SW7100609_APPROVED PLANS_20101007

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW v�L(U�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a�C/C(lll�li7
YYYYM M D D

SCHEDULE OF DRAWINGS
SHEET NAME
t
I COVER
2 EXISTING 51TE
3 SITE PLAN
4 GRADING PLAN
5 5TORMWATER AND EC PLAN
G 5TORMWATER POND DETAILS
7 ROADWAY DETAILS
8 WATER/SEWER DETAILS
for
51Tf 1MPR0vfMfNT465
N d
W1 T11C)LI T L IMI T5
v N
Zzc�
o�C
~p PROJECT REVISIONS
TfR
NO. Of5CRIPTION 6Y DATf
l CITY OP NfW BERN 5T09M JGT 7 7.20 / 0
2 Tf CHAN6f5 - C05T Kfu - MU . LTIPLE J6T 29.20 / GI m
3 CITY OF NPW 5fRN OfPL RfVIfW J.GT 12. 20 / -
ClIR15 TIA Cf 4 TA9HffL Rf0(Jf5T5 J6T .30.20 / G' 71
o�H
TOWN5MIF # 6 CRAVEN COUNTY - rr
NEW BERN, NORTH CAROLINA
az
OWNER/DEVELOPER
WITHOUT LIMITS CIIRISTIAN CENTER, INC Z
PO BOX 15094
NEW KERN, NORTH CAROLINA 285G 1 E-{
CONSULTING ENGINEER
RALEIGN THOMAS ENGINEERING, F.A.
® P.O. BOX 1300 - 401 HOWELL ROAD W
NEW KERN, NORTH CAROLINA 285G3 W N
OFFICE: (252) G37-2727 FAX: (252) G3G-2448 Fn1
•
CHARLOTTE W H
N W BERN COPYRIGHT © 2010 BY THOMAS ENGINEERING P.A. W
NC 43 TO VANCEBORO NC ALL RIGHTS RESERVED. THESE DRAWINGS ARE
NSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
— NEITHER THI5 DOCUMENT NOKANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OF k�
NORTH CARO LI N A \ TRANSMITTED IN ANY FORM OR 15YLU ANY MEANS, F�
WEST CROSSROADS ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
�� LIMITED IN PHOTOCOPYING, INFORMATION
MICROFILMING AND
RECORDING, L BY ANY INFORMATION STORAGE
✓ U B D I V (5 I O N AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A. Q
z
FINAL DRAWINGS
Released for permits only, •
\ not released for construction.
SEP 9 2010 z
GENERAL NOTES S� ,,
, BOUNDARY INFORMATION IS AS PROVIDED ON THE "SUBDIVISION PLAN 1. ` .GINFr' I OL
AR
Btt `
OF THE ESTATE OF IRA W. DAV15% DATED DECEMBER 27, 2001 AND P.
OBE IOC, q
REVISED JANUARY 30, 2002 AND FEBKUAKY 25, 2002, PREPARED BY " x �; '
4 l
BRAD L. SUITT, PLS AND RECORDED IN PLAT CABINET G, SLIDE 141 -B OF t _
THE CRAVEN COUNTY REGISTER OF DEEDS. t -�'�IL k v ,i ` c O SEAL AL -
2. TOPOGRAPHY IS AS FIELD DETERMINED. —{ 1 /�/�/ ? z C 438 ¢ 147 _ k
3. AERIALS SHOWN ON THESE PLANS ARE FROM CRAVEN COUNTY GIS AND N C I I V V I 5 5 / " ' - Dy~�`
CAR,,,,` Q
FLOWN IN 2007. AERIALS ARE FOR CONCEPTUAL PURPOSES ONLY. -� (K. '.1 3
4, CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY FINISH GRADES ARE { I I TC� 9 B `
SIGNIFICANTLY ADJUSTED FROM TH05E SHOWN IN THE PLANS. WITHOUT O V T LI n /' ( I ✓
5. CONTRACTOR SHALL BE RESPONSIBLE FOR D15COVEP.Y OF EXISTING I V I ~
y, UNDERGROUND INSTALLATIONS, IN ADVANCE Of EXCAVATING, BCOVERY CH R15TIAN CENTER SITE
CONTACTING ALL LOCAL UTILITIES AND BY PROSPECTING.
G. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING 1 I a
AROUND ALL EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY SITE I M PROVEM E T5
PRECAUTIONS TO PREVENT DISRUPTION OF 5EKVICE5 TO CUSTOMERS. for
7. EXISTING ELEVATIONS AS SHOWN ON THESE PLANS ARE TO BE TAKEN AS N C 4 3 TO NEW BERN , N C
APPROXIMATED AND ARE TO BE FIELD VERIFIED. WITHOUT LI M ITS
8. REFER TO SECTION 02 100 FOR CLEARING 4 GRUBBING SPECIFICATIONS. VICINITY MAP 9. REFERT05ECTIONQ222I FORTRENCHING,BACKFILLING,# ,pPROM CHR15TIAN CENTER
COMPACTING 5PECIFICATIONS. OLINA
I O.REFER TO SECTION 02270 FOR SEDIMENTATION 4 EROSION CONTROL DWPONMENTAI
JN MW SSION
SPECIFICATIONS. rowNSHiP xa cuveN couNl iNew ae�wNORm cnRouNn
1 1 . REFER TO SECTION 02930 FOR DEEDING AND MULCHING C "!z %"' = SCALE: 1 ":500' DATE: G.7. 10
SPECIFICATIONS. 20 /L
12. REFER TO SECTION 03300 FOR CAST -IN -PLACE CONCRETE
SPECIFICATIONS.
1`` �` ' PROJECT#: 201 0-01 2 SHEET: O I of 08

1

N,\
LOT 2 1 LOT I
I
II
I
II
I
EXISTING 8" SEWER LINE
STUB -OUT E C
EXISTING SIVII
RIM EL: 26.69'
INV. EL I I .G2'
PROPOSED 4" SEWER SERVICE TO
5E TIED IN VIA IN51DE DROP ELECTRIC BO:
(5EE DETAIL 51)
1
EXISTING 18" RCP
�I
III �
III I
EXISTING 8" WATLRLINE,
LOT 7G
LOT 75
I
EX15TING 8" WATERLINE
STUB -OUT B CAP
LOT 74
LOT 73
EXISTING EDGE OF PAVEMENT _-sg-------------s_����_-
FUTURE ROADWAY EXTENTION
(BY OTHERS)
65' R/W - RESERVED
LOT 72
►� i'i-byii •'
1►g�y♦� f1
ii%���i.� ►�.Gi�rra�
001 p •ry ►a . • min .ro.
• 1��, aQi�iO�� � Oii�©ii /1 �l�Q
100� ..........�i ►wiiDiii •' ��g1
►��
♦ \\\\\\\\♦11"QioiO�ui vi�wv0i��� y
VIA
•1 ►�1 ♦ --ram _"
►0 `VICAID `
- opmr- P "IP
INV
I lry■Qf��
r •: - r � �' t 1I i ,
R •► a
11M 'IV, 1011011% Me
RIM
111134
�5�-+�������0©0��!!�:�IR333=7��!5•rr���0i1-�j��'-q�� �.tne�,��7i���.��� ��.J7rur.� ��•�a.. �.
r
1
GENERAL NOTES
I . BOUNDARY INFORMATION 15 AS PROVIDED ON THE "5UBDIVI5ION PLAN OF THE ESTATE OF
IRA W. DAVIS% DATED DECEMBER 27, 2001 AND REVISED JANUARY 30, 2002 AND
FEBRUARY 25, 2002, PREPARED BY BRAD L. SUITT, PLS AND RECORDED IN PLAT CABINET G,
SLIDE 141-13 OF THE CRAVEN COUNTY REGISTER OF DEEDS. PROJECT TRACT IS 'TRACT 2"
ON THI5 MAP.
2. DEED REFERENCE: DEED BOOK 2895, PAGE 70.
3. MINIMUM FRONT SETBACK 15 25 FEET.
4. MINIMUM 51DE SETBACK 15 10 FEET.
5. MINIMUM REAR SETBACK 15 10 FEET,
G. CURRENT ZONING 15 C-3. PROJECT 15 WITHIN THE NEU5E BOULEVARD CORRIDOR.
7. PROJECT SITE HAS BEEN A551GNED THE ADDRESS: 102 WASHINGTON P05T ROAD, NEW
KERN, NC 285G I .
