SW7050307_APPROVED PLANS_20050906

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�/I�f��0
J7
DaC TYPE
❑CURRENT PERMIT
I� APPROVED PLANS
L
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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CITY OF NEW BERN
C
RAVEN
COUNTY
N
ORTH c
A I:z
0 LI
NA
FEBRUARY 2005
BOARD OF ALDERMEN
TOM A. BAYLISS 111, MAYOR
J U LI U S C.- PARHAM, J R.
ROBERT RAYNOR, J R.
SATE MACK FREEZE INDEX
JOSEPH MATTINGLY, JR.
BARBARA LEE
CoverSheet. ...... . . . . .......................................
�I,� GRADING SITE PLAN .... ............................ . . . . .......1
N� SS WI L LIAM BAL L E N D E R EROSION CONTROL DETAILS ...2
................................... .
CONSTRUCTION DETAILS ........... . . . ............ , 3
CONSTRUCTION DETAILS (2).. . .......... . . . . . . 0 4
BIORETENTION DETAILS .............. . 5
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NF�SF �yG
CITY OF NEW BERN
i
la tv�, Sr.,P. E, loco,Us 7p PUBLIC WORKS FACILITY SI
T.1!71Clayton, Sr., Professional Engineer TE WORK
PO BOX 12794 3100 NC 27 E STORMWATER MANAGEMENT PLAN
pR. ova NEW BERN, NC 28561 COATS, NC 27521
NEW BERN Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
US Mobile: [phone] Mobile: [phone] DESIGNED CTC Jr.���'-
uA
' DATE: February 7s 2005
,O DRAWN JWL
m
a w N• i `; CTC PROJ_ if 00=28
CHECKED CTC Sr.<< e
DWG FILE- 23028 COVer
PROD. ENG. CTC
9/1 ch S RECEIVED
VICINITY MAP ARO���'�-�`'
LINA ENVI ON F-M AUG 2 5 2005
MANAGEMENT C,%1 ,1;SS!0i4 wry
I' Revise-9 A v 05
r°'' ��, �� a,ti tE raj Se.:
i - 1 - 1 � _ i �� i'!. . ... .. _ .. ,i.. ,.. � '! .n .. i. � �. �•. is !. !•.. A ..: ,, .>>:1 !. .a.}.�:�, ,.

rnap 2,
Box l
SW 7vS-o3a
LEGEND
EXISTING CONTOURS - MAJOR
EXISTING CONTOURS - MINOR
EXISTING PROPERTY LINE
LIMITS OF DISTURBED AREA/
CLEARING LIMITS
TREE PROTECTION FENCE
PROPOSED DROP INLET/
JUNCTION BOX
PROPOSED SPOT ELEVATION
X\ �� \ 1
\
CONCRETE PAD 6" THICK, 1 1 \ \ \
4,000 PSI, #4 BARS 12"
O'C.EACH WAY2 OFF
BOTTOM W/ 6 ABC OR
#57 STONE UNDERNEATH
CITY OF NEW BERN'70\�\♦\\\\ \\\ \\\\\
GRAVEL PARKING \ ♦ \ \ \\
// 6" GRAVEL COMPACTED \\ \� \ 1
SF TO 100% OF MAXIMUM DRY / \ \\\\1 \ 1
FLOODED
MINE
125 LF 24 SMOOTH CPP DENSITY AS DETERMINED
LINE DITCH WITH SYNTHETIC @ 0.8%
BY ASTM 698.
FILTER FABRIC AND PLACE
INV. IN 5.0'eCz"'
NCDOT CLASS B RIPRAP 25'3�=�FROM THE PIPE INLET AND //% ///ALONG THE SIDE SLOPES. /i 4' --
/
/X/
50 �18" SMOOTH CPP /% ///%
/ GRAVEL
♦ PARKING
100 LF 12" SMOOTH CPP \
CO @ 0.25% 1
113 F 30/, SMOOTH
�/ LIMITS OF \ } 18 / @ 5% ,/ 'i ii /ii r
j GRAVEL \ \ \ LIMITS OF// ScC i _ I 9\
ASPHALT
155 LF 30" SMOOTH CPP \\�\ PAVEMENT I /�/%/,% jj// BACKFILL THIS AREA WITH F ��� % I
// ///� SUITABLE BACKFILL. MATCH F TEMPORARY
@ 0.35% \\ � \\ �� �NCDOT /�d// 2F 1 i � � SEDIMENT
STORMWATER \ \\ `'� / CLASS 2/ ' / /-EXISTING GRADE. z a -do- /2 I / I TRAP #2
DETENTION POND �� \ \ // �2 / IPRAP �/ / z% 1180 / e(Jji17 O
0/N
OAP `L \� �2 I/ice//// �/ // LA j "
/ r� �\ \ 1 ( /// /�
Q F' � 1 TS \ /// / / SF 1 61 L 5 SMOOTH CPP
,�; q- 11 �0 \\ `\ 'NI 1 ��//j// ,��/ OB RVATION WELLS @ 0.2%
1<
rs
TtVQ,0ORARY EARTHEN
DIVERSION 1
EMERGENCY SPILLWAY SHALL BE 20 WI`
CREST ELEVATION 7.0', AND CONSTRUCTED `
IN UNDISTURBED FILL. THE SIDE SLOPES
OF THE EMERGENCY SPILLWAY SHALL BE
3:1 OR FLATTER. THE CONTROL SECTION
(FLAT CREST AREA) SHALL BE AT LEAST 84 LF 12" CM
20 FOOT LONG AND THE EXIT CHANNEL @ 0.5
SHALL BE AT A SLOPE OF 4% OR LESS.
UTILIZE NCDOT CLASS B RIP RAP TO
INHIBIT ERSION AS NEEDED.
