SW7100907_APPROVED PLANS_20101007

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE
❑
CURRENT PERMIT
APPROVED PLANS
❑
HISTORICAL FILE
❑
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD ,

SITE IMPROVfMfAIT5
for
CARDIAC, THORACIC*
VASCULAR ASSOCIATES, PL L C
TOWNSHIP # 8 - NEW BERN biORMWA
APPROVED A.
CRAVEN COUNTY, N O RT h CAISO L I N A N ,RTH ,G IN1 _NVIR ENTAi
MANAGEMEt IT r;OMMISNl', !
DIMVi�Si�OF3 tCr_ !-f; gr�T "Us LI; Y
D�'�I�D� '7 2ull
VICINITY MAP
/ ": / 000'
SCHEDULE OF DRAWINGS
SHEET
NAME
I
COVER
2
EXISTING SITE
3
SITE PLAN
4
5TORMWATER AND EC PLAN
5
LANDSCAPING AND GRADING PLAN
G
5TORMWATER DETAILS
7-8
ROADWAY, UTILITY, # EC DETAILS
EXPRESS
HP 2 2 2010
(4C DENR ;
PROJECT REVISIONS
NO. DE5CRIPTION I SY DATE
CITY OF NEW BERN DEPT REVIEW I JGT
COPYRIGHT © 2010 BY THOMA5 ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NORANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND PETPIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
C'WNER/DEVELOPER
CT VAEC PROPERTIES, LLC
21 1 1 NEU5E BLVD. SUITE H
NEW BERN, NORTH CAROLINA 265GO
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
LAND SURVEYOR
BRAD L. SUITT * ASSOC., PA
207 TICINO COURT
NEW BERN. NORTH CAROLINA 285G I
FINAL DRAWINGS
Released for permits only,
not released for construction.
COVER
SITE IMPROVEMENTS
EWMAN ROAD for
CARDIAC, THORACIC
BLVF VASCULAR ASSOCIATES, PLLC
TOWNSHIP #8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN I DATE: 8.25. 1 0
PROJECT #: 2010-01 9 1 SHEET: 01 of 08

I Exl Iting Sewer Manhole
Rim: 24.52'
p Ili Invert: 18.27'
ul IN
NI In
III IN
III IN
F NI III
III III
l ul IN
NI IN
III III
F III III
I III IN I
NI III
ul III
III IN
� 'II III
NI III
III III
PHASE III
PARCEL 26
ZONED C-3
NOW OR FORMERLY
CALVIN G. WELLON5, INC.
PORTION DEED BOOK 1 3G8, PAGE 605
3 10.87'
VI n .ice VI i �• _�'�''�' ���
5 0,mlry
� N I III " `," ` -"`— ��" `" `' •{ "
III � IN
5tormwater
Proposed Building J 1 % Wet. Det. Basin
"U '" - // °°°°° 4,048sf+/- O
li I Q (PP = 2,379 5f)
uI J Ili f f-0 F.F.E. = 2G.5' r
_ _ u
NI III _ I•
F IIII \�
N I � I N � i .I •
I � IIII � III � �'�•
II Z N P
II
F ei i O O I
Existing Water J Sewer I O V . Fore
Services as located by I 4`/. L
the City of New Bern
III 4,
I I -Enclosed Dumpster Site
1 0 x 15 6 Concrete Pad
r - ,
5`B & E T
Ex. Hydrant 538 04'02"W 304 76` R
NI N40"2 "If= "Phan BO% T ondu:t (Elec) "r El
- • "
I N O c Transformer Pad (by Contractor)
q l `4 N — — -(70"' x 82" x 10" thick)
o' z 29, Fiber Optic Pedestal -
--__ -----
d" Elec. Pedestals_=_=_
Aerial Light___------- --
Existing Overhead
PHASE III
PARCEL 2D
I I ZONED C-3
NOW OR FORMERLY
EASTERN NEPHROLOGY REALTY COMPANY
DEED BOOK 1924, PAGE 1 034
p ll I I �-
h V I I
I N I I I i45
I ^Ill'.,I iid
IuI I, 4
I '
INI IN I Ih
GENERAL NOTES
I . BOUNDARY INFORMATION 15 AS PROVIDED ON THE "BOUNDARY
TOPOGRAPHIC SURVEY FOR CARDIAC THORACIC * VASCULAR
ASSOCIATES OF EASTERN CAROLINA, PLLC% DATED APRIL 8, 2010,
PREPARED BY BRAD L. SUITT, PI AND WHICH REFERENCES PLAT
CABINET G, SLIDE 145-A OF THE CRAVEN COUNTY REGISTER OF
DEEDS. PROJECT PARCEL 15 PARCEL 2C ON THE REFERENCED PLAT.
