SW7101206_APPROVED PLANS_20120517

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

LEGEND
;- :, SYMBOL DESCRIPTION PG. DET.
i C t Property Lines/Right of Way Lines
PHASE I IProperty Minimum Building Lines
- - - -
PLAT CAB. O "
SLIDE 463
Buildings
Lot Centerlines - -
-
-
I -
n 00
- " YExisting Fire Hydrant
A
�---- Proposed Water Service
aOI',�1I.,<AEFCF D COMM RCE DR 4n r
IH, ,z.ZACHARYTAYLCr, 21)
..
, _
ZONED CrM-r3 , ,,��„_, • � �,E r ate,
--®
— Fi5tin Sewer Manhole - Exlstn Sewer Mal Force Mal
��r) cm.o
i
A�
.s
a `yUV
-_._._ -...-_ ,: ._., ;'., boa 5 5l._= i
.,1. .. 'Nt,: , `r -: ,.. 3 nV r.. .:.. y. ,f ,...: Y, ,..: ,C,.'=, ,y .,Tl 4,. -. ,..,.. / % 4•
^„ 0_— Proposed Sewer Service
f
f
Ex. Sewer Pump Station° m^zY, 2
r, y 2 ,, Pro osed 6" Sewer
p Z ..
,
4
. se or
Proposed Storm Pipe
Drainacje Arrows. -
''- - ^:- Pf01705cd JLG PI r7 JJa.c 1' I "bot01"i'It ''
w
,,y r
'» g Commerce Park �J
, o' osed Or ice Bluddin Site
Pipe Call Out H
3 Phase II, Lot I l P 9 0% �{
I Future Develo inert.(Combination
PARMAR ET AL �' future Deveo ment p Future D m r ,_a t . of 3 Lots)
w. I315 Commerce Drive p Future Development Fu a eve op er w moo. Silt Fence
DB 2225 PG 165` o Commerce Park Commerce Park Commerce Park rT1
24,577 sf , I Co e ce a k Commerce Park Commerce Park b o - All i W
Phase II Lot 4'Iello 0 301 Commerce Drive ,�o ;
ZONED C-3'' Plat N .' ::-I'. F Phase II, Lot 2 „> :.' Phase II Lot 3 Phase I Lot 5 c d
1309 Commerce rlv,.
Nr D H
r _. � - r• 4= I r- �� � � � d, ,. o' a(. Phase II, Lots 6,7,8 � m�>-'-` H 3 13 Commerce Drive , 13 I I Commerce Driv,_ "a 1307 Commerce Drive � , - r c — Limits of Disturbance
20, 1 GO sf "' 67, 165 5f (total) ro -
"' 20, 108 5f 20, 134 sf h_. 20, 185 sf +N
_ I " ;,
,, lat Cab. H Slide I �. fz - z .:. � �- ,, a -' Inlet - -
1 -' Plat Cab. H, Slide 120P 4 Temporary t r�
at Cab. H Slide 1 2Cf ? Flat Cab. H Slide 1 21_!: "Plat Cab. H. Slide 1 2C:
, ,. ,. x
I f d
Temporary Check Dam
! v P -
_.� ij
l _
Pipe Outlet Protection _ 1�
_
Temporary Construction Entrance
Exj5tm6j Utilities O
_ : •; Y-: - - Proposed Grassed Cover
Ii.n, i_.�. � '�
_.,... , x. ,•... -n,x.... .,:.=.7,}..., . <. -:. _ _. .___.. ,...-. ,v ,, ,_:, _-:.._ _. :. _-. __-.J.�- .., �,. CJ J� I.E �.. c.f I , ✓, _ _. Pro osed Straw/Mulch
Mulch Areas _ _ N
Proposed Trees - -
i { 5. MARKET SQUARE A550C, INC
_ � ._�._. DB 1168, PG 380
' I
Ram of Eastern NC, 4LLC � u ` � � w. _- -_ a --- I ��� DB 1172, PG 647 /
DB 2 53: PG 82 E I I ZONED C-3
R B Rf E. EVELYN DUNK
DB I 1 14, PG 424
I
r00 ZONED C-3
GRAPHIC SCALE
L. 4
40 20 0 40
GENERAL NOTES
1. BOUNDARY INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED PROJECT REVISIONS
"SUBDIVISION - COMMERCE PARK PHASE II", DATED MAY 8, 2008, NO, DESCRIPTION BY DATE
PREPARED BY ATLANTIC SURVEY AND DESIGN, PA AND A5 RECORDED IN CITYOFNfWBERNDPPL RfVlEW JGT l2.06.l0
PLAT CABINET H, SLIDE 120E IN THE CRAVEN COUNTY REGISTER OF DEEDS. 2 DUNNCOMMENT5 JGT 12. /6. lO C
DEED REFERENCE: DEED BOOK 2398, PAGE 182.
2, TOPOGRAPHIC INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
"TOPOGRAPHIC SURVEY- COMMERCE PARK PHASE II", DATED NOVEMBER LU
7, 2008 PREPARED BY ATLANTIC SURVEY AND DESIGN, PA. ELEVATIONS
SHOWN ON THI5 PLAN ARE ASSUMED AND BASED ON THE ABOVE
REFERENCED MAP. �� W
3. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
4. MINIMUM FRONT SETBACK 15 25 FEET (COMMERCE DRIVE). J O
5. MINIMUM FRONT 5ETBACK 15 35 FEET (TRENT ROAD). US I I V V I 17 r/
G. MINIMUM 5IDE SETBACK 15 10 FEET. I p. VLR I W^
7, MINIMUM REAR SETBACK15 10 FEET. (MARTIN LUTN ER KING J I\VD) CURRENT PROPERY OWNER
5. CURRENT ZONING I5 C-3. ZACHARY TAYLOR
9. 51TE PARCEL ADDRESSES RANGE FROM 1 301 TO 13 1 5 COMMERCE DRIVE, PO BOX 1 2000
NEW BERN, NC 285G2. THE FKOF05ED 5TOKMWATER POND WILL BE NEW KERN, NORTH CAROLINA 285G I 7
LOCATED ON THE PARCEL ORIGINALLY ADDRE55ED 13 15 COMMERCE T ARIES SEE GRgDiNG PLAN
MIN -
DRIVE. THE PROPOSED MEDICAL OFFICE FACILITY 15 A COMBINATION OF PROPOSED DEVELOPER 4-
PARCELS WHOSE ADDRESSES ARE 1301 THROUGH 1305COMMERCE I II MCCARTBLVD � �!
DD
DRIVE, BUT WILL HAVE THE ADDRESS OF 1301. v✓ INVESTMENTS, LLC
10. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP TYPICAL %A l/EMENT SECT%ON� 203 BROOKVIEW DRIVE ^
COMMUNITY 3720546900J, EFFECTIVE DATE: JULY 2. 2004- THIS 1 .5" 5r 9.5A ASPHALT TOPCOAT JACK50NVILLE, NORTH CAROLINA 28540
REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. G" CABC COMPACTED STONE TYPICAL PAVEMENT SECTION OFFICE: (252) 514-04G I FAX: [phone]
1 1. TOTAL SITE AREA 15 9 1,742 Sr (LOTS
_
12. TOTAL IMPERVIOUS AREA IS 55,992 SF (72. I%) (3/7 OF LOT I INCLUDED) SUITABLE BORROW MATERIAL CONSULTING ENGINEER
1 3. TOTAL PLANTED AREA 15 2 I ,70G 5F (27.9%) (3/7 OF LOT I INCLUDED). THOMAS ENGINEERING, P.A.
14. PROJECT 15 HIGH DENSITY. ED 1j G ) P.O. BOX 1309 - 401 HOWELL ROAD
15, NO 404 WETLANDS EXI5T ON THE SITE. j` NEW BERN, NORTH CAROLINA 285G2 ^
I G. STANDARD PARKING SPACES = 8G, HANDICAP PARKING SPACES = 4. OFFICE: (252) G37-2727 FAX: [phone] F-y'
TYPICAL SPACE DIMENSIONS AS PROVIDED ARE 9' WIDE X 18' LONG.
17. PROPOSED WATER AND 5EWEK SERVICE BY THE CITY OF NEW BERN.
18. PROPOSED ELECTRIC SERVICE BY PROGRE55 ENERGY.
19. WATER AND 5EWER SERVICE LOCATIONS ARE AS SHOWN. Nrrr % h
20. TOTAL DISTURBED AREA 15 3.0 ACRES +/- - �� /� / •
21 . REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN. v
22. CURB TO BE INSTALLED AS "SPILL" WHERE INVERTED CROWN SECTIONS ARE
UTILIZED. SEE GRADING PLAN FOR DETAIL. ��ti Q lL1 23. ALL ROOF DRAINS TO BE DIRECTED INTO THE ON-51TE 5TORMWATER G LE N D U RN I E LOAD
SYSTEM. z z PROGRESS DRAWINGS
24. INFORMATION ON EXISTING WATERLINE (0) AS SHOWN WAS OBTAINED Q J DO NOT USE FOR CONSTRUCTION W
FROM THE CITY Of NEW BERN ENGINEERING DEPARTMENT. 25.
� COMMERCE DRIVE
SEE RADING � z
25. THIS SITE IS LOCATED IN THE TRENT ROAD OVER AY DISTRICT. FLAN r i S A�'ES DING PLAN S 1 T E
.r
LANDSCAPING DETAIL
yd Z
Trees
5ym. Quart. Common Name Min. Caliper
{ 14 Nuttall Oak 2"
Q I I Trident Maple 2"
Shrubs
51
Quant.
Common Name
Dwarf Yaupon
5pacmg
As Shown
O
10
(D
35
Boxwood
As Shown
12
Assorted Holly
As Shown
Groundcover
M. Quart. Common Name Spacing
—
Grassed Groundcover
Straw/Mulched Area
TYPICAL PA XfMENT SECTIDN TRENT ROAD a
1 .5" SF 9.5A ASPHALT TOP COAT
O° CABC COMPACTED STONE TYPICAL INVERTED CROWN SECTION (SR 1 278) EXISTING SITE
SUITABLE BORROW MATI=RIAL VICINITY MAP 51TE IMPROVEMENTS
for
DEC �� �o;a CAROLINA HOME MEDICAL
�� � 28 AT COMMERCE PARK II
OWN5HIP#8 CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":40' DATE: 1 1 .29.201 0
PROJECT #: 20 1 0-0 18 SHEET: 01 of 02
I - i

/ i J J �P
BOX 10' MBL(T
I�f FAN
ff{ °
-ON� —
103,50' CB-3 G.00' 6 1 ° U6E
N0°0015T 532.61' /1 UGE
SS�5 L Rio IMP INS. —
SS SS SS 55
55 SS SS 55 7L
SS SS 55 SS SS SS 55 SS S S5
Elec Box to / 23.75'
\ I CB 4 — _ Reo[uire Relocation_ G Sewer Service Tap 3' FON
— P 2--------------- _---_---------_Tem Pole b Pro ress Ener /
PROPOSED OFFICE BUILDING SITE PLAN
GENERAL NOTES
I . BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP ENTITLED
"SUBDIVISION - COMMERCE PARK PHASE 11", DATED MAY 8, 2008,
PREPARED BY ATLANTIC SURVEY AND DESIGN, PA AND AS RECORDED IN
PLAT CABINET H, SLIDE 1 20F IN THE CRAVEN COUNTY REGISTER OF DEEDS.
DEED REFERENCE: DEED BOOK 2395, PAGE 152.
2. TOPOGRAPHIC INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
"TOPOGRAPHIC SURVEY - COMMERCE PARK PHASE II", DATED NOVEM13EP
7, 2006 PREPARED BY ATLANTIC SURVEY AND DESIGN, PA. ELEVATIONS
SHOWN ON THIS PLAN ARE ASSUMED AND BASED ON THE ABOVE
REFERENCED MAP.
3, CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
4, MINIMUM FRONT SETBACK 15 25 FEET (COMMERCE DRIVE).
5, MINIMUM FRONT SETBACK 15 35 FEET (TRENT ROAD).
0, MINIMUM SIDE SETBACK 15 10 FEET.