SYMBOL
--------------
TP TP
No.
TITLE
KEY
SYMBOL
6.06
TEMPORARY STONE CONSTRUCTION
ENTRANCE
CE
mmm
6.62
SILT FENCE
SF
X
6.60
SEDIMENT TRAP
$T
6.30
STORMWATER CONVEYANCE
CHANNEL
SCC
6.20
TEMPORARY DIVERSION DIKE
6.41
OUTLET PROTECTION
OP
6.11
PERMANENT SEEDING
PS
PS
6.10
TEMPORARY SEEDING
T$
TS
LANDSCAPING AREA *
LA
LA
* ALL LANDSCAPE AREAS UNLESS OTHERWISE SPECIFIED SHALL BE
PLANTED WITH VARIEGATED LIRIOPE (MONKEY GRASS) 2' O.C.
(4" POT). SEE DETAIL SHEET 3 FOR PLANTING BED.
k,PJ� DD � a i� / % / � BE PRESERVED j // ' TS
�� SF \ \\\ j / AND PROTECTED // ///® O <F
/ \ \\\\ '1• / \ TS / / ?Og /?" i CO
� �
ry
1S GRADE TO DRAIN / .50 Gpp 14 / Cp \
TOWARD DROP INLETS
/ INV. OUT 4.0'
CONCRETE HEADWALL/ / I OUT O
SITE INFORMATION
OWNER/CONTACT
SITE ADDRESS:
Danny Meadows
Director of Public Works
City of New Bern
P.O. Box 1129
New Bern, NC 28563
1030 S. Glenburnie Road
New Bern, NC 28563
DISTURBED ACREAGE: 5.3 acres
S / f / / GRADE TO DRAIN
/�,- 2 X M / / / i X�1fi5 / \ TOWARD SEDIMENT TRAP
0;54 Lr I SMOOTH CPP \ \ 11•60 �D / /
INV. OUT 6.94' -
///Xi1.65
F Z'70 LF 6" SOLID CPP \ 70 LF 24" SMOOTH CPP 1 / / ( ASPHALT
�05 �i / @ 1.4% \ \ @ 0.25% /r ` / 1 PAVEMENT
CO
PERMANENT POOL �// /SF �/ CO R1 \ .,
ELEVATION 5.5 /� /�/i ,�� INV. 6.0 \ \ 102 LF 8 SMOOTH CPP'
/ �/ ASPHALT \ �o \ @ 0.8% 1 / Off/ / GQe SF
1 ,1.5oPAVEMENT \ �9 X11.7o t'p / X11.70
TEMPORARY/�y\ \ �'F \ �. 1 / // '° / '�� •� / \
/. SEDIMENT PERFORATED 4" CPP
/ TRAP #1 �� /' /' / i' ,A& - \\ \ �G'S.�� ,,.so
/j�/ / / Quercus nuttalii \ \\3 \ ��f�j� r ' 12
1 � \ /� Natal! Oak
` 1.550 / / \ \ \ \ 'G�, 8" SMOOTH CPP �O)
/\ CO. 6" ROLLED CURB s \ h
AROUND LANDSCAPING"' \ \� ( (5001-F
''5%
_V \ 1 I N V.. 6.3 �` A \ \I (
/ �+ ,AREA (TYP.)
Nyssa sylva�ico ,1.80 \\ \ �\ \11i \ : I X 100 LF 8" SMOOTH CPP
TS 1 Black Tu�pCe! Fs \ �� \ 1 \ I 1, 70 O \�C� @ 0.5%
, 50 1 G� \ 1 1 41 J
` II `1X�'� Juniperus,virginiano\
P - �i T LA Eastern Red Cedar
Zelkova serrata L'4 X �O "11 \ `\ \\ �9 Xi1.70
\ \ _Japanese Zelkova `7z� Q" -16 LA
TS 1.90 1 \\ \
SPHALT X,1.95 1 \ I
THERE ARE NO WETLANDS
KNOWN TO EXIST WITHIN THE
PROJECT DISTURBED LIMITS.