8. ELEVATIONS BASED OFF OF NGVD 1955 DATUM.
9. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP COMMUNITY
372055G I OOJ, EFFECTIVE DATE: JULY 2, 2004,TH15 REPORT IN NO WAY SUPERSEDES THE
ABOVE REFERENCED FIRM.
10. CONTOUR INTERVALS SHOWN ARE AT ONE HALF FOOT.
1 1. TOTAL SITE AREA 15 1 2G,378 5F (2.90 AC)
12. TOTAL IMPERVIOUS AREA 15 7G,000 5F (1 .7G AC)
13. TOTAL PERCENT OF IMPERVIOUS COVER 15 GO.7%.
14. TOTAL PROJECT GREEN SPACE (PLANTED AREA) IS 39.3%.
15, PROJECT 15 HIGH DENSITY.
I, G- NO 404 WETLANDS EXI5T ON THE SITE.
STANDARD PARKING SPACES = I G3, HANDICAP PARKING SPACES = G, TOTAL PARKING
SPACES = I G9. REQUIRED PARKING SPACES = 507 5EAT5/4 = 127.
18. PROPOSED WATER AND SEWER SERVICE BY THE CITY OF NEW BERN.
19. WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
20.TOTAL DISTURBED AREA 15 3 ACRES +/-.
21 . WASTE DI5PO5AL SITE PERIMETER TO BE WOODEN FENCED. REFUSE SERVICE TO BE
PROVIDED BY THE CITY OF NEW BERN.
22.51GN SITE LOCATIONS ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. ACTUAL SIGN
PLANS TO BE SUBMITTED AND APPROVED BY THE CITY OF NEW BERN PRIOR TO
CONSTRUCTION.
23.A MINIMUM OF G" LANDSCAPE TIMPER5 TO BE USED AT THE PERIMETER OF THE TREE
ISLANDS,TYP.
LANDSCAPING DETAIL
Trees
5ym.
Quart.
Common Name
Spacing
0-
I I
Trident Maple
As Shown
Q
6
Eastern Redbud
A5 Shown
d
15
Like Oak
As Shown
(�
22
Deodara Cedar
A5 Shown
Shrubs
5ym.
Quart.
Common Name
Spacing
O
22
Dwarf Yaupon
As Shown
(D
20
Boxwood
As Shown
G
12
05manthU5
A5 Shown
G
12
Assorted Holly
As Shown
Groundcover
5ym.
IQuant.
I Common Name
Spacing
-
Grassed Groundcover
---
KOXM
Mulched Groundcove
---
' LEGEND
SYMBOL
DESCRIPTION
PG.
DET.
Property Lines/Grading Lines
- - - -
Property Minimum Building Lines
NCDOT Right of Way Lme5
e
Budding Roof Area
Proposed Water Service
g
W3
Proposed Fire Hydrant Assembly
8
W4
-
Proposed G" Water Line (C900)
_
Proposed Sewer Service
8
51
Drainage Arrows
7
EC5'
f�
P_#
Pipe Labels-
flDrainage
Area Label
-o--: -
Sit Pence
7
EC2
Limits of Disturbance
Pipe Outlet Protection
7
EC3'
Temporary Construction Entrance
7
ECI:
Temporary Check Dam
7
EC4'
�®
ti v
Veg. Buff er5Neg. Shelf
;{
Landscaping Areas
- w -
Existing Water Lme5
- G -
Existing Gas Lines
Proposed Storm Dram
m
®
Existing Storm Drain
Bore Hole (SHWT Check)
Proposed Grades (Spot Elev.)
9
_
WCR
Wheelchair Ramps
7
K2
Fh-c-51
Handicap Sign
7
R4
.AP
�� '7
• 15 • 31D
PROJECT REVISIONS
NO.
DESCRIPTION
I BY
! DATE
CITYOFNEWBERNSTORM
JGT
77.20/O
2
Tf CHANGES - C05T RED. - MUL TIPLE
JGT
7 29.20 / C
3
Cl7Y OF NEW BERN DEPL REVIEW
JGT
. l 2.20 / C
4
TARHfft REQUE5T5
JGT
6.30.20/C
OWNER/DEVELOPLR
WITHOUT LIMITS CHRI5TIAN CENTER, INC
PO BOX 15094
NEW BERN, NORTH CAROLINA 285G i
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G3
OFFICE: [phone] FAX: (252) G3G-2448
FINAL DRAWINGS
Released for permits only,
not released for construction.
``�.����1�1GIINE�'�ir J ,`0�1111I1 ArIOL f�.
OR9
~ F = SEAL fie. 9 ,y EAL ��Q�
CA4?Gy~ ~:r Cry„c1Q
198,3
1111I11111
SITE PLAN
SITE IMPROVEMENTS
for
WITHOUT LIMIT5
CHRI5TIAN CENTER
TOWN5HIP #8/CRAVEN COUNTY/NEW 5ERNMORTI1 CAROLINA
SCALE: 1 ":30' 1 DATE: G. 7. 10
PROJECT #: 201 0-01 2 1 SHEET: 03 of 06

In I
LOT 72
I
LOT 7G LOT 75 LOT 74 LOT 73 I
LOT 2 LOT I \
IN
I
\ I
EXISTING
OUTE CAP BERLINE
ST
W ,Apt A/ EXISTING EDGE OF PAVEMENT
/ EXISTING;�RLINE-___®®®� ___-_®�__®________________c --__-_--_---.__-
STUB-OUT 4 CAP
FUTURE (BY
YFUCTENTION
S� 65' RAN -RESERVED
EXISTING 5MH
RIM EL: 26.62' I _ ____- ___-.___- -_-_- - - - -__ _____
INV. EL: I I .62' /
rz
PROPOSED 4°5EWER SERVICE TO - a,m,.�mm��.��c�= �---- - - - - - - - - - - - - - �a�®'�--- -®s®c
BE TIED IN VIA INSIDE DROP I ELECTRIC BOX I / �� FUTURE j
(SEE DETAIL 51 )
1 �� SECONDARY
�\ / 526°4T I5"E ize NTRANj
za.�s
2 1 101 1 2 4 ' 341 . 2 1 2
2 1 2 L4} 2 2 2
29.�5• 7 0' M b.15' L 3_
I I 3 AD -I
4 /� 2 r7� zzs° 2 ^ 3' I 3
p I zasa
EXISTING 18" RCP I � 2 za.�s• za.ao tib ry^y / - zasor I I 25 G2 -- 4
I m
I� z
2 I 20.9�2'
II1 �
1 7 229.5a. 29.75' r,. .3,. r 29J5' _... 29.]5' 29.Sa 26.75 ., I I
p ICID
EXISTING 8" WATLRUNE \
I 3 2
VI I I 2 2 1
VI 3
2
u
I 4 q I 2 I 2 AD-2_
,
�ryI AD-3 3 WITHOUT LIMITS CHRISTIAN CENTER 3 .-` 1
III Aryu /�..y: 13,464 5F , 2 j 2 I 4
II I ti 2 1 hl �
2132' X 102' a )IF za.38''
Z50' y(za.zs• 2`�. 'i. I � I 3 F.F.E. = 30.0' +/- 2ssa z7ss• i I 2
29.50 4 I
III o 2 I 3 2
U 1,. 2
2 q I
21
PROPERTY ZONED P.-b III �- I I I 2
PORTION TRACT "3" I I 4 - -
PLAT CABINET G, SLIDE 141-8
w r zz • V r- j 1, i NOW OR FORMERLY
55,317 +/- SF I 4 4 I ) MARGARET D. BENEDETO
2It +/- AC III I m 3
U u I 4 2 DEED BOOK 2202, PAGE 297
V 4 � ' 2 r��` � I �� PLAT CABINET G, SLIDE 141 -B
r,: 'rw C.'.....r'r' a -v; .r _ 'v_ �..t1J % _ ZONED R-5
W I ''v:•. .s;•"°-' EXTENDED RAMPED CONCRETE n TRACT"I"
III Z I 2950' w. ` 29.)5' 29J5,
O I 4 s t -- ~ 426 S N Co 2 V
29.25•----- 29.25'-- z,
IIIZ I 2 I so' / / \ \ sso' r % 3 2esc 6.7s N
a" 0) 2-. g l/ 2A50' 3 29 p5 29.95' 29.S
4 q a \ /
".J I 3 r .V- 3 \
III
2650 n/ 29.25 \
i 2a J5' ° 29.5b 29.95 ' 29J5' 29.5a / '2> 3
3 so
III ° .p za.5a
2s.oa'^4
/
pu / 29.00' '29.Oa
11//ly/ I
p- --- ----- ------ /j
29.25•
9I 29.12' ( Imo- 28.15' ,
PROPOSED 94 129.25 I
VALLEY GUTTER I
/ qry PRIMARY
X ENTRANCE
PROPOSED SIGN 1 oy� 2
NOT TO SCALE 2900 ( I r I /
ACTUAL SIGN DESIGN TO BE 5UBMITTED 3 _ 2a.5a 2� Sa -
2a."!5' 29.15' 28.25 2aJ5' 29.ba' 1
TO THE CITY OF NEW BERN FOR PERMIT S
PRIOR TO CONSTRUCTION zsoa 2e.7s
Nl Iro I I 3
"�la a l '
l l
(I) 90° DI BEND
/ (I)FIRE HYDRANT ASSEMBLY 0z I 2a.6s
II "
I I '
/ I III 12
®
2/ //// \ . Jill4
2e.4a o 2ed ad/ �/, STORMWATER POND
150 LF PROPOSED 6" PVC ^ �o�a. I I 2 e
WATER LINE(C900) %•• 28,25 ze.zr/��
4 2
7-.5a PROPOSED SIGN SITE
MR A-4---__25
NOT
TOSCALE
ACTUAL
SIGN
DESIGN TO BE
D 3 4 _ I I �� I I TO THE CITY NS NEW TI RN FOR PERMIT
' PRIOR TO CONSTRUCTION
I APPAR,VT BOUNDARY- GAP - v
v S� Ste^' 7 - S� w - s ?--1 �W Iw R/w R w RnN ww = /-o ww 3 000
sa ._ ._ _. _........_ c
I'\ ._ - ._-=-1G.�_ y _.. _- _. / -'� ----N2 15"W
6° 47
_27_
/� -` i ! -' ...._EXISTIN SSMH" N63° 2' 45"E ✓ _R/w _.__. _ R/W.r-- --- G - -.
