SW7060818_APPROVED PLANS_20060828

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_z��
DOC TYPE
❑CURRENT PERMIT
(� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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VICINITY MAP
NOT TO SCALE
TYPICAL BUILDING AND PARKING
LAYOUT FOR UNITS 220-299
SCALE: 1 " = 20'
5' SIDEWALK, TYP.
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TYPICAL BUILDING AND PARKING
LAYOUT FOR UNITS 200-18
SCALE: 1" = 20' I
11.5'
24.0'
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L33 48 W S70'43 S 53"W
32"W F S 1 21 175,00 R5, 200 48' ' '50 '39'
154 93 130.50
64'
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6T38 S67
403.20'
20 DRAINAGE: PARKING i N
' EASEMENT PUMP :STATION SPACES 9' X 18.5' I N
26' DRIVE 'AISLE I 0 C
l3 } I ' 20' DRAINAGE :o }
EASEMENT o
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t1ANAGI .T COMMISSION
CUP OY
DMSIc WATER
I Date f!LJ.Z.�-� , =aU G
;kk _ Stc, r'errrit0.
JOHNSON POINT RD NCSR 1117
(60' PUBLIC R/W) � Owner De elo er:
c/o Matt Piwowarski
�- 60 30 0 60Trent River Builders
205 West Rock Creek Rd.
New Bern, NC 28564
GRAPHIC SCALE: 1" = 60' Phone: [phone]
THIS DRAMIG IS THE PROPERTY THE EAST GROUP. PA ANY USE. REUSE. REPRODUCTION. SPLAY OR SALE OF THIS DRANANG MATHOUT VORITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICLY PROI4I8ITED. O COP IGHT, THE EAST GROUP. P.A. 2008
12 11 10 9 $ 7 6 5 4 3 2 1
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51.
SITE DATA:
TOTAL AREA ...................................... 8.85 AC.
IMPERVIOUS AREA................................3.65 AC.
DISTURBED AREA ........ I ............... &85 AC.
LINEAR FEET OF STREET..............................1339'
BUILDING HEIGHT ............................. . ...........31'
NO. OF STORIES ..... . ............... 2
NO. OF BUILDINGS 40
NO. OF UNITS .................. 80
NO. OF BEDROOMS/UNIT ............ . ........ • 2
BUILDING FOOTPRINT AREA ..........1•,D40 SF
BUILDING AREA -GROSS ........44,600 SF
NO, OF PARKING SPACES . REQUIRED ............ . ..... 160
NO. OF PARKING SPACES PROVIDED ..............1.78
ZONING CLASSIFICATION ......... • .
NO. OF HANDICAPPED SPACES READ. 0
NO. OF HANDICAPPED SPACES PROVIDED O
SITE NOTES:
1. ALL PARKING LOT/DRIVE DIMENSIONS, ANGLES AND
RADII ARE TO BACK OF CURB WHERE APPLICABLE.
2. PARKING LOT SHALL BE STRIPED IN ACCORDANCE
WITH THIS PLAN.
3. ALL PERMITS AND FEES REQUIRED FOR
CONSTRUCTION OF IMPROVEMENTS ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
4. NCDOT DRIVEWAY PERMIT REQUIRED.
5. NCDOT ENCROACHMENT PERMIT FOR UTILITIES
REQUIRED.
6. AN EROSION CONTROL PLAN SHALL BE APPROVED
PRIOR TO CONSTRUCTION.
7. TRASH COLLECTION IS TO BE PROVIDED
8. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO
MAKING CONNECTIONS TO EXISTING STORM DRAINS
LOCATED WITHIN THE PUBLIC WORKS DRAINAGE
EASEMENTS OR PUBLIC R/W.
9. SITE SHALL MEET ALL RELATED HC ACCESSIBILITY
CODE REQUIREMENTS.
1O.ALL UNITS SERVED BY CENTRAL WATER SUPPLY
AND CENTRAL SANITARY SEWER SYSTEM.
11. THERE ARE No BLUELINE STREAMS OR WETLANDS
LOCATED WITHIN THIS DEVELOPMENT.
12. THERE WILL NOT BE ANY HOMEOWNERS
ASSOCIATION. ALL UNITS WILL BE OPERATED AND
MAINTAINED BY THE OWNER/DEVELOPER.
13. ALL ELECTRIC LINES SHALL BE BURIED
UNDERGROUND.
,BUILDING SETBACKS:
FRONT: 30'
SIDE: 10'
REAR: 15'
A
8/21/06
ISSUE FOR PERMITTING
BWW
RNA
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■Engineering ■Architectum • Surveying ■Technology
Box 7305, 324 5. Evans St.. GreenAle, NC 27W 252-7%-3746, 252-WO-Mm (Fax)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven County, NC
DRAWING TITLE
Site Plan
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No
SLJ
7/24/06
1 of 10
CHECKED
DRAWING NO.
APPROVED
PROJECT NO.
20050222
.
0

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CONSTRUCTION SEQUENCE:
1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR
DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE
AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION.
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
INCLUDING TWO GRAVEL ENTRANCES.
3. CLEAR LAND ONLY AS NECESSARY TO INSTALL TEMPORARY
EROSION AND SEDIMENT CONTROL DEVICES. AS
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS
DIRECTED BY THE ENGINEER.
4. CONSTRUCT WET DETENTION/SEDIMENT BASIN.
5, INSTALL SEDIMENT FENCE.
6. STRIP TOPSOIL AND STOCKPILE ON AUXILIARY PARKING LOT
AND OPEN SPACE BETWEEN BUILDING CLUSTERS FOR LATER
USE.