INVERTS
STRUCTURE
RIM
INV. IN
INV. OUT
11
11.33'
9.50'
12
11.50'
9.00'
8.90'
13
11.45'
9.00'
14
11.50'
8.88'
8.78'
11
11.70'
8.66' (12)
8.56' (14)
8.46'
16
11.50'
8.24'
8.14'
15
11.51'
9.50'
R1
10.50'
9.00'
J2
11.91'
8.69' (15)
7.96' (16)
7.94' (R1)
7.84'
18
9.80'
7.53'
17
11.50'
7.56' (J2)
7.48' (18)
7.48'
01
6.94'
13---PAVEMEN \ \ � 100 LF 8 SMOOTH CPP \
X`
Scc 1 / -- - -,2- - - - \ PS 1 �V12. 5 \, SF @ 0.5% NOTES: O12.25
\ \\ LA PS
I INDICATES DROP INLETS
1 \ 6 /
X1.� ` � l G" � CO QO
J INDICATES JUNCTION BOXES
12-4 I♦ 1 1 V. Ill
i
CITY OF NEW BERN
F �i TO REMOVE EXISTING
GATE AND POST
\
A&NC RAILROAD `�� �N'
�nITS OF
AS T
` PAVEMEN
CE
BUILT -UPON AREAS
BUILDING LOT
(PAVEMENT)
50,0033f
BUILDINGS
(3 TOTAL)
25,750sf
ROADWAY
(WITH CUL-DE-SAC)
14,106sf
PARKING LOT
17,481 sf
GRAVEL PARKING
22,794sf
\O
/
2,V RECEIVED
♦\ ,/ /// AUG 3 i 2005
DWQ
0
DATE REVISION BY SITE GRADING PLAN co
PROJECT # 0023028
6/8105 REVISED PER NCDENR-DWQ COMMENTS JWL Of
PROJ. ENG.: CTC
DRAWN BY jtivl
8„2,05 REVISED JWL PUBLIC WORKS FACILITY FIELD FILE:
8/29/05 REVISED PER NCDENR-DWQ COMMENTS JWL Gafteol Sr./ i . E. CAD FILE New Bern PW MAS.DWG
G.T. Clayton, Sr., Professional Engineer SITE WORK
rt P' for SCALE 1 = 40 5;
POST OFFICE BOX 12794 3100 NC HWY 27 EAST DATE FEBRUARY 7, 2005
NEW BERN, NORTH CAROLINA 28561 COATS, NORTH CAROLINA ��•. ` ` = CITY OF NEW BERN
PHONE: [phone] FAX- 252 672-8577 PHONE [phone] FAX: [phone]
MOBILE: [phone] (C.T.) Email: ctcpeCa�cox.net MOBILE- 919 795-6302 (Tyrus) Email: [e-mail] DATE: CRAVEN COUNTY NORTH CAROLINA SHEET # 1 of 5

m�� 3
Sl�70S03v 7
STAKES
BURLAP FABRIC OR
SYNTHETIC FABRIC
SEDIMENT
RUNOFF WATER
WITH SEDIMENT��
---- 1El11
-
BURIED FABRIC -II
FILTERED WATER
DROP INLET
WITH GRATE
SPECIFIC APPLICATI❑N
THIS METHOD OF INLET PR❑TECTI❑N IS APPLICABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL.
THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED
FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
DROP INLET SEDIMENT FILTER
NOT TO SCALE
1.5' MIN.
TYPICAL GRASS -LINED V-SHAPED SWALE
NOT TO SCALE
FILTER FABRIC -'
CROSS SECTION
DESIGN SETTLED TOP
(OVERFILL 6" FOR
SETTLEMENT)
2:1 SIDE SLOPE MAX.
1:1 SIDE SLOPE MAX.
21" MIN.
10' MIN.
MIN.
STONE SECTION
CLASS B RIPRAP
1.5'
5' MAX. FILL
FILTER FABRIC
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
RECOMMENDED MINIMUM DIMENSIONS
SEDIMENT
TRAP #1
SEDIMENT
TRAP #2
WIDTH (A)
25 FT
35 FT
LENGTH (B)
50 FT
70 FT
DEPTH
1.75 FT
1.75 FT
Ipe
EMERGENCY BYPASS
6" BELOW SETTLED
TOP OF DAM
#57 Waded Stone
Gass B Stone
NOTE: REMOVE SEDIMENT FROM TRAP AND RESTORE
TO ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATION REACHES 1 /2 ORIGINAL DEPTH.
�
o
N
'0
I
N
COMPACTED SOIL
2' MIN.
6' TYPICAL
DROP INLET
WITH GRATE
18" MIN
TEMPORARY EARTHEN DIVERSION DIKE
NOT TO SCALE
MIN. 10 GA.
LINE MARES
STEEL, POST
---WOVEN WIRE FABRIC
-WARNING SIGN
�- SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
S.i_t4
- 6" MIN. COVER
OVER SKIRT
EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
8' MAX.
VARIABLE AS DIRECTED BY THE: ENGINEER
FRONT VIEW
40"
TREE PROTECTION AREA
18'
DO NOT ENTER
'v
WARNING SIGN DETAIL
FLOWN
1. SET THE STAKES.
'MA
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FI L
2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
11i1 / -•�
FLOW
• -III
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
EXTENSION OF FABRIC
INTO THE TRENCH.
IOULD
THAN
SILT FENCE (WITHOUT WIRE SUPPORT)
NOT TO SCALE
2-1/2 GA.
WEDIATE
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
GRADE FENCE IS PROTECTING
CATCH BASIN.
NOTE:
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL
NOTES.
WARNING SIGNS TO BE MADE OF DURABLE; WEATHERPROOF MATERIAL
LETTERS TO BE 3" NIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS:
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROWiDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PR07EC77ON FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD COND17IONS
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER
STANDARD TEMPORARY SILT 1 TREE PROTECTION FENCE
NOT TO SCALE
DATE REVISION BY °w°°°$�
Clayton, Sr., FE, An.
C.T. Clayton, Sr., Professional Engineer o y 4
POST OFFICE BOX 12794 3100 NC HWY 27 EAST+' �. `"
NEW BERN, NORTH CAROLINA 28561 COATS, NORTH CAROUNAvc
PHONE: [phone] FAX: [phone] PHONE [phone] FAX: [phone]
MOBILE: [phone] (C.T.) Email: [e-mail] MOBILE: [phone] (Tyrus) Email [e-mail] DATE:
PERMANENT SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (Max. 3: 1)
DATE: TYPE: PLANTING RATES:
Aug 15 - Nov I Tall Fescue 300 lbs./acre
Nov 1 - Mar I Tall Fescue and 300 lbs./acre
Abruzzi Rye 25 lbs./acre
Mar 1 - Apr 15 Tall Fescue 300 lbs./acre
Apr 15 - Jun 30 Hulled Common Bermudagrass 25 lbs./acre
Jul 1 - Aug 15 Tall Fescue and 120 lbs./acre
*Browntop Millet 35 Ibs./acre
*or Sorghum - Sudan Hybrids 30 Ibs./acre
Slopes (3:1 to 2: 1) r
Mar] -Jun 1 Sericea Lespedeza (scarified) and 50 tbs./acre
(Mar I - Apr 15) Add Tall Fescue �JL 120 lbs./acre
(Mar I - Jun 30) Or Add Hulled Common Bermudagrass 25 lbs./acre
Jun 1 -Sep 1 *Tall Fescue and 120 lbs./acre
*Browntop Millet 35 lbs./acre
* or Sorghum - Sudan Hybrids 30 Ibs./acre
Sep I - Mar 1 Sericea Lespedza (unhulled - unscarified) 70 lbs./acre
and Tall Fescue 120 lbs./acre
(Nov 1 - Mar 1) Add Abruzzi Rye 25 lbs./acre
Consult the Conservation Engineer or the Soil Conservation Service for additional information concerning other alternative for
vegetation of denuded areas.