INV. EL 24.79' � a. ,-- RE GRADE 4 5EE0 __ _- _RIM EL: 28.72 `. - 20.00'
/,p / - - .-.-.- ,� EXISTING DITCH �- .�.. --- --_ INV EL 25.62' - _
w _ _ _� _ 30.5EXISTI
-__ --
NG 12" WATER MAIN - --�- _ a
PROPOSED 21" X 6" TAPPING SLEEVE EVALVE NC HWY 43/NC HWY 55-
l
WASHINGTO N POST ROAD
TEMPORARY SEED SPECIFICATIONS
Type of Seed Minimum Pounds Per Acre (Iblac)
Tall Fescue KY 31 Var.
50
Bermuda, Common-unhulled
20
Bahia, Pensacola Var.
1 50
Centipede
5
Total
125
PERMANENT SEED SPECIFICATIONS
Type of Seed Minimum Pounds Per Acre (Ib/ac)
Tall Fescue KY 31 Var.
50
Bermuda Common-unhulled
20
Bahia Pensacola Var.
50
Centipede
5
Total
125
DRAINAGE AREAS
DA#A =
19,G I 1
SF
(0.45
AC)
DA#B =
23,386
SF
(0.54
AC)
DA#C =
13,893
SF
(0.32
AC)
DA#D =
30,170
5F
(O.G9AC)
DA#E =
21,701
5P
(0.50
AC)
DA#F =
17,G 15
SF
(0.40
AC) <==POND
TOTALS
= 1 2G,378
SF (2.90
AC)
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
P-1
15 inch RCP
25.25'
24.25'
204'
0.49%
P-2
16 inch RCP
24,25'
23.501
151'
0.50%
P-3
15 inch RCP
25.25'
24.00
230
0.54%
P-4
15 Inch RCP
24.00'
23.00'
163'
0.61 %
P-5
15 Inch RCP
23.00'
22.50'
29'
1 .74%
P-OUT
r inch PVC
23.00'
125.00'
50,
-3.99%
STRUCTURE DATA
STR.
TYPE
PIPE IN
INV. IN.
PIPE OUT
INV. OUT
RIM EL.
AD- I
AD-B
P-1
25.25'
27.50'
AD-2
AD-C
P-1
24.25'
P-2
24.25'
27.75'
AD-3
AD-15
P-3
25.25'
27.50'
AD-4
AD-C
P-3
24.00'
P-4
24.00'
27.50'
AD-5
AD-C
P-4
23.00'
P-5
23.00'
27.50'
PROJECT SCHEDULING
CONSTRUCTION SCHEDULE
I . WORK INCLUDED IN THESE DRAWINGS 15 NOT TO BE COMPLETED PRIOR TO PROPER PERMIT
DOCUMENTS BEING OBTAINED. THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IF
QUESTIONS ARISE CONCERNING PERMIT STATUS.
2. CONTRACTOR 15 TO SCHEDULE AND HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE
WEEK PRIOR TO STARTING CONSTRUCTION.
3. INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AT LOCATIONS SHOWN IN
THE PLAN5. IN5TALL TEMPORARY SILT FENCING A5 NEEDED.
4. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINEDIN SUCH A MANNER
AS TO MINIMIZE 501L EROSION, SILTATION, OF DRAINAGE CHANNELS, DAMAGE TO EXISTING
VEGETATION, AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
5. COMPLETE SITE CLEARING.
G. CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
7. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND CHECK DAMS,
INSTALL CATCH BASINS AND CULVERTS WITH INLET AND OUTLET PROTECTION, AND INSTALL
SEDIMENT FENCE AS NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
8. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE
SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
9. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH GRAVEL.
I0.PERMANENTLY VEGETATE, AND MULCH.
1 1. AFTER SITE 15 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS.
12. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOT ABLE TO
BE GENERATED FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED
BORROW FACILITY.
MAINTENANCE SCHEDULE
1 3.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
ALL PRACTICES AS DESIGNED.
I4.5EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SYSTEM NO LONGER DRAIN5 PROPERLY.
1 5.SEDIMENT WILL BE REMOVED FROM BEHIND THE 5EIMENT FENCE WHEN IT BECOMES
ABOUT G. INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECE55APYTO MAINTAIN A BARRIER.
I G.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
17.PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
15.30' VEGETATIVE BUFFER TO BE USED IN LIEU OF SILT FENCE, WHERE APPLICABLE.
1 9.POND TO BE USED AS WET DETENTION BASIN THROUGH THE DURATION OF THE PROJECT,
BASIN WILL BE CLEAN OF SEDIMENT PRIOR TO USE.
20. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR
MAI NTENANCE/EM ERGENCY.
LEGEND
SYMBOL DESCRIPTION PG. DET
Property Lmes/Gradmg Lines
- - -. _ Property Minimum Building Lines 3
- w - NCDOT Right of Way Lines
Building Roof Area
Proposed Water Service 8 W3 y
,YQProposed Fire Hydrant Assembly 8 W4 O N
-"'- Proposed G" Water Line (C900) -
�- Proposed Sewer Service 8 S IN C'
Drainage Arrows 7
P_ f# Pipe Labels N�
Drainage Area Label
-0-� o- Silt Fence 7 EC2
I
Limits of Disturbance $ �^ �r-1 Pipe Outlet Protection 7 EC3
3
N
Temporary Construction Entrance 7 EC I C
ZZ�
® Temporary Check Dam 7 EC4 Q L
Veg. Buffers/Veg. Shelf
X Landscaping Areas
- w - Exi5tmg Water Lmes
- G - Existing Gas Lmes _ �y
m Proposed Storm Drain T
® Existing Storm Drain 1
Bore Hole (SHWT Check)
r
Proposed Grades (Spot Elev.)
hi rj
WCR Wheelchair Ramps 7 R2 O
FH-c -51 Handicap 5gn 7 R4
GRAPHIC SCALE
z
30 15 0 30 rT
l5"
�.
