALL DISTURBED AREAS.
N
1 CURB INLET 22.50 L = 10'
02 MANHOLE 24.DO
13 CURB INLET 23.05 L = 10'
\ _ I_p
REPAIR SOIL EROSION AREA.
SEE DETAIL C6 C7
%10 MANHOLE 24.0
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24
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'CURB
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INLET /3
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05-94-4035
POJ
62470-94-8-405
NOTE A CONSTRUCT 4' DRAIN LINE AT A MATCH LINE A SHEET C-7
�0 �•'�25
0.5% SLOPE.
CONNECT DRAIN LINE TO NEW
25 50
PLAN
NEW 15' STORM SEWER WITH A TEE SUITABLE 1*=25'
FOR THE TYPES OF PIPE BEING CONNECTED.
1•-25'
C_6
8 7
6
1 5
1 4
3
2

FF/��/XIS7. 1/2" STEEL TRASH BAFFLE \ NOTES: \
CONIC. EFFLUENT STRUCTURE CORE DRILL EXISTING 8' \
\ NEW 2' I.D. REINFORCED CONCRETE WALL \
SCHEDULE 40 FOR INSTALLATION OF 2'
P.V.C. PIPE STORAGE DRAIN PIPE.
1 STORM STORAGE ELEV.
5 V 1
18' R.C.P.! ..L DRAIN 2 FASTEN STORAGE DRAIN
m EXIST. 1 3/4" EIEV. PIPE IN PLACE WITH NON -
STORM STORAGE _ 65_+. SHRINK GROUT.
18' R.C.P. , DRAIN - \
18� R.C.P. 4/5' '2
( 3 BOTTOM OF E STORAGE DRAIN PIPE IS2 3BELOW
THE EXISTING POND SURFACE.
PLAN ELEVATION
MODIFY EXISTING OUTLET STRUCTURE CC
NO SCALE C6 C7 \
-3' MIN. (TYP)
ORIGIfAL GRADE \
I .
n oO a� EXISTING SOIL EROSION SLOPE 1
CLASS 1 RIP RAP
CLASS 2 RIP RAP, 18' MINIMUM
0
12' MIN. - -L l -
I I- - _. ImI -- UNDISTURBED SOIL
FILTER FABRIC
MOTES.
1. EXCAVATE ERODED AREA TO UNDISTURBED, ORIGINAL EARTH.
2. GRADE SLOPES TO A MINIMUM OF 3:1.
3. PLACE FILTER FABRIC OVER ENTIRE EXCAVATION.
4. PLACE A MINIMUM OF 18' CLASS 2 RIP RAP.
5. PLACE CLASS i RIP RAP TO MATCH ORIGINAL GRADE.
6. FILTER FABRIC AND RIP RAP SHALL BE CONSTRUCTED AND
TERMINATE AT A POINT A MINIMUM OF 2 FEET BELOW THE
PERMANENT POND ELEVATION.
MATERIAL NOTES
RIP RAP. STONE FOR RIP RAP SHALL CONSIST OF FIELD STONE OR
ROUGH UNHEWN QUARRY STONE. THE STONE SHALL BE SOUND,
TOUGH, DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, AND
SUITABLE FOR THE PURPOSE INTENDED. BROKEN CONCRETE MEETING
THE REQUIREMENTS FOR THE INDICATED CUSS OF RIP RAP AND
CONTAINING NO REINFORCING STEEL MAY BE USED WITH THE APPROVAL
OF THE CONTRACTING OFFICER.
CLASS 1 RIP RAP w STONE SHALL VARY IN WEIGHT FROM 5
TO 200 POUNDS. AT LEAST 30 PERCENT OF THE TOTAL WEIGHT
OF RIP RAP SHALL BE IN INDIVIDUAL PIECES WEIGHING A MINIMUM
OF 60 POUNDS EACH. NOT MORE THAN 10 PERCENT SHALL OF
THE TOTAL WEIGHT MAY BE IN INDIVIDUAL PIECES WEIGHING LESS
THAN 15 POUNDS EACH.