Permanent ground cover must be installed on all disturbed areas within 15 working days or 90 calendar days (whichever is shorter)
following completion of construction or development.
**Temporary - Reseed according to optimum season for desired permanent vegetation, Do not allow temporary cover to grow over 12"
in height before mowing, otherwise fescue may be shaded out.
SEEDBED PREPARATION
1. Chisel compacted areas and spread topsoil 3" deep over adverse sail conditions, if available.
2. Rip the entire area to 6" depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see below*).
5. Continue tillage unit a well -pulverized, firm, reasonably uniform seedbed is prepared 4" to 6" deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessaryrepairs or reseeding within the planting season, if possible. If stand should be
over 60% damaged reestablish following original lime, fertilizer and seeding rates.
9. Consult the Conservation Inspector on maintenance treatment and fertilization after permanent cover is established.
*Apply: Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils.
Fertilizer - 1000 Ibs/acre
Superphosphate - 500 lbs/acre (20%)
Mulch - 2 tons/acre (small grain straw)
Anchor - asphalt emulsion at 450 gal./acre
TEMPORARY SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes
DATE: TYPE: PLANTING RATES:
Aug 15 - Dec 31 Rye (grain) 1201bs./acre
Dec 31 - May I Rye (grain) 120 lbs./acre
Annual Leppedeza* 50 lbs./acre
May 1 - Aug 15 German Millet 40 Ibs./acre
Consult the Conservation Engineer or the Soil Conservation Service for additional information concerning other alternative for
vegetation of denuded areas.
Ground cover must be installed on exposed slopes within 15 working days or 30 calendar days following completion of any phase of
grading.
* Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
**Temporary - Reseed according to optimum season for desired permanent vegetation, Do not allow temporary cover to grow over 12"
in heightbefore mowing, otherwise fescue may be shaded out.
SEEDBED PREPARATION
1. Chisel compacted areas and spread topsoil 3" deep over adverse soil conditions, if available.
2. Rip the entire area to 611 depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see below*).
5. Continue tillage unit a well -pulverized, firm, reasonably uniform seedbed is prepared 4" to 6" deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseeding within the planting season, if possible. If stand should be
over 60% damaged reestablish following original lime, fertilizer and seeding rates.
9. Consult the Conservation Inspector on maintenance treatment and fertilization after permanent cover is established.
*Apply: Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils.
Fertilizer - 750 Ibs/acre (10--20-10)
Mulch - 2 tons/acre (small grain straw)
Anchor - asphalt emulsion at 450 gal./acre is straw is not crimped in place.
EROSION CONTROL DETAILS
of
PUBLIC WORKS FACILITY
for
CITY OF NEW BERN
CRAVEN COUNTY NORTH CAROLINA
PROJECT # : 0023028
PROJ. ENG.: CTC
DRAWN BY jw1
FIELD FILE:
CAD FILE New Bern PN! MAS.DING
SCALE 1" = 40'
DATE FEBRUARY 7, 2005
SHEET # 2 of 5
+ fT 11 I 1 I I. ! I l I Af �I i 11 F ' it
TT
}}}Y I •. 1' 4 1 1 I ti. 1 1 7 I 1 f 1, i �1 r� F,
I :i ' •I .1 '; I 1.1 1 l'�, r� � its r fi

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Z
Z
O
a
Z
a
J�
lip
W �
O
J Z
W�
rnOf
H J
as
F J
I— Q
W J
c� a
Ld
U
d
LLS
j U
Ov
OF
ELEV. 8.0
6.5 DESIGN STORAGE
INVERT 1.0
SECTION A -A
NOT TO SCALE
OUTSIDE WALL
OF NEW
BUILDING
—STANDARD
ROOF DRAIN
DOWNSPOUT
INSIDE NEW j I ELEV. 8.0
BUILDING j
c-DOE
CPP STORM PIPE
SIZE VARIES
DOWNSPOUT CONNECTION DETAIL
NOT TO SCALE
OT9�1
fj E 0d�
y
o. g00
1o,
42
00TC, AR�s 940 5')
0 E � 0001RE0
p5
IINIp�D�IIE 3
UfI� d
ac EETO
Sys
PIPpll�
TO ''i
S�cWR� 0
DOWNSPOUT BOOT DETAIL
NOT TO SCALE
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
D/8a34— D/4
0,D,
24' + O.D. MAX.
12' + O.D. MIN.
(0'-8' DEPTH)
PIPE LAYING
CONDITION "A'
as
J1
3
r:
159
G
oL�
Z J
W
O N
D:
aW
as
J W
a0
U_ W
O
PRUNE PROPORTIONATELY TO
COMPENSATE FOR f'" ' ' ­ -' '
OF ROOTS AND TO
NATURA
TRANSPLANTED SHRUB SHALL B
1 l2" HIGHER IN RELATIONSHIP T
FIN. GRADE AS TO GRAD
WHERE PREVIOUSLY PLACE
TOPSOIL MIXTUI
TAMPED AND WATER(
BREAK SUBSOIL WITH PICK
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
PIPE LAYING CONDITIONS
NOT TO SCALE
O.D.