2. DEED REFERENCE: DEED BOOK 2398, PAGE 182.
3. MINIMUM FRONT SETBACK IS 25 FEET.
4. MINIMUM SIDE SETBACK 15 10 FEET.
5. MINIMUM REAR SETBACK 15 10 FEET.
G. CURRENT ZONING 15 C-3.
7. SITE ADDRESS 9GO NEWMAN ROAD, NEW BERN, INC 285G2.
8. ELEVATIONS ARE BASED ON ASSUMED ELEVATIONS WITH TEMPORARY
BENCHMARKS AS SHOWN.
9. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
COMMUNITY 37205570001 EFFECTIVE DATE: JULY 2, 2004,THIS
REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
10. CONTOUR INTERVALS SHOWN ARE AT ONE HALF FOOT.
I I . TOTAL 51TE AREA IS 4G, 173 5F (I .OG AC)
12. TOTAL IMPERVIOUS AREA 15 1 9,9G7 5F (0.4G AC)
13. TOTAL PERCENT OF IMPERVIOUS COVER 15 43.2%.
14. TOTAL PROJECT GREEN SPACE (PLANTED AREA) 15 5G.8%.
I5.PROJECT IS HIGH DENSITY.
IG
17.= DICAP PARKING SPACES = 2.
18. PROPOSED WATER AND SEWER SERVICE BY THE CITY OF NEW BERN.
19.Aij A ONIS ARE AS SHOWN.
20
2 1 . REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN.
22. CURB TO BE INSTALLED AS "SPILL" WHERE INVERTED CROWN
SECTIONS ARE UTILIZED. SEE GRADING PLAN FOR DETAILS.
\ TO BE CLEARt
CONSTRUCTION
Chain
I�Existing Roadside Ditch
GKAf'HIC SCALE
30 15 0 30
LEGEND
SYMBOL
I DESCRIPTION
PG.
DET.
Property Lines/Right of Way Lines
-
O
Existing Property Corners
-
Property Minimum Building Lines
-
717171-
Proposed Building
-
Proposed Grassed Areas
-
0 V V 0
Proposed Mulched Areas
-
-d*—
Drainage Arrows
-
P-# AD-#
Pipe / Area Drain Call Out
-
ODrainage
Area Label
-
00
Pipe Outlet Protection
-
101I
Proposed Storm Drain
-
0
Existing Water Service
-
0—
Existing Sewer Service
-
O— P —
Existing Utilities
-
W
Existing Fire Hydrant/Water Main
-
5E)— 5 —
Existing Sewer Manhole/Main
-
Llmits of Disturbance
-
-
Temporary Construction Entrance
-
-
Block and Gravel Inlet Protection
-
-
Proposed Grade Points
o a
Temporary Silt Fence
0 o
Fence
PROJECT REVISIONS
NO. 0E5CRlP7/ON BY DATE
l I Cl1Y OF NEW DflW DEPL RI`1i I J6T 1 9.9. lO
OWNER/DEVELOPER
CTVAEC PROPERTIES, LLC
21 1 1 NEI BLVD, SUITE H
NEW BERN, NORTH CAKOUNA 265GO
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW BERN, NORTH CAKOLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
BRAD L. SUITT * ASSOC., PA
207 TICINO COURT
NEW BERN. NORTH CAROLINA 285G 1
FINAL DRAWINGS
Released for permits only,
not released for construction.
,lllllllllllltll,
`,lllllllfl(I
CX CAR
o�pOR4'
F = SEAL . Y
- '4 A ^�
?� C-438 ¢''
_ 10147 _
�`!, A''tl
*1t111191SIl l*``1 ,,�
'IllllO,•
SITE PLAN \�
SITE IMPROVEMENTS
for
CARDIAC, THORACIC
VASCULAR ASSOCIATES, PLLC
TOWNSHIP #8/1 BERN/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":30' 1 DATE: 8.25. 1 0
PROJECT #: 201 0-01 9 1 SHEET: 03 of 08

I T
It1ng
Exl Sewer Manhole
Rim: 24.5 2'
l
o;
1 q
Invert: 1 8.27'
F %I
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III
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II,
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III
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PHASE III
PARCEL 213
ZONED C-3
NOW OR FORMERLY
CALVIN G. WELLON5, INC.
PORTION DEED BOOK 13G8, PAGE 805
Elev.
---------------
5:1, b U EASEMENT ---1 ' f 4. I W
���
IO MIN6CUGLINE
(u
O
/ N s
_ t
o � ,
v
ed Building 1 7` Wet. Det. Basin /
sf (PP 2,379 SF) I.
2G.5 j
tf v
I
III IN
£ III /O ns NI
I I� �O � I •� Forebay�l
EX15tincj Water >R Sewer
Services as located by
the City of New Bern 1 u
F If
y AD#I IO MI LINE �. Lt , 3L1 v �; n-,•_ .