ASSL S2RIP RAP STONE SHALL VARY IN WEIGHT FROM 25
TO 250 POUNDS. AT LEAST 60 PERCENT OF THE TOTAL WEIGHT
OF RIP RAP SHALL BE IN INDIVIDUAL PIECES WEIGHING A MINIMUM
OF 100 POUNDS EACH. NOT MORE THAN 5 PERCENT SHALL OF
THE TOTAL WEIGHT MAY BE IN INDIVIDUAL PIECES WEIGHING LESS
THAN 50 POUNDS EACH.
FILTER FABRIC SHALL MEET THE REQUIREMENTS AS INDICATED IN
THE TABLE ON THIS SHEET.
_DETAIL — REPAIR SOIL EROSION 66
NO SCALE C6 C7
on
I
MATCH LINE A SHEET C-6
urt�hv
RACKS
20
16
14
JRB INLET M8
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zw
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TO .50
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B' ES 18 ES
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MATCH EXIST.
l TOG\ ti MATCH EXIST.
GRADE
_/ TOC 26.1
j TOG
6.40 \ C� Ex\5
I SMH //6 X��SQE�
(SEE NOTE 2) G --26—
LP
22 \ —
\16
� 1
\ SMH M5 \
i
10 \ DEMOLISH EXIST. OUTFALL
(27' CONCRETE HEADWALL 4 CYt) \
(15' CONCRETE HEADWALL 3.5 CYt)
(SEE NOTE 2)
SEE SHEET S-7 FOR SPOT GRADES IN THE
GREASE RACK AREA.
LIMITS OF CLEARING PLAN
CLEAR TO 30 FEET FROM THE NEW 1'=25'
FENCING OR AS REQUIRED FOR THE
GRADING INDICATED, WHICHEVER IS
LESS.
FILTER FABRIC
PHYSICAL PROPERTIES
MINIMUM TENSILE STRENGTH
200 LB.
ELONGATION
15%
MINIMUM BURST STRENGTH
400 PSI
MINIMUM PUNCTURE STRENGTH
80 LB.
APPARENT OPENING SIZE-MAX/MIN
30/130
(U.S. STANDARD SIEVE)
MINIMUM ULTRAVIOLET EXPOSURE
140 LB.
STRENGTH RESISTANCE
FUNGUS RESISTANCE
NO GROWTH
a
\ —22 — —
\ SMH A7
(SEE NOTE 2)
DETAIL
C7 C8
RIP RAP PLACEMENT
NO SCALE
5
LP
26,
z
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\
15' ES
v
LP
I LP
DRAINAGE STRUCTURE SCHEDULE
STIR. NO.
TYPE
TOP ELEVATION
REMARKS
(/4
CURB INLET
21.33
L = 16'
N5
MANHOLE
22.50
N6
MANHOLE
26.50
CONSTRUCT OVER EXIST. 27- STORM SEWER -PLUG 27' ES - SEE NOTE 2
#7
MANHOLE
20.00
CONSTRUCT OVER EXIST. 15' STORM SEWER - PLUG 15' ES - SEE NOTE 2
#8
CURB INLET
22.58
L = 4'
(/9
MANHOLE
25.25
MOTES
1. SEE SHEET C-10 FOR STORM SEWER PROFILES
2. CONSTRUCT DRINAGE STRUCTURES #6 AND A7 OVER EXISTING STORM SEWER.
PLUG AND ABANDON THE EXISTING PIPES DOWNSTREAM OF THE DRAINAGE
STRUCTURES AFTER THE CONNECTIONS HAVE BEEN MADE AND THE SYSTEM
IS IN OPERATION. PLUG EXIST. PIPES UPSTREAM OF DEMOLISHED HEADWALL.
ASSNDI 2 RIP RAP, 18' MINIMUM
SEE DETAIL CFOR CURB INLET SEE DETAIL C7 C74 FOR MANHOLE
NDISTURBED SOIL 7 C14
pyAv� F
r=25'
25 0 25 50
C-7
1
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WET DEiENTION POND AREA , CONSTRUCTION AREA (OIL SPILL PREVENTION FACIUTIES)
4 TOPSOIL
SEEDING OPERATIONS UTILIZING
EROSION CONTROL MATTING
��" WHERE WDICATED
FILL OR CUT SLOPES
OR EXISTING FINISH GRADE
WHERE INDICATED -
NOTE. PROVIDE AS SOON AS FINAL GRADE IS ACHIEVED FOR
SLOPES TO REMAIN EXPOSED FOR 30 DAYS OR MORE
OR WHERE INDICATED ON SHEET C-1.