(<8'-16' DEPTH)
PIPE LAYING
CONDITION "B"
TRASH SCREEN
6' DIA. PIPE, CAPPED
VMTH 1.5' DIAL OPENING�
6.5 DESIGN STORAGE
6.5 DESIGN STORAGE
i.5 PERMANENT POO
SHRUB PLANTING DETAIL
D/2
D/8�tW
24' + O.D. MAX.
12' + O.D. MIN.
NOT TO SCALE
30"
30' DIA. CMP RISER n •y_
12" T
SUPPORT EXPOSED PIPE
1A1TH TREATED nidmR.
LF. 12' cYP a 0.5x SLOPE
INV_ 4.5
FILL VATH CONCRETE ANn-SfEP ANn-SEEP
TO INVERT COLLAR COLLAR
4.5, DIAL
CONC. ANCHOR
W/ #4 F"AR x
(3 EACH WAY)
NOTE:
HDPE CORRUGATED PLASTIC PIPE AND
STRUCTURE MAY BE SUBSTITUTED
FOR CMP OUTLET STRUCTURE AND
BARREL PIPE WITH PRIOR APPROVAL
OF ENGINEER.
DECANT ORIFICE STRUCTURE
NOT TO SCALE
POND INV. ® 1.0
SECTION B-B
NOT TO SCALE
TREES DESIGNATED IN PLANT
SHALL BE WRAPPED W/ HI
CREPE PAPER (6"-10" '
SPIRALLY FROM GROUND TO HE
OF 2ND BRANCHES (SECURE W/C
NEW OR USED
REINFORCED F
GARDE
CH
FINISHED GRADE
TRANSPLANTED TEE SF
501E BERM 1 Y2" HIGHER IN RELA1
M SAUCER TO FIN. GRADE AS TO
PREVIOUSLY F
DATE REVISION
618105 REVISED PER NCDENR-DINQ COMMENTS
8/12/05 REVISED
LEAVE BURLAP ON BALL
BREAK SUBSOIL WITH P
TWO LAYERS OF MIRAFLO FABRIC
(HIGH WATER TABLE CONDITION)
GRAVEL
(HIGH WATER
TABLE CONDITION)
BY
JWL
JWL
NEVER CUT A LEADER
2'-6"
Min.
TREE_ PLANTING DETAIL
NOT TO SCALE
C.T. Clayton, Sr., Professional Engineer
Uf
POST OFFICE BOX 12794 3100 NC HWY 27 EAST
NEW BERN, NORTH CAROLINA 28561 COATS, NORTH CAROLINA
PHONE: [phone] FAX: [phone] PHONE [phone] FAX: [phone]
MOBILE- 252 671-6979 (C.T.) Email: ctcpe acox.net MOBILE: [phone] (Tyros) Email tyrus@ctclayton com
FOREBAY INV. 0 1.0
IN BRANCHES BY Y3
TAIN NORMAL TREE
APE
OSTED GALV. WIRE
GAUGE
x2" TREATED PINE STAKES
EMOVE TOP �/ OF BURLAP
MULCH LAYER
TOPSOIL BERM
I FORM SAUCER
►P SOIL MIXTURE
_HTLY TAMP SOIL
JDER BALL
4.0' INVERT
�- RIPRAP APRON
ELEV. 8.0
►n* o
The submerged vegetated shelf of the wet detention pond shall be
planted with adequate vegetation at the frequency specified in the
table below. The table below lists acceptable plant species. (Other
species may be substituted from the list provided in Appendix A of the
2000 Maryland Stormwater Design Manual for hydrologic zones 1 & 2)
SHRUBS (one per 100 sq ft)
(must mix 2 species minimum)
Common Name
Scientific Name
Withe Rod
Viburnum cassinoides
Maleberry
Lyonia ligustrino
Marsh Elder
Iva frufescens
Herbaceous (one sprig per 4 sq ft) (must mix 3 species minimum)
Common Name
Scientific Name
Common Name
Scientific Name
American eelgrass
Vollisneria americana
Swamp Aster
Aster puniceus
Arrow -head
Sagittaria latifolia
Marsh Arrowgross
Triglochin palustre
American lotus
Nelumbo lutea
Fox Sedge
Carex vulpinoidea
Water Lily
Nymphoea odorato
Woodrush
Luzula bulboso
Common or Soft Rush
Juncus effuses
Spreading bulrush
Scirpus divaricatus
LANDSCAPE
VARIES
4r r
WOOD
a71sG�cMHY
LANDSCAPE
FABRIC GRADE TO DRAW
1 ! 1
Puw1EaIIG
am
�n sal MIX
TYPICAL MULCH PLANTING BED DETAIL
NOT TO SCALE
PLANTIPG BED SOIL MIX SHALL BE A FRIABLE LOAM, TYPICAL OF CULTIVATED TOPSOILS LOCALLY. CONTAINING AT LEAST 2%
OF DECOYED ORGANIC MATTER (HUMUS). IT IS TO BE TAKEN FROM A WELL DRAINED, ARABLE SITE. IT SHALL BE
REASOWLY FREE OF SUBSOIL, STONES, CLODS, STICKS, ROOTS, OR OTHER OBJECTIONABLE EXTRANEOUS MATTER OR
DEBRIS. IT SHALL CONTAIN NO TOXIC MATERIALS.
REPRES=NTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, AND GENERAL TEXTURE BY A RECOGNIZED
COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL.
BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR.