PROJECT PEV1510NS
NO. DE5CRIP7701V BY DATE Q
CITY OP NEWL95RIV5TORM J6T 7720/0 Z
2 TECHANGES - C05T RED. - MULTIPLE JGT 729.20/C'
3 CITyOFNfWBfRNDEPL REU/EW JGT 5,12.201c Z
4 TARHfEL REQUE5T5 JGT C111,
I I
OWNMI)EVELOPEIR
WITHOUT LIMITS CHRISTIAN CENTER, INC
PO BOX 15094
NEW BERN, NORTH CAROLINA 255G I
CONSULTING ENGINEER �!
THOMAS ENGINEERING, P.A. �^
P.O. BOX 1309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448 r�
FINAL DRAWINGS
Released for permits only, 0
not released for construction.
j�A
`,lli}II[[flllrrr l,,lllill [!f(rrrr
GINvx CAoL
SS
ex= SEAL=y~ .a SI�--
`p C-438 tJ
a pti~ G
9S�*`,
rlflllitiltli fill
I 1
GRADING PLA
SITE IMPROVEMENTS
for
WITHOUT LIMITS
CHRISTIAN CENTER
TOWNSHIP #5/CRAVEN COUNTY/NEW BERN/NORTH CAROLINA
SCALE: 1 ":30' 1 DATE: G.7. 10
PROJECT #: 2010-01 2 1 SHEET: 04 of 08

III I
\ LOT 72
I
LOT 2 LOT I I LOT 7G LOT 75 LOT 74 LOT 73 \ I
II I
I
I \ I
� I
EXISTING 8' WATERLINE
I STUB -OUT 4 CAP
W I ,Apt EXISTING EDGE OF PAVEMENT
/ EXISTING 8G 8"SEWER LINE 5__-_-----_-.--____-__-_______________________._a
STUB -OUT #CAP
FUTURE XTENTION
(By OTHERS) 65' R/W -RESERVED
EXISTING 5511111� .
RIM EL: 2G.G9'
INV. EL: I I .G2'
/ - _ _
PROPOSED 4" SEWER SERVICE TO _..-._ _--��`����-c�� �s����===s�a�ffis�::�=-=s�����_� - ---
BE TIED IN VIA INSIDE DROP ELECTRIC BOX / ' FUTURE /
(SEE DETAIL 51) SECONDARY
526° 4T 5"E ENTRANCE
z41.
2 0' M 3
AD- I
j 2 oX 3
I
EXISTING 18'q"I RCP I 0P y' 1 4
III I 2 ,z / d
I / I
rER+.�431r F 2
2 I 5-77 Ro- c,Tl
� I
A I, O i I 1,
nl I
EXISTING 8" WATfRLINE I Y a a
VIOEM
2 � 2
4
I I
III>1
3 3
.y =. z
z 1 1 z 1
nl I a
z I AD-2
WI OUT LIMITS IP15TIA C ER 3
13,4 4 5F zI 2 4
132' 10
+/-
h
II12 1
PROPERTY ZONED R-8
PORTION TRACT '3`
PLAT CABINET G, SLIDE 141 -B
w 1 2 z r NOW OR FORMERLY
96,317+/-5F - �'.' 4 o-LJr �\
2.2G +/- AC III I I It a ; MARGARET D. BENEDETTO
/ N ' DEED BOOK 2202, PAGE 257
III\J - �4 i 4' z 2 PLAT CABINET G, SLIDE 141-5
M I (1.Y-. '• / _ p ZONED R-8
W ? •: ,i;.: NDEU RA EO CONCRET '.9r _ . v_ ...J
TRACT " I'
III �
n
III ° 22
=I I -,-
a / 3
1
34 3
0
^4
PROPOSED 94 LF
/ VALLEY GUTTER 1 /
,
pI PRIMARY �••, I , AD
N ENTRANCE 9
a
PROPOSED SIGN
NOT TO SCALE �� d I
ACTUAL SIGN DESIGN TO BE SUBMITTED 3
TO THE CITY OF NEW BERN FOR PERMIT / PS �' a a
PRIOR TO CONSTRUCTION 3 3
/ #/ t 1 I
/ (I) 90° DI BEND
/ (I) FIRE HYDRANT ASSEMBLY 1 I , j�/
yp 'IC\jo FOREBAY
jti6d/6 Y /5TORMWATER POND I 14
150 LF PROPOSED 0 PVC
WATER LINE (C900) PROPOSED SIGN SITE
2 L AD-4 - - - - - - - - - II � v�-~�- I I I I I NOOT TO
OL SCALE
SIGN DESIGN TO BE SUBMITTED
TO THE CITY Of NEW BE RN
4 Ill 1`L�Z III I PRIOR TO CONSTRUCTION
FOR PERMIT
1 2
AGA ---
9j y - APPAif OUNDA - GAP N26°4T I5"W !- - - \✓
V SSW j'5�l`^'T- S�W �g'W S �yy ww RAV R/W F/W O �Q
-e�-55
-
/r
...._ ._ N G° 5' W
EXISTING 55 - N63 t 2 45"E �„ ,-/ _P/W __ P/W RiW
INV. EL. 24.79' �C, REGRADE if5E`_D RIM EL 2 72' - 2000'
/A -_ _ -- EXISTING DITCH za.a- --"' '_INV EL: 25.G2'
30.5.0
EXISTING _.-,--
-zsa --
12 WATER MAIN
PROPOSED 1 2" X G" TAPPING SLEEVE d VALVE �� "'_ sos' _
� 3i o-� --- � � NC FiWY 43/NC HWY 55
�\ \ _--` - -/ II - _- a1.5• spa WASHINGTON POST ROAD
I - r
TEMPORARY SEED SPECIFICATIONS
Type of Seed Minimum Pounds Per Acre (IWac)
Tall Fescue KY 31 Var
50
Bermuda Common-unhulled
20
Bahia Pensacola Var
50
Cenci ede
5
Total
125
PERMANENT SEED SPECIFICATIONS
Type of Seed Minimum Pounds Per Acre (Ib/ac)
Tall Fescue KY 31 Var.
50
Bermuda Common-unhu/led
20
Bahia, Pensacola Var.
50
Centipede
5
Total
125
DRAINAGE AREAS
DA#A
= 1 9,G I I
SF
(0.45
AC)
DA#5
= 23,388
SF
(0.54
AC)
DA#C
= 13,853
SF
(0.32
AC)
DA#D
= 30,170
SF
(0.G9AC)
DA#E
= 21,701
SF
(0.50
AC)
DA#F
= 17,G 15
SF
(0.40
AC) <==POND
TOTALS = 1 2G,378 SF (2.90 AC)
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
P-t
15 Inch RCP
25.25'
24.25'
204'
0.49%
P-2
15 mch RCP
24.25'
23.50
151,
0.50%
P-3
15 inch RCP
25.25'
24.00'
230
C.54%
P-4
18 mch PCP
24.00,
23.00
163'
0.61 %
P-5
18 mch RCP
23.00'
22.50
29,
1 .74%
P-OUT
6 mch PVC
23,00'
25.00
50
-3,99%
STRUCTURE DATA
5TR.
TYPE
PIPE IN
INV. IN.
PIPE OUT
INV. OUT
RIM EL.
AD- I
AD-5
P- 1
25.25'
27.50'
AD-2
AD-C
P-1
24.25'
P-2
24.25'
27.75'
AD-3
AD-5
P-3
25.25'
27.50'
AD-4
AD-C
P-3
24.00'
P-4
24.00'
27.50'
AD-5
AD-C
P-4
23.00'
P-5
23.00'
27.50'
PROJECT SCHEDULING
CONSTRUCTION SCHEDULE
I . WORK INCLUDED IN THESE DRAWINGS 15 NOT TO BE COMPLETED PRIOR TO PROPER PERMIT
DOCUMENTS BEING OBTAINED. THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IF
QUESTIONS AP15E CONCERNING PERMIT STATUS.
2. CONTRACTOR 15 TO SCHEDULE AND HOLD PRECON5TKUCTION CONFERENCE AT LEAST ONE
WEEK PRIOR TO STARTING CONSTRUCTION.
3. INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AT LOCATION SH
OWN O N IN
THE PLANS. INSTALL TEMPORARY SILT FENCING AS NEEDED.
4. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHEPW15E DRAINEDIN SUCH A MANNER
A5 TO MINIMIZE 501L EROSION, SILTATION, OF DRAINAGE CHANNELS, DAMAGE TO EXISTING
VEGETATION, AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
5. COMPLETE SITE CLEARING.
G. CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
7. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND CHECK DAMS,
INSTALL CATCH BASINS AND CULVERTS WITH INLET AND OUTLET PROTECTION, AND INSTALL
SEDIMENT FENCE AS NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
8. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE
SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
9. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH GRAVEL.