EROSION CONTROL MATTING
Np 50LLE C6 C8
NOTES:
1 EROSION CONTROL MATTING TO BE ANCHORED 2 EROSION CONTROL MATTING TO BE PROVIDED IN
IN ACCORDANCE WITH STATE OR MANUFACTURER'S ACCORDANCE WITH STATE STANDARDS ADJACENT
STANDARDS. TO PAVED DITCH AS INDICATED.
8 7 1 6
`,\ 9 r
X ' x_t• r
-PRIMARY ACCESS ROUTE FOR
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SEDIMENT FENCE
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C8 G9
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OUTLET PROTECTION
C8 C9
I
NOTES RAJSF EXISTING MONITORING WELL
1
1 REMOVE TOP OF EXISTING MONITORING WELL.
t
APPROXIMATELY 2 FEET, TO THE BOTTOM OF
Ja
THE BENTONTTE SEAL
a
2 PROVIDE PIPE, SIZE AND TYPE TO MATCH EXISTING,
y
TO BRING MONITORING WELL TO 2 FEET BELOW
FINISHED GRADE.
$ 7
3 TOP 2 FEET OF RAISED MONITORING WELL SHALL
MATCH THE DETAIL BELOW.
`
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W
PAINT DAYGIOW RED
1 / MANHOLE W/6" MIN SKIRT
�/ 4' DIA THREADED do
y
Em8
LOCKABLE CAP
(TYP) I rl 1­3/4" CHAMFER
F:
:- ^-RN GRAnP
=:
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\ COMPACT SUBGRADE
`3' SO CONC COLLAR
r4 REBAR_/ 9' THICK
4 REQUIRED) _ _ BENTONITE SEAL 9 i
• 2' BELOW FlN
—GUY GROUND ELN.
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- SCHEDULE
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8 O CASING
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THREADED JOINT
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GRAVEL PACK
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W W
SCHEDULE 80 PVC
W Z
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e 6' LONG THREADED
u
PVC ADAPTER
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78' BELOW FINF
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F_
GROUND ELEV.
Q
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MONITORING WELL q
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NO SCALE C7 C8
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50 0 50 I00
1'=50'
a
2 1 1
0
C
i
0

SLOPE DRAIN - CORRUGATED FLDCIBLE
CARRY RIP RAP POLYETHYLENE TUBING. SIZE INDICATED.
�Ok' UP SIDES OF
`
'
'
TOP OF BERM VMIN. I 2'MIN.i 1' FREEBOARD
SPILLWAY r---- EARTHEN DIKE
rELEV.
o
, 16.0
TOP ELEVATION. 1 liT
OF SPILLWAY __3 _______________________ co CLASS 1 RIP RAP
ELEV. 15.0
pF
it - 11 n /�/i�%,%`/,\/ 1
D
- 1------ BOTTOM ELEV. 11.0 A A
ANCHOR PIPE AT 10'
MAXIMUM LEVEL OF SEDIMENT r?1 RIP P /� ON CENTER
COLLECTED - CIFABASIN L " 8'MIN.
WHEN THIS LEVEL ISS REACHED MAXIMUM /
d
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SEDIMENT DEPTH
SEDIMENT
. 65' STONE WASHED DETAIL GG -77 -
E
�
5
C8 C9 4YPIPE _
W
c
w
�
TEMPORARY SLOPE DRAIN SD PLAN VI
SECTION THROUGH TRAP AND FILTER
—
NO SCALE
CARRY RIP RAP UP SIDES OF SPILLWAY— - 20,
�
CLASS 1 RIP RA P- 70• MINIMUM 4YPIPE
TOP OF BERM
1 FREEBOARD �ELEV. 16.0 70' MIN.
\1
—� , 24
-�x CLASSA
EROSION CONTROL STONE
'
�� EXISTING
�� 3 FILTER FABRIC
�5:1 PAVEMENT
KEY IN FILTER FABRIC
FOR 6'-9.
a5 WASHED STONE �`ii���ay `:v� J "'�ir`YT,`\r`,` MOUNTABLE BERM SECTION A -A
gi Z
l..