FERTILIZER AND OTHER SOIL AMENDMENTS SHALL BE ADDED IN ACCORDANCE WITH THE SOIL TEST RECOMMENDATIONS
CONSTRUCTION DETAILS
of
PUBLIC WORKS FACILITY
for
CITY OF NEW BERN
CRAVEN COUNTY NORTH CAROLINA
PROJECT # 0023028
PROD. ENG.: CTC
DRAWN BY : jW1
FIELD FILE:
CAD FILE : New Bern PW MAS.DWG
SCALE AS SHOWN
DATE FEBRUARY 7, 2005
SHEET # 3 of 5
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8'-0°
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PLAN OF BOTTOM SLAB INSET "A"
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NOTE 1: CONSTRUCT SECTION B OF THE PROPOSED WALL 8" THICK.
AND SECTION "A" 12" THICK.
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A
DESIGN WILL BE REQUIRED FOR APPROVAL.
NOTE 3: USE SINGLE MAT REINFORCING STEEL,
EXCEPT DOUBLE MAT STEEL MAY BE ULED IN LIEU
OF HOOK BARS IN BASE SLAB.
GENERAL NOTES:
Z
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0 0 N = Z
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CA
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PLAN
SEE STANDARD 840.54
FOR MANHOLE COVER 8 FRAME
FINISH OWE
BRICK MAY BE USED TO
ADJUST FRAME A COVER
m W
TO SURFACE ELEVATION MAX. 1'
CONCRETE TOP SLAB
cc 0
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DOWEL n`.x PURPOSES ONLY
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CONCRETE BOTTOM
USE STANDARD OR JUMBO BRICK FOR WALL CONSTRUCTION. SOLID
CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL
PRECAST UNITS MADE OF CLASS "AA" CONCRETE MAY BE USED IN LIEU
OF BRICK MASONRY CONTRUCTION. SUBMIT DESIGN OF PRECAST UNITS
FOR APPROVAL PRIOR TO CONSTRUCTION.
INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL
IN THE UNIT PRICE BID FOR EACH UNIT.
INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER,
CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM
CONCRETE COVERAGE. ENCLOSE THE OPENING WITH a "A" BARS TIED TO
TO THE REBAR MAT AND SET 30 A MINIMUM OF 3" CONCRETE COVER IS
ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION.
PROVIDE JUNCTION BOXES WITH MAHNOLES OVER W-B" IN DEPTH WITH
STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.06.
SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS.
MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'.
CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH
SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS.
PLAN
G M G
�- OPTIONAL CoNStRUCTION JOINT
ELEVATION
► i ": 1
f _
"Y" BARS @ 1114"
TTf1R1 Y_Y
BILL OF MATERIAL
BAR
QTY.
SIZE
LENGTH
WEIGHT
A
8
#F5
V-2"
9.7
B
14
#F5
5'-6"
80.3
C
52
N4
1'-4%"
48.3
Y 14 N5 W-11h"
STEEL TOTAL WEIGHT
101.5
239.8
CU. YDS. CLASS "AA" CONC.
2.6
CU. YDS. BRICK/FT. HT. (8"
0.53
CU. YDS. BRICK/FT. HT. 0 2")
0.84
/ U-
4__ / �+
x + SL PE PIPE
!L
= O
B
FOOTING
(IF CONST. JOINT I8 USED)
END ELEVATION
SLOPE AS INDICATED ON PLANS
a
d+y
64-BARA,\
12"
DOWEL
BAR -' X"
- DOWELS IN ENDWALL WITH C. S. PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
30"
36"
42"
48"
IF,
15"
24"
30"
36"
42"
48rr
BARS
xXn
nxn
nX,r
xXn
xXn
„Xn
Y*
xXn
Y.
,rX,
xXn
FIX"
FIX"
nXx
rrXr.
Y*
nxn
Y;
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
5
2
Y
pTY,
-
1
1
1
2
2
2
G
OTY.
2
2
3
3
4
4
fi
2
2
3
3
4
4
TOTAL LBS.
9
9
i4
14
18
1 53
62
12
12
10
19
23
73
85
DIMENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
COMMON
SINGLE PIPE
DOUBLE PIPE
D
H
B
0
L
YD9
Y
L
YD9
15"
W-4"
V-8"
2'-8"
5'-0"
0.7
1'-11"
B'-11"
1.0
18"
3'-7"
V-10"
V-11"
W-10"
1.0
V-3"
8'-1"
1.2
24"
4'-1"
2'-1"
3'-B"
7'-4"
1.4
3'-0"
10'-4"
1.9
30"
4'-7"
2'-4"
4'-5"
W-10"
2.0
3'-9"
12'-7"
2.7
36"
W-1"
2'-7"
5'-2"
10'-4"
2.8
4'-8"
4'-10
3.4
42"
5'-7"
2'-10"
5'-11"
1'-1O
3.8
5'-3"
17'-1"
5 0
48"
0'-1"
3'-1.
6`-8"
13'-4"
4.8
6`-0"
19'4"
7.5
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GRATE ELEVATION Y-Y
NOTE:
SEE STD. DWG, 840.25
FOR FRAME ANCHORAGE.
FOR W DIA. BOLT
FRAME ELEVATION Y-Y
18"08%4" THICK
CONCRETE ENCASEMENT
/� CAST IRON VALUE BOX
F1 W/ CHARLOTTE HUB
�- CLEANOUT PLUG AND CAP
6" PVC VERTICAL
6" SWEEP WYE
r- SERVICE LINE
TEE BRANCH
SLOPE MIN. 1 %
NOTE: THE TOP COVER OF THE CAST IRON VALVE SOX SHALL
BE PAINTED WITH 2 COATS, GLOSS, AS FOLLOWS:
SANITARY SEWER: YELLOW
STORM SEWER: GREEN
TYPICAL SEWER SERVICE CLEANOUT
NOT TO SCALE
DATE. REVISION
6/8/05 DETAILS MOVED FROM SHEET 3
W
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03
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0
RIPRAP
3Z.