EX. Hydrant D k E ENT JT EndoseA Dumpster 51te -
F I DG Phone c R r I O x S x 6 Concrete Pad
Electric Transformer Pad (by Contractor)
ilOne BOX 2s s - - - -(70"' x 82" x 1 0" thick)
u I' Fiber Optic Pedestal` _ _ _ _ -- t
9 r I .r. _ _ _ as _ _ -
- fir-
� ^ ' I n .- Elec. Pedestals =-__-__-= --� - s
Existing Overhead Electric
'...._JfAerial Light III b�
a PHASE III
�,-y' PARCEL 2D
ZONED C-3
NOW OR FORMERLY
EASTERN NEPHROLOGY REALTY COMPANY
DEED BOOK 1924, PAGE 1034
I 1 ., i ir46
ii--��IIJJ"II
j1 1 Y H
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 ARI5E 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 PLANS. INSTALL TEMPORARY SILT FENCING AS
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 15 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.
1 1. AFTER SITE 15 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
1 2.ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH 15 NOT ABLE TO BE GENERATED FROM THE SITE SHALL BE OBTAINED FROM
AN APPROPRIATELY PERMITTED BORROW FACILITY.
MAINTENANCE SCHEDULE
13. 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.
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 SEIMENT FENCE WHEN IT BECOMES ABOUT G INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
6.WIL SEEDED AREAS WILL E 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 OK 90 CALENDAR DAYS
(WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
18.30' VEGETATIVE BUFFER TO BE USED IN LIEU OF SILT FENCE, WHERE APPLICABLE.
19.POND TO BE USED AS WET DETENTION BASIN THROUGH THE DURATION OF THE PROJECT, BASIN WILL BE CLEAN OF SEDIMENT PRIORTO USE.
20. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR MAINTENANCE/EMERGENCY.
AREA TO BE CLEARED
PIPE CONSTRUCTION (
� A
d z
C in
O
CDn�z
0 Ij 0
l� c
<O
z
0>
L =
O
PBOS #
Chain Fence
GRAPHIC SCALE
tiP
Q 30 15 O 30
TIONS
Type ofUl minirriumunds Per Acre (Ib/ac)
Tall Fescue KY 31 Var.
50
Bermuda, Common-unhulled
20
Bahia, Pensacola Var.
50
Centipede
5
Total
125
ATIONS
Type of Seed Minim ? cunds Per Acre (Iblac)
Tall Fescue KY 31 Var.)
50
Bermuda, Common-unhulled
20
Bahia, Pensacola Var.
50
Centipede
5
Total
125
OW WO,
20,432 51' (0.47 AC) <=Bldg/Park
#5 = 25,74 1 51' (0.59 AC) <=Pond/Rear
TOTALS = 4G, 173 51' (I .OG AC)
FTE DATA'
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
F-I
18 mcM1 KCP
2180
2000'
223'
0.81%
18 "Ir CMr
A01I'
4ftii75'
0,25%
STRUCTURE DATA
5TR.
TYPE
I PIPE IN
INV. IN.
PIPE OUT
INV. OUT
RIM EL. @ B.C.
AD# I
AD-C
P- I
INV OUT =2 1 .60'
24.25'
LEGEND
5YM50L
DESCRIPTION
PG.
DET.
Property Lines/Right of Way Lines
-
-
O
Existing Property Corners
-
-
- -- ----
Property Minimum Building Lines
-
Proposed Building
-
-
Proposed Grassed Areas
-
-
7 7 771Proposed
Mulched Areas
-
-
--a*—
Dramage Arrows
-
-
# AD -a
Pipe / Area Drain Call Out
-
ODrainage
Area Label
-
Pipe Outlet Protection
jjff�
Proposed Storm Drain
0- —
Existing Water Service
-
-
0 —
Existmg Sewer Service
— F —
Existmg Utilities
w
Existmg Fire Hydrant/Water Main
-
-
5D— 5 —
Existing Sewer Manhole/Main
Limits of Disturbance
-
-
Temporary Construction Entrance
-
-
111121111111112
Block and Gravel Inlet Protection
-
-
Proposed Grade Pomts
-0--�o-
Temporary Silt Fence
-o--o—a
I Fence
PROJECT REVISIONS
NO.
I DE5CRIPTION
BY
I DATE
l
CITY OP NEW BERN DEFT REVIEW
JGT
9.9. l O
2
DWQ 5W - EXPRE55 REVIEW VERBAL
JGT
9, 22. l O
3
DWQ 5W - EXPRE55 REVIEW EMAILED
JGT
l0. 6. /O
CTVAEC PROPERTIES, LLC
21 1 1 NEU5E BLVD, SUITE H
NEW BERN, NORTH CAROLINA 255CO
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAP.OLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
BRAD L. 5UITT * A550C., PA
207 TICINO COURT
NEW BERN, NORTH CAROLINA 285G I
FINAL DRAWINGS
Released for permits only,
not released for construction.
Ittllll111l if fill `ttlllllllfJ
`GINE4',, t� CAR
ESSI" r) !