6 MIN. DETAIL HH
FILTER FABRIC
N' u
M
7' APPROXIMATELY SIDE ELEVATION
EXIST. GROUND
OP
\ 70' MIN. OUTLET PROTECTIONzj
a
SECTION THROUGH BERM AND FILTER NO SCALE
W z
o/EXISTING
DETAIL I 1. SET POSTS AND EXCAVATE A e X 4" 2. STAPLE WIRE FENCING TO
C8 C9 •I TRENCH UPSLOPE ALONG THE LINE THE POSTS.
i
10'MIN OF POSTS. —MESH SPACING
6' MAX 12 1/2 GAUGE MIN. / 6" MAX,
�•
. [� '?
TEMPORARY SEDIMENT TRAP �� PAVEMENT-
ti4
NO scv_E �,r�r• � SSSIII ��;, _ � , _
3 '3 � ,;
� TRENCH-�W
_� CLASS A
�—CURB INLET EROSION CONTROL STONE
O .MUST EXTEND FULL WIDTH 4- STEEL OR WOOD
c <
OF INGRESS AND EGRESS
PI-qN yIEW POST -IMBED 2'
a 6
OPERATION
s
_
O
D
WIRE SCREEN CONC. BLOCK
�VS"�-
DETAIL DD 3. ATTACH THE FILTER FABRIC TO 4. BACKFlLL AND COMPACT THE
5 S
m
THE WIRE FENCE AND EXTEND TT EXCAVATED SOILg0--
`- °' INTO THE TRENCH.
W -CL
_"
GRAVEL FILTER -- �FILTER FABRIC
`• -
CONSTRUCTION ENTRANCE CE - -
"= W
F
<
RUNOFF WATER FILTERED WATER �.� ..
OVERFLOW / v
`. O
7
WITH SEDIMENT -..... \ \ NO SCALE �: n "" 4-` TRENCH
r r
5
a
/,�
SEDIMENT—J �` M�`�`•G"R CURB INLET
o
_
WIRE SCREEN—� LYx4WOOD STUD EROSION CONTROL NOTES
<
F
Z
z
EXTENSION OF FABRIC AND
Q
p
_
DETAIL EE 1. RIP RAP AND FILTER FABRIC SHALL CONFORM TO THE MATERIAL WIRE INTO THE TRENCH.
NOTES ON SHEET C-7. POST
a.w
GROUND LINEDURABLE
C8 C9 2. CUSS A EROSION CONTROL STONE SHALL BE OF A HARD, FILTER FABR;"WIRE,
NATURE AND SHALLRANGE IN SIZE FROM 2' TO 6' TRENCHAND
MEET THE GENERAL REOUIRET.IENTS FOR RIP RAP.INLET
PROTECTION IP
o
3. COARSE AGGREGATE SIZES INDICATED SHALL CONFORM TO
NO SCALE THE GRADATION REQUIREMENTS OF ASTM C-33.
A
f
.