10.PERMANENTLY VEGETATE, AND MULCH.
I I . AFTER 51TE 15 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS.
12. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOT ABLE TO
BE GENERATED FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED
BORROW FACILITY.
MAINTENANCE SCHEDULE
13. ALL ER0510N AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
ALL PRACTICES AS DESIGNED.
14.5EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SYSTEM NO LONGER DRAINS PROPERLY.
1 5.5EDIMENT WILL BE REMOVED FROM BEHIND THE 5EIMENT FENCE WHEN IT BECOMES
ABOUT G INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECE55ARYTO MAINTAIN A BARRIER.
I G.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
17.PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
18. 30' VEGETATIVE BUFFER TO BE USED IN LIEU OF 51LT FENCE, WHERE APPLICABLE.
19.POND TO BE USED AS WET DETENTION BASIN THROUGH THE DURATION OF THE PROJECT,
BA51N WILL BE CLEAN OF SEDIMENT PRIOR TO USE.
20. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION DA51N FOR
MAI NTENANCE/EM ERGENCY.
LEGEND
SYMBOL DESCRIPTION PG. DEL:
Property bneS/Grading Lines
- - _ _ Property Minimum Building Lines
R
NCDOT Right of Way Lines
Budding Roof Area
Proposed Water Service g W3 s H
X-o Proposed Fire Hydrant Assembly 8 W4 �y r1
Y
--- Proposed G" Water Line (C900)
Gil, m
•- Proposed Sewer Service 8 51
J r) ►'{
Drainage Arrows 7 EC5 T' -`
f'_ f Pipe Labels
ODrainage Area Label H H
�--o-� Silt Fence 7 EC2
rn
r11
Limits of Disturbance
Pipe Outlet Protection 7 EC3 FI
H l�
Temporary Construction Entrance 7 EC I
Temporary Check Dam 7 EC4
Veg. Buffers/Veg. Shelf
Landscaping Areas
- w - Existmg Water Lines C�
{^�
- c - Existing Gas Lines
h
m Proposed Storm Drain _ 1
1 L - r
® Existing Storm Drain h�
Bore Hole (5HWT Check) V J H
_> r
Proposed Grades (Spot Elev.) u � K � h'1
WCK Wheelchair Ramps 7 R2 L II✓�� hv�'
Hcs Handicap 51gn 7 R4 a
GRAPHIC SCALE
z
30 15 0 30 = ^ W
W
PROJECT REVISIONS
N0. DE5CRIPTION BY DATE
CITY OP NEW BERN 5TORM JGT 7. 7. 20 / 0 Z
2 TE CHANGES - C05T RED. - MULTIPLE JOT 729.20 / G
3 CITY OF NEW BERN DEFT, REVIEW JOT 0. l 2.20 / C
4 TARHEEL REQUESTS JGT 3.30.201CAi
~ i=1
� � O
N
OWNEPW)EVELOPER
WITHOUT LIMITS CHP15TIAN CENTER, INC W
PO BOX 15094
NEW BERN, NORTH CAROLINA 265G I
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A. 1.4
�
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
Q
FINAL DRAWINGS N
Released for permits only, •
not released for construction.
,lllitll/ttrr \lt tttttrrr � I Y
jo} I NNL4 ''r ,``4� C AR p z,, W\ Ir 11
I '': LI ` � � r
F 5 SEAL = 9 - - AL �U : H
?z C-438 014
-% CAR,.
'`'�.,* 1 9 8 `3 *,t"`` , Nr TKO `•
'rrrrrtt„,t�`` , Mitt„ l
STORMWATER/EC LAN
SITE IMPROVEMENTS E
for
WITHOUT LIMITS
CHRISTIAN CENTER
TOWNSHIP #8/CRAVEN COIL NEW BERN/NORTH CAROLINA -
SCALE: 1 ":30' DATE: G.7. 1 0
PROJECT #: 201 0-01 2 SHEET: 05 of 08

I
II
/ II
Il I
PROPOSED 94 LF I
/ VALLEY GUTTER I
IIPRIMARY
ENTRANCE
/ PROPOSED SIGN
NOT TO SCALE
ACTUAL SIGN DE51GN TO BE SUBMITTED
TO THE CITY OF NEW BERN POP PERMIT
PRIOR TO CONSTRUCTION
III ,
(1) 90° DI BEND
/ (I) FIRE HYDRANT ASSEMBLY U'
50 LF PROPOSED C PVC
(
/ WATER LINE C900)
-SSS' 5 WW WW
t
INV. EL 24.79'
----------- 1 /�
VEGETATIVE
SHEI F
NATURAL GROUNC
NATURAL GRCJN
"�
` �� :r.F:. ` :c.F:•
1 2 1 BL L
N2G' 47' 15"W
APPARENT BOUNDARY- GAP
R/W P/W P/W R/W P/w P/W R/W R/W RW R/W R/W_ P/w R/W
SS 55 SS SS 55 SS SS SS SS SS SS 9 SS 55
EXI5TING 55MH N63° 1 2' 45"E
REGRADE 6 SEED RIM EL: 25.72' 20.00,
EXISTING DITCH INV. EL: 25.62'
CRO55 SECTION "A -A" - POND LONGITUDINAL
VEGETATIVE VEGETATIVE
CHFI F
GROUND
✓E COVER
;(FICATION5)
CR055 SECTION "D-B"
VEGETATIVE SHELF PREPARATION * PLANTING
I. SOIL PREPARATION - THE CONTRACTOR IS TO EXCAVATE BEYOND THE FINISHED GRADE OF
THE VEGETATIVE SHELF BY 1 2" IN ORDER TO INSTALL 1 2" OF MODIFIED FILL AS INDICATED
BELOW.
HA HT P T 2. THE VEGETATIVE SHELF S LL BE BROUG U O FINISHED GRADE THROUGH THE
PLACEMENT OF 1 2" OF MODIFIED SOIL. THIS SOIL SHALL BE MODIFIED TO INSURE A SOIL
PH OF APPROXIMATELY G, WITH A MINIMUM OF 1 0% ORGANIC MATTER. OFFSITE COMPOST
CAN BE USED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL LIME CAN BE USED
TO INCREASE THE SOIL PH.
3. THE CONTRACTOR SHALL STRIP AND STORE 51TE TOPSOIL PRIOR TO POND GRADING
ACTIVITIES FOR THE PURPOSE OF TOP DRESSING THE POND, AND BACKFILLING THE
VEGETATIVE SHELF.
4. VEGETATIVE SHELF PLANTINGS, AS INDICATED HEREIN, ARE TO BE PLACED WITIH 30 DAYS
OF GRADING ACTIVITIES. SHALLOW WATER PLANTS ARE NOT TO BE INSTALLED BETWEEN
OCTOBER 15T AND MARCH I ST. IT 15 RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF
PLANTINGS BETWEEN APRIL I ST AND AUGUST 3 1 ST.
5. SLOW RELEASE FERTILIZER IS TO BE INSTALLED TO EACH PLANT WHILE BEING INSTALLED.
SLOW RELEASE FERTILIZER SHALL FEED THE PLANTINGS FOR A MINIMUM OF 12 MONTHS.
N. T,5.
5. THE OWNER 15 TO INSURE THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF 15
MAINTAINED ACCORDING TO THE OPERATION AND MAINTENANCE PROCEDURES ON FILE
WITH NCDENR.
G, FOR THE FIRST TWO YEARS AFTER INITIAL PLANTING AND DURING THE OPTIMAL PLANTING
SEASON, ALL PLANTS THAT DID NOT SURVIVE THE INITIAL APPLICATION SHALL BE
REPLACED AND/OR REINSTALLED.
7. WEEDING SHALL TAKE PLACE AS NECESSARY IN ORDER TO EXPEL UNDESIRABLE
VEGETATION.
8. ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR
PURCHASE INFORMATION. CONTAINER SIZES VARY, BUT TYPICALLY ARE OF DIAMETERS
LE55 THAN 4".
N.T5.