7, MINIMUM REAR SETBACK IS 10 FEET.
8 CURRENT ZONING IS C-3.
9, SITE PARCEL ADDRESSES RANGE FROM 1 301 TO 13 15 COMMERCE DRIVE,
NEW BERN, NC 28562. THE PROPOSED 5TORMWATER POND WILL BE
LOCATED ON THE PARCEL ORIGINALLY ADDRESSED 1 31 5 COMMERCE
DRIVE. THE PROPOSED MEDICAL OFFICE FACILITY IS A COMBINATION OF
PARCELS WHOSE ADDRESSES ARE 1 301 THROUGH 1 305 COMMERCE
DRIVE, BUT WILL HAVE THE ADDRESS OF 1 301 .
10. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
COMMUNITY 372054G900J, EFFECTIVE DATE: JULY 2, 2004, THIS
REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
I ].TOTAL SITE AREA IS 9 1,742 SF (LOTS 1 ,G,7,8).
1 2.TOTAL IMPERVIOUS AREA 15 55,992 5F (72.1 %) (3/7 OF LOT I INCLUDED) .
1 3.TOTAL PLANTED AREA IS 2 1 ,70G 5F (27.9%) (3/7 OF LOT I INCLUDED).
14.FROJECT 15 HIGH DENSITY.
15. NO 404 WETLANDS EXIST ON THE SITE.
I G.5TANDAP.D PARKING SPACES = 8G, HANDICAP PARKING SPACES = 4.
TYPICAL SPACE DIMENSIONS AS PROVIDED ARE 9' WIDE X I & LONG.
17. PROPOSED WATER AND SEWER SERVICE BY THE CITY OF NEW BERN.
16. PROPOSED ELECTRIC SERVICE BY PROGRESS ENERGY.
19. WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
20 TOTAL DISTURBED AREA IS 3.0 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.
24, INFORMATION ON EXISTING WATERLINE (G") AS SHOWN WAS OBTAINED
FROM THE CITY OF NEW BERN ENGINEERING DEPARTMENT.
L25. THIS SITE 15 LOCATED IN THE TRENT ROAD OVERLAY DISTRICT.
LANDSCAPING DETAIL
Trees
5ym.
Quant.
mmon Name
Min. Caliper
C)
14
tallOak
F�C:
2"
I
JentMaple
2"
Shrubs
5ym.
Quart.
C_anmon Name
Spacing
Q
10
TDvarf Yaupon
As Shown
(D
35
Bc<wood
As Shown
QQ
1 2
Asorted Holly
As Shown
(roundcover
Cm_mon Name
Spacing
OinG"55ed
Groundcover
5taw/Mulched Area
24'r,e" K(- LEGEND
Inv. 18.5'
SYMBOL DESCRIPTION PG. DET
Property Unes/Right of Way Lines - -
r
— — Property Minimum Building Lines - -
Buddmgs -
C
Parking Lot Centerlines
CJ 0Existing Fire Hydrant
Y
C / ■ Proposed Water Service
/ Proposed Waterline (5DR 2 1)
FON O Existing Sewer Manhole
�FON — 55 Existing Sewer Main/Force Main
° FM
,r�FON — —
j 0— Proposed Sewer Service
18.8�FON - -
/------- Proposed G" Sewer
Location ��� /
Proposed Storm Pipe
/ Drainage Arrows
N ^
/` \V/ � P-# Pipe Call Out
/ -0 o---c Silt Fence
LD — Limits of Disturbance
53 Temporary Inlet Protection
Temporary Check Dam
Pipe Outlet Protection
` Temporary Construction Entrance
�0 / O Existing Utilities
Proposed Grassed Cover
/ Proposed Straw/Mulch Areas
Proposed Trees
P.C. D
5L. 4G3
/ PROJECT REVISIONS
NO, DE5CRIFRON BY DATE
CITY OP NEW BERN DEPI REVIEW -16T / 2. 06, / O
/ 2 DUNN COMMENT5 JGT 12. l6. lO
CURRENT PROPERY OWNER
I GRAPHIC SCALE ZACHARYTAYLOR
PO BOX 12000
/ NEW BERN, NORTH CAROLINA 285G I
20 10 0 20
� — ss -- s5
— _ 55 55 Ss 5 B_
W �ss 55 55 s5 RAV !.v 55 R/J! 55 RN✓ 55 RAN 5>� 55 R/J✓ s5 RNA s5 ft/J✓ RM1N Ww -I WW R/w R/w R/fJ FAN FAN Rw RnN WW Q% t
L F/
— w — w — w1t7— w— w w w w w w w— w w w wW— w — w — w w— w — w — w w w— W w w ,2
/1
/5
— — — — — — — — — i
GRAPHIC SCALE
GO 30 0 GO
PROPOSED OVERALL SITE PLAN
PROPOSED DEVELOPER
DDJ INVESTMENTS, LLC
203 BROOKVIEW DRIVE
JACKSONVILLE, NORTH CAROLINA 2854C
OFFICE: (252) 5 14-04G I FAX: [phone]
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 28562
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
PROGRESS DRAWINGS
\ DO NOT USE FOR CONSTRUCTION /
PROPOSED SITE PLAN
SITE IMPROVEMENTS
for
CAROLINA DOME MEDICAL
AT COMMERCE PARK II
OWN51IP#8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN I DATE: 1 1 .29.2010
PROJECT #: 201 0-015 1 SHEET: 02 of 02
Y

/ ( 1 � ,,_ .r '' ;,:,� a « •'r I rye,%;
'
/ LEGEND
SYMBOL DESCRIPTION
Property Lme5/Right of Way Lme5
COMMERCE PARK, INC.
PHASE II rn
PLAT CAB. D
Property Minimum Buddin Lme5
p '`tY 9
SLIDE 4G3
Parkin Lot Centerhnes
5,
- 55 9
� ., ✓^__ I I 'i` -- t --=s -- e= ,_ _ _ �m" ass . ,, :.1 � 5. -- _> „ - z ti�ExIstm9 fire, Hydrant
a
,.. .:, ..✓ f.rz. J .,. .... ), - R... nR^. F... v„ .. x, F'.,. \'r. t'. �2:, - h,.. ..f .-._.^! I:,„ -2 y. I[MI
�r - , -- .£ - _ _ - ,; -- -, ,. - , - ,. ,. - -- � _ ;, - ; _ , Exlstin Utditie
�4 I-OMMEKCE D a GV
ZACHARY TAYL _ C� M E F C if D 0 Proposed Storm Pipe
I f � 1
OR lis
I �,
r _ {61T PUBLIC✓)
DB 1038 PG 919.. _ � _._. - ..< -� �,�.. _ _.a- = - �- - - � '=� �`- �,-;>'a/t,r - i,', �_ s, ,-_ _� / P.# Pipe Call Out
,.T_ - , L AIL ✓) a) :U
ZONED C-3 .,, _ A � i
-
,C
- / Pipe Outlet Protection
F,�ri
ro osed Vecjetativc Shelf
ON
7 §
.,,.; .... .. .p., .... , Ly. .-,
Temporary Silt Fence
p rY
Lm1t5 of Disturbance
� Temporary Block Gravel Inlet Prot
ection f 1 M
x, (y,,
Ve 30 etat we Buffer
w 1 u. a
wL,
F
v,k
!
r r v-. _- £s, rti ..v ,-..go-
r, , Temporary
Construe ion Entrance ante
.... 1
PARMA ET AL ., _ , „ u elo ment _ -.. ,,�. , ., ��, Future. veve ,. _o � - _._ � p _ ,
...:Pro osed Storm eater Poiid 5 r., � r to ment �� _u r ,, �. t,.
,�. p P „ , Futu e Develo meet o m ruture Uevelo ment Future Development inure Development �.... ,<T i 1�
q,. �,a o'v P �. Commerc p P -i p Future Development
DB 2225, PG I G5 , Commerce Park Commerce Park: Commerce e Park c
t £ o m mmerce Park w c, y Commerce Park Commerce Park q Commerce Park, Commerce Park
ZONEDC-3.. m �r.: z Ph I o m �`;: T:. m; Phasell, Lot4 = Ic
Phase II, Lot I ase ,Lot 2{m Phase II, Lot 3 r r. �x Phase 11,Lot 5 Pha e II <>; r { Phas I t 1 l
Tti e, .o w �'s Lot G e I, Lot 7 Phase 11, Lot 8.,
1313 Comme z ,N;
z 1309 Commerce Drive
iv o , t ss H
13 1 5 Commerce Drive rce Drive 13 1 I Commerce Drive U, f m 3 1 s; -
� z : r, , 07 Commerce Drive , m 305 Commerce Drive , 303 Commerce Drive � m 1301 Commerce Drive
20, I GO sf � 2 - • ; n
24,577 5f 20, 108 5f �,:�* r 20, 134 sf a , z V 20, 185 sf z 20,21 I sf 20,237 sf wnlo
Plat Cab. H, Slide 120E
2G,717 sf W
_k-. ... Plat Cab. HSlide 120E at Cab. H, Slide 120E .r -- . „ •.. ti H a - nr _ S
,... Pat Cab. H, Slide 1 20P Plot Cab. ,. Shde -01 a.. Cab. 2 l Plat Cab. H S1�de ?_ _ .� S � _0 Plat .�aL. H. �hd� I O ,
, .., n.. ,.. 1. A f -..: -.£\3. am..v' ? .. u.. "`. b� „e'>
ti
i
ti
1 M
I M.
IN
o,.. ...e.
>..e .t
.r=. .".
1_.�na P:,,eI�c�t 3r�a D a�gto Project Site
�r
%� .. `v.�Y- e -ems.,,,, -^ .:. tea- •: , ».�,' .:. � .... ., .. .. ,
,£,
FO "t t Au
G
� � I .
.�..-' C3.50__'_ .
... - _ ;,103.50 ., w �, - x _ ...I -. -,
.-�/-. ,. c-� �. _ ..-- ...�
,.-. _•__ _-. __. 10_.-J ��.- 03.50 00 1
_..- _,..... , , w .,
_. W � H
_ .,......eta.„... ...... ..._�.
Vs,.v « e-r: a :..: . .. r-r--r:. �a .. . « .. u ., a... (.
Existin Grassed Area to P o ect 7.te'. � ., ..+,v.• ;vx ....
,ar. „' •... '1 a dy;, r. . o « a . . . . r e r . » «.:. « o- {' . o : �t ro.-.� :a.rr.. 9
.... , t-:»,. ,,.. .. .: d ;, y .. ". o w ..... .. «-W -' v •z--� (6,400 sf
v fs
�t
,, ' •. '- - - r-�; Exlsr,,ns Rocf Draiamc co ro ac. S t . -. w
Ram of Eastern NC, LLC ,� J ...: Ex Roo' Drainio to Pro ect Sit-`i's5�a '
DB 21 53, PG 82 T �:, ROBERT E. EVELYN DUNK °' Too sr y
r I DB 1 1 14, PG 424
ZONED C-3 I
GRAPHIC SCALE
MARKET SQUARE ASSOC. INC.
I
DB I I G8, PG 380 SL. 4 D
1 I
_,....,, Ex15t1no Grassed Area Ora�nrnc t�r�o eet 51te DID I I 2 PG =< r'
�a� I T J L � 7 G47 40 20 0 40
+ ;. I (G,400 sf ) ZONED C 3 „-
GENERAL NOTES PROJECT SCHEDULING r
PROJECT REVISIONS
I . BOUNDARY INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED CONSTRUCTION SCHEDULE VARIES A5 DIRECTED BY ENGINEER NO. OF5CR/PTION BY DATE
IN "SUBDIVISION -COMMERCE PARK PHASE II", DATED MAY 8, 2008, I . WORK INCLUDED THESE DRAWINGS 15 NOT TO BE COMPLETED PRIOR TO 8' MAXIMUM / TfPONDREI//SIGNS JGT 12.03. lO
PROPER PERMIT DOCUMENTS BEING OBTAINED. THE CONTRACTOR STAY WIRES AT 1 2" INTERVALS
PREPARED BY ATLANTIC SURVEY AND DESIGN, PA AND A5 RECORDED IN 2 DUNNCOMMENT5 JGT 12. 16. 10
MIN. 1 2- 1 /2 GAUGE TOP STRAND PLAT CABINET H, SLIDE 120E IN THE CRAVEN COUNTY REGISTER OF DEEDS. SHOULD NOTIFY THE ENGINEER IF QUESTIONS ARISE CONCERNING PERMIT 3 ERO51ONCONTROL ADDITIONS JGT 1.25. / l
DEED REFERENCE: DEED BOOK 2398, PAGE 182. STATUS. PUBLIC ROAD 10 GAUGE MIN.
r
2. TOPOGRAPHIC INFORMATION 15 A5 PROVIDED ON THE MAP ENTITLED 2. CONTRACTOR IS TO SCHEDULE AND HOLD PRECONSTRUCTION 4 OFFSITEAREAADDIT/ON5 JGT 4.5.12
"TOPOGRAPHIC SURVEY - COMMERCE PARK PHASE 11", DATED NOVEMBER CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. LINE WIRES 2- I/2
7, 2008 PREPARED BY ATLANTIC SURVEY AND DESIGN, PA. ELEVATIONS 3. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN GAUGE MIN.