GRAVEL FILTER SHALL BE J5 OR J57 COARSE AGGREGATE
f
4
DETAILL
-
C8 C9
0.5-94-4p}y
NG24)O-9.-B-N33
SEDIMENT FENCE SF
4312490
NO SCALE
11 Aw
C-9
8
7
6 5 4 3 2
1

i
I
0
42-
c
D7Z
NV
-30
o
z
n
o
a
w
vl
w
o
�
3
3
�ii LTlu�
33i
3fr
L
S U::
^
o
o
rn
I
O
Q
F
m�
S
Ir E
Fe
Co
IGa
V
a•` ¢
�14
o <
3
o
B
a
00
�
v
-
W N
W w
N
Z - F
O a J 0
`<
n o
5 LL a
o
OF THE STORM SEWER
F O w
F
—
—ITY
PROFILED<
Z z v
Q
O
N
a
J
a a
i J
-'o
A
c
6 d
OSP-845 35
GRAPHIC SCALE
N62470-94-8-40
5 0 5 to
`431�491
r=s
-
25 0 25 50
44
C_10
8
7 ( 6 5
4 3
2 1
SMH �f6
TO =26.50
�
CI
FlNISH
GRADE
SMH �f7
25
S �FUARED
� � 70P=23.09
,f3
_SMH
5
TOP=20.00
25
jOP=21.33
II
�
20
20
15
O
INV
g�6:3
O
75
I
/ I \ i4INV
IXISTI
15"=13.96t
10
(
�
10
�
INV OUT=
0.74
1
�
�INV
OUi=9.97�
�
� INV
IN=10.8�
INV OUT=11.33
INV IN=111
43 I
INV
OUi=77.97
z
0
�
INV
i
57
INv
75
IN=70.47
LF OF 36'
S7
153
LF OF 136'
Si OI
0.325
I
170 LF
OF 36' Si
O 0.32R
_
�
40 LF OR
15' ST
O 0.325
INV =
6.00
70 LF OF
O 0.
4Y
4R I
I
I I
I
I
I
I
I
I
I
I
EXIST 17"=15.8t�
I 1
I
INV
CLASS 2
RIP RAP
NOTE,
VERIFY
jTHE ELEVATION
OF 1HE
16 if
OF CONCRETE
PAV£D
DITCH
O 23.60x1
H 07 TO
SMH 06
TO MH :F
TO GI �4
TO CI 03
TO OLOFALL
IXISDNG
STORM
SEWER PRIOR
TO

NEW
(PO
GRADE
i D CEMENT
I
CONCRETE)
NEW
NEiV
GRADE
GRADE
RF)
( RTNMINOUS
CONCRETE)
—
1
r 4'
9d
�
EXISTING
GRADE (
ffUMINOU9
CONCRETE)
D
C N
E o
NOTE WATER AFTER
CER s
C w
c m
S
mE yB'SE E;ea�:j'
3ie
N
ga
N O
a
m 4
I:
w e 7 €
H Fi aY i5o ZB
i3
a
�'CY sn,r•
a3
m
v y
N
J
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O c 7 ma
n U z
5 < a
> 0 ` w
z w
F O o —
Z F w
< z
z
�< w a
K
d u
a
3
o a r a
s - J
o O
-' A
AS SHOWN
47 4
OS-?4-4035
- GRAPHIC SCALE "
N6247G-94-B-4035
-s 5 0 5 to 4312492
25 0 25 50
BEN
(7,
Iu
ACHIiw
w�L 1 L EVE

FINISHED GRADE J LA' 4 1 YR I
�- 30008 CONCRETE
Y RADIUS T . —� 1 IC' BITUMINOUS CONCRETE SURFACE COURSE I ,/Y BITUMINOUS CONCRETE OVERLAY
AGGREGATE EASETYPE I-1 TWE I-t
�I 1':1' A T 4' BITUMINOUS CONCRETE BASE COURSE
PPoME GUT
' SURFACE 71 e • VARIES
n � TYPE, HB E%I57. W. CONCRETE PAVEMENT
_ CONCRETE B' AC.GREGATE BASE MATERIAL
4 T
BASE I �I • 4� TACK COAT ,
CONCRETE COMPACTED SUBCRAOE �dBA@+ a ~AGGREGATEBASE COURSE J I�-'�- .zC 4:L. • :vN?»,vi, '� D
—rI I!\!�\!�f\\\!�\!�\!�\G�C!�\<\\.,�� `� IX15T. AGGREGATE BASE
2 -� `PACTED
COMPACTED SUMEIGRADE SUPACTEDMBGRADE
NOTE NORTH CAROLINA STANDARD CURB SHAPE MAY NOTE: NORTH CAROLINA STANDARD CURB SHAPE MAY $DB4RApE a '�
BE SUBSTITUTED AT THE CONTRACTOR'S OPTION. BE SUBSTITUTED AT THE CONTRACTOR'S OPTON_ a o
a In
DETAIL c2E,' DETAIL cz01' DETAIL czH, DETAIL c21 , DETAIL czJ
_ CONCRETE CURB COMBINATION CURB & .GUTTER CONCRETE SIDEWALK BITUMINOUS CONCRETE PAVEMENT BIT. CONCRETE OVERLAY _
NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE
j HALF SECTION I HALF SECTION PAVEMENT TO PAVEMENT BEING >
_ 3< PAVEMENT REMOVAL OVERLAY EXISTING PORTAND CEMENT 8 r 1 1/2- BIT. CONC. OVERLAY RECEIVE OVERLAY CONNECTED TO
VI 8' r 1 1/Y BIT. CONC. OVERLAY CONCRETE PAVEMENT i} �) rj S PAVEMENT REMOVAL: CONTRACTOR I S I "I
/ SHALL SAW CUT AND REMOVE TIE
____-- _ EXISTING BAND AGGREGATE
CONCRETE g ;
/ / PANT CUT FACE WITH 10' PAVEMENT AND AGCREUTE BASE e
i L/ AS INDICATED. S J9 c
\..\\„\\.,\\.,\\1\��� ) BITUMINOUS MATERIAL _____ 8'___ _2' O¢ �a + 1 a
L PAINT CUT FACE WITH USED FOR TACK COAT --�— —
BITUMINOUS MATERIAL PAVEMENT REMOVAL CONTRACTOR SHALL 7 BIT. CONC. BASE COUSE TYPE HEI k' ° C
PAVEMENT REMOVAL CONTRACTOR / USED FOR TACK COAT SAW CUT AND REMOVE THE EXISTING < .
SHALL SAW CUT AND REMOVE THE BITUMINOUS CONCRETE PAVEMENT TO B' TACK COAT BETWEEN BIT. BASE k SURFACE COURSES
Z' BIT. CONC. BASE LOUSE. TYPE HEI
EXISTING BITUMINOUS CONCRETE d TACK CUT BETWEEN BIT. BASE k SURFACE COURSES FROM THE ABUTTING GONG. PAVEAMENi RECOMPACT EXIST. PAVEMENT REMOVAL 1
PAVEMENT TO THE DEPTH REQUIRED TO A DEPTH ftE0U1RE➢ TO PROVIDE THE BASE OVERLAY SHALL MATCH THICKNESS OF EXISTING '^ TO PROVIDE NEW WORK. RECOMPACi EXIST. NEW WORK. o ^ r.
M BASE BITUMINOUS CONC. PAVEMENT, Z' MINIMUM. U =
DETAIL L 0' / WHERE THE EXIST. PAVEMENT EXCEEDS . IN
THICKNESS. D BIT. 1 1. B BIT. LONG SURFACE, m.
C2 1 I 1/2' BIT. CONC. OVERLAY TYPE I-1 AND BIT. LIFTS
T BASF TYPE HB WTH II o c h
DETAIL K 4 ; 7AC% CUT W ? UF5 TO MATCH EXISTING
C2 , / THICKNESS. b
OVERLAY AT EXISTING
OVERLAY AT EXISTING CATCH BASIN/STRUCTURE PORTLAND CEMENT CONCRETE PAVEMENT LPAINT CUT FACE WITH
� It
H NO SCALE NO SCALE BITUMINOUS MATERIAL F d L o 5 0 H
USED FOR TACK CUT (TYPICAL) v+.
AGGREGATE BASE
COSTS 0 10' O.C. I MATCH EXISTING BASE 8' MIN.
• (MAXIMUM) I BITUMINOUS CONCRETE OVERLAY
FILL POST WITH CONCRETE
PAINT 4 WIDE ALTERNATING
BLACK k YELLOW STRIPES.
4" DIAMETER-
r� SCHEDULE AO.STEEL PIPE GONG. PAD
CONC. WALK
�- 1' CROWN�CONC. WALK
T
\� 1/2• EXPANSION JOINT (TYP) J 2
c CONCRETE FOOTING
rAUTOMAn
2 CU. FT. / ORAIN
OF GRAVEL
SIZE J57
J—�j 3/4'
112- CA.I FILTER FABRIC -
MIN.