`4
O : R, 4?`�•,",
F = SEAL a = 4 E L0
;oJC' 438 ¢ - 1 47
Jrrr filtttttt iJr7liltll
5TORMWATER * \E.C. PLAN
SITE IMPROVE-M� 5
for
CARDIAC, THORACIC
VASCULAR ASSOCIATES, PLLC
TOWNSHIP #8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":30' DATE: 8.25. 10
PROJECT #: 201 0-01 9 1 SHEET: 04 of 05

Ex.
E
Existing Sewer Manhole
Rim: 24.52'
n
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Invert: 15.27'
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Existing Water Sewer
P 25,30 25
a
Services as located by
25,30'
the City of New Bern
o F „
�.
23.60' 24.50 7
� /
n I
ins
I 1
ydrant
"
a
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ao°z
--
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GENERAL NOTES
I . BOUNDARY INFORMATION 15 AS PROVIDED ON THE "BOUNDARY #
TOPOGRAPHIC SURVEY FOR CARDIAC THORACIC E VASCULAR
ASSOCIATES OF EASTERN CAROLINA, PLLC% DATED APRIL 8, 2010,
PREPARED BY BRAD L. SUITT, PL5 AND WHICH REFERENCES PLAT
CABINET G, SLIDE 145-A OF THE CRAVEN COUNTY REGISTER OF
DEEDS. PROJECT PARCEL 15 PARCEL 2C ON THE REFERENCED PLAT.
2. DEED REFERENCE: DEED BOOK 2396, PAGE 182.
3. MINIMUM FRONT SETBACK IS 25 FEET.
4. MINIMUM SIDE SETBACK 15 10 FEET.
5. MINIMUM REAR SETBACK 15 10 FEET.
G. CURRENT ZONING IS C-3.
7. 51TE ADDRESS 960 NEWMAN ROAD, NEW BERN, NC 25562.
8. ELEVATIONS ARE BASED ON ASSUMED ELEVATIONS WITH TEMPORARY
BENCHMARKS AS SHOWN.
9. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
COMMUNITY 3720557000J, EFFECTIVE DATE: JULY 2, 2004,TH15
REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
10. CONTOUR INTERVALS SHOWN ARE AT ONE HALF FOOT.
I I. TOTAL SITE AREA 15 46, 173 SF (I .06 AC)
1 2.TOTAL IMPERVIOUS AREA 15 19,967 SF (0.46 AC)
13. TOTAL PERCENT OF IMPERVIOUS COVER IS 43.2%.
1 4.TOTAL PROJECT GREEN SPACE (PLANTED AREA) 15 56.8%.
1 5.PROJECT IS HIGH DENSITY.
16.NO 404 WETLANDS EXIST ON THE SITE.
17.STANDARD PARKING SPACES = 25, HANDICAP PARKING SPACES = 2.
18. PROPOSED WATER AND SEWER SERVICE BY THE CITY Of NEW BERN.
10. WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
20. TOTAL DISTURBED AREA 15 1 . 1 ACRES +/-.
2 1 . REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN.
22. CURB TO BE INSTALLED AS "SPILL" WHERE INVERTED CROWN
SECTIONS ARE UTILIZED. SEE GRADING PLAN FOR DETAILS.
23. ALL ROOF DRAINS TO BE DIRECTED INTO THE ON -SITE STOKMWATER
SYSTEM.
PHASE III
PARCEL 2E3
ZONED C-3
NOW OR FORMERLY
CALVIN G. WELLONS, INC.
PORTION DEED BOOK 1368, PAGE 805
rA51MIN NLrfIKULUUT KLHLiI J_UIVIFMNI
DEED BOOK 1924, PAGE 1 034
LANDSCAPING DETAIL
Trees
Sym.
Quart.
Common Name
Min. Caliper
O
3
Trident Maple
2"
O
3
Eastern Redbud
2"
Q
3
Nuttall Oak
2"
Shrubs
Sym.
Common Name
Spacing
(D
Dwarf Yaupon
As Shown
G
Nnt
Boxwood
As Shown
OAssorted
Holly
As Shown
Groundcover
Sym.
Quart.
Common Name
Spacing
---
Grassed Groundcover
--
°°'�
---
Mulched Groundcover
---
Chain Fence
!CdP
011
I
Existing Roadside Ditch
GRAPHIC SCALE
30 15 O 30
RECEIVED
SEP 2 4 2010
DWQ
PROD #
' LEGEND
SYMBOL
DESCRIPTION
PG.
DET.