SHOWN ON TH15 PLAN ARE ASSUMED AND BASED ON THE ABOVE SUCH A MANNER A5 TO MINIMIZE 501L EROSION, SILTATION, OF DRAINAGE
REFERENCED MAP. CHANNELS, DAMAGE TO EXI5TING VEGETATION, AND DAMAGE TO _ BOTTOM STRAND
3. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA. i 0 GAUGE MIN.
4. MINIMUM FRONT SETBACK 15 25 FEET (COMMERCE DRIVE). 4. COMPLETE 51TE CLEARING AS NECESSARY,
5. MINIMUM FRONT SETBACK 15 35 FEET (TIRE ROAD). 5. CLEAR WASTE D15PO5AL ARE, ONLY AS NEEDED. ON,r-I
G. MINIMUM 51DE SETBACK 15 10 FEET. G. ROUGH GRADE SITE. STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND 2" - 3" COARSE AGGREGATE ,
7. MINIMUM REAR SETBACK 15 10 FEET. CHECK DAMS, INSTALL CATCH BASINS AND CULVERTS WITH INLET AND BASE TO BE MINIMUM G" IN DEPTH O W
8. CURRENT ZONING 15 C-3. OUTLET PROTECTION, AND INSTALL SEDIMENT FENCE AS NEEDED. MAINTAIN PROPERY OWNER/DEVELOPER
9, SITE PARCEL ADDRESSES RANGE FROM 1301 TO 13 15 COMMERCE DRIVE, DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
NEW BERN, NC 285G2. THE PROPOSED 5TORMWATEK POND WILL BE 7. FINISH THE SLOPES AS SOON A5 ROUGH GRADING 15 COMPLETE. LEAVE ZACHARY TAYLOR W w
LOCATED ON THE PARCEL ORIGINALLY ADDRESSED 13 15 COMMERCE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH PO BOX 12000
DRIVE. IMMEDIATELY. NEW BERN, NORTH CAROLINA 285E I 10. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP 8. COMPLETE FINAL GRADING. SILT FENCE NOTES OFFICE: (252) 633-5 I OG
COMMUNITY 372054G900J, EFFECTIVE DATE: JULY 2, 2004, THIS 9. PERMANENTLY VEGETATE, AND MULCH. O
REPORT IN NO WAY 5UPEK5EDES THE ABOVE REFERENCED FIRM. 10. AFTER 51TE 15 5TADILIZED, REMOVE ALL TEMPORARY MEASURES AND AS KQ'D FILL SLOPE WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND CONSULTING ENGINEER
1 1 .TOTAL 51TE AREA IS 172.329 SF (3.9G AC). INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS. 1 4' MIN. p \ SHALL HAVE A MINIMUM OF G LINE WIRES WITH 1 2"
� THOMAS ENGINEERING, P.A.
12. TOTAL IMPERVIOUS AREA 15 NEGLIGIBLE . I I. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH m N STAY SPACING. P.O. BOX 1305 - 401 HOWELL ROAD % W
13. TOTAL DISTURBED AREA IS APPROXIMATELY O.G ACRES. 15 NOT ABLE TO BE GENERATED FROM THE 51TE SHALL BE OBTAINED FROM TEMPORARY CONSTRUCTION GROUND LINE 2. FILTER FABRIC SHALL BE A MINIMUM OF 30" IN NEW BERN, NORTH CAROLINA 285G2 V
14. PROJECT 15 HIGH DENSITY. AN APPROPRIATELY PERMITTED BORROW FACILITY. WIDTH AND SHALL BE FASTENED ADEQUATELY TO OFFICE: (252) G37-2727 FAX: (252) G3G-2448
15. NO 404 WETLANDS EXIST ON THE SITE. EXIT DETAIL THE WIRE AS DIRECTED BY THE ENGINEER.
I G. PROPOSED FUTURE WATER AND SEWER SERVICE BY THE CITY OF NEW MAINTENANCE SCHEDULE 3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL Fri
BERN. 12. ALL EROSION AND 5EDIMENT CONTROL PRACTICES WILL BE CHECKED FOR BE OF THE SELF -FASTENER ANGLE STEEL TYPE. A
17. PROPOSED ELECTRIC SERVICE BY PROGRESS ENERGY (LOTS G-8) AND BY STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING ^ 4. WOOD POSTS SHALL BE A MINIMUM OF O IN y
THE CITY OF NEW BERN (LOTS 1-5), RAINFALL EVENT, BUT IN NO CASE LE55 THAN ONCE EVERY WEEK. ANY O w HEIGHT AND 3" OR MORE IN DIAMETER. F1
18. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN. NEEDED REPAIRS WLL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES 05. WIRE FABRIC SHALL BE FASTENED TO WOOD W
19.ANY FUTURE ROOF DRAINS TO BE DIRECTED INTO THE ON-51TE AS DESIGNED, FINAL DRAWINGS
WIRE POSTS WITH NOT LE55 THAN #9 WIRE 5TAPLE5
STORMWATER SYSTEM. 13.5EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES m N FILTER FABRIC 1 -1/2" LONG. 20. LOT 8 OF THIS PROJECT 15 LOCATED IN THE TRENT ROAD OVERLAY WHEN STORAGE CAPACITY HAS B5 Released for permits only,
BEEN APPROXIMATELY 50% FILLED. z � 5 not released for construction.
DISTRICT. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SYSTEM NO LONGER ��\��\\� `
DRAINS PROPERLY
STRUCTURE DATA
STR.
TYPE
PIPE IN
INV. IN.
PIPE OUT
INV. OUT
RIM EL.
AD-4
AD-D
P-3
I G.00'
P-4
I G.00'
20.00'
AD-5
AD-D
P-4
15.50'
P-5
15.50'
20.00,
AD-G
AD-E
P-5
15.00'
P-G
15.00'
20.00'
AD-7
AD-E
P-G
14.50'
P-7
14,50'
19.50'
C5-2
CB-C
P-1
17.75'
23.00'
CB-3
CB-C
P- I
I G.85'
P-2
I G.85'
22.75'
C15-4
CB-D
P-2
I G.50'
P-3
I G.50'
22.85
14.5EDIMENT WILL BE REMOVED FROM BEHIND THE SEIMENT FENCE WHEN IT CO TEMPORARY SILT FENCE D
BECOMES ABOUT G INCHES DEEP AT THE FENCE. THE 5EDIMENT FENCE // ///// """"' r ""'
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. � � MWATER `,`' �yGINE��'%l i `�`C� ARO ''x W
15. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND`O' SS/ LJi
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO G" MIN. APPROVED
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. NORTH CAROLINA ENVIRMENTAL = = SEAL =y _ - EAL ii31 - 'Hk
I G. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED MANAGEMENT COWASSION - -Z C-438 c, ' = 101 7 - V
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY DIVISION OF WATERDUAI
PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL ?� ~' ` 1 O
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS Dale %n11/ J7 �� „ CAR�r' '` ,,, `�P W
�' O
(WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
1 7.30' VEGETATIVE BUFFER TO BE USED IN LIEU OF SILT FENCE, WHERE Seed Typle
APPLICABLE. Bahia, Pensacola Var.
18. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR Bermuda
MAI NTENANCFVEMERGENCY. Carpetgra55
Centipede
German Millet
Kobe Lespedezo
Tall Fescue
Totals
TEMPORARY
PERMANENT
Sep -Apr
May -Aug
Dry Sods
Wet Sods
Minimum A-pli ation Rate (Ib{ac)
30
25
30
25
25
0
50
50
25
25
20
50
I00
50
1 I5
100
PIPE DATA S°""
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
P-I
18 inch RCP
17.75'
16.85'
193'
0.47%
P-2
18 inch RGP
16.85'
16.50'
76'
0.50%
P-3
24 inch RCP
16,50
16.00'
105,
0,47%
P-4
24 inch RCP
16.00
15.50
104'
0.48%
P-5
24 ,nth RGP
15.50,
15.00'
104'
0.45%
P-6
30 inch RCP
5.00'
103
0,45%144.0
P-7
30 inch RCP
50
44
1.15%
P-Out
30 inch CMP
17.00
16.50'
52
0.96%
lerPw*No51nI0ii ncnc'rill
;r Iwl;
m�t,�,afior EXITING IT �
44664tom
6- `'JJI STORMWATER IMPRO E ENTS
n�r( for
1 �4AS
COMMERCE PARK II
av►�l ke,rt �°3�'
4- ,kN ji0Pt7 e41 OWNSHIP#8 CRAVEN COUNTY/NORTH CAROLINA
pew -snow. d .� SCALE: 11 DATE: 11 .23.20I O
PROJECT #: 20 10-0 18 SHEET: 02 of 04

SCHEDULE OF DRAWINGS
SHEET NAME
for
TOWN5HIP # 8 -CRAVEN COUNTY
NEW BERN, NORTH CAROLINA
HER KING JK. BLVD)
;ARTHY BL\'D
t P1QIi(.�f. D1,� AI -`
MANAGEMENT 'CMM
i;IVIaICX.t,- kr J.,
Date_. JGe��e�..JL
COMMERCE DRIVE
VICINITY MAP
/'.-500'
I COVER
2 EXISTING SITE
3 SITE PLAN
4 STORMWATER DETAILS
PROJECT REVISIONS
NO. Of5CRIPTION BY DATE
Tf POND 9fVI5ION5 JGT 12.03. IO
2 OUNN COMMENTS JGT l Z/ 6. l O
PROPERY OWNEPOEVELOPER
ZACHARY TAYLOR
PO BOX 1 2000
NEW BERN, NORTH CAROLINA 255G 1
OFFICE: (252) G33-5 10G
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWLLL ROAD
NEW BERN, NORTH CAROLINA 255G2
OFFICE: (252) G37-2727 FAX: (252) G3C,-2445
COPYRIGHT © 201 O BY THOMAS 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 RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
FINAL DRAWINGS
Released for permits only,
not released for unstructiol
�rinuu,riiii
`.GINS''.,
FOR SEAL
IlG
;o C-438
„ CAR
*1983i 11
r,,,,Hlli,,,
COVER
STORMWATER IMPRO\MMENT5
for
COMMERCE PARK II
1TOWNSHIP#8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINAI]
SCALE: AS SHOWN
DATE: 1 1 .23.20 1 0
Y
V
V
Y
V
Y
Y
PROJECT #: 20 1 0-0 16
SHEET: 01 of 04
4

T _ :ie.. i._:L - -- ...;.. y.-'- - ._--. -* a..L. , - , 1 . . ....... .,, _.- ..