VEGETATIVE
SHELF
I C' CON
OVEREL(
97
PROPOSED SIGN SITE
NOT TO SCALE
PRIOR TO" CONSTRUCTION
O
�S SS SS --�
62.20'
N26° 47' 15"W _
RAW
-- R/W R/W R/w R/W �'
ww
CAP W/ 1 .5"
HOLE
3'
WEIR @ EL. 2G.75'
@ ELEV.
25.0' 5' BERM @
. 28.0
+/-
6" X G" X G" TEE
5'
5'
SCREW PLUG
10' VEG. SHELF
FORMAINTENANCE�
—
•
•
ROUND ABC STONE PAD
(GRADE TO SUPPORT PVC)
RIP -RAP LINED
COVER RIP -RAP LINED
'ICATiON5)
4" CONCRETE (3,000 P51
P-OUT
(FIBER REINFORCED)
G" SCH 40 PVC TO DRAIN
ON 4" ABC STONE
PERMANENT POOL
OUTLET
PIPE
DETAIL C-C
VOLUMES
AREA5
tlon
Fo ebay Pond Total
_
Forebay Pond Tota
ft3 fta 0fta
Fta Fta
75
} 3054
7512
10566
3405
8709 12117
5
2399
6422
8821
1012
2570 3882
"
saw1648
5058
6]06
67'.
2214 2885
5
_
103]
3]98
4835
3543
15016 19359
1618
5
144
1474
8634
29609 38243
POND VOLUMES
I-'UNU �3-U VItW
N, T.5.
I O' Vei. Shelf
Perm. Pool
Pond Gradsoi
ed /l j//���//'//
`
12 Modlfled 5o;1
SOIL MODIFICATION
PERM. POOL ELEV. 25'
INLET ELEV. 2 1 .5' +/-
)ND BOTTOM EL. 18.5'
MT.S. FI
3'TOP WIDTH
4" CONCRETE (3,000 PSI, BER
CONCRETE WEIR REINFORCED) on 4" ABC
3' 4' LENGTH = 8' 3'
POND TOP: EL 28' +/-
GRASSED CONCRETE POND TOP : EL. 28.0'
4:1 4:1
WIP
4.1 .. GFL E75T(OLEVEU 4.1
CONCRETE WEIR DETAIL D-D
w
Pt
Sw
Ar Pt
Sw
Ar
Pr
0
Ar, 3
w
_
O
Ar
f?
Sw q _PL
...
SV
Ar
Sew -
o
Ar = Arrowhead
(Sacglttarla
Ion, ldoba),
PI =
Pickerel weed
(Pontederla
corada), Sw = Sweet flag
(Acoru5 5pp.)
VEGETATIVE
SHELF
PLANTING
DETAIL
(TYP.)
LEGEND
SYMBOL DESCRIPTION PG DET
Property Lines/Grading Lines
_ _ — — Property Minimum Building Lme5
— — NCDOT Right of Way Lines
Building Roof Area
Proposed Water Service
Proposed Fire Hydrant Assembly 8 1' W4
— Proposed G" Water Line (C900) - -
Vl n'J
� Proposed Sewer Service 8 SI
Drainage Arrows 7 EC5'
Plpe Labels
O Drainage Area Label
r�
AJ
-p--�4 Silt Fence i 7 EC2 ICI
Limits of Disturbance -
Pipe Outlet Protection 7 �EC3
F■
Temporary Construction Entrance 7 EC I
® Temporary Check Dam 7 EC4 H F C
Veg. BuffersNeg. Shelf
Landscapmg Areas
y
— w — Existing Water Lines
— G — Existing Gas Lines N C
m Proposed Storm Dram Ir
® Existmg Storm Drain
^' S
Bore Hole (5HWT Check) V H,
r
Proposed Grades (Spot Elev.)
WCP. Wheelchair Ramps 7 R2 h O
HCS handicap Sign 7 R4 :t
GRAPHIC SCALE
20 10 O 20 W
W
PROJECT PEV1510N75 7
�}
NO. DESCgIFTION BY OAFf -
CITY DF NEW BERN 5T09M JGT 7 7 20 / O
2 TECHA1VGE5 - C05TRED. -MULTIPLE JGT 729.20/C <�
3 07Y OF NEW BERN DEFT, REVIEW JCT , / 2.20 / C=;
4 TARIIEEL REQUE5T5 JCT 530.20 / C
r�
o
OWNER/DEVELOPER
WITHOUT LIMITS CHRISTIAN CENTER, INC
PO BOX H
NEW BERN, NORTH CAROLINA 28561
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448 rr•�
1^"I
``tttttuutrtt, ``,rani ttrt' 's.
W
o` GINE `r. .` �V, C„ ROL
c1 ER p 4 `
,. „s,,,,,,,,J( 'r .`` S If4
v6 ORAL G $° 0,
F= SEAL "1A7\u^ H
Z C-438 ¢=
a W H904
5TORMWATER D ITS
51TE IMFROVEMENrFS
for
WITHOUT LIMITS
CHRISTIAN CENTER
TOWNSHIP #8/CRAVEN COUNiY/NEW BERN/NORTH CAROLINA
SCALE: N.T.S. DATE: G.7.10 t
PROJECT #: 201 0-01 2 SHEET: OG of 08 -

1 O' MINIMUM
\ SIDENALK CARRY RIP -RAP UP Q� EXPAN5ION JOINT f 'I
# RIP -RAP (TYP) SIDES OF SPILLWAY 5�.ogN"`
('MINIMUM � Qe-oe�.f-tP��UPANSION JOINT
PRE BOARD tO`a
`; Y
... oo°e°e
OF ONE OR BOTH
18"INTO BANK 00 _._......... si: ::::::::: '' - 'eeeeo a°oo°es°e°e°°'` NOTE: RAMP5 MAY WEND OLJ51DC
e
(TYP) #5 WASHED STONE . ' i' °° o°e°o°e°a°o°o°o°•°..'',
°s°°o°v°eeee THE RETURN.
ee°e°e° e° ° 0
VARIES y .
_�'• ease"' ee°°°O �• `.
PUBLIC ROAD •k.: °°yO :/f•' C X
MAINTENENCE: 1. INSPECT CHECK DAM5 AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF .Re°eo " • • ' `Li r'�qj;.'„ PANSION JOINT
EVENT.
C 2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT sue/9'
0 0 0 0 0 0 0 oC o o DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH °
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI-
MENT OVER THE DAM, ADD STONES TO DAM AS NEEDED TO MAINTAIN DE-
SIGN HEIGHT AND CROSS-SECTION. \ r M 'J'
�j
CARRY RIP -RAP UP SIDES OF SPILLWAY !1 SECTION A -A
NOTE: KEY THE STONE INTO THE DITCH
3 BANKS A MINIMUM OF 15" TO AVOID 2' MIN
2" u COARSE AGGREGATE .
� o WASHOUTS FROM OVERFLOW AROUND THE M ISOMETRIC VIEW
BASE TO BE MINIMUM 6" IN DEPTH �' DAM �/ MAXIMUM SLOPE N.T.S.
0 o LO / 1' MIN. FREE80ARD c o 51DEWALK(4'5TO.)
opn o
op -per O I UTilltt STRIP
0 0 #5 WASHED '"`0000 goo o .oz (MIN) O,D1 (MINT
FLOW-� STONE000 0 00 o po DROP CURB p pq (NORM) 0.02 (NORM)
p o (5TD 2'-6"CURB
v V
DXPAN510N JOINT
PLAN VIEW
NT5- W
0 0 (--TEMPORARY GPA5575'-100'AHEAD on 0$0 0 �80 pogo 4GUTTER END")
OF CHECK DAM ,... 200OilOOo oO o0_00 0 B=x-A+9'9
00 O O o 0 o �MM P B = D15TANCE FROM FRONT EDGE OF 51DEWALK
0 o TO BACK POINT OF 12 : 1 B.33%) SLOPE.
BACK OF 5IDEWALK DROP REQURED FOR ALL
#I RIP -RAP SIDEWALK 5LOPE5.
BACK OF 51DEWALK DROP REQUIRED FOR 51DEWALK IIll I
0 o/V 5LOPE5 0.04. rill
N.T.SMIN,
J
PLAN SECTION B-B r 7
_ /
AS RO'D VARIES CURB CURB CURB H
SIDEWALK TRANSITION DROP TRANSITION SIDEW
1 4 MIN.