Property brie5/Right of Way Lines
Q
O
Existing Property Corners
J
— — — —
Property Minimum Building Lines
r�'
Proposed Budding
Proposed Grassed Areas
h
M 0 0
Proposed Mulched Areas
FAN/
f—
Drainage Arrows
Z
P-# AD-#
Pipe / Area Drain Call Out
W
ODrainage
Area Label
Pipe Outlet Protection
M�M
W f�
Proposed Storm Drain
N
O
e
Existing Water Service
W V ,N
0 —
Existing Sewer Service
O— P —
Existing Utilities
w
Existing Fire Hydrant/Water Main
sQ— 5 —
Existing Sewer Manhole/Main
Limits of Disturbance
O
Temporary Construction Entrance
-
-
^ M N
Block and Gravel Inlet Protection
-
-
1MJ
Proposed Grade Points
W
-0--o—o-
Temporary Silt Fence
-o
Fence
Y
PROJECT REVISIONS
NO. DESCRIPTION 5Y DATE
/ I CITY OF NEW BERN DEPT REVIEW JGT 9.9. / O
2 1 DWQ 5W - EXPRE55 REVIEW VERBAL JGT 9.22, / O
O'WNER/DEv'!LR
CTVAEC PROPERTIES, LLC
21 1 1 NEUSE BLVD, SUITE H
NEW BERN, NORTH CAROLINA 28560
CONSULTING ENGINEER
THOMAS, ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 28563
OFFICE: (252) G37-2727 FAX: (252) G36-2448
LAND SURVEYOR
BRAD L. SUITT * ASSOC., PA
207 TICINO COURT
NEW BERN, NORTH CAROLINA 26561
FINAL DRAWINGS
Released for permits only,
not released for construction. /
SITE IMFROVEMENT-S
for
CARDIAC, ThORACIC
VASCULAR ASSOCIATES, PLLC
TOWNSHIP #8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
1 DATE: 6.25. 10
PROJECT #: 201 0-O 1 9 1 SHEET: 05 of 08

INII 9
ci
ti
�iiP
■
I . SOIL PREPARATION - THE CONTRACTOR 15 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.
2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO 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 10% ORGANIC MATTER. OFF5ITE 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 DRE551NG THE POND, AND BACKPILLING 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 15T. IT IS RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF
PLANTINGS BETWEEN APRIL I5T AND AUGUST 315T.
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.
G. THE OWNER IS TO INSURE THAT THE WET DETENTION DA51N AND VEGETATIVE SHELF IS
MAINTAINED ACCORDING TO THE OPERATION AND MAINTENANCE PROCEDURES ON FILE WITH
NCDENR.
7. 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.
8. WEEDING SHALL TAKE PLACE AS NECESSARY IN ORDER TO EXPEL UNDESIRABLE VEGETATION.
9. ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR
PURCHASE INFORMATION. CONTAINER SIZES VARY, BUT TYPICALLY ARE OF DIAMETERS
LESS THAN 4".
NATURAL GROUND
MIN. 411 TYP
VEGETATIVE
5h1ELF
NATURAL GROUN(
GRAPHIC SCALE TRA5IIPACK WITn
ANTI -VORTEX PLATE d TRA5H
GUARD
20 10 O 20 srRAP j5a M
8"PVC 5CH. 40
AND
I G.5'
- 18 CM 78LF W/OP
. 22 0 INV, EL 22.0'
8" PVC TEE g grr
EL 20.0' CAULK OR SEAL 1 8" CMP
WATERTIGHT PIPE
--GONG. SLAB EL. 1 9.0" +/-
2 °In ° c —CONC. 5LA13
I
{ I
%TLET ,5TKUCTU RE DETAIL
0' Vea. 5heif
Pond Graded S011 /V /��/
1 2" Mod ... ed Soll
0
PI Sw Ar PI Sw Ar PI Sw Ar � �
' w
Z Sw O PI Sw Ar PI Sw Ar Pi Z �
O
S-- I j -. 1 1 ' / �Z�2 kG/ f r 11 --I cw) \� -ry 1 1 it 1
PROJECT REVISIONS
NO,
DE5CRIPTION
BY
DATE
l
CITY OF NEW BERN OEPT REVIEW
JGi
9.9. / 0
2
DWQ 5W - EXPRE55 REVIEW VERBAI
JGT
9.22, / 0
3
DWO 5W - EXPRE55 REVIEW EMAItED
JGT
/ 0. 6. / O
W
Ar = Arrowhead (Saglttarla longlloba), PI = Pickerel weed (Pontederla
OWNER/DEVELOPEP,
corada), Sw = Sweet fla g (Acoru5 5 pp.)
CTVAEC PROPERTIES, LLC
21 11 NEuse BLVD, SUITE H
t
V W&D TAIL' (TY)
NEW BERN, NORTH CAROLINA 285G0
CONSULTING ENGINEER
- /11,51
VEGETATIVE
THOMAS ENGINEERING, P.A.