DB 1038, PG 919
ZONED C-3
Sewer
PA
["111 i
PHASE
PLAT CAB. D r
SLIDE 463
I
w
�' W., Ig„
�RMAR, ET AL >- , uture Development
Proposed Stormwater and Site v Future Development o ` Future Development o w' Future Development w Future Development
2225, PG 1 65 - o ° ° Commerce Park D Commerce ark m � Commerce Park o o Commerce Park o Commerce Park
o Co erce Par
ZONED C-3 d Z Phase II, Lot 2 rk n' , & Phase II, Lot 4 j Phase II, Lot 5 ' � �'# Phase II, Lot 6
a m Phase II, Lot } °� Phase II, Lot 3 z' 1309 Commerce Drive m IN N
3 5 Co merce Rrive f 131 3 Commerce Drive ? ; 13 1 1 Commerce Drive 20 60 sf Z x 1307 Commerce Drive �� 1305 Commerce Drive
.,h z 24, 77 sf N 20, I05 sf 20, 134 sf - 20,185 sf zi ._ :' 20,2I I sf
Plat Gab. H Slide 120FN l ) Plat Cab. H, Slide 120E
Plat Gab. 11I Slide 1 20F ;-; _ _ �.q,„ ,Plat Cab. H, Slide 120E ,� ., , ., „�, ; a y,_> ,,Plat Cab. H, Slide 120E :Plat Cab. H, Shde 120E
FA
DB 2 153, PG 82 1
GENERAL NOTES
1. BOUNDARY INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
"SUBDIVISION - COMMERCE PARK PHA5E 11", DATED MAY 8, 2008,
PREPARED BY ATLANTIC SURVEY AND DESIGN, PA AND AS RECORDED IN
PLAT CABINET H. SLIDE 1 20F IN THE CRAVEN COUNTY REGISTER OF DEEDS.
DEED REFERENCE: DEED BOOK 2398. PAGE 182.
2. TOPOGRAPHIC INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
"TOPOGRAPHIC SURVEY - COMMERCE PARK PHASE II", DATED NOVEMBER
7, 2008 PREPARED BY ATLANTIC SURVEY AND DESIGN. PA. ELEVATIONS
SHOWN ON THIS PLAN ARE A55UMED AND BASED ON THE ABOVE
REFERENCED MAP.
3. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
4. MINIMUM FRONT SETBACK 15 25 FEET (COMMERCE DRIVE).
5. MINIMUM FRONT SETBACK 15 35 FEET (TRENT ROAD).
G. MINIMUM 51DE SETBACK 15 10 FEET.
7. MINIMUM REAR SETBACK 15 10 FEET.
8. CURRENT ZONING 15 C-3.
9. SITE PARCEL ADDRESSES RANGE FROM 1301 TO 13 15 COMMERCE DRIVE,
NEW BERN, NC 285G2. THE PROPOSED 5TORMWATFR POND WILL BE
LOCATED ON THE PARCEL ORIGINALLY ADDKE55ED 13 1 5 COMMERCE
DRIVE.
10. THIS PROPERTY SCALES IN ZONE X. PER FLOOD INSURANCE RATE MAP
COMMUNITY 372054G900J. EFFECTIVE DATE: JULY 2.. 2004. THIS
REPORT IN NO WAY SUPERSEDES THE ABOVF REFERENCED FIRM.
I I . TOTAL 51TE AREA 15 1 72.329 5F (3.9G AC).
12.TOTAL IMPERVIOU5 AREA IS NEGLIGIBLE .
13. TOTAL DISTURBED AREA 15 APPROXIMATELY O.G ACRES.
14. PROJECT 15 HIGH DENSITY.
15. NO 404 WETLANDS EX15T ON THE SITE.
I G. PROPOSED FUTURE WATER AND SEWER SERVICE BY THE CITY OF NEW
BERN.
17. PROPOSED ELECTRIC SERVICE BY PROGRESS ENERGY (LOTS G-8) AND BY
THE CITY OF NEW BERN (LOTS I -5).
15. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN.
19. ANY FUTURE ROOF DRAINS TO BE DIRECTED INTO THE ON-51TE
STORMWATER SYSTEM.
20. LOT 8 OF THIS PROJECT 15 LOCATED IN THE TRENT ROAD OVERLAY
DISTRICT.
TEMPORARY
PERMANENT
Sep -Apr
May -Aug
Dry Sots
Wet Sods
Seed Typle
Minimum Application Rate (Ib/ac)
B7 7, Pensacola Var.
30
25
Bermuda
30
25
Carpetgrass
25
Centipede
I 0
German Millet
50
50
25
25
Kobe Lespede:a
20
Tall Fescue
50
Totals
100
50
1 15
100
PROJECT SCHEDULING
CONSTRUCTION SCHEDULE
I . WORK INCLUDED IN THESE DRAWINGS 15 NOT TO BE COMPLETED PRIORTO
PROPER PERMIT DOCUMENTS BEING OBTAINED. THE CONTRACTOR
SHOULD NOTIFY THE ENGINEER IF QUF5TION5 ARISE CONCERNING PERMIT
STATUS.
2. CONTRACTOR 15 TO SCHEDULE AND HOLD PRECONSTRUCTION
CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
3. THE WORK AREA SHALL BE GRADED. SHAPED, AND OTHFRWI5E DRAINED IN
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.
4. COMPLETE SITE CLEARING AS NECESSARY.
5. CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
G. 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.
7. FINISH THE SLOPES AS SOON A5 ROUGH GRADING 15 COMPLETE. LEAVE
THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH
IMMEDIATELY.
8. COMPLETE FINAL GRADING.
9. PERMANENTLY VEGETATE, AND MULCH,
10. AFTER SITE IS STABILIZED. REMOVE ALL TEMPORARY MEASURES AND
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
I 1. 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
2. ALL EK05ION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
5TA13ILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL EVENT, BUT IN NO CASE LE55 THAN ONCE EVERY WI EK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
AS DESIGNED.
I3.5EDIMENT 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.
14.SEDIMENT 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 NECE55AKY TO MAINTAIN A BARRIER.
15. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED A5 NECESSARY. AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
I G. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAY5 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.
7. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR
MAINTENANCQEMERGENCY.
S. MARKET SQUARE A55C
DB 1168, PG 350
DB 1 172, PG 647
Commerce Park
Phase II, Lot 7
1 303 Commerce Drive
20,237 sf
'lat Cab. H, Side 1 20F
STRUCTURE DATA
STK.
TYPE
PIPE IN
INV. IN.
PIPE OUT
INV. OUT
RIM EL.
AD-4
AD-D
P-3
1 G.00'
P-4
1 6.00'
20.00'
AD-5
AD-D
P-4
15.50'
P-5
15,50'
20.00'
AD-6
AD-E
P-5
15.00'
P-6
15.00'
20.00'
AD-7
AD-E
P-6
14,50'
P-7
14.50'
19.501
CB-2
CB-C
23.00'
P-1
17,75'
C13-3
CB-C
P- I
16.85'
P-2
16.85'
22.75'
CB-4
CB-D
P-2
I G.50'
P-3
I G.50'
2 2.8 5
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
F-I
16 inch RCP
17.75'
16.85'
93'
0,47%
F-2
18 inch RCP
16.85'
16.50
70'
0.50%
P-3
24 inch RCP
6.50
16.00'
105'
0.47%
P-4
24 inch RCP
6.00
15.50'
104'
0.46%
P-5
24 inch RCP
5.50
15.00'
104'
0,46%
P-6
30 inch RCP
5.00'
14.50'
103,
0.48%
P-7
30 inch RCP
14.50'
14.00
44'
1.15%
P-Out
30 inch CMP
17.00
16.50'
52'
0.96%
W.wr.:]
Commerce Park
Phase II, Lot 8
1 301 Commerce Drive
26,717 sf
'lat Cab. H, Slide 1 20F
524' 1023 E
L-37 07 v 72 23
Z- 20 00 � � �{ `
LEGEND
SYMBOL
DESCRIPTION
Property Lines/Right of Way Lme5
_
Property Minimum Budding Lines
Parking Lot Centerlmes
ryY�
Existing Fire Hydrant
OExisting
Utilities
Proposed Storm Pipe
1`4
Pipe Call Out
01)
Pipe Outlet Protection
Proposed Vegetative Shelf
GRAPHIC SCALE
40 20 0 41
PROJECT REVISIONS
NO. DESCRIPTION
TE POND REVISIONS
2 DUNN COMMENTS
P�D
;5�5 3
By DATE
J6T 12.03. lO
JGT 12, 16, 10
W
PROPERY OWNER/DEVELOPER rT,
ZACHARY TAYLOR w
PO BOX 12006
NEW BERN, NORTH CAROLINA 28561
OFFICE: [phone]
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 tIOWELL ROAD
NEW BERN, NORTH CAROLINA 285G2
OFFICE: (252) G37-2727 FAX: [phone]
W
FINAL DRAWINGS
Released for permits only, ' w
not released for construction. Ul)
���iunnrr�r ��rr�' r 1
NN`% no I NE4 , 4� o f
= = EAL
SEAL : y _ �-V
F =2 C-438
rrrnn uU�N� rrrrllrci�
EXISTING SLE
I VKIVIVV/-\I CK IIVII'KVVCIVICN 15
for
COMMERCE PARK II
0WN5HIP#8 CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":40' DATE: I I .23.201 0
PROJECT #: 201 0-O 18 SHEET: 02 of 04

LEGEND
/ I I SYMBOL DESCRIPTION
tv COMMERCE PARK, INC. Property Lines/Right of Way Lines
�
\ / I PLAT CAPHASBI D / - - Property Minimum Building Lines
�hv161 /
� ( SLIDE 4G3 Parking Lot Centerlines
s9 9s ,1C.h RCP '- - Inv. I7.4
ss - ss - 5s - ss hN. 18s / �UQ Existing Fire Hydrant
�RM - - - ` - 55 - ss - 9s 8„ 24
Inv. S6' µ, ` P�yy 55 59 95 5 95 95
Y
w Rnv JJ
P \ W R/w � p/v✓ xnv NJ+ xAv R/JJ ihV Ww 'NW WJ✓ R/JRnN RNJ t.M2/JJ RN✓ W,N RhV w,N ww ww ww Ww ww Ww ww ww wv✓ ww � wW eN✓ ww wry ww �A' RM1N Wv✓ F/v✓ ww ft/JJ ww RM1� ww
w -- w w - w w w w w w w w- w w w w w w w w w w w w w - w w w w w w- w - w - w w w w w w w - w
58.G' wa 6____________________________e___-__- _-_-___-__6„Existing Utilities y
\ `-/ 0 Proposed Storm Pipe W
°v, l5l' O_MMERCE DR _ COMM RCE DR
ZACHARY TAYLOR _ \ - p - L=37.07'`524n 2 23' / P-a Pipe Call Out ^ n
�� (6O' PUBLIC � - I _ (60' PU LlC R/W) T
DB 1038, PG 9 19 ��� �- ` I o I °o I o° R=20.00'
ZONED C-3 6 �`- o r-- o Z o
Pax
Utility Boxes
Ex. Sewer Pump Station
10)
11 A
\1 \ r
/ AFMAR, ET AL
/D5 2225, PG I G5 o m\ \
/ ZONED C-3 <�
/ F y
N1 i
m oz
Pond / \
I
/ 1 i
-L=121.52 -
_ - - - _ - - .-
- -e��«� C V �-
�L
_
- _ s a c s
m I,h
- - - -
-
- - - - - - ---_-__-_--
-
-
_ _ _ -----
_ -_ - _ _
'
_
R= 505.00'
\
50'0200"E 787.78'
103.50' `�
- _ 103.50,
103,50'
103.50'
-23
-_ O'
3.6�'
138.95'
�
�
/ ✓ h.iC.1 (hh
/h
I
i
--
f
20.)
\
: J'...
r,l,l '1"r,__.
RISER
'-_ 2\ --__ ____ -_...