7. BEGIN GRADING ROADWAYS, PARKING LOTS, AND BUILDING
PADS.
8. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION.
9. GRADE DRAINAGE SWALES & DITCHES. INSTALL ROCK/SILT
CHECK DAMS, AND TEMPORARY SEEDING.
10. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE
CONSTRUCTION PROJECT.
i
-fr..
10 1 9
11. INSTALL WATER MAINS AND SANITARY SEWER MAINS.
12. BEGIN CONSTRUCTION OF ROADWAYS AND PARKING LOTS,
INCLUDING THE PLACEMENT OF AGGREGATE BASE COURSE.
13. CONSTRUCT BUILDINGS.
14. COMPLETE CONSTRUCTION OF ROADWAYS, INCLUDING PLACEMENT
OF ASPHALT.
15. INSTALL LANDSCAPING AND MULCH AND SEED ALL
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL,
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
16. UPON SITE STABILIZATION AND INSTALLATION OF ALL
PERMANENT EROSION CONTROL DEVICES, REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES.
17. CLEAN SEDIMENT BASIN, AND CONVERT TO WET DETENTION BASIN.
SITE IBM
I 8 7
IIAINTENANC-ERLAN;
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND SEPARATION FOLLOWING EVERY
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE, THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER.
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL
WORK IS COMPLETE. AREAS SHALL BE RE -SEEDED AND
AND MATTING SHALL BE REPLACED AS NEEDED.
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILDUP,
THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD.
5, ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS
NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
6 SEDIMENT BASIN SHALL BE MONITORED AND SEDIMENT REMOVED
WHEN THE DEPTH OF THE POND IS LESS THAN 3 FT. THE
ACCUMULATED SEDIMENT SHALL ALSO BE REMOVED AND THE
POND SHAPED TO THE PROPER CONTOURS AFTER STABILIZATION.
OF SITE IS COMPLETE FOR THE STRUCTURE TO BE CONVERTED
TO A WET DETENTION POND.
6 1 5 1 4
VEGETATIVE -PLAN-
VEGATATIVE COVER SHALL BE IN ACCORDANCE
WITH THE SEEDING SCHEDULE AND THE
FOLLOWING SPECIFICATION SECTIONS:
SECTION 02110 SITE CLEARING
VARIES VARIES
SECTION 02120 EROSION & POLLUTION CONTROL
SECTION 02228 CLEAN-UP & SEEDING
P_E WANENT SEEDING
DATE
JAN 1-MAR 31 COMMON BERMUDA GRASS
20 LBS/ACRE
(UNHULLED)
.• 1
APR 1-JUL 31 COMMON BERMUDA GRASS
15 LBS/ACRE
(HULLED)
AUG 1-DEC 31 TALL FESCUE
60 LBS/ACRE
3 1 2
VARIES 20' PAVEMENT VARIES
COMMON BERMUDA GRASS
20 LBS/ACRE COMPACTED SUBGRADE
(HULLED)
YEAR
ROUND
AGRICULTURAL LIMEESTONE
2 TONS/ACRE
YEAR
ROUND
FERTILIZER 10-10-10 ANALYSIS
1000 LBS/ACRE ri`\ T)
YEAR
ROUND
MULCH
2 TONS (APPROX. 80 BALES) CZ N.T.
SMALL GRAIN STRAW/ACRE
YEAR
ROUND
ANCHOR
TACK IMTH LIQUID ASPHALT 0400 GAL/ACRE
OR EMULSIFIED ASPHALT 0400 GAL/ACRE
TEMPQRARY
SEEDING
DATE
APR
15-AUG 14
GERMAN MILLET
50 LBS/ACRE
AUG
15-APR 14
RYE (GRAIN)
50 LBS/ACRE
YEAR
ROUND
FERTILIZER 10-10-10 ANALYSIS
400 LBS/ACRE
kf fl.CC
SILT t LIMITS OF 20' DRAINAGE
FENCE NCE ;
«. .
DISTURBA
>.
777-77
EASEMENT
MIN. 2' 1-2
ASPHALT
is
PER FT.
MIN. 8" AGGREGATE BASE COURSE
(PER N.C.D.O.T. STANDARDS)
VARIES , VARIES
3 Olt.
�k
SILT t LIMITS OF 20' DRAINAGE
FENCE NCE ;
«. .
DISTURBA
>.
777-77
EASEMENT
MIN. 2' 1-2
ASPHALT
is
PER FT.
MIN. 8" AGGREGATE BASE COURSE
(PER N.C.D.O.T. STANDARDS)
VARIES , VARIES
3 Olt.
�k
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.S
NAIL SET IN POWER POLE
1929 ELEVATION"29.21 £`
NGVD # k
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iT .. (. U Li SOIL
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, f. �,.. �, " .. .. .. ,. •..... ._ ....:: � .. �.:,:::; ...... ... .... .. .. STOCKPIL > x L 31.D0 U IT•:'...; :U IT.
[ FFE
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FFE 30.00
FFESTOCKPI
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30.25 FIFE
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T i 2 T 3 UNIT
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50' TEMPORARY } O zC O
4 E 5
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CONSTRUCTION ENTRANCE
F 15"
27.75 �� ` E, ST'GN '�.. RCP 15" 18" � ,., .: �� FE �a
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OGKPILE ✓I
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FENCE " 00
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f I x x_ ::. x
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FENCE V 23.75
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20' DRAINAGM IN
EASEMENT 24" -
:LIMITS OF7
CPP \
DISTURBANCE
20' DRAINAGE » k „ .
kr;A- X
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# ?;> EASEMENT
,
.....
...........