MIND EVATiQN M►�
ELEVATION 3'-
r��
�
STANDARD WHEELCHAIR RAMP VARIABLE 5LOP55 NOT LITTER 7 �\
TO E(CEEDE 12 : 1 (8.33%)
SECTION A -A ^ �+
DETAIL EC4 - TEMPORARY GRAVEL RIP -RAP CHECK DAM U ��
DETAIL EC I -CONSTRUCTION EXIT DETAIL DETAIL R2 - TYPICAL WHEELCHAIR RAMP
n^I�
VARIES AS DIRECTED BY ENGINEER
10' MINIMUM W
STAY WIRES AT 12"INTERVAL5 \/ ✓
MIN. 1 2-1 /2 GAUGE TOP STRAND BUILDING _
10 GAUGE MIN.
LINE WIRES ^�
V
12-112 GAUGE MIN.
BOTTOM STRAND
10 GAUGE MIN.
NATURAL GROUND NATURAL GROUND
` ` ` VARIES
52' 5:1 SEE GRADING PLAN j
FILL SLOPE GENERAL NOTES: . 1 Q N
TYPICAL PA VEW NT SECTION
WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL PROJECT REVISIONS
[Y) N HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY w 1 . 51I 5F 9. 5A ASPHALT TOPCOAT T
GROUND LINE SPACING. � NO. DESCRIPTION BY DATE
FULLY GPA55 STABILIZED
2. FILTER FABRIC SHALL BE A MINIMUM OF 3G" IN WIDTH 611 CABC COMPACTED STONE l CITY Of NEWBfRNSTORM JGT 77.20/O
AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS pp 2 TE CYiANGES -COST RED. -MULTIPLE JGT 729.20/
DIRECTED BY THE ENGINEER. TENSAI\ GEOGRID TXS 3 CITY OF NEW BERNDEPT REVIEW JGT .12.20/C
� J 3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE S U-(TABLE BORROW MATERIAL 4 TARhiFPL REQUESTS JGT .3Q20/
O LLJ OF THE 5ELF-FASTENER ANGLE STEEL TYPE. �
Uj rrVll
O 4. WOOD POSTS SHALL BE A MINIMUM OF GIN HEIGHT J ITS1
WI RE AND 3" OR MORE IN DIAMETER. WIRE FABRIC SHALL BE
N 1 FILTER FABRIC FASTENED TO WOOD P05T5 WITH NOT LESS THAN #9 O
m WIRE STAPLES 1-1/2" LONG.
DETAIL EC2 - TEMPORARY SILT FENCE DETAIL EC5 - TYPICAL SHALLOW SWALE OWNER/DEVELOPER
611 - DETAIL R3 - TYPICAL PAVEMENT SECTION WITHOUT LIMITS CHRISTIAN CENTER, INC
PO BOX 15094 a-{
NEW KERN, NORTH CAROLINA 28561
1/2" RAD.­,,"""iG„ 1,_G„ GENERAL NOTES: CONSULTING ENGINEER`
1. CONTRACTION JOINTS 5HALL BE PLACED AT IO' INTERVALS, THOMAS ENGINEERING, P.A. ~'
pOp EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE i 1
A 3" PAD. P.O. BOX 309 - 401 HOWELL ROAD T
po0ogop 0 A - ' IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE
0 0 000CIO 00 oo 6 '~ °~ 1 /2" PER FT. /8" RAID. FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT NEW BE RN, NORTH CAROLINA 28563
Ak 0 $000 0 00000 0 0 0 o I'-O" '� ;, , �', -�-- 10' INTERVALS. OFFICE: (252) G37-2727 FAX: (252) G3G-2448
AIL 00o O0 0 o O 0a�o ._.+.: " �::; 2. JOINT SPACING MAYBE ALTERED IF REQUIRED BY THE ENGINEER.
00 00 0 0 00 0 00 0 O G., y''';':.� " !' 3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
/ 0000 00p0 0 0 0 0 0 • ..., : .? ,..�!•� . ; '. TEMPLATES OR FORMED BY OTHER APPROVED METHODS. J (�
0o O00 00 000 00 o p WHERE SUCH JOINTS ARE NOT FORMED BYTEMPLATE5, A MINIMUM 2" 12" �i ^
0 0 0 0 0 0 0 0 0 0% I DEPTH OF 1- 1 /2" SHALL BE OBTAINED. �/ 0o O o o poopI p0 0 56o i 2' -O" -I 4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER ' `A
� 0 0 0 0 0 00 0 0 I AND SEALER. T �
000 pBo0ooB p0 00 0 NOTE: 5. EXPANSION JOINTS SHALL BE SPACED AT 90" INTERVALS, AMC) FINAL DRAWINGS
pp 0 pg o p a>0 �0 0 24 CURB AND GUTTER -STANDARD INCHES OR MORE IN ADJACENT To ALL RIGID OBJECTS.
0 0 0 0 0 0 0 1 . La 15 THE LENGTH Of THE RIPRAF APRON. _ Released for permits only,- �„ •
0 pop p p p O 0 = MAXIMUM 3/8" (TYP) not released for construction.
0 0 0 O O O O JOINT SEALER
0 0 0 0 0 0 o0pp0 0 2. d= I .5 TIMES THE MAXIMUM STONE DIAMETER BU RESERVED PENALTY
00 0 00oepo0 000 0 0 NOT LESS THAN 6" M 3/8' (TYP)
p 00000p�o�0o o�oo0 3. IN A WELL-Dff UP THE CHANNEINBANKS TO AN ELEVATION OF APRONED CHANNEL EXTEND THE vB•sAD e HAD .:. a ° �d PARKING $ 1 0 0 uuttttttt nunt,ttt
000 0 ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE e a. ! ; . a.. p4 it;n, l ` C
PLAN O TOP OF THE BANK, WHICHEVER I5 LESS. GS 20-37.6 .``cr jN, �tfJ `G�r ``�4� ,,,, Lf r
--- 4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE cp �Fr,ogY0RGt ' .��rsEss 0q Z
INSTALLED BETWEEN THE RIPRAP AND 501L FOUN-
DATION. 2'-0" 2'-0" o , G �,"d 9 ' -
a C'
F = SEAL a - S 14L = H
1 /2• o C-438 Z -
TRANSVERSE EXPANSION JOINT 4`0" �~' r CDcpmo
Z
IN CURB GUTTER VALLEY GUTTER '�1 983 '4
000 000 00 po00000o0:'i/�/�/�/� Fill
00 pCEO
CDO p0 O p0 0 \\ \\ IN /IN 31bBE I'DEEPGROOVEBOR SAWfO JOINT 1111,11
lll`
O O _ // // // // TO BE FILLED WITft JOINT 5EA11UR 1�
\�I\\/\\/\\/�\\/j■TII/\\/�\\/�\\/7\\/\\/\\ _ -O `r O O OO-OOO O O� PROP05EDOURBOGJTITR B°RAD /B'R4D SURFACE Of PAVEMENT
ROADWAY/EC DE I LS r �/
4
NOTE: BOTTOM OF THIS SIGN SHALL BE MOUNTED SITE IMPROVEMENTS
d A -A FILTER BLANKET QaC�lO GORADESPENALTYSOIGNSHALLOBE MOUNTED r
(I 8") "' pOC�p 0 PROFoSEDPAVEMEN SLIGHTLY BELOW THIS SIGN. /o%
SECTION A -A oodoo�
WITHOUT LIMITS
PLAIN B1,77 Ni CHRISTIAN CENTER
LONGITUDINAL PLAIN BUTT JOINT TOWNSHIP #8/CRAVENCOUNTY/NEW BERN/NORTHCAROLINA
DETAIL EC3 - PIPE OUTLET PROTECTION DETAIL R4 -HANDICAP SIGNAGE SCALE: N.T.S. DATE: 6.7.10
DETAIL R I - CURB AND GUTTER DETAIL
PROJECT #: 201 0-01 2 SHEET: 07 of 08
W
A
W+A+9'
x
B
5'
0.0'
5.8'
5.8'
5.0"
6'
0.0
6.8'
6.8'
6.0"'
7'
0.9
7.8'
7.3'
6.5"'
8
0.0'
8.8'
7.3'
6.51'
5'
2.0'
7.8'
7.8'
5.0'
5'
2.5'
5.3'
5.1'
4.8'
5'
3.0'
8.8'
8.3'
4.4'
5'
3.5'
9.3'
8.4'
4.1'
5'
4.0'
9.8'
8.6'
3.8'
5'
4.5'
1 0.3'
5.7'
1 3.4'
5'
1S.0'
10.8'
5.9
1 3.1'

3/4' VIA. THREADED RODS (CONTINUOUS-
X q WATER MAIN FIELD COATED WITH BITUMA5TICANOT RE-
OUIRD IF ADEQUATE BLOCKING 15 PROVIDED
y00:v; ♦p0' A A DRAINAGE PR
:.