Z,L/ _.lam
�G
-\ --1
�. _i-__ __ ______ ____ _-
_-. _--_
\
S1Stormwater Wet
Detention Basin
P Area = 6, 0 sf
1
1
w
Future Development o
- Future Development
p
o
o
Future Development
p
w
�1 X
( Future Development
Future Development
Future Development
Future Development
`
1 I
9
Commerce Park ro
Commerce Park
v
Commerce Park
o
o
o
Commerce Park
o
Commerce Park
o
Commerce Park
o
Commerce Park
59'
n
Phase II, Lot 2 m
m Phase II, Lot 3
m
Phase II, Lot 4
v
�( Phase II, Lot 5
00
Phase II, Lot G
o
m
l Phase II, Lot 7
o
Phase II, Lot 8
1 1-
Y
13 13 Commerce Drive
1 3 1 1 Commerce Drive
1 309 Commerce Drive
20, 1 GO 5f
z
m
1 307 Commerce Drive
a,
10
1 305 Commerce Drive
��
`3
m
-
303 Commerce Drive
N
m
30I Commerce Drive
Z2
\
r
20, 108 5f
20, 1 34 sf
\ 20,185 5f
z
20,2 1 1 sf
z
20,237 5f
2G,71 7 5f
_ -
1 1
Plat Cab. H, Slide 20F
Plat Cab. H, Slide 120E
Plat Cab. H, Slide 120E I
Plat Cab. H, Slide 1 20F
Plat Cab. H, Slide 1 20F
Plat Cab. H, Slide 20F
Plat Cab. H, Slide 120E
11. 11 F r\bay
I
fI
%
1
�l
CB 4
CB 3
CAD BON
103.50'
P-5
--I 03.50'
41
PA.
- _ _ 103.50' FON
P-3
P-BOX E! III_
! 103.50'
P_p
P-
\
--
109.00 e UGE
e FON
103.50'
1
103.50' Iiii
/ FON Pipe Outlet Protection
FeCbN/ T� ,
' 1Jdddd�, \_FON Proposed Vegetative Shelf J h
`FON
NNU-i
Ito /in
� ZZ�
FOfo/
�FqN � M y �✓
//FON / c�
l /1r
FON I/�� •
UGE V H
_-- - - - _ _ - - - - NO 0015 E 832.G 1 - 55 �,
f- - - - - - - - - - - - - - - - - - - - - -P-BOX - _ - - - AID-5 ,tp \
55 55 55 SS
F, BOX
SS 55 55 SS /
8„
1r
\-AD-6
\
AD-7
-23'- UG
1 II
J
/
Ram of Eastern NC, LLC
DB 2 153, PG 82 1 1 ROBERT E. * EVELYN DUNN
5. MARKET SQUARE INC.
DB 1 1 1 4, PG 424 I
DB 1 1 380
PG60
ZONED C-3
72,
DB 11, PG G47
ZONED C-3
/
GRAPHIC SCALE
P.C. D
5L. 43
Z
40 20 O 40
GENERAL NOTES PROJECT SCHEDULING
PROJECT REVISIONS
NO
SC
I .
BOUNDARY INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
CONSTRUCTION SCHEDULE
"SUBDIVISION - COMMERCE PARK PHASE II", DATED MAY 8, 2006,
1 .
WORK INCLUDED IN THESE DRAWINGS 15 NOT TO BE COMPLETED PRIOR TO
PREPARED BY ATLANTIC SURVEY AND DESIGN, PA AND AS RECORDED IN
PROPER PERMIT DOCUMENTS BEING OBTAINED. THE CONTRACTOR
PLAT CABINET H, SLIDE 1 20F IN THE CRAVEN COUNTY REGISTER OF DEEDS.
SHOULD NOTIFY THE ENGINEER IF QUESTIONS ARISE CONCERNING PERMIT
DEED REFERENCE: DEED BOOK 2398, PAGE 152.
STATUS.
2.
TOPOGRAPHIC INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
2.
CONTRACTOR 15 TO SCHEDULE AND HOLD PRECON5TKUCTION
"TOPOGRAPHIC SURVEY - COMMERCE PARK PHASE II", DATED NOVEMBER
CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
7, 2008 PREPARED BY ATLANTIC SURVEY AND DESIGN, PA. ELEVATIONS
3.
THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN
SHOWN ON THI5 PLAN ARE ASSUMED AND BASED ON THE ABOVE
SUCH A MANNER AS TO MINIMIZE SOIL EROSION, SILTATION, OF DRAINAGE
REFERENCED MAP.
CHANNELS, DAMAGE TO EXISTING VEGETATION, AND DAMAGE TO
3.
CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
4.
MINIMUM FRONT SETBACK 15 25 FEET (COMMERCE DRIVE).
4.
COMPLETE SITE CLEARING AS NECESSARY.
5.
MINIMUM FRONT SETBACK IS 35 FEET (TRENT ROAD).
5.
CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
G.
MINIMUM 51DE SETBACK 15 10 FEET.
G.
ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND
7.
MINIMUM REAR SETBACK 15 10 FEET.
CHECK DAMS, INSTALL CATCH BASINS AND CULVERTS WITH INLET AND
8.
CURRENT ZONING IS C-3.
OUTLET PROTECTION, AND INSTALL SEDIMENT FENCE AS NEEDED. MAINTAIN
9.
SITE PARCEL ADDRESSES RANGE FROM 1 301 TO 1315 COMMERCE DRIVE,
DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
NEW BERN, NC 285G2. THE PROPOSED STORMWATER POND WILL BE
7.
FINISH THE SLOPES AS SOON AS ROUGH GRADING 15 COMPLETE. LEAVE
LOCATED ON THE PARCEL ORIGINALLY ADDRESSED 1 31 5 COMMERCE
THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH
DRIVE.
IMMEDIATELY.
10.
THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
6.
COMPLETE FINAL GRADING.
COMMUNITY 372054G900J, EFFECTIVE DATE: JULY 2, 2004, THIS
9.
PERMANENTLY VEGETATE, AND MULCH.
REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
10.
AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
TOTA SITE AREA IS 172 329 SF 3 9G AC
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS
DE RIPTION DAT
l TE POND REVlS/ONJG E
S T / 2.03. / O
2 111 COMMENTS JGT 12. l6. l0
L
I � J
W•
PROPERY OWNEP/DEVELOPER
ZACHARY TAYLOR W
PO BOX 1 20OG
NEW BERN, NORTFI CAROLINA 285G 1 ^
OFFICE: (252) G33-51 OG F�
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 -0 HOWELL ROAD
NEW BERN, NORTH CAROLINA 28562
12, TOTAL IMPERVIOUS AREA IS NEGLIGIBLE. '" I I. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH OFFICE: (252) G37-2727 FAX: (252) G3G-2446
13.TOTAL DISTURBED AREA 15 APPROXIMATELY O.G ACRES. 15 NOT ABLE TO BE GENERATED FROM THE SITE SHALL BE OBTAINED FROM Q
14. PROJECT IS HIGH DENSITY. AN APPROPRIATELY PERMITTED BORROW FACILITY.
15 I PtAatl�aT. QN Tt1E 6t7E. r
16.PROPO 'P� FUTURE WATER AND SEWER SERVICE BY THE CITY OF NEW MAINTENANCE SCHEDULE
BERN. 1 2.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
17. PROPOSED ELECTRIC SERVICE BY PROGRESS ENERGY (LOTS G-6) AND BY STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING
THE CITY OF NEW BERN (LOTS 1-5). RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
16. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
9 I t iaQE FrfJ AIN ,TQNdE DIRLCT4Q INTO THE QN-51TE AS DESIGNED.
l�{CRAER. 13.5EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES
20. LOT 8 OF THIS PROJECT IS LOCATED IN THE TRENT ROAD OVERLAY WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
DISTRICT. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SYSTEM NO LONGER
DRAINS PROPERLY.
1 4.5EDIMENT WILL BE REMOVED FROM BEHIND THE 5EIMENT FENCE WHEN IT
TEMPORARY
PERMANENT
Sep -Apr
F May -Aug
Dry 50115
Wet 50115
Seed Typle
Minimum Application
Rate (Ib/ac)
Bama, Pensacola Var.
30
25
Bermuda
30
25
Carpetgra55
25
Centipede
10
German Millet
50
50
25
25
Kobe Lespedeza
20
Tall Fescue
50
Totals
100
50
1 15
100
PIPE DATA
PIPE
DE5CRIPTIOP;
I INVERT EL
OUTLET EL.
LENGTH
SLOPE
P- I
18 mch RCP
17,75'
I G.65'
193'
0,47%
P-2
18 mch RCP
I G.65'
I G.50'
70
0,50%
P-3
24 mch RCP
1 GSO'
16.00'
105'
0,47%
P-4
24 mch RCP
I G.00'
15,50'
104'
0,46%
P-5
24 mch RCP
15,50'
15,00'
104'
0,46%
P-G
30 mch RCP
1 5.00'
14.50'
103'
0.48%
P-7
30 mch RCP
14.50'
14.00'
44'
1 1 5%
P-Out
30 mch CMP
1700
I G.50'
52'
0.9G%
BECOMES ABOUT G INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
1 5.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
STRUCTURE DATA
STR.
TYPE
PIPE IN
INV. IN.
PIPE OUT
INV. OUT
RIM EL.
AD-4
AD-D
P-3
I G.00'
P-4
I G.00'
20.00'
AD-5
AD-D
P-4
15.50'
P-5
1 15.50'
20.00'
AD-G
AD -If
P-5
15.00'
P-G
15.00'
20.00'
AD-7
AD-E
P-G
14.50'
P-7
14.50'
19.50'
C15-2
CB-C
P- I
1 1 7.75'
23.00'
CB-3
CB-C
P- I
I G.85'
P-2
I G.85'
22.75'
CB-4
CB-D
P-2
1 G.50'
P-3
I G.50'
22.85'
W�
FINAL DRAWINGS a
Released for permits only, '^ •
not released for construction. V1 Z
tLLLIIIIIf I(III `Lttl tlllll(11 `, w
oRA��'': ° ES Ion f y = W
SEAL = v _ to AL
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO 2z C-438 a
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ` O �-
I G. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED CAR�r`"
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY 983i T�o�`�.
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 I
OR DEVELOPMENT. SITE PLA H
1 7.MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR
MAI NTENANCE/EMERGENCY.
STORMWATER IMPROV ENT5
for
COMMERCE PARK II
OWN5HIP#8/NEW BERN/CRAVEN COUNTY/NORTH CAROLIN
SCALE: 1 ":40' DATE: 1 1 .23.20 1 0
PROJECT #: 201 0-018 SHEET: 03 of 04

- - - m
R=505.00'_--_---
27.83'
\ J 1s
-C. 'oBv:O
__-
o�g' o Stormwater Wet
I1
Z_ ',
1
11
Detention Basln
/
1
�`
P Area = 6,650
0
1
un
i
__A. a
w
o
0�
R
_v
1
59'I
8
s
,
ISM
I
�
4
i
I \ 1 \ a
- --
r
\
-
I
1 1
\
co
Frye
P.C.�D 1 I'
---------
5 L. 4 33 1
20 10 0 20
T+2A5H RACK WITH
ANTI -VORTEX PLATE $ TRASH
GUARD
STRAP
8" PVC SCH. 40 -jtill
-I - 30" CMP 52LF W/OP
17.CY" NV. If 17.0'
OUT. EL. I G. 5'
6" PVC TEE --
EL. 1 5.0' 8" STUB
CAULK OR SEAL -48" BCCMP
ORIFICE CAP WATERTIGHT PIPE
F
-GONG. SLAB EL. 1 3.0" +/-
�12 _ a
POND
a -GONG. SLAB
10'-0"
OUTLET STRUCTURE DETAIL
Y oy
I O' Ve . Sheli
MIN. 411 TYP. Pond Graded Sol!
2" Modified .`oil
TRASH RACK DETAIL 50IL MODIFICATION
I
PI Sw Ar
PI
5w Ar PI Sw
Ar - Z �
2 Sw Ar PI
Sw
w Ar
Ar PI 000
W
L
Pi 2 �
0
Ar Pr 5w
Ar
P1 Sw Ar PI
5w
VEGETATIVE
SHELF
PLANTING DETAIL'TYP.)