0
EX. DITCH TO
I i BE RE -GRADED
o� _........... PER INVERTS
m _...... CONSTRUCTION
TRU C TEMPORARY
I NS TI
ENTRANCE
'� i t:rl N, $ `� \.f` � i � ? � � f i ref ` r k • •F: < },�
"
k ROCK SILT
CHECK DAM
EXISTING
`s
:a INV. 20,56
{ JOHNSON POINT RD - NCSR 1117
(60' PUBLIC R/W)
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�NGINE
SITE LEGEND
CONTOUR
:.: SPOT ELEVATION
25 PROPOSED CONTOUR
X SILT FENCE
LIMITS OF DISTURBANCE
EXISTING STORM DRAINAGE PIPE
-4 FLARED END SECTION
NEW STORM DRAINAGE PIPE
RCP REINFORCED CONCRETE PIPE
FES FLARED END SECTION
FFE FINSHED FLOOR ELEVATION
FE FINISHED ELEVATION
EP EDGE OF PAVEMENT
TSW TOP OF SIDEWALK
1NV INVERT
GRADING NOTES:-
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE
OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
IS RECOMMENDED THAT ALL BUILDING, PARKING AND
DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
PLACEMENT.
3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS WITHIN 21 CALENDER DAYS OF COMPLETION
OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT
SEEDING AS OUTLINED IN THE SPECIFICATIONS. ALL
DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL
CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE
ACCUMULATED.
5. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND
LEFT READY FOR SEEDING AND PLANTING.
6. QUICK -SEED MATTING SHALL BE USED ON ALL SLOPES
GREATER THAN 5: 1.
7. LOCATIONS OF EXISTING UTILI TIES AS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL FI
ELD IELD VERIFY
LOCATIONS AND COORDINATE CONNECTION WITH PROPER
AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ANY
N.
EXCAVATION IS BEGUN.
8. ALL PERMITS AND FEES REQUIRED Q ED FOR CONSTRUCTION
OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
9. NCDOT DRIVEWAY PERMIT IS REQUIRED.
10. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE
APPROVED PRIOR TO CONSTRUCTION.
1. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
2. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON
EXISTING STORM DRAINAGE PRIOR TO CONSTRUCTION.
13. ELEVATIONS SHOWN ARE BASED ON NGVD 1929 AND ARE
RELATIVE TO MEAN SEA LEVEL.
AA
8/21/06
ISSUE FOR PERMITTING
BWW
REV.
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■Engineering ■Architecture■ Surveying ■Technology
Box 7305, 324 S. Evam St, treenvi s, K 27834 252-758-3746, 252-530-3954 (Fox)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven County, NC
DRAWING TITLE
General Grading, Drainage,
Erosion & Sedimentation
Control Plan
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
7/24/06
2 of 10
CHECKED
DRAWING NO.
c2oO
APPROVED
PROJECT NO.
20050222
12
11
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3

12
11
10
7
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5
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3
2
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CLEAN OUT & SHAPE
200 LF OF DITCH (0.10%)
RCP W/ FESEP EP FE EP EP EP EP
T
nl�S I �` N 29.00 28.82 29.00 28. B2 9.00 28.65 28.47
�.
X
5'
m ...:.
F.
M, INV.
INV v�,:,::�.
-. [Nv
_,.. 685 28.77 ............. .
2
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t..t............
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29.30
21
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W..... ,
m... _, ...... .. ___...r_.._.. ...........
-„0.67X..._.....................X
FE:' FE................... _ r... Rs:::...........,.: . 29 61._,...._ .....w,........
30.10 " 29.85
_ ___ _.:............... LL.... .
FE
-
i;
42 =•; 28.80 INV
LIMITS OF
DISTURBANCE SILT FENCE
428.47
P W/ FES 32 LF 18 "
RCP W/ FES
P EP v EP EP FE EP
28.65 28.37 28.19 28.37 28.37INV.
j� ]' r i V`
.. ", - ._.......... _.._ _.INV. zk✓ _ INV._ fTE ,�� P
EMT.26.32 ` 25.95 2l�:fi5
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.12, 28 LF '48'
FE ..... M.m. _._ _,......,__.---------------------_.................................... _X-FE n` ..__,..: FE_ M::,,......:.:: ...... FE.r 0.2%
X a.2x '-"-�
RCP.:.W.... FES..........
_
29.37 , •; .: 2$.91 -,>'� � 28.83' , , 2.8..70' -
16 LF 24'/RtP W/'-
FES--FE FE
INV. INV. 28.6$ INV. , w._ .__ ....... ; >:'s :::.......... : INV.`�. ' '� 28.53 28 27
... .....29 30... ..._ .._... IN.Y. INV - _.....25.56
_.,.. _ a ,.. _.. ..
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1N _... ,,.. _....._'.2 .09 ��, .'
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815 EP
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EP FE EP EP 28.37 26.19 28.37 28.19 28.37 Y 7 28
1
...............__F' �' FE EP EP 'a W/ FES EP 8: 4 X /
2g a0 28:82 29.00 28.B2 29.00 28.50 28.32 28.50 28.32 28.50
FE INV.
a LF 32 LF 1$' 28.70 28.38 28.70 25.45
32 LF 15' 32 15w -� RCP W/ FES UNIT RCP W/ FES p UNIT. I .T . 32 LF 18" �g
j RCP W/ FES U'N I T . UNIT . Q El
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No. CID0
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FE 29.00 FE 29.00 O N N N
FFE-30 25 ; FFE-30.00 FFE-30.00 .'• X X
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119
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0 FFE=30.25 - N X FE 29.13 FE 29.13 X �;.,;,,w.
r X FE 29.63 FE 29.3 X a r.,..:., T� • 29.50 29.50.
a
0 TSW 29,P -TSW 2 .63 p TSW 29.60 --TSW 29.60
'f 5W' 30,13. TSW 3a.13
TSW 30.23 ...,, . , , " ....:. TSW 30.23 TSW 29J3 TSW 29,73 o p' FFE 30 QO FFE 30.00 FFE 30A0 EP E
FE,'.' '
29.00 3en 29.5,0. 29.50 22
EP 29 5 E
UNIT U 1T. U. 1T
U IT tJ lT 'UNIT,
h
N .N N.IY
:.� N N [SILT FENCE
N
•
26
It
f X X FFE=�J.25 X =30.25 FFE=30.25
FFEa30.50 F�E=30.50 X FFE-30.5f� K,y�. „ Or B.L.