SHELF
P O BOX 1 309 - 401 HOWELL ROAD
CROSS SECTION "A -A" - POND LONGITUDINAL
N. T.S.
EL. I G.5'
� r� � � � � r �T ��• i u r-, r-. u
N. T.5.
NEW BERN, NORTH CAROLINA 285G3 I T
OFFICE: (252) G37-2727 FAX: (252) G3G-2448 ^
LAND SURVEYOR W
BRAD L. 5UITT � A550C., PA
_ 207 TICINO COURT
RnL GROUND NEW BERN, NORTH CAROLINA 285G I
I�
ATVE COVER FINAL DRAWINGS
,PECIFICATION5)
Released for permits only,
not released for construction. I
''1GINE4''. ' �q CA L
� � � 0 r
I '. : `o�
�
o ;G 4V �\
F = SEAL :'a _ _ A
o C-438 ¢ - 014 = -
CA?.A`
,
5TORMWATER ETAIL5 O
_ _ _ SITE IMPROVEM T5
�L GROUND for
T'VE COVER CARDIAC, THORACIC
-IFICATIONS)
VASCULAR ASSOCIATES, PLLC
TOWNSHIP #8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN DATE: 6.25. 10
PROJECT #: 201 0-01 9 SHEET: OG of 08

BRICK MAY BE USED TO MM
ADJUST FRAME * COVER W
W TO 5U RFACE ELEV. MAX I' '�' dl
BUILDING �_ IN LET PIPE 1/4 d. + 6,. OUTLET PIPE W 0114
l�J�
� 0 1 t f w
J a b SECTION C N
U r C-C OR D-D
SECTION X,X
BRICK MAY BE USED TO d H ^ N
SEE VARIES VARIES N ADJUST FRAME E COVER T ^y, '�
GRADING-_ 5 LNG PlA EXP/JOI TO SURFACE ELEV. MAX I' HEADER = ; r. ��
1/4'1 E COURSES O PIFl
4
TYPICAL PA VfMENT SECTION Z
2" SF 9.5A ASPHALT TOP COAT 6' O i I--e.ie-i A IN
6 CABC COMPACTED STONE OUTLET ELEVATION N
-- z
18" SUITABLE FILL 6 secrloN Y-Y I IY I I 81Z N
DETAIL R I - TYPICAL SECTION INVERTED CROWN '� N
Y MG{r
PLAN C
112 RAD.
I -6S
'" Jowr seALER
0 H
..• 3"RAD. 1(B"RAD 1/b"RAD
1/8 PAD
I/2"PER FT. - us.
7"
I O% 1 2'
f 2 D TRANSVERSE EXPANSION JOINT
2'-G11 CURB AND GUTTER - STANDARD IN CURB * GUTTER
3/8"X I" DEEP GROOVED OR 5AWED JOINT GENERAL NOTE5:
TO nE FILLED WITH JOINT 5EAJER 1. CONTRACTION JOINTS SHALL BE PLACED AT 1 0'
INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED
PROP05FD CURa*GUTTER WHEN A MACHINE IS USED OR WHEN SATISFACTORY
DIMENSIONS FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS
COVER
DIMENSIONS
TYPE
FIFE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
A
B
AD -A
12"
2'-0"
2'-0"
2'-3"
12
31- 1 "
3'-4"
3'-4"
AD-5
15"
2'-0"
2'-0"
2'-G"
12
31- 1 "
3'-4"
3'-4"
AD-C
18"
2'-4"
2'-4"
2'-9"
14
3'-5"
3'-8"
3'-8"
AD-D
24"
3'-O"
3'-0"
3'-3"
1 6
4'- "
4'-4"
4'-4"
AO -If
30"
3'-4"
3'-4"
3'-9"
16
4'-5"
4'-8"
4'-8"
AD-F
36"
4'-0"
4'-0"
4'-3"
20
51- 1 "
5'-4"
5'-4"
AD-G
42"
4'-8"
4'-8"
4'-9"
22
5'-9"
G,0"
0-0"
AD-H
48"
5'-0"
5-0"
5'-3"
24
G'-I"
G'-4"
G'-4"
AD-1
54"
5'-G"
5'-G"
5-9"
26
0-7"
G, 1011
G,1 0"
AD-J
60"
6'-0"
6'-O"
0-3"
28
7'-1"
T-4"
7'-4"
AD-K
GO,
6'-6"
6'-6"
6'-9"
30
7'-7"
7-10"
1 7-10"
K
W
n
�
PROJECT REVISIONS
NO.
DE5C91PTI0N
BY
DATP
CITYOF NfW BERN DEFT. gfVlEW
16T
9.9. lO
OWNER/DEVELOPER
SURFACE Of PAVEMENT
RD /b•RAD /e SUPPORT FOR THE FACE FORM CAN BE OBTAINED CTVAEC PROPERTIES, LLC
WITHOUT THE USE OF TEMPLATES AT I 0' INTERVALS. 2 1 1 1 NEU5E BLVD, SUITE H
2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE E-{
QOC jO ENGINEER. GENERAL NOTES: NEW BERN, NORTH CAROLINA 285GO
.:.:; O p�PROP05ED PAVEMENT 3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE
Q CD
OF TEMPLATES OR FORMED BY OTHER APPROVED 1. MORTAR JOINTS TO BE 1/2"TO 1/8"THICK.
pOQpCONSULTING ENGINEER W
.................................