`:5'
INLET PIPE
1
f 3.0' �­ 9.0' -"f` 10.0' --t~- 10.5 -(~ 24.0' may- 7.5' --I-- 7.5' --1~ 86.0' T 10.5' 1-- 5.0' --ice 5.0' -I` 9.0'-I-3.0'--t
� D
BERM (FREEBOARD) EL.: Z"'.5' I /
TpM �acr sro�ACE EL.: i s:a
----
/\\/\/\\/\/\/\\/\ \-----o------------------------------------- ------ - )o---- //✓/ /\/✓/.✓/\/j\//\l
oP vecerArec EL
/// ////// ///////j/ x -- I _. + Herr re i e - 7_a - �Bo oM VEGETATeD snI EL 6 5\
\\/\\/1\/��\/\\/\\/\\/�\\/�\\/�\\/�\\/\\��\\f�\\/�\\ \\�\//�\j\\//�\/j�\
4" x 8" EINT
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ JOINT
/\//\\/J\\\\\\\\//\//\//\`//\// /// // // // ///\//\//\//\//\//\//\/l/\//\//\/////\//\//\//\/
\/!\\��\//\\//\\//\\//\\//\\/\\//\\//\\//� /\; \\/,F\\/j\\/j 1 /4„
,SEDIMENT CLEANOUT EL.: 1 o.s\/\\/\\/\\/\\ \\/\\ \\/\\/\\/\\/\/
\\j\y\\j\\j\\j\\j\\j\\j\\j\\j\//\//\//\ /\//\//\//\////�//////i✓//// /i /i /%/i /i !%/�//i✓ / /i /i /r. /.:/i✓%/i ///`/%/J�/i\9///i//i//i//i//i//i//i//i//i//i//i//%//i , //i,//i//i//i /,. 6
CRO55 SECTION 11A-A - POND LONGITUDINAL
I I I I I I I I I
9.0' -1- I O.0' __T_ 10.51 -I 49' 10.51 1- 50' may-- 5.0' 9.0'
CRO55 SECTION "B-B"
-- , ,, 6,
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.
2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINISHED GRADE THROUGH THE
PLACEMENT OF 1 2" OF MODIFIED SOIL. THI5 SOIL SHALL BE MODIFIED TO INSURE A 501L
PH OF APPROXIMATELY G, WITH A MINIMUM OF 1 0% 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 SITE TOP501L PRIOR TO POND GRADING
ACTIVITIES FOR THE PURPOSE OF TOP DRESSING 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 I ST. IT 15 RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF
PLANTINGS BETWEEN APRIL I ST AND AUGUST 3 15T.
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 BASIN AND VEGETATIVE SHELF 15
MAINTAINED ACCORDING TO THE OPERATION AND MAINTENANCE FROCEDURES 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".
_. Volumes (ft3) Areas (ft2)
Forebay Pond Total Forebay Fond Total
.. _ft3 '_ft3 '-"fti3 _..ft2 ft2 ft2
Temporary 5torage (El. 1 9) 3468 9753 13251
4666 13570 18245
s
Top of Vegetated Shelf_ (El. 17.5) �_ � �� Ly � 2753 8322 11075
1201 3781 498I
Permanent Pool (El. 1 7) a -'tih, 205C G800 8850
6G6 3041 3310
Bottom of Vegetated Shelf (El.G. 5) a = r 1423 5365 6788
5610 249GG 3057G MEIERn
Top of Sediment Off I. 0.5) n r v_ 447 2957 3404
Totals 12345 45367 5771 1
Percentages 19% 8 I % I
POND VOLUMES
3-D POND GRADING ISOMETRIC
BRICK MAY BE USED TO
ADJUST FRAME * COVER
TO SURFACE ELEV. MAX I'
d, -aOUTLET PIPE
0
SECTION X-X
BRICK MAY BE USED TO ADJUST
FRAME B COVER TO 5U RFACE
ELEV. MAX I'
L'�i�' 7. i■ i■
■ • ME M�
■ �■ ■
■ u uu wool
C
IL� N
SECTION C-C OF, D-D
OUTLET ELEVATION
DIMENSIONS FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS
COVER
DIMENSIONS
TYPE
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
A
B
AD -A
1 2"
Z-O"
2'-0"
2'-3"
12
3'-1 "
3'-4"
3'-4"
AD-B
1 5"
Z-0"
2'-0"
2'-G"
12
3'- 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'-0"
3'-0"
3'-3"
1 G
4'- 1 "
4'-4"
4'-4"
AD-E
30"
3'-4"
3'-4"
3'-9"
16
1 4'-5"
T-8"
4'-8"
AD-F
30
4'-0"
4'-0"
4'-3"
20
5'-1 "
5'-4"
5'-4"
AD-G
42"
4'-8"
4'-6"
4'-9"
22
5'-9"
0-0"
G'-0"
AD-H
46"
5'-0"
5'-0"
5'-3"
24
G'- 1 "
G'-4"
G'-4"
AD -I
54"
5'-G"
5'-G"
5'-9"
2G
0-7"
G'- 1011
G'- 101.
AD-J
GO.
G.-O.,
0-0"
G'-3"
28
T-
7'-4"
T-4"
AD-K
GG"
G'-G"
6'-G"
G'-9"
30
7'-7"
T- 0"
T- 0"
AREA DRAIN NOTES
I . MORTAR JO'.N 5 TO BE 1 /2" TO 1/8" THICK,
2. CLA55 "B" CONCRETE TO BE U5ED THROUGHOUT.
3. U5E TYPE "E", F" AND "G" GRATES UNLESS OTHERWISE
INDICATED.
4. JUMBO BRICK':'✓ILL BE PERMITTED. CONCRETE BRICK OR 4"
SOLID CONCRTE BLOCKS MAY BE USED IN LIEU OF CLAY
BRICK.
TYPICI\L AREA GRAIN
L
S
PROJECT REVISIONS
NO, DE5CRIPTION 6Y DATE
Tf POND Kf1/l5/ON5 JGT 12.03. lO
2 DUNN COMMENT5 JGT 12. l 6. l O
W
PROPERY OW NER/DEVELOPER rT,
ZACHARY TAYLOR w
FO BOX 1 2COG
NEW BERN, NORTH CAROUNA 265G I
OFFICE: 252 633 5 06
CONSULTING ENGINEER
THENGINEERING, P.A.
BOX 1
P.O. BOX 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G2
OFFICE: (252) C37-2727 FAX: [phone]
FINAL DRAWINGS
Released for permits only, ' w
not released for construction. Ul)
` `i`ilii�t Ltrrirrr r CA��irrrr
GINS L
,O
qt „r�
o ,�o4tP , v
SEAL a C-438 oi47\�
- -o ¢ -, 0
rrrrrr* 19 B 3 *ll t` Irrrr T��xxti ►My�,
/1P�11Ill�l� 1 1
5TORMWATER D TAILS
TO M S WATE I P R R M ROVEMENTS
for
COMMERCE PARK II
OWN5HIP#6/NEW BERN/CRAVEN COUNTY/NORTH CAROLIN
SCALE: AS SHOWN I DATE: 1 1 .23.201 0
r
PROJECT #: 201 0-01 8 1 SHEET: 04 of 04

SCHEDULE OF DRAWINGS
SHEET NAME
I COVER
2 EXISTING SITE
3 SITE PLAN
51Tf 1MP90VfMfA1T5 I A X
4 DRAINAGE # EC PLAN
5 DETAILS
i3ECEIVEC
for LA�11)(11YUnIFF*M.N.
Dar, Q 7 2010
1VAthiiv3'G4Rd1�1Nl1G.I'vr � �1 C�
CA 90 11\1A HOMf MfL91CA k
F F•;
H l\
z aVc�
M
PROJECT REVISIONS
A T COMMfgCf PA NO. Of5CR/PRON BY DATE
TOWN5HIF # 6 - CRAVEN COUNTY
NEW BERN, NORTH CAROLINA
OWNEWDEVELOPER
DDJ INVESTMENTS, LLC
203 BROOKVIEW DRIVE
JACKSONVILL, NORTH CAROLINA 28540
OFFICE: (252) 5 1 4-04C I J
RALEIGH CONSULTING ENGINEER W
® THOMA5 ENGINEERING, P.A. O
P.O. BOX 1309 - 401 HOWELL ROAD
NEW KERN, NORTH CAROLINA 28562
OFFICE: [phone] FAX: [phone] rT, Fill
CHARLOTTE
NEW a U 5 H WY 17 77ICI z
COPYRIGHT © 2010 BY THOMAS ENGINEERING P.A.
(MARTIN LUTH ER KING J R. BLVD) ALL RIGHTS RESERVED. THESE DRAWINGS ARE
11111111111111111111 WillINSTRUMENTS OF SERVICE AND AS SUC REMAIN
—�` � �_�— THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER TH15 DOCUMENT NORANY PART OF TI-115 O
__ --- DOCUMENT MAY BE REUSED, REPRODUCED OR H
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
NORTH CAROLINA McCARTHY BLVD ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMI55ION IN
�\ WRITING FROM THOMAS ENGINEERING P.A.
o FINAL DRAWINGS
Released for permits only, ' ^ •
not released for construction. V J
3;GINE '., `,. g CA o f
F @ SEAL 2 9 = =4 E L
C,-438_ _ 1 47
SITE COMMERCE DRIVE 1"9B'3
COVE
TKENT ROAD
SITE IMPROVE E TS
(5 K 1 2 78) for
CAROLINA HOME MEDICAL
VICINITY MAP AT COMMERCE PARK II
/°-500' OWNSHIF#8/NEW BEP.N/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN DATE: 1 1 .29, 20) 0
PROJECT #: 201 0-01 8 1 SHEET: 01 of 05

. iT

,.� :I 1 ,. .. i
55
Water Main Tap
- w,v- w�-ew- wa-w,v� ww-vn,-wa,-w+,-ww-ww-ww-ww-ww-rthv-ww wa-w,v- ww- ww-wH-ww-wx-ww-wa-ww- wa� env- wa•-wa•-ww-ww- ww-w++ vm•- w,v-w,v-ww-ww-ww-ww-w.v-ww- pnv-w,v- w++- vou-rnv-w.v-w.v-w+v- w•,- Rnv-
-W -w ,v -w -w -w -w -w w -w -w -w -w -w -w -w -w -w -w -w -w -w -w -w -w -w -w w w -w -w w -w - w -w -w -w -w -w -w w -w -w w -w -w -w
_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _
-____ _ _ 1 1/2"ServiceLine(Drybore) _____6"_
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V - - - - - - - - - - - - - - - - - - -
C0
COMMERCE DR
- - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - UghtPole to - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /
Require Relocation
_ _------------------------------------- _
Service line connections to be made l
so°oz'oa'E 787.75'j Air when future meters are needed
-
03.50' 103.50' 345.95'
O' 5L TYP.
1 f- -- -� --- -- _ \
0-10
tc I-)
AD-2
1 1I NJ 01 1
I Q \
n I me t Deve op j Future Development w I I \
coerce Park o
,e II, Lot 4 Q I Commerce Park °o I I \ I \
ummerce Drive Phase 11, Lot 5 u°J -
), 160 sf 10 1307 Commerce Drive °
H, Slide 120E \ 20,185 sf
Plat Cab. H, Slide 1 20F
O
\ \ I Proposed Offic Building rive -Through
\ I 1 4,400 sf+/- \\ Canopy
\ O 80 x I \ 0' \ F.F.E. = 21.75' \
\ I
\ 1 \ \ 7 / N • \ i/
/ e
I Ox 15' Enclosed I \ I \
Dumpster Pad
a
CO
/ V�
A - rnJ
N
,
_-...._-----J
1 • FON
P-4A I / P-3A P-2
/P-Box _ - 10' MBL - - --
FON
103,50' - I 103.50' CB-3 3 1 G.Oo' mmk- - UGE
_ _ _ _ 55 _ , No°oe 1 s e� .e 1' 55 55 5 55 55 55 55 55 SS 55 5S 55 55 SS SS 55 55 +
\ _ _ Elec. Box to SS S5 5S
\I - - - - Require Relocation P-Box 8 / 6
�) CD-4 - - - _ G" Sewer Service Tap
II P-3 - - - \ FON
IIr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -) r - - - - - - - - - -- _ _ _ - - - - - - - - - \ //
I -23'' -_ UGE
I S. MARKET SQUARE ASSOC. INC. _ _ _ I - /
- - - - - - ( i DB I I G8, PG 350 0 /
DB 1 172, PG G47
S ZONED C-3
I I I I I
GENERAL NOTES
I . BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP ENTITLED "SUBDIVISION
- COMMERCE PARK PHASE II", DATED MAY 8, 2005, PREPARED BY ATLANTIC
SURVEY AND DESIGN, PA AND AS RECORDED IN PLAT CABINET H, SLIDE 1201' IN
THE CRAVEN COUNTY REGISTER OF DEEDS. DEED REFERENCE: DEED BOOK
2398, PAGE 182.