.... .:.. _..._ .. ....,.. _ .... ., _.
x
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28
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s
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i
DITCH
I LIMITS OF INV. 25.41
DITCH
INV. 25.84 ;` DISTURBANCE : CLEAN OUT & SHAPE j D
430 LF OF DITCH {0.10
C,
B
30 15 0 30' A
GRAPHIC SCALE: 1" = 30'
THIS ORAVONG IS THE PROPERTT THE EAST GROUP, P.A. ANY USE, REUSE. REPRODUCTION. MAY OR SALE OF THIS DRAHIMNO wmmT mTTiN CONSEN OF THE EAST CROUP, P.A. IS STRICTLY PRmiur D. O T, THE EAST 011OUP, P.A. 2008
12 1i 10 9 8 7 6 5 4 3 2 1
SEAL
SEAL
CAROB
_. o oFEss' • ys''
z
., S
GIN 4E 1,,,;
zi�FM L.
��rrrrll 1t1��
d8 Z� mp
SITE LEGEND
CONTOUR
SPOT ELEVATION
25 PROPOSED CONTOUR
EXISTING STORM DRAINAGE PIPE
-q FLARED END SECTION
NEW STORM DRAINAGE PIPE
RCP REINFORCED CONCRETE PIPE
FES FLARED END SECTION
FFE FINSHED FLOOR ELEVATION
FE FINISHED ELEVATION
EP EDGE OF PAVEMENT
TSW TOP OF SIDEWALK
INV INVERT
GRADING NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE
OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
IS RECOMMENDED THAT ALL BUILDING, PARKING AND
DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
PLACEMENT.
3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698),
4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS WITHIN 21 CALENDER DAYS OF COMPLETION
OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT
SEEDING AS OUTLINED IN THE SPECIFICATIONS. ALL
DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL
CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE
ACCUMULATED.
5. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
AND RAKED DOWN REMOVING ALL CLODS AND ROOTS AND
LEFT READY FOR SEEDING AND PLANTING.
6. QUICK --SEED MATTING SHALL BE USED ON ALL SLOPES
GREATER
TE THAN 5:1.
7. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
LOCATIONS
O AND COORDINATE CONNECTION WITH PROPER
AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ANY
EXCAVATION IS BEGUN,
8. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION
OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
9. NCDOT DRIVEWAY PERMIT 1S REQUIRED.
10. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE
APPROVED PRIOR TO CONSTRUCTION.
11. A STORMWATER MANAGEMENT PLAN IS REQUIRED,
12. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON
EXISTING STORM DRAINAGE PRIOR TO CONSTRUCTION.
13. ELEVATIONS SHOWN ARE BASED ON NGVD 1929 AND ARE
RELATIVE TO MEAN SEA LEVEL.
A
8/21/06
ISSUE FOR PERMITTING
BWW
REV.
N0.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
-Engineering ■Architecture■ Surveying ■Tech7wdogy
Box 7305, 324 5. Evan SL. 4YeenvlUe. NC 2704 252-758-3746, 252-83(f -3954 (Fax)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven County, NC
DRAWING T1%E
Enlarged Grading Plan
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
7/24/06
3 of 10
CHECKED
DRAWING NO.
C2ml
APPROVED
PROJECT NO.
20050222
7

12
11
10 1 9 1 8 1 7
!' ' I ! '- � `� ,i � ' �� _ �� t .5� � _. � .. r r i_ . - _- . • r. - � 1 - -� s - +'` Ff `,-''..fL s�,�i_ I i .
6 1 5
4 1 3
2
I&
L
K
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re;
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F
E
0
A
X,
A
INV.
f;
RCP....,.W/:: FES.-n.....
16 LF 24"
RCP W/ FES
f-
o
FFE=30.25 FFE=30.25
TSW
29.75 TSW '2 .6
FE
- FFE=30.00 X 29.15
d
30 15 0 30'
GRAPHIC SCALE: 1 " 30'
EX. DITCH
IN�l..'25.32
A
m Y..
L
K
J
19
G
F
E
N
A
SEAL SEAL ��H ICARO//
..
OFESS�O /y'9���
SE r•
- 1
%'9�'•'Y�INE� •� �.��
Lf
24�
SOL LEGEND
.... ... ... . CONTOUR
.., ... SPOT ELEVATION
25 PROPOSED CONTOUR
H EXISTING STORM DRAINAGE PIPE
-♦ FLARED END SECTION
NEW STORM DRAINAGE PIPE
RCP REINFORCED CONCRETE PIPE
FES FLARED END SECTION
FFE FINSHED FLOOR ELEVATION
FE FINISHED ELEVATION
EP EDGE OF PAVEMENT
TSW TOP OF SIDEWALK
INV INVERT
GRADING NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE
OR UNSUITABLE SOIL COND11IONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
IS RECOMMENDED THAT ALL BUILDING, PARKING AND
DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
PLACEMENT.