METHODS. WHERE 5UCH JOINTS ARE NOT FORMED 2. CLA55 "B" CONCRETE TO BE USED THROUGHOUT.
BY TEMPLATES, A MINIMUM DEPTH OF I - 112" SHALL BE 3. USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. THOMA5 ENGINEERING, P.A. � O/
PLAIN BUTT JOINT OBTAINED. 4JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID P.O. BOX 1 309 - 401 HOWELL ROAD
4. ALL CONSTRUCTION JOINTS SHALL B. E FILLED WITH CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY DICK. NEW BERN, NORTH CAROLINA 28563 I T I Q{
JOINT FILLER AND SEALER. ^ •
LONGITUDINAL PLAIN BUTT JOINT oFE1cE: (2sz) 637-2�z7 FAx: (2s2) 636-244a
5. EXPANSION JOINTS SHALL 8E SPACED AT 90"
INTERVALS, AND INCHES OR MORE IN ADJACENT TO
ALL RIGID OBJECTS. LAND SURVEYOR
BRAD L. SUITT * ASSOC., PA
207 DETAIL R2 - 24" CURB AND GUTTER DETAIL DETAIL R4 - TYPICAL AREA DRAIN N,NORT CAROLINA
NEW BERN, NORTH CAROLINA 28561 O
I� a
Q_ 51DEWALK W
OQO SEQQ"�� EXPANSION JOINT I -I FINAL DRAWINGS
QX-M�gP� JJ^ EXPANSION JOINT
Released for permits only, W
ee°e
not released for construction.
NOTE: A PORTION XONE BOTH
EXTEND
A
3:4 ai Oee° a RAMPS MAY TEND OUTUT SIDE RR��
THE RETURN. Fj
a. ^ .. ICArrO
000Peee °° z9�s�ti gP�Rt��fr 4 T„ o LLB "•^ ° .J, �ti r EXPAN510N JOINT ,�cr, `
-'
E.W , SEAL : y ^' _ AL � Z
s,M ;,z C-438 1 ; - - 101
CPII
l`
150METRIC VIEW 51DEWALK(4 5TD.) "' 4Aff 111 rf 111
f IIlllll II11
u L5. UTILITY 5TRIP (�
.02 (MIN) 0.01 (MIN)
W
A
W+A+9"
x
B
5'
0.0
5.8'
5.8'
5.0"
6'
0.0'
6.8'
G.8'
11),
7'
0.0
7.8
7.3'
G.54
8'
O.O'
5.8'
73'
G.5'
5'
20
7.8'
7.8'
5,0'
5'
2.5'
5.3'
8.1'
4.8'
5'
3.0'
8.8'
8.3'
4.4'
5'
3.55
9.3'
8 4'
4 1'
5'
4.0
9.8'
8.G'
3.6'
10.3'
8.7'
3.4'
5'
5.0'
10.8'
8.9'
DROPGUB 004(NOW) o02(NORM)
(STD. 2'-6' CURB
6 GUTTER 5HOWN) EXPANSION JOINT
PLAN VIEW
ROADWAY DET S
Q
z
SITE IMPROVEMENTS
12:1 MAX RAMP T
SECTION B-B
for
N T.5.
CURB CURB CURB
M'"
CARDIAC, THORACIC
NOTE: SIDEWALK TRAN5ITION DROP TRANSITION 510EW
I . NO SLOPE ON THE WHEELCHAIR ELEVATION 3'-4" ELEvnnoN
VASCULAR ASSOCIATES, PLLC
RAMP SHALL EXCEED I"I I'(12:1)
IN RELATIONSHIP TO THE GRADE
OF THE STREET.
TOWNSHIP #8/NEW BERN/CRAVEN
COUNTY/NORTH CAROLINA
VARIABLE5LOPE5 Nor UTTER
TO UCEEDE 12; 1 (5,33%)
B = D15TANCE FROM FRONT EDGE OF 51DEWALK SECTION A -A
SCALE: N.T.s.
DATE: 6.25. 10
TO BACK POINT OF 1 2 : 1 (8,33%) SLOPE.
' BACK OF SIDEWALK DROP REQUIRED FOR ALL
DETAIL R3 TYPICAL WHEELCHAIR RAMP
"BACKOff5E°wAKDROP REQUIRED FOR 51DEWALK -
PROJECT #: 201 O-O 9
sHEET: 07 of 06
5LOPE5004.