DETAIL c2M7`
BOLLARD
NO SCALE
8
7
bI
NI
BI
TE
W
I WI
DETAIL c2N,
YARD HYDRANT (FREEZE PROOF)
NO SCALE
6
S DETAIL O.D. CORNER POST C4 Ci
OVERLAY ABUTTING EXISTING
BITUMINOUS CONCRETE PAVEMENT
LINE POST CORNER POST
DETAIL c201
C3
CHAIN LINK FENCE
NO SCALE
5 1 4
r MATCH EXISTING
EXIST PAVEMENT / PAVEMENT SECTION
/ P MIN.
TACK COAT
12' TRENCH 12'
MIN V WIDTH I MIN 17
SAW CUT
PAVEMENT EDGE —
UTILITY BEING CONSTRUCTED
I
PRIME COAT
(IF BITUMINOUS)
SAME AS EXISTING
AGGREGATE BASE COURSE
8' MIN.
COMPACTED
BACKFILL
DETAIL C2P 1'
C4 C5
TRENCH REPAIR
NO SCALE
3 2
1
b�
C-13
1
C
A

IIN
UNDISTURI
BENDS
24'MIN. 12' k LARGER PIPE 4j�,1
18' MIN. IG' k SMALLER PIPE
m`
mI
SECTION X-X
BENDS & TEES
1121X.`
MIN.
I
. '/
.-.I
/
-
; a
1
PLAN &
t
ELEVATION
PLUGS
SIZE
48ENDS1 BBENDSD 168ENDSI TEES PLUGS
A B A B A B
A B C D
3'
1 12' 8' 6' 8- 4' 6' I
Vj 8- 8' 1 18-
4'
1 12' 8" 1 6' 8' 1 4' 6' 1
8' 8' 1 8' 1 18'
NOTE
THRUST BLOCKS SHALL BE CONSTRUCTED AT
ALL BENDS. TEES AND PLUGS.
DETAIL G2R1
C3 GA CS
THRUST BLOCKS
NO SCALE
INTERNAL EXPANSION BAND
FLEXIBLE CONNECTION
STAINLESS STEEL CLAMP
PRECAST MANHOLE
FI.E:OBLE CONNECTION
CONNECTION TO PRECAST MANHOLES SHALL BE MADE WITH A FLEXIBLE 800T. THE
BOOT SHALL MEET ASTM C-923. BOOT SHALL BE MADE FROM NEOPRENE RUBBER
AND HAVE A 3/If MINIMUM WALL THICKNESS THROUGHGJT. THE INTERNAL EXPANSION
BAND TO SECURE THE BOOT W PLACE SHALL CONFORM TO ALUMINUM MATERIAL
SPECIFICATION 6061-T6. THE EXTERNAL BAND TO CLAMP AND SEAL THE BOOT TO
THE PIPE SHALL BE STAINLESS STEEL CORROSION RESISTANT CONFORMING TO ASTM
A-167. THE OPENING TO RECEIVE THE BOOT SHALL BE CORE DRILLED AND IS TO BE
MANUFACTURED AS TO ALLOW FOR LATERAL AND VERTICAL MOVEMENT. AS WELL AS
ANGULAR ADJUSTMENT THROUGH 20 DEGREES. ALL FIELD INSTALLATION OF PIPE
THROUGH MANHOLE SEAL SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS.
SPECIFICATIONS.
EXISTING SANITARY I SEE ABOVE
MANHOLE
- SPIGOT END ON
i INLET END SECTIONS
.o HUB END ON
<� OUTLET ENO SECTIONS
'-
r inFRAME A,COVER A
w
—
3w
:a
�L _2' OR 3' REINFORCED — — —
24' I.D. I CONC. ADJUSTING RINGS PLAN
m� BAR OR STEEL FABRIC
REINFORCING
C E
I A6' Du_ I 17 12' - IB'
6- AHH—I14
L
SECTION A -A
6x6—W2.1.W2.1 WWF
WEEP HOLES
Y DW O S'CC
A
3'
E \ I m 1
�A \ Q`P /
T L E
E
FRONT ELEVATION
9.