3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS WITHIN 21 CALENDER DAYS OF COMPLETION
OF GRADING WORK. UPON COMPLETION OF THE PROJECT,
THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT
SEEDING AS OUTLINED IN THE SPECIFICATIONS. ALL
DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL
CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE
ACCUMULATED.
5. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND
LEFT READY FOR SEEDING AND PLANTING.
6. QUICK -SEED MATTING SHALL BE USED ON ALL SLOPES
GREATER THAN 5:1.
7. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
LOCATIONS AND COORDINATE CONNECTION WITH PROPER
AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ANY
EXCAVATION IS BEGUN.
8. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION
OF IMPROVEMENTS ARE. THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
9. NCDOT DRIVEWAY PERMIT IS REQUIRED.
10. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE
APPROVED PRIOR TO CONSTRUCTION.
11. A STORMWATER MANAGEMENT PLAN IS REQUIRED.
12. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON
EXISTING STORM DRAINAGE PRIOR TO CONSTRUCTION.
13. ELEVATIONS SHOWN ARE BASED ON NGVO 1929 AND ARE
RELATIVE TO MEAN SEA LEVEL.
QA
8/21/06
ISSUE FOR PERMITTING
BWW
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
•Engineering ■Architecture■ Surveying ■Technology
Box 7305, 324 S. Evans St., GreenvIle, NC 27834 252-758-3746. 252-830-3954 (Fax)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven County, NC
DRAWNG TITLE
Enlarged Grading Plan
SCALE DEPARTMENT
AS NOTED CIVIL
DRAWN BY DATE STARTED SHEET No.
SLJ 7/24/06 4 of 10
CHECKED DRAWING NO.
APPROVED
PROJECT NO. C222
20050222
6
12
11
10 1 9 1 8 1 7
6 1 5
4 1 3
+ r .fir f't-1 I',, i r �j i �r ri•i. ��. �.'-��R �'� �I{+��.��'.•1..'.p,r X
�I ° t
2
P.A. 21
1

7
6 5 4
3
2
M
L
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J
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F
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C
M
n
A
12" MIN.
SERVICE WYE DETAIL
SCALE: N.T.S.
€ E
I t
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E �
,
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.elf
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EX. BOOSTER
u
PUMP STATION
EX
F.H.
12
CO. TYP.
2" PVC WATER MAIN
TYP. 4" PVC
SEWER SERVICE,
WATER METER,
TYP.
TYP. 3/4" PVC
WATER SERVICE,
TYP.
UNIT
N0.
U I T J. T
N0. N0-..
w CO, TYP.
10
v 2" PVC WATER MAIN
TYP. 4" PVC
SEWER
SERVICE.
TYP.
TYP. 3/4" PVC
WATER SERVICE,
TYP.
UNIT.
N-06­
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j
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a
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CO. TYP
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6"x2" TEE
METER,"
��
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1" B.O.ATER
,O.�
TYP.
_.........r....................... »»»:.:.,....:...!:� `,
...................
"F
r ASSEMBLY
ASSEMBLY
., .....-.
k
Sk E,
.r�
f m SCALE
2
k
x
..�^. %
JOHNSON POINT RD — NCSR 1117
(60' PUBLIC R/W)��
60 30 0 60'
GRAPHIC SCALE: 1" = 60'
THIS OWNING IS THE PROPERTY THE EAST GROUP, P.A. ANY UM REUSE REPRODUCTION, ISPLAY OR SALE OF THIS ORAWINC WITHOUT WRITTEN CONS01 OF T
11 10 9 8 7 6 5 4 3
P.A. IS 5
2
............... ......,,,.,..... ...
1
M
L
K
J
1
G
F
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0
C
0
A
SEAL
SEALICt
//
,4�
OFESsR��i�%�
s
re NE ,�
I
SITE LEGEND
CONTOUR
SPOT ELEVATION
SANITARY SEWER MANHOLE
• Co CLEAN -OUT
* FIRE HYDRANT
►s WATER VALVE
' PP POWER POLE
- i FLARED END SECTION
STORM DRAINAGE PIPE
WATER MAIN
............ ELECTRIC
X SILT FENCE
FM FORCE MAIN
SANITARY SEWER LINE
U11LITY NOTES:
1. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL
BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE
AND LOCAL CODES.
2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
LOCATIONS AND COORDINATE CONNECTIONS WITH PROPER
AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ANY
EXCAVATION IS BEGUN. (ULOCO 1-800-632-4949)
3. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION
OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
4. G.C. SHALL VERIFY INVERTS ON EXISTING SANITARY SEWER
AND STORM DRAINAGE PRIOR TO CONSTRUCTION OF NEW
SANITARY SEWER, ROOF DRAINS AND STORM DRAINAGE.
5. CRAVEN COUNTY WATER DEPARTMENT RESPONSIBILITY ON
NEW WATER MAIN ENDS AT METER BOX.
6. CITY OF NEW BERN RESPONSIBILITY ON NEW SANITARY
SEWER ENDS AT C.O.
7. ALL SEWER IMPROVEMENTS SHALL CONFORM TO THE CITY
OF NEW BERN MANUAL OF STANDARD DESIGN AND
DETAILS.
8. CONTRACTOR SHALL NOTIFY UTILITIES ENGINEER 48 HOURS
PRIOR TO THE BEGINNING OF CONSTRUCTION. CONTRACTOR
TO COORDINATE ALL EXISTING UTILITY TIE-INS WITH THE
UTILITY ENGINEER.