741
VALVE BOW PROTECTOR RING RAV
CUT TE ®45. PLAN \/
f—INLET PIPE
riA.
TEE CAST IRON VALVE BOY
' \/ fSEE SPEC5.1 1/'1 � ��
4" DIAMETER PVC SEWER SERVICE To BE PLAN VIEW 90 BEND PLAN VIEW 45 ^ FIRE HYDRA14T(5EE 5PEC5
24°X24-i RFINFORCEV MR MODEL NUMBER) J
INSTALLED IN51DE EXISTING MANHOLE 5TMNLC555TEAL5TRAPWI 22 I /2 - 1 1 114 BEND`•) CONCRETE PAD
5TANLE555U& ANCHOR 5ET IN EPDXY PLAN VIEW TEE
® 4INTERVAD
Ye '
y�riein conLovnmRaesslwom V /�11 I'll', RK%IIFfDI[PL[WRl[BLA'RING IS PROviD[D. � 1`'/,
THRUST BLOCK SCHEDULE
PIPE
517E
HOLD
DIMENSIONS
9CP
45P
22 1/20
1 1 1/4
LAT.
TEE
INCHES
E MIN
B
A
A
A
A
A
A
4
18"
10"
11
6"
G"
G"
10.
10"
6
1 8"
1 2"
1 G"
9"
6"
611
12"
12"
8
20"
1 G"
22"
1 2"
6"
5..
1 6"
G.
10
26"
20"
2G"
14"
10"
10"
O"
20"
12
30"
24"
29-1
1 G"
1 I"
I "
4"
24'
14
30
27"
35"
19"
12"
12"
27"
27"
16
30
30"
3B"
21"
12"
12"
O"
0"
T f
G GATE VALVE
/
�-I
In
V, I
(SEE 5MC5.)
�%
30' MIN.
THRUST BOCK-3000 P.5.1.
'¢
�l
COVER
CONCRETE PLACED AGAINST
A
T EARTH (IYPI
DNOT
ON BLOCK DRAIN HCtES
'T{$A
7
�'
ON mDRANr
N
•i,:9;�;.•.
ice.. {
irI
r
o°e e0 ..
2' VIA. X z' DEEP
DRAINAGE Pr
o e u
0 °
00
(SEE
SPECS. POR COMPOSRION
J
.J. LD T
MOCKEHTDRANe
TEE OR TEE'MTH APPD.
PIPf RESTRAI
p0 u a00 c
a OO a c u 000
�✓
�/�'1,
N
TI1RN 90°IN OIREQION Of fLOWY�l-j �/� N °OOo epO
/\ CONCRETE PIACE AGAPINST Oa Oe
°DTErPIPE � TYPICAL SECTION I'i PLAN VIEW LATERAL °g°
e _ unwsruRecD EARTH 'F7 11
l�
ELEVATION
DETAIL 51 -SEWER MANHOLE CONVERSION
4" INSIDE DROP SEWER SERVICE DETAIL W I -TH RUST BLOCKS DETAI L W4 - TYPICAL FI RE HYDRANT
��4
` VALVE BOX 2 RING5 Of i2 REMF.
SHEETED OPEN GATE VALVE (SEE SPECS.) BAR A55HOWN
TRENCH TRENCH I
N � N
A A 5C WATER MAIN ^"
METALLIC TRACER TAPE POR WAR raj
NON-METALLIC PIPE INSTALLATION I \ 14"DIA. / /A
SELECT MATERIAL TAPPING SLEEVE / 23' DIA. J
COMPACTED IN G" LIFf5 PLAN I I III I I) I
_ III ITT 1—
_ Tf —II
_ PLAN ADJUSTABLE CA5T IRON
— Q VALVE BOX (SEE 5PEC5.)
2 4" MAX / 12" 12' MAX I — _ _ _ _ _ GATE VALVE (sEE sPEcs.)
/ I� I —I III— 2 Z
BRICK SUPPORTS (AS REQUIRED)
"MIN G" MIN III III I I ) I I J. II I I III 2 1 =4 I 4
�Tn I I � _ I L
rr� �rl - -ram _ r_�-
I ��III II�II
—
I_ SELECT MATERIAL w 6DJU5TABLE CAST IRON -VALVE BOX
< ¢WATER MAIN NO, DESCORIPTIONEVI SIGNS BY DATE
I— COMPACTED IN 3' U VALVE BOX (SEE SPECS.)
LIFf5 o secnoNA.A �.J
— z w GATE VALVE (SEESPEC5J CITY OFNfWBERNSTORM JGT 7720/O
_ m 3 BRICK SECTION A -A CYiANGES 2 TE-005TRED.-MULTIPLE JGT 7.25.20/
—III— —III—III—III—III—III—III—III I 3 Clr'OFNEWBERNOfT. REVIEW JGT . /2.20/
III II I„II II I I II I II I I -i I II I I-1 4 TAR EELREQUESTS JGT 30.20/C L
VALVE BOX PROTECTOR RING TYPICAL WATER MAIN VALVE `'
UNDISTURBED EARTH 4 WATER Ni
1111111114
STANDARD EXCAVATION
NOTE: BELL HOLES NOT SHOWN TAPPING SLEEVE _ 0
SECTION T,
OWNER/DEVELOPER
DETAIL 52 - TYPICAL TRENCHING WITr1CUT LIMITS CHK15TIAN CENTER, INC
- -lp DETAIL W2 - TAPPING SLEEVE VALVE DETAIL W5 - WATER VALVES PO BOX 15094
NEW KERN, NORTH CAROLINA 255G I
CONSULTING ENGINEER 0
THOMA5 ENGINEERING, P.A. '
P.O. 5OX 1305 - 401 HOWELL ROAD
MAIN R W TYP) NEW BERN, NORTH CAROLINA 285G3 ✓
CORPORATION STOP (TYP) I OFFICE: (252) G37-2727 FAX: (252) G3G-2448 I�
CAST IRON METER BOX
(Tyr) GRADE ELEVATION
C/L DITCH
R/W (Il'P) � WATER
I
a"MIN. _ _ _ FINAL DRAWINGS
I.. _ _ _ _ _ _ —' ' Released for ermits onl •
SERVICE LINE I I MIIMI =1IMI I I -I 11=1IM 151 I I p y� �n h
WATER PETU51NG -I I I-1 11-I I I(=III—I I I -I I I-1 not released for construction.
5DR 9 1 I -III d I I I -III -I I I
=1 I I I I I I I I I I I I I I I I
SERVICE LINE —III-II •`lvl.yGI1V,t�`A. .`��,tTTTCAR
F, U51NG SERVICE SADDLE (TYP) " , Z �`�� ``O HSSI Lam.
5DR 9 III .'oo4tF
PLAN I_ G"= 54 9V /
3 F _ SEAL v ` -
a o C-438
DEFLECTIONS AS H
�` caR°.
I ( CURB STOP (TYP) = III—_ !`O * 1 9
WATER MAIN -I I M I I- ALLOWED BY „I „1... a
CAST IRON METER BOX II=III—III- MANUFACTURER
(TMP' 36" MINIMUM III=III-I. WATER/SEWER �IL5
LI
NE -III=111- SERVICE NE J WATER METER (iYP BY WATER COMPANY)
I"FUU13ING BRICK(TYP) I I —III —I SITE I M P RO V E NT S
ViCETYMC_
� _ _
5DR 9 WASNED STONE ((YP)
CORPORATION
STO (TYP)
for
WITHOUT LIMITS
WATER MAIN CH RI5TIAN CENTER
ELEVATION TOWN5HIP #8/CPAVEN COUNTY/NEW BERN/NORTH CAROLINA
DETAIL W3 -TYPICAL WATER SERVICE LAYOUT
DETAIL WG - WATER MAIN OVER STORM/UTILITY PIPE SCALE: N.T.5. DATE: G.7.10
- PROJECT #: 201 0-0 12 SHEET: 06 of 08