END SECTION DIMENSIONS
DAM
A I B I C
D
E
42' I
1'- 5'-Y 2--i,
I 8'-
1 6--6-
SEALANT
FLEXIBLE JOINT
,G OF LARGEST PIPE
-� vv,. SUPPORT PIPE ON 6'
O .. OF /57 STONE BEDDING
EXTEND MONOUTHIC �8' OF %57 BEDDING MATERIAL
BASE OPTIONAL
NOTE STONE BEDDING SHALL EXTEND TO
12' - 24' PIPE - 461NSIDE DIA. MANHOLE THE OUTER BOUNDARY OF ALL
3(F - 3E PIPE - 6(rINSIDE DIA MANHOLE UNDISTURBED AREAS SURROUNDING
THE MANHOLE
DETAIL C6WI
PRECASTMANHOLE
NO SCALE
4. FM
NOTES]
=XISi1NG IO' I STRAPS
SANITARY LINE \ SEE NOTE 2 1 ALIGN 4' FM WITH DISCHARGE FLOW LINE.
TOPS
EVEN 2 STRAP 4' FM TO EXISTING MANHOLE AS REQUIRED.
L
FLOW BENCH STRAPS SHALL BE CORROSION RESISTANT STAINLESS STEEL
IG I 3 FORM BENCH OF CEMENT GROUT AS REQUIRED TO
ALIGN FLOW CHANNEL OF 4' FM WITH DISCHARGE
DETAIL GSU 14
FORCE MAIN CONNECTION TO EXISTING MANHOLE
NO SCALE
DETAIL Q6X,
FLARED END SECTION
NO SCALE
CAPH3T'! TABLE
3 AT 1Y OC EW AT
OTTOM 1 1/4- COVER
STROET
GRADE CAPACITY,
PER CENT I Aa
OS 1 1
1.0
GUTTER UN
CONSf JOINT�
.0
20 ,.0
A
TO 4.0 0
..0
5TO 6.01 0.8
FLOW
BASED UPON 1% ROAD
-
NORMAL
SLOPE CAPACITY INCREASED
—1
GUTTER AGU
50% FOR 2% CROWN SLOPE
SLAB
GUTTER INVERT —
FLOW
SECTION A -A
El
ti. CURTAIN WALL TO BE LOCATED
AT EACH ENO OF PAVED DITCH.
ELEVATION
NOTE, EROSION CONTROL MATTING SHALL BE
PROVIDED FOR THE ENTIRE LENGTH OF THE PAVED
DITCH FOR A MINIMUM WIDTH OF 36'.
DETAIL G6Y,4
PAVED DITCH
NO SCALE
B
' VARIES
8�
PLAd
CONST
JOINT
A
THROAT OPENING _
INVERT
BRICK OR
' CONCRETE
I giY C
�1 ..iii i
i.
ROUNDED
////
ENTRANCES
FLOW
PIPE INLET CROWN AND ...
OUTLET CROWN TO BE
INVERT ELEVATION
SAME ELEVATION
OF NLET IS INVERT
SECTION
A —A
ELEVATION OF
OUTLET
PIPETO
TOP ELEVATION GVDI HERE
FIT CURB AND GUTTER
FRAME
AND COVER
SLOPE 311 — I
/
FINISHED GRADE
4 I/1
MIN. 8•j �I I/ - : BRICK OR CONCRETE WALLS
3 3/e' BENCH MANHOLE STEPS
}rr4 T d 8 / OPE 1� i In AT 16 MAX a
14 AT 12' OCT&B 1 1/Y CL
COMPACTED BACKFlLL — , / g
NOTES T GLFAR BRICK OR CONC FILL
J4 AT If OC EW= 1' CEMENT MORTAR
1 SEE SHEETS C-6 AND C-7 FOR SECDON B-B FINISH IN GUTTER
THROAT LENGTHS 'L'.
2 AT THE CONTRACTOR'S OPTION THE �'
STATE STANDARD CONCRETE DETAIL C6 1
ELONGATED THROAT CATCH BASIN
MAY BE SUBSTITUTED WITH EQUIVALENT CURB INLET
THROAT LENGTHS.
NO SCALE
C-14
1
I
C
0
e
7
I
5 1 4 1 3 1 2