9. CONTRACTOR SHALL VERIFY INVERTS ON EXISTING
SANITARY SEWER PRIOR TO CONSTRUCTION OF NEW
SANITARY SEWER.
10. 4 INCH THROUGH 12 INCH WATER MAINS SHALL CONFORM
TO AWWA SPECIFICATIONS C-900-75, CLASS 150.
11. WATER MAINS SHALL BE BURIED TO A DEPTH OF 36
INCHES UNLESS NOTED OTHERWISE.
12. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE
(DEPTH & HORIZONTAL LOCATIONS) FIELD "AS --GUILTS"
FOR ALL INSTALLATIONS AND SUBMIT TO THE ENGINEER.
A
8/21/06
ISSUE FOR PERMITTING
BWW
NO,
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
-Engineering ■Architecture -Surveying ■ Techrwl ogy
Box 7305. 324 S. Ems SL, Greenville. NC 27834 252-758-370. 252-&M-3954 (Fax)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven Count , NC
DRAWING TITLE
Utility Plan
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
7/24/06
5 of 10
CHECKED
DRAWING NO.
C3mO
APPROVED
PROJECT NO.
20050222
Q
.I ''!� J i ! .I i r; �r� i..i'. '�f. Tc �r i_ E '�� � E ,t ii rl '. �. } L•'It/:f r rIr I�, �. +� .'? -
. s• 1 , i i') I _� - ..i . , ' ..'.� . - , 1' �.. .. f - 3 •-. �;. i.i 1 - ,:� 4. 1- r� :i :.:.•1 _ T:' •.:;�� . } -. •..

12
11
10
E
E
7
C�
5
4
3
2
1
m
L
K
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G
F
r
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A
o
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(OLD CHERRY POINT RD. )
Z
co
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00
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12
35 .«... _.... .. ... ..... .. ..........._.. W ... _ ._. ...... ..... ..... ......._._...._. _
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f
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HIGH PQINT I LEV, r�.30.12_
.
:...........» .»_...». ...
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34
.....
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HIGH POINT STA -: 3+61.42
CI....INT... ... ----- ............._............... ... _ .�............... w ..........
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33
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_.,...
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N- . .. :.......
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32
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30
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DATUM EjW
15.00
i
50 25 0 50'
1 "=50'-0"
•-0.209
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
CA VANAUGH LANE
(PRIVATE — 20' PVMT. )
HORIZONTAL SCALE: I" = 50'
VERTICAL SCALE: 1" = 2'
11 10 9 8 7 6
PUMP
STATION
I I,
5
8+00
9+00
4
10+00
3
11+00
2
12+00
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STRUCTURE
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SEAL %��111IIr!//
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f 1 .
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"*GIN
em L. %A
ORZ�i�o�i
SIJE LEGEND
- CONTOUR
".... SPOT ELEVATION
SANITARY SEWER MANHOLE
• 00 CLEAN -OUT
FIRE HYDRANT
N WATER VALVE
PP POWER POLE
♦ FLARED END SECTION
STORM DRAINAGE PIPE
—^--� �-�--� WATER MAIN
ELECTRIC
X SILT FENCE
FM FORCE MAIN
SANITARY SEWER LINE
UTILITY NOTES:
1. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL
BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE
AND LOCAL CODES.
2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
LOCAIIONS AND COORDINATE CONNECTIONS WITH PROPER
AUTHORITIES, CALL "ULOCO" 48 HOURS BEFORE ANY
EXCAVATION IS BEGUN. (ULOCO 1-800-632--4949)
3. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION
OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
4. G.C. SHALL VERIFY INVERTS ON EXISTING SANITARY SEWER
AND STORM DRAINAGE PRIOR TO CONSTRUCTION OF NEW
SANITARY SEWER, ROOF DRAINS AND STORM DRAINAGE.
5. CRAVEN COUNTY WATER DEPARTMENT RESPONSIBILITY ON
NEW WATER MAIN ENDS AT METER BOX.
6. CITY OF NEW BERN RESPONSIBILITY ON NEW SANITARY
SEWER ENDS AT C.O.
7. ALL SEWER IMPROVEMENTS SHALL CONFORM TO THE CITY
OF NEW BERN MANUAL OF STANDARD DESIGN AND
DETAILS.
8. CONTRACTOR SHALL NOTIFY UTILITIES ENGINEER 48 HOURS
PRIOR TO THE BEGINNING OF CONSTRUSTION. CONTRACTOR
TO COORDINATE ALL EXISTING UTILITY TIE-INS WITH THE
UTILITY ENGINEER.
9. CONTRACTOR SHALL VERIFY INVERTS ON EXISTING
SANITARY SEWER PRIOR TO CONSTRUCTION OF NEW
SANITARY SEWER.
10. 4 INCH THROUGH 12 INCH WATER MAINS SHALL CONFORM
TO AWWA SPECIFICATIONS C-900-75, CLASS 150.
11. WATER MAINS SHALL BE BURIED TO A DEPTH OF 36
INCHES UNLESS NOTED OTHERWISE.
12. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE
(DEPTH & HORIZONTAL LOCATIONS) FIELD "AS -GUILTS"
FOR ALL INSTALLATIONS AND SUBMIT TO THE ENGINEER.
A
8/21/06
ISSUE FOR PERMITTING
BWW
REV,
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■ Engineering ■Architecture ■ Surveying ■Technology
Box 73D5, 324 S. Evans 5L, Greenville, NC 27834 252-758-374% 252-830-30+ (Fax)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven County, NC
DRAWING TITLE
Plan & Profile
Cavanaugh Lane
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY DATE STARTED
SHEET No.