VARIES AS DIRECTED BY ENGINEER d
10' MINIMUM
PUBLIC ROAD 5TAY WI AT 1 2" INTERVALS C N
MIN. 12-1/2 GAUGE TOP STRAND
0 10 GAUGE MIN. N
LINE WIRES L
0 1 2- 1 /2 GAUGE MIN.
o z BOTTOM STRAND
10 GAUGE MIN. ~
2" - 3" COARSE AGGREGATE p T
x
BASE TO BE MINIMUM G" IN DEPTH In
A�
0
4, Q� FILL SLOPE ( M
DETAIL EC I -CONSTRUCTION EXIT DETAIL GROUND LINE ��.wN
r�
A
A o0g0o 00 :Ll
000 0C>oo000000oo O �^^ 0000000 00000 000000 'Ln WIRE V
00 00 0 000000`�0000 FILTER FABRIC
000000 0 0 0 0 0
0 0 0 0 000 00 0
0O0o0o 0 00 \\ \\\\\
— 00 0 0 0 0 0 0 0 0 5d /\//\/ PROJECT FTV151ON5
00 C0000000
b o00 00 000 000 0000 \/ //\\// NO. DESCRIPTION BY DATE
_ \ 00 0 00® 00 11
0 000 /G \/ CITY OP NEW KERN OEPT. REVIEW JGT 9.9. l O Z
000 0C> Opp 0 0
000 0 00 0 w
0000 8 0 0 000 �0 0 ~
0 0 0 0 0 0 0� W
0 000occ>0 0o000 GENERAL NOTES:
0 0
PLAN p00 OWNER/DEVELOPER.
WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
I . La 15 THE LENGTH OF THE RIPRAP APRON. HAVE A MINIMUM OF G LINE WIRES WITH 1 2" STAY
La 2. d= 1.5 TIMES THE MAXIMUM STONE SPACING. CTVAEC PROPERTIES, LLC
DIAMETER BUT NOT LE55 THAN G" 21 1 1 NEU5E BLVD, SUITE H r�
(1 2) 2. FILTER FABRIC SHALL BE A MINIMUM OF 30 IN WIDTH
3. IN A WELL-DEFINED CHANNEL EXTEND THE AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS NEW BERN, NORTH CAROLINA 28560
APRON UP THE CHANNEL BANK5 TO AN DIRECTED BY THE ENGINEER.
ELEVATION Of 6" ABOVE THE MAXIMUM CONSULTING ENGINEER
- 0 0 0 0 0 0 0 0 0 C - 'i/�/ TAILWATER DEPTH OR TO THE TOP OF THE 3. STEEL P05T5 SHALL BE 5' IN HEIGHT AND SHALL BE THOMAS ENGINEERING, P.A. O
�\/\=00�00�00000000 -/\\/\\ BANK, WHICHEVER15LESS. NN
o0 000 0000 000 _ \// OF THE SELF -FASTENER ANGLE STEEL TYPE. P.O. BOX 309 - 401 HOWELL ROAD w
�\//�\/\\//////�\ ___ o �0 0 00 0 00 0 00 0_ _-//��//�\ 4. A FILTER BLANKET OR FILTER FABRIC NEW BERN, NORTH CAROLINA 28563 �I
�4 ____________ SHOULD BE INSTALLED BETWEEN THE
RIPRAP AND SOIL FOUN-DATION. 4. WOOD POSTS SHALL IAA MINIMUM OF G'IN HEIGHT •
AND 3" OR MORE IN DIAMETER. WIRE FABRIC SHALL BE OFFICE: [phone] FAX: [phone] r ,
FASTENED TO WOOD POSTS WITH NOT LE55 THAN #9 I T I
d AA FILTERBLANKET WIRE STAPLES 1-112" LONG. LAND SURVEYOR
BRAD L. SUITT � ASSOC., PA � •-1
(1(5)
207TICINOCOURT
SECTION A -A DETAIL EC2 - PIPE OUTLET PROTECTION DETAIL EC4 - TEMPORARY SILT FENCE
NEW BERN, NORTH CAROLINA 285G I O
I� N
FINAL DRAWINGS w
Released for permits only, G
not released for construction.
00000000000o00
WIRE SCREEN O 00 0 O O 00 O OO p000000 \ z
O O OOpO 00 000 000000000000 llttltttulnrrr,�,J ,`ttlrillCArrr
DEWATERING 0 0 0 0 0 0 0 0 000 1NEp •, • ttt R L` a
TEMPORARY SEDIMENT
0000Q
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, o o
0000
0 o0 00
000
000 00&0
000
00
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DROP INLET 80 O °
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0080 0 RGy~G N C"),` w
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00 o0
0° 0 0 0 �0,--C> �� EROSION CONTR ETAILS Q z
00 00 000 000 000 O00 0 0000 w
TYPICAL CROSS SECTIONOC>�$�o�og
00 00 00 00 00 000C, 000 000 o0C,0 oo 000, SITE IMPROVEME S
00 00 0c OOo for
PLAN CARDIAC, THORACIC
VASCULAR ASSOCIATES, PLLC
TOWNSHIP #8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
DETAIL EC3 - BLOCK AND GRAVEL INLET PROTECTION SCALE: N.T.S. DATE: 6.25.10
PROJECT #: 201 0-01 9 511EET: 08 of 08