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FABRIC
OUTLET PROTECTION
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SHEET 1 OF 1
840.211
NOTE
PRECAST CONCRETE DRAINAGE STRUCTURES
MAY BE USED WITH PRIOR APPROVAL FROM
THE ENGINEER.
BY
JWL
CFRAME4AND GRATES CRY FRAME AND SKATES
VQ a
r071-4CA 2'_p^
mz =V
= Z � 17 3" CAVITY
` = W 0 o "IT'll, 4 YIN. "
Z py �17 MORTAR JOINTS HALL TIE m
0 =O Z (SEE GEN. NOTES) ! 16" CTS.
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'F" IM
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OF BARB
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SECTION X-X
SECTION Y-Y
a
x J
-4 �n 0
BRICK ALT.
o z
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FRAME AND GRATES CONCRETE
ONN OR E
4'-0"
FRAME AND GRATES
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3 -S B"
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2-"8" BARS
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5'-8n ! 12 GT-
0
MAX. PIPE DIAMETER I8 18" R.C.P.
MAX. PIPE DIAMETER IS 30" R.C.P.
SECTION X-X
CONCRETE ALT. r
/■
NOTES: SECTION Y-Y
HORIZONTAL AND VERTICAL DIMEmsioNS MAY BE ADJUSTED AS THE
FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE.
MAXIMUM, HEIGHT FOR THIS STRUCTURE IS 14'-D".
-MAKE ALL ADJUSTMEW11­8 AS THE
-DEPTH OF STEEL GRATE WILLIFIECTED REGIME DEEPER BEATEALONG SHORT WALLS.
SHEET 1 OF 2
SHEET 1 OF 2
1BY
840.35
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FRAME AND
GRATES
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BILL OF MATERIALS
COMMON
CONCRETE ALT.
BRICK ALT.
BAR
SIZE
aNdl
QUANTITY
WEIGHT
LENGTH
QUANTITY
SEIGNT
A
B
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#5 i
6-4
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REINF. $TEFL (TOTAL WE L .�-
32
N BASE YARDS1
0.5.6
0.89
RETE IN SkLLICLIMIll YARM
Q.92
0.36
BRICK IN XALW JGWIG
1.36
TOTALCONCRETE
1
1.05
BRICK & CONCRETE TOTAL Y
1,0
2.41
I Y IN SAL F y T
5
0.14
BRICK GABIC YARDS IN WALL FOOT OF HEISNT
-
1 0.51
LSS. OF REINF. STEEL IN WALL FDOT OF HEI6fiT
94. 9
1
1 47.6
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Lu
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Ha
6; zm
X
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PLAN
"A" 8 "0" BASE BARS a
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SEE SECTION Y-Y FOR "A" BARS
O W
SPACING AND COUNT
"
2 RADIUS
O
0 Ri D
a
2" RADIUS
17" BRICK
Q
m N n
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6" RADIUS
BASE BARS
LL
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a" coNG. _ I_ I
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CORNER BARS
m o
n
GENERAL NOTES:
ED H cc
z E",1
-CHAMFER ALL EXPOSED CONCRETE CORNERS 1".
J
g
-USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
19
0 r-�1
:
-IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION
LZL1 Q Q
7D M
m
PROCEDURES SHOWN BY STD. DWG. 840.00.
'AA'
V
>��
-PRECAST UNITS MADE OF CLASS CONCRETE MAY BE USED IN
LIEU OF BRICK MASONRY CONSTRUCTION.
F
I71
it
o
-INCLUDE REINFORCING STEEL COST IN THE UNIT OR
0
_
LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE".
LL
-REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE.
-CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK
PLAIT OF BASE
WILL BE TTED
-PROVIDE DROP I INLETS OVER 3'-6" DEEP WITH STEPS SPACED 12"
ON CENTER AS DIRECTED BY STD. DWG. 840.66.
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS.
EET 2 OF 2
SHEET
84O ■ 35
840 35
OUTLET STRUCTURE
d5D
DO
La
W
OUTLET 01
0.5'
30"
14'
16.5'
BASIN OUTLET
0.4'
12"
6'
7'
DITCH PIPE OUTLET
0.5'
24"
14'
16'
PEACE ROAD CULVERT
0. 7'
2x42"
21'
28'
NOT TO SCALE
6" ABC STONE BASE
Clayral Sr., F. E Im.
C.T. Clayton, Sr., Professional Engineer
• GIN Y.. . ` �,
POST OFFICE BOX 12794 3100 NC HWY 27 EAST �il����••••• ° Nt
NEW BERN, NORTH CAROLINA 28561 COATS. NORTH CAROLINA S9 •��"€AT11 r5�b�+°�,
PHONE, 252 672-0304 FAX, 252 672-8577 PHONE [phone] FAX [phone]
MOBILE. [phone] (C T.) Email: dcpe@cax net MOBILE [phone] (Tyrus) Email: tyrus@ctclayton com DATE
20'
1. 5" 1-2
2_ndw
ROADWAY PAVEMENT DETAIL
NOT TO SCALE
CONSTRUCTION DETAILS (2)
of
PUBLIC WORKS FACILITY
for
CITY OF NEW BERN
CRAVEN COUNTY
NORTH CAROLINA
PROJECT #F 0023028
PROJ. El CTC
DRAWN BY jwl
FIELD FILE:
CAD FILE : New Bern PW MAS.DWG
SCALE AS SHOWN
DATE FEBRUARY 7, 2005
SHEET # 4 Of 5

�� �im 1AIL1 SW 70, S03o'y
3" MULCH w/ POLY/JUTE EROSION CONTROL MATTING
STAKED IN PLACE ON TOP (SOD MAY BE SUBSTITUTED
FOR MULCH/MATTING OUTSIDE CANOPY OF TREES)
1' MIN SOD SHELF 6' VARIES 6'
DOMED TRASH
ASPHALT PAVEMENT 3 GRATE 1. SOD MAY BE CENTIPEDE OR ZOYSIA
1 0 RIM ELEV. 11.0' 2. PLANTING SOIL SHALL BE A SANDY LOAM, LOAMY
`SG1 SAND, OR LOAM TEXTURE W/ CLAY CONTENT RANGING
FROM 10 TO 25%.