Caw 8/10/06
6 of 10
CHECKED
DRAWING NO.
C3ml
APPROVED
PROJECT NO.
20050222
0

SEAL
SEAL
ICA,RQ�/
f
````,
p4�'its Srpyy7'%
SEA � •
1
D$p�f�OrP
SITE LEGEND
CONTOUR
x 30.00 SPOT ELEVATION
SANITARY SEWER MANHOLE
0 CO CLEAN -OUT
FIRE HYDRANT
►+ WATER VALVE
PP POWER POLE
-4 FLARED END SECTION
STORM DRAINAGE PIPE
1 WATER MAIN
:. ELECTRIC
X SILT FENCE
FBI FORCE MAIN
SANITARY SEWER LINE
UTILITY NOTES:
1. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL
BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE
AND LOCAL CODES.
2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
LOCATIONS AND COORDINATE CONNECTIONS WITH PROPER
AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ANY
EXCAVATION IS BEGUN. (ULOCO 1-800-632-4949)
3, ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION
OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
4, G.C. SHALL VERIFY INVERTS ON EXISTING SANITARY SEWER
AND STORM DRAINAGE PRIOR TO CONSTRUCTION OF NEW
SANITARY SEWER, ROOF DRAINS AND STORM DRAINAGE.
5. CRAVEN COUNTY WATER DEPARTMENT RESPONSIBILITY ON
NEW WATER MAIN ENDS AT METER BOX.
6. CITY OF NEW BERN RESPONSIBILITY ON NEW SANITARY
SEWER ENDS AT C.O.
7. ALL SEWER IMPROVEMENTS SHALL CONFORM TO THE CITY
OF NEW BERN MANUAL OF STANDARD DESIGN AND
DETAILS.
8, CONTRACTOR SHALL NOTIFY UTILITIES ENGINEER 48 HOURS
PRIOR TO THE BEGINNING OF CONSTRUSTION. CONTRACTOR
TO COORDINATE ALL EXISTING UTILITY TIE-INS WITH THE
UTILITY ENGINEER.
9. CONTRACTOR SHALL VERIFY INVERTS ON EXISTING
SANITARY SEWER PRIOR TO CONSTRUCTION OF NEW
SANITARY SEWER.
10. 4 INCH THROUGH 12 INCH WATER MAINS SHALL CONFORM
TO AWWA SPECIFICATIONS C-900-75, CLASS 150.
11. WATER MAINS SHALL BE BURIED TO A DEPTH OF 36
INCHES UNLESS NOTED OTHERWISE.
12. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE
(DEPTH & HORIZONTAL LOCATIONS) FIELD "AS-BUILTS"
FOR ALL INSTALLATIONS AND SUBMIT TO THE ENGINEER.
A
8/21/06
ISSUE FOR PERMITTING
BWW
RNO.
DATE
REMSIONS
BY
THE
EAST
GROUP, P.A.
-Engineering ■Architecture• Surveying w TechnOlogy
Box 7305, 324 S. Evans St, Greenville, NC 27&% 252-7W-37M, 252-834-3954 (Fox)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven Count NC
DRAWING TITLE
Plan & Profile
Cavanaugh Lane
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
8/14/06
7 of 10
CHECKED
DRAWING NO,
C3,2
APPROVED
PROJECT NO.
20050222
-T-

12
11
10 1 9
.
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A
CONSTRUCTION ENTRANCE DETAIL
C4.0 N.T.S.
STEEL r POST
MIN. 10 GA. WI
WIDTH VARIES
NOTE:
CONTRACTOR SHALLINSTALL
EROSION CONTROL MATTING ON
ALL DITCH SLOPES 11 OR
GREATER AND ALL DRY POND FINISH GRADE
--•III- 3� Sja� SLOPES. \off >
S S
, r
I-
2' BOTTOM
DITCH SECTION
WIDTH VARIES
CL
FINISH GRADE
S�oE SCOpE I 5,� 51pE S�Op1r I f I I l III
NOTE:
SLOPES 4.1 OR LESS SHALL BE
SEEDED ACCORDING THE
SPECIFICATION AS DETERMINED
BY TIME OF YEAR..
SWALE SECTION
6 TYPICAL DITCH/SWALE SECTIONS
C4.0 N.T.S.
EL
29.0 IV
I- J,rr
24' RCP
INV.
25.25
EL =
29.0
AQUATIC
BENCH
6'-C' MAX.
NOTE.
17 SEE SHEET C2. ENGINEER
MAY REQUIRE ADDITIONAL
SILTFENCE AS DICTATED BY
SITE CONDITIONS DURING
CONSTRUCTION.
FRONT 'VIEW
STEEL "r POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
. FILTER FABRIC \ .
0 0 157 wA5HID3 � , FILL SLOPE
;n i.1 STONE `
a 1
I a 1 GROUND LINE
TO ANCHOR BOTTOM
SIDE VIEW 6" OUT DOWN do
2 SILT FENCE DETAIL
C4. N.T.S.
BOTTOM EL 22.00
2' BITUMINOUS
CONCRETE (ASPHALT)
(MIN.)
i
°D s�a������aa
QD^�^4p h 8" COMPACTED ABC (MIN.)
Q Q
b.
UNDISTURBED OR
COMPACTED SUBGRADE
3 TYPICAL NEW PAVEMENT SECTION
c4 o N.T.S.
Ilan TOP OF WEIR
MIN PLACE RIPRAP UP
SIDES OF DITCH
x
FILTER 41
FABRIC
DITCH SLOPE
ELEVATION
TOP OF BANK BEYOND � � TOPOFWEIR
2 2
FLOW 1 1 d50 STONE SIZE OF r,
MAXIMUM SIZE OF 12n
FILTER
FABRIC
SE0110N
7 ROCK CHECK DAM
C4.O N.T.S.
50t MAX. SPACING BETWEEN
1/2"x 4' EXPANSION JOINTS 5 MIN
8' MAX
4' THK.,4000 PSI CONC WALK
WIDTH AS
PER PLAN
CONTRACTION JOINT (SAW CUT
I`\--1/2"x4* FIBER EXPANSION JOINT OR EQUAL !�1/3 DEPTH)
MATERIAL REQUIRED WHEN WALK
ABUTS RIGID STRUCTURES
rT SIDEWALK DETAIL
C4 0 N.T.S.
THE CONTRACTOR SHALL NOTIFY ENGINEER FOR INSPECTION
OF ALL SUCH CROSSINGS PRIOR TO BACKFILLING. FAILURE
TO DO SO WILL RESULT IN CONTRACTOR HAVING TO UNCOVER
WATERLINE FOR CROSSING INSPECTION. 24 HOUR ADVANCE
NOTICE IS REQUIRED FOR ALL INSPECTIONS. -
ONE JOINT OF D.I.P. ONE JOINT OF D.I.P.
RETAINER GL41DS (TYP.) RETAINER GLANDS (TYP.)
M.J. 45- BEND (D.I.P.) M.J. 45- BEND (D.I.P.)-"
STORM DRAIN
D.I.P.
RETAINER GLANDS (TYP.) N �"'�-�-- RETAINER GLANDS (TYP.)
M.J. 45' BEND (D.I.P.) :'V ;, •:. • ty.'. M.J. 45• BEND (D.I.P.)
Z
CONCRETE BLOCKING r / CONCRETE BLOCKING
MINIMUM 20 LF (10 EACH SIDE)
NOTE: OF DUCTILE IRON PIPE UNDER
RCP CULVERT CROSSING, ALL
PLACE CONC. BLOCKING SUCH THAT IT WILL MECHANICAL JOINTS TO BE RESTRAINED
NOT INTERFERE WITH REMOVAL OF BOLTS.
r8"�N STORM/WATER CROSSING
�-o N.T.S.
GRASS SPECIES AS INDICATED IN
SPECIFICATIONS SHALL BE PROVIDED AROUND
ENTIRE PERIMETER OF POND ON AQUATIC EL = 29.0
BENCH BETWEEN ELEVATIONS 29.00 AND 24.00.
WEEPING LOVE GRASS SHALL NOT BE USED.
WETLAND SPECIES AS INDICATED IN
SPECIFICATIONS SHALL BE PROVIDED AROUND
ENTIRE PERIMETER OF POND ON AQUATIC
BENCH BETWEEN ELEVATIONS 24.00 AND 21.00.
EL 25.25
TEMP. POOL EL 24.00 sz
PERM. POOL , AQUATIC
BOTTOM EL 20.00 BENCH (� EL = 22.0
iI-I I I -I 1 I -I !
SECTION=1
FILTER
SCREEN
EL 25.25 TOP EL. = 28.0
SZ
5' TEMP. POOL EL 24.00
EL = 23.501 ORIFICE INV. ELEV -
BOT. 24.
1 PERM. POOL
BOTTOM EL 20.00
SECTIQN-2
0 DETENTION POND DETAIL
C4. o N.T.S.
2e CPP
4xD
E
P UP BANK ON
1IMUM OF 4 FEET.
IE
OF BANK
r5*"4\FLAIRED END SECT./RIP RAP
Cq, O N.T.S.
FINISHED SUBGRADE
\; SLOPE SIDES AS
NECESSARY FOR
C. 8 / CONSTRUCTION
�oa
o i
� 15 \`
I UNDISTURBED SOIL
>K �0e4 Ix
IN
PIPE GRADE
g r"1 4 Q
•-'. � �. 6' MIN.
O.D. OF
12' PIPE 12' MAXIMUM SIDE
CLEARANCE
r9***N STORM DRAIN TRENCH DETAIL
c4.o N.T.S.
3'
3'x3' PRECAST W
CONC. BASIN W/
KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR (GALV. PLAN
209 OR ASPHALT COATED)
29.
TACKWELDED AT 6" O.C.
OFCBA5Y LAID IN TOP ATTACH SCREEN
24' PIPE
W/ GALV. LAG
& WEDGE ANCHORS
2' x 0.5:
OPENING
1 "
1/2" OPENING GALV.
I
'
OR ALUMINUM EXPANDED
METAL SCREEN
2 AV I.D. INLET-`
PIPE GROUT IN PLACE
INV. = 24.00
SECTION CRUSHED STONE
ELEVATION
DETENTION POND OUTLET STRUCTURE
4 01 N.T.S.
TOP = 28.0
OUTLET = 25.25
L
K
J
H
L
F
E
C
B
BOTTOM/INLET
24.00
A
SEAL
SEAL ``\A�N CARp���/�
` SEA
3
A8/21/06
ISSUE FOR PERMITTING
BWW
REV.
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■Engineering •Architecture ■ Surveying ■ Technology
Box 7305, 324 S. Evans SL, Greenvft NC 27834 252-758-3745, 252-830-3954 (Fax)
PROJECT TITLE
JOHNSON POINT
COMMONS
Township No. 7 Craven County, NC
DRAWING TITLE
Grading, Drainage, Erosion
& Sedimentation Control
and Pavement Details
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
SLJ
DATE STARTED
7/24/06
SHEET No.
8 of 10
CHECKED
DRAWING NO.
C4nO
APPROVED
PROJECT NO.
20050222
12
11
10
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