3. THE PLANTING SOIL SHALL HAVE INFILTRATION
RATES GREATER THAN 0.5 INCHES PER HOUR.
4. THE pH OF THE PLANTING SOIL SHALL BE BETWEEN
6" WIDE x 9" DEEP 12" DIA. CPP STORM PIPE 5.5 AND 6.5.
NCDOT #4 ROCK TRENCH 5. THE PLANTING SOIL SHALL HAVE 1.5% TO 3% ORGANIC
7 %%%%%%1v3q—
LINED WITH FILTER FABRIC CONTENT.
PLANTING SOIL 6. SOIL TESTS SHALL BE COMPLETED ON EVERY 500 CU
(TOP GRADE TO BE WITHIN ^' 4' YDS OF MATERIAL TO BE USED AS PLANTING SOIL BY A
±0.02' OF LEVEL — ELEV. 11.2') 'INV. OUT 9.0' "_.; : 12" DIA. ROUND OR CERTIFIED LABORATORY TO DEMONSTRATE COMPLIANCE
SQAURE DRAIN RISER ITEMS 2 THRU 5 ABOVE. THESE TESTS ARE THE
-:;- RESPONSIBILITY OF THE CONTRACTOR AND RESULTS ARE
TO BE PROVIDED TO THE ENGINEER A MIN. OF 2 WEEKS
PRIOR TO SOIL BEING PLACED.
IN —SITU MATERIAL 7. PLANTING SOIL IS TO BE PLACED IN 18—INCH OR
GREATER LIFTS, WITH MINIMAL COMPACTION, UNTIL DESIRED
DEPTH IS REACHED.
4" DIA. PERFORATED DRAIN r 8. MULCH SHALL BE FINE SHREDDED HARDWOOD MULCH.
w/ FABRIC WRAP OULETTING
TO DITCH (SEE SITE PLAN
AND DETAIL THIS SHEET)
FILL WITH CONCRETE
TO INVERT
BIORETENTION CROSSECTION
NOT TO SCALE
— 15'
------- NCDOT #57_
--_--- STONE
— _— —— —_ 4" D PERF.
DRAIN PIPE
_--- --- W/FABRIC
— — — "SOCK" WRAP
3" MIN. — — —_—
I
I
BOTTOM TO BE I r I II I11 I I1 �I ( I I I GEOTEXTILE
GRADED TO DRAIN FILTER FABRIC
TO PERF. PIPE
12" MIN.
CROSSSECTIONAL VIEW - 4"
NOT TO SCALE
3" MULCH
4' PLANTING SOIL
(VARIES)
IN —SITU
MATERIAL
PERFORATED DRAIN
CO
INV. = 6.3
'ERFORATED CPP
'IPE w/ FABRIC
NRAP
T-1.5
11.6I
COMMON
NUMBER
SIZE
NAME
NAME
REQUIRED
AT PLANTING
RIVER BIRCH
Betulanigra
6
2" Cal.
W
EASTERN
Juniperus
6
2" Cal.
RED CEDAR
virginiana
BLACK GUM
Nyssa sylvatica
6
2" Cal.
DWARF
Flex vomitoria
25
2 gallon
YAUPON
®
BEAUTYBERRY
Callicarpa
15
2 gallon
americana
co
®
COMMON ST.
Hypericum
20
2 gallon
JOHNS WORT
densiflorum
ENGLISH IVY
Hedera helix
spaced 1
4—in pot
OC yP-
o;
`• -
BOSTON IVY
Parthenocissus
spaCed 1'
4—in pot
O
-
tricuspida
OC typ.
0 V
LARGE
Vinca major
spaced 1'
4—in pot
PERIWINKLE
OC typ.
EDGE OF PAVEMENT
�-I.5
BIORETENTION AREA SITE PLAN
NOT TO SCALE
DATE REVISION BY,�,��
618105 REVISED PER NCDENR-DWO COMMENTS JWL
C.T. Clayton, Sr., Professional Engineer
POST OFFICE BOX 12794 3100 NC HWY 27 EAST
NEW BERN, NORTH CAROLINA 28561 COATS, NORTH CAROLINA
PHONE: [phone] FAX: [phone] PHONE [phone] FAX: [phone]
MOBILE: [phone] (C T) Email: ctc2e(ftox.net MOBILE: [phone] (Tyros) Email: [e-mail] DATE:
6" DIA. SOLID CPP OUTLETING TO
DITCH (ELEV 5.0)
OCK TRENCH
BIORETENTION AREA DETAILS
of
PUBLIC WORKS FACILITY
for
CITY OF NEW BERN
CRAVEN COUNTY
NORTH CAROLINA
12" DIAMETER OVERFLOW
RISER STRUCTURE
TOP OF RISER 11'
PROJECT # : 0023028
PROJ. ENG.: CTC
DRAWN BY : jwj
FIELD FILE: ,
CAD FILE : New Bern PW MAS,DWG
SCALE AS SHOWN
DATE FEBRUARY 7, 2005
SHEET # : 5 of 5