2. TOPOGRAPHIC INFORMATION 15 AS PROVIDED ON THE MAP ENTITLED
"TOPOGRAPHIC SURVEY - COMMERCE PARK PHASE 11", DATED NOVEMBER 7,
2005 PREPARED BY ATLANTIC SURVEY AND DESIGN, PA. ELEVATIONS SHOWN
ON TH15 PLAN ARE ASSUMED AND BASED ON THE ABOVE REFERENCED MAP.
3. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
4. MINIMUM FRONT SETBACK IS 25 FEET (COMMERCE DRIVE).
5. MINIMUM FRONT SETBACK 15 35 FEET (TRENT ROAD).
G. MINIMUM SIDE SETBACK IS 10 FEET.
7. MINIMUM REAR SETBACK 15 10 FEET.
8. CURRENT ZONING IS C-3.
9. SITE PARCEL ADDRESSES RANGE FROM 1 301 TO 13 15 COMMERCE DRIVE, NEW
BERN, NC 285G2 AS MAPPED. THE PROPOSED BUILDING 517E IS A
COMBINATION OF LOTS G TO 8 AND WILL SHARE THE COMMON ADDRESS OF
1 301 COMMERCE DRIVE.
10. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
COMMUNITY 372054G900J, EFFECTIVE DATE: JULY 2, 2004, THI5 REPORT IN
NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
1 1. TOTAL SITE AREA IS G7, I G5 51' (1.54 AC).
12. TOTAL IMPERVIOUS AREA 15 55,700 SF (1.28 AC).
13. PROJECT 15 HIGH DENSITY.
14. TOTAL DISTURBED AREA 15 ROUNDED UP TO 2 ACRES.
15. NO 404 WETLANDS EXIST ON THE SITE.
I G. STANDARD PARKING SPACES = 8G, HANDICAP PARKING SPACES = 4. TYPICAL
SPACE DIMENSIONS AS PROVIDED ARE 9' WIDE X I & LONG.
17. PROPOSED FUTURE WATER AND SEWER SERVICE BY THE CITY OF NEW BERN.
15. PROPOSED ELECTRIC SERVICE BY PROGRESS ENERGY (LOTS G-8) AND BY THE
CITY OF NEW BERN (LOTS 1-5).
15. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN.
20. ALL ROOF DRAINS TO BE DIRECTED INTO THE ON-51TE 5TORMWATER SYSTEM.
2 1 . THI5 PROJECT 15 LOCATED IN THE TRENT ROAD OVERLAY DISTRICT.
22. CURB TO BE INSTALLED AS "SPILL" WHERE INVERTED CROWN SECTIONS ARE
UTILIZED. 5EE GRADING PLAN FOR DETAILS.
23, INFORMATION ON EXISTING WATERLINE (G") AS SHOWN WAS OBTAINED FROM
THE CITY OF NEW BERN ENGINEERING DEPARTMENT.
J\/
SEENA=►�
N
TYPICAL PA VfMENT SECTION
1 .5" 517 9.5A ASPHALT TOPCOAT
G" CABC COMPACTED STONE
COMPACTED SUITABLE MATERIAL
W
Q Lu
Z Z
a
VARIE5 DING PAN
5�
TYPICAL INVERTED CROWN SECTION
TYPICAL FA V fMENT SECTION
1.5 5F 9.5A ASPHALT TOP COAT
CABC COMPACTED STONE
COP."PACTED SUITABLE MATERIAL
LLI
r/�FON /
•�.�--FON
18.8�FON/
Fut. Sign Location
rV ( \
N �(
/V
O
(On
I\ /
v �
n /B-I U)
r
FON'/
FON /
ON
N
/
/ n
F/N /
/ • UGE /
x/
TEMPORARY
PERMANENT
Sep -Apr
May-Auo
Dry 50115
Wet 50115
Seed Typle
Minimum Apphcation
Rate (lb/ac)
Bahia, Pensacola Var.
30
25
Bermuda
30
25
Carpetgrass
25
Centipede
10
German Millet
50
50
25
25
Kobe Lespedeza
20
Tall Fescue
50
Totals
100
50
I I S
100
VARIES - SEE GRADING=�
TYPICAL PAVEMENT SECTION
LANDSCAPING DETAIL
Trees
5ym.
Quant.
4
Cmmmon Name
N'_rtaf, Oak
Min. Caliper
2"
Q
T'
Trdert Maple
2"
5hrUb5
5ym.
Quant.1
Ccrnmon Name
Spacing
As Shown J
As Shown
10q2A
'v,ar Yaupon
�
3OXNCOd
1sscrted
Holly
As Shown
I ro, doover
Sym. Quant.
Comr,on Name
Gassed Groundcover
Spacing
-
5:-a'mMulched Area
'
LEGEND
SYMBOL
DESCRIPTION
PG.
DET.+
#
Property Lines/Right of Way Lines
_ ,^
I
if
- - - .
Property Minimum Building Lines
Buildings
-_-q--p--
Parking Lot Centerlines
yU<D
Exsting Fire Hydrant
M
e
Proposed Water Service
5
W I
c'I
Proposed Waterline (SDR 2 1)
_
:y
- -
SExisting
Sewer Manhole
- 55 _-
Exi5tirg Sewer Main/Force Main
_
D- -
Proposed Sewer Service
5
-------
Proposed G" Sewer
P4
r
Q
Proposed Storm Pipe
r••1,
Q
Drainage Arrows
a
M
i l
r �
f�
.-
,
F-#
Pipe Call Out
EC2
0
Silt Fence
5
o-o
Limits of Disturbance
- LD -
EC3
L
y
M
�)
93
Temporary Inlet Protection
5
®
Temporary Check Dam
Pipe Outlet Protection
EC I
y
Ph
y
In
Temporary Construction Entrance
5
OExisting
Utilities
Proposed Grassed Cover
Straw/Mulch LArea5
`J
F"
%„
7Proposed
Proposed Trees
n
Y�
f1
GRAPHIC SCALE
;
P.C. D
20 10 0 20 5L.4 3'
PROJECT REVISIONS
NO. Df5CR1PrION BY DATE
i
OWNER/DEVELOPER rT�
DDJ INVESTMENTS, LLC
203 DROOKVIEw
CA DRIVE t
JACKSONVILL, NORTH CAROLINA 28540 '
OFFICE: (252) 5 1 4-04G
Ile
CONSULTING ENGINEER
TENGINEERING, P.A.
P.O.. BOX BOX 1309 - 401 HOWELL ROAD
NEW KERN, NORTH CAROLINA 285G2
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
FINAL DRAWINGS
Released for permits only,
not released for construction.
.N�uuu,,,r
,•``�yGINE�;' AaoC
SEAL = y = - a AL \Q�
?a C-438 ¢ = 10147 W -
CO1~`
AR.
1111111,110" fill
SITE PLA
SITE IMPROVEMEN S
for
CAROLINA HOME MEDICAL
AT COMMERCE PARK II
OWN5HIP#8/NEW BERN/CRAVEN COUNTY/NORTd CAROLIN .
SCALE: 1 ":40' DATE: 1 1 .29.20 1 C
PROJECT #: 2010-018 SHEET: 03 of 05
7
_ r : 77 r - - ---
I t
i I

Inv. o.L)l
- ss - ss
- 55 55 55 55 55 55 55 55 55 55 55 55 55
Water Main Tap
un, wW- ww- ww- wW ww- erW- wW wW wWwW-'w�wWRrv.wW wW wW-wW-wwwW-ww w++-w.vwWwW-ww-wW� wW Rn+-wWwW- w++- wW=ww�ww-ww-wW ww wWw++-wW- ww wW-wW-wW-ww-ww-w,v-ww-w,v-wW- w�,-RW-�,-
W W = -W =-W -W W W - w _ µ' �µ' _ µ' _ W a _W W - W .............
W W _ _ -W = W
- - - - - - - - - - - - - - - - - - - -_ - - - -_ _ _ _ _ _ __ I I/2" Service Line (Dry -bore) 611 -_ - �{ - -_ -_ -_ _- -_ - _
{-" -- -�
o
_ COMMERCE DR
U
Y;
C�O'PUBLIC I�/W) R=20M' 10
L=37.07'
/�l
22.Io' Light Pole to
zz.2°' Require Relocation zl.7s 21.60'
__ _ __________ ---Eft=-LJJ- �_-= ---Fp=--- - - - _-- ---
Service line connections to be made (�
`ON
so°oz'oo"e 787.78' ` when future meters are needed_ / FON
so' 103.5a 3 0 3 3as. s_ - 3 3 - \ \°!� -F�
D- I ` l \I 1
23 7 22.75' 22.75' 22.7s' O O 22.251 I O O \2�U22.753 I lO I \ �nv.l 8.8�FON
- 23.00'2i22.25' 33 OO a Fu .Sign Location)/ U, / I0 BL TYP. I o'3 23.Oa 23.00' ------ 2 I I N / \^l ,
2 OO V
2
22.75' 023.00' '022.75' - - - --022.75' 1
\ \ 1 O 2 3/ / / / C
23.50' 23.40' / // 23.50' \ 025 CJ^1
32 I 23.38' 2\R
2.50' 23.50 23.25' 23.75' 23.75'' j� L\
/' \ Ii / �;' // / //� 0
II \ I 23.38' .-O \3.75\i \ 23.75'
eeoParknt g b li Future Development o --- 3Uj /
Lot 4 r ° Commerce Park o
erce Drive a� _� ` Phase Ii, Lot 5
>0 sf 1 307 Commerce Drive 23.25'
3 j
Slide 120F 20,155 sf
\ Plat Cab, H, Slide 1 20F z 3 \ / \ g
\ 3 I rive -Throw h B- /
\ \ ( Proposed Oriic� Building
14,400
80 015 O /- �. Canopy I / 21 .75'
\ \ 3 F.F.E. \2�.75' 23.25' ` / / `ON
I
FON
22.75' {ON
/
23,50' /
,tiry I O' x 1 5' Enclosed 23.00'
Dumpster Pad 3 23.25'....�- 23.75'23.723.50' it /
23.50' '23.5a
23.25' CO - 6„ - - - - - 6u - - CO
rnrn I O I N
3
1 O
iA 23.00' N
/ P-3A 22.85 i 22.75' 23 25 P-2 I ° F/N /
101 M B L (TYP . -- -
� CB-2� 23.38'
50' 103.50' 6.00' � 7UGE l50 • UGE
PI l
- NO"0015"E 832.61' `
55 55 55 SS SS 55 55 55 55 55 55 55 S5 55 -- 55 55 55 55 55 � SS 55
/ Elec. Box t0 P-Box 811
\I - -- Rec(uire Relocation
II 11-1
GB-4 G" Sewer Service Tap 23'
I - P-3 - - -
F----------------------------------------------------- _ - --_-_ _ Z-------I
3'.
I S. MARKET SQUARE AS50C. INC.
--------- ( i DB I IG8,PG350 0)
DB 1 172, PG G47
I I J�ZT ZONED C-3 J\ZT
I I I 4 I I A-.
GENERAL NOTES PROJECT SCHEDULING
I . BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP ENTITLED "SUBDIVISION
- COMMERCE PARK PHASE II", DATED MAY 8, 2006, PREPARED BY ATLANTIC
SURVEY AND DESIGN, PA AND AS RECORDED IN PLAT CABINET H, SLIDE 1 20F IN
THE CRAVEN COUNTY REGISTER OF DEEDS. DEED REFERENCE: DEED BOOK
2398, PAGE 162.
2. TOPOGRAPHIC INFORMATION 15 A5 PROVIDED ON THE MAP ENTITLED
TOPOGRAPHIC SURVEY - COMMERCE PARK PHASE II", DATED NOVEMBER 7,
2008 PREPARED BY ATLANTIC SURVEY AND DESIGN, PA. ELEVATIONS SHOWN
ON THI5 PLAN ARE A55UMED AND BASED ON THE ABOVE REFERENCED MAP.
3. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
4. MINIMUM FRONT SETBACK 15 25 FEET (COMMERCE DRIVE).
5. MINIMUM FRONT SETBACK 15 35 FEET (fRENT ROAD).
6 MINIMUM 51DE SETBACK 15 10 FEET.
A SETBACK
7. MINIMUM REAR S CK 5 10 FEET.
8. CURRE
NT ZONING IS C-3.
9. SITE PARCEL ADDRESSES RANGE FROM 1 301 TO 1315 COMMERCE DRIVE, NEW
BERN, NC 28562 AS MAPPED. THE PROPOSED BUILDING SITE 15 A
COMBINATION OF LOTS 6 TO 8 AND WILL SHARE THE COMMON ADDRESS OF
1 301 COMMERCE DRIVE.
10. THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
COMMUNITY 3720546900J, EFFECTIVE DATE: JULY 2, 2004, THIS REPORT IN
NOWAY SUPERSEDES THE ABOVE REFERENCED FIRM.
1 1. TOTAL SITE AREA IS 67, 165 5F (1.54 AC).
12, TOTAL IMPERVIOUS AREA 15 55,700 5F (1.28 AC).
13. PROJECT 15 HIGH DENSITY.
14. TOTAL DISTURBED AREA 15 ROUNDED UP TO 2 ACRES,
15. NO 404 WETLANDS EXIST ON THE SITE.
16. STANDARD PARKING SPACES = 86, HANDICAP PARKING SPACES = 4. TYPICAL
SPACE DIMENSIONS AS PROVIDED ARE 9' WIDE X 18' LONG.
17. PROPOSED FUTURE WATER AND SEWER SERVICE BY THE CITY OF NEW BERN.
16. PROPOSED ELECTRIC SERVICE BY PROGRESS ENERGY (LOTS 6-8) AND BY THE
CITY OF NEW BERN (LOTS 1-5).
19. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN.
20. ALL ROOF DRAINS TO BE DIRECTED INTO THE ON -SITE 5TORMWATER SYSTEM.
2 I . THIS PROJECT 15 LOCATED IN THE TRENT ROAD OVERLAY DISTRICT.
22, CURB TO BE INSTALLED AS "SPILL" WHERE INVERTED CROWN SECTIONS ARE
UTILIZED. SEE GRADING PLAN FOR DETAILS.
23. INFORMATION ON EXISTING WATERLINE (0) AS SHOWN WAS OBTAINED FROM
THE CITY OF NEW BERN ENGINEERING DEPARTMENT.
CONSTRUCTION SCHEDULE
I . WORK INCLUDED IN THESE DRAWINGS IS NOT TO BE COMPLETED PRIOR TO
PROPER PERMIT DOCUMENTS BEING OBTAINED. THE CONTRACTOR
SHOULD NOTIFY THE ENGINEER IF QUESTIONS ARISE CONCERNING PERMIT
5TATU5.
2. CONTRACTOR 15 TO SCHEDULE AND HOLD PRE CONSTRUCTION
CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
3. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN
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.
IN 4. COMPLETE SITE CLEAR G AS NECESSARY.
5. CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
G. ROUGH GRADE SITE, STOCKPILE TOPSOIL, L, INSTALL CATCH BASINS AND
CULVERTS WITH INLET AND OUTLET PROTECTION, AND INSTALL SEDIMENT
FENCE AS NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPE
DAI LY.
7. FINISH THE SLOPES AS SOON AS ROUGH GRADING 15 COMPLETE. LEAVE
THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH
IMMEDIATELY.
8. COMPLETE FINAL GRADING.
9. PERMANENTLY VEGETATE, AND MULCH.
10. AFTER SITE 15 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
I I .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
I . ALL EROSION AND SEDIMENT CONTROL PRACTICES W'-L 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 MA!NTAIN ALL PRACTICES
AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN
STORAGE CAPACITY HAS BEEN APPROXIMATELY 500/ FILLED. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SYSTEM NO LONGER DRAINS
PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE 5EMENT FENCE WHEN IT
BECOMES ABOUT 6 INCHES DEEP AT THE FENCE. TI-F SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BAR RIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED A5 NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATI N IN THE VEGETATIVE PLAN TO
R O 5
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. PROVIDE AGROUND COVER (TEMPORARY OR PERMA^DENT) 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.
G. 30' VEGETATIVE BUFFER TO BE USED IN LIEU OF 51'_T FENCE, WHERE
APPLICABLE.
LANDSCAPING DETAIL
Trees
5ym.
Quart.
I Common Name
Min. Caliper
4
1 Nuttall Oak
2"
0
I I
I Trident Maple
2"
Shrubs
5ym.
Quart.
Common Name
Spacing
10
Dwarf Yaupon
As Shown
O
35
Boxwood
As Shown
(2)12
Assorted Holl
Y
As Shown
Groundcover
Sym.
Quart.
Common Name
Spacing
Grassed Groundcover
--
---
Straw/Mulched Area
I ---
TEMPORARY
PERMANENT
Sep -Apr
May -Aug
Dry Soils
Wet 5oil5
Seed Typle
Minimum Application
Rate (Ib/ac)
Bahia, Pensacola Var.
30
25
Bermuda
30
25
Carpetgra55
25
Centipede
10
German Millet
50
50
25
25
Kobe Le5pedeza
20
Tall Fescue
50
Totals
100
50
115
100
/
STRUCTURE DATA
5TR.
TYPE
PIPE IN
INV. ''N.
PIPE OUT
INV. OUT
RIM EL.
AD- I
AD-6
P-5
1 5.00,
2 1 .75
AD-2
AD-C
P-5
17.CO'
P-4
17.00'
22.00'
CB-1
CB-B
2 I
P- I
18.25'
.75'
CB-2
CB-C
23.00'
P-2
17.75'
CB-3
CB-C
P-2
I G.85'
P-3
1 6.85'
22.75
CB-4
CB-D
P-3
1 6.50'
P-3A
I G.50'
22.85
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
P- 1
15 inch RCP
)8.25
1 7.75'
94'
0.53%
P-2
18 inch RCP
1 7.75'
1 6.85'
1 93'
0.47%
18 inch RCP
16.85'
16.50'
70'
0.50%
EP_5
18 inch RCP
17.00
16.50'
107'
0.47%
15 inch RCP
I B.00
1 7,00'
170'
0.59%
r LEGEND
SYMBOL
DESCRIPTION
PG.
DE`
Property Lme5/Right of Way Lines
-_--
Property Minimum Building Lines
Buildings
_
__-q----
Parking Lot Centerlines
yUQ
Y
Existing Fire Hydrant
Proposed Water Service
5
W I
Proposed Waterline (5D2 2 1 )
-
SExisting
Sewer Manhole
-a--
Existing Sewer Main/Force Main
Proposed Sewer Service
5
51
-------
Proposed G" Sewer
0
Proposed Storm Pipe
-.al
Drainage Arrows
P_#
Pipe Call Out
-.O----O----o
Silt Fence
5
EC2
Limits of Disturbance
-
- LD -
Temporary Inlet Protection
S
EC3
®
Temporary Check Dam
Pipe Outlet Protection
_
Temporary Construction Entrance
5
EC
OExisting
Utihtle5
Proposed Grassed Cover
Proposed Straw/Mulch Areas
nI Proposed Trees
GRAPHIC SCALE
P
5L
20 10 0 20
PROJECT REVISIONS
NO. DE5CRlPTI0N BY DATE
OWNMDEVELOPER
DDJ INVESTMENTS, LLC
203 BROOKVIEW DRIVE
JACKSONVILLE, NORTH CAROLINA 28540
OFFICE: (252) 5 14-0461
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 28562
OFFICE: (252) G37-2727 FAX: (252) G36-2448
FINAL DRAWINGS
Released for permits only,
not released for construction.
lllltlll l,Irrrr,, llll 1, 111 I, ,,,
0
E
4 R
H 5 SEAL 5.a _ 4 S AL /��_
c'Z C-438 ¢� 014
:o
Royti2: = f o= I;
CA , P,
,,,'* 1 9 B 3 * ♦l♦� ,, C TKO `♦
'IrRIIItIIIQI♦ III11 tllll
GRADING * EC PL
SITE IMPROVEMENTS
for
CAROLINA HOME MEDICAL
AT COMMERCE PARK II
OWN5HIP#8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":20' 1 DATE: I 1 .29.2010
PROJECT #: 2010-016 1 SHEET: 04 of 05
V,/

BRICK MAY BE USED TO
ADJUST FRAME * COVER
MAIN R/W (TYP) I TO SURFACE ELEV. MAX I'
CORPORATION STOP (TYP) I INLET PIPE 4 4' G. OUTLET PIPE a
D SECTION C-C OR D-D
WATER rr A D n
6"f a
SECTION X-X
PUBLIC ROAD
e" A s"
SERVICE SADDLE (TYP)
CAST IRON nnE COVER TO SURFACE 1 M
E P B IC MAY BE USED TO ADJUST Y 8
METER BOX (TYP)
PLAN �1/4 x 8 EXP. ELEV. MAX I' X X �' J:.•
JOINT IF
'Z
114LE
lc ,„
2" - 3" COARSE AGGREGATE CURB STOP (TYP) HEADER T
t BJ
BASE TO BE MINIMUM 6" IN DEPTH couRses s
`r
CAST G" Y
7.: w METER BOX (TYP) e O PLAN F ihl
SERVICE LINE O WATER METER (TYP BY 4-
PET
TYPICAL U WATER COMPANY)B + 16
U51NG z BRICK (TYP) 6„ SECTION Y-Y OUTLET ELEVATION L,
SOR9 WASHED STONE (TYF)
CORPORATION
STOP (iYP) 7 AI
�r N DIMENSIONS FOR BRICK JUNCTION BOXES 5 ~ y
AS ROD DIMENSIONS OF BOX AND PIPE REINFORCEMENT COVER P-I
14 MIN. TYPE PIPE SPAN WIDTH HEIGHT BARS DIMENSIONS AREA DRAIN NOTES !l ^A
ELEVATION z
� WATER D A B H NO. LENGTH A B I . MORTAR JOINTS TO BE I/2" TO I/8" THICK.
MAIN 2. CLA55 "B" CONCRETE TO BE USED THROUGHOUT. AD -A 2" 2'-0" 2'-O" 2'-3" 2 3'- 3'-4" 3'-4"
3. USE TYPE 'E", "F" AND "G" GRATES UNLESS OTHERWISE E/ I\
AD-5 15" 2'-0" 2'-0" 2'-6" 12 3'-I" 3'-4" 3'-4° INDICATED.
AD-C 18.1 2'-4" 2'-4" 2'-9" 14 3'-5" 3'-8" 3'-8" 4. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
� AD-D 24" 3'-0" 3'-0" 3'-3" 16 4'-I" 4'-4" 4'-4" SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY
AD-E 30" 3'-4" 3'-4" 3'-9" 16 4'-5" 4'-8" 4'-a" BRICK..
T
AD-F 36" 4'-0" 4'-0" 4'-3" 20 51- I " 5'-4" 5'-4"
DETAIL EC I - CONSTRUCTION EXIT DETAIL AD-G 42" 4-8" 4'-b" 4'-9" 22 5'-9" G'-0" G'-a' DETAIL R2
AD-M 48" 5-0" 5'-0" 5'-3" 24 G'-I" 6'-4" 6'-4" .:
AD -I 54" 5'-G" 5'_G" 5'-9-12G G'-7" G'-10' G'- 10"
DETAIL W I -TYPICAL WATER SERVICE LAYOUT M J
AD-J GO" G'-0" 0-0" G'-3" 28 7-1" 7-4" T-4" TYPICAL AREA DRAIN
AD-K GG" G'-6" 0 -6" 6'-9" 30 7'-7" 7'- 0" 7 IO" ^ •�^
VARIES AS DIRECTED BY ENGINEER
8' MAXIMUM V
STAY WIRES AT 1 2" INTERVALS BACK OF CURB 12
MIN. 1 2-112 GAUGE F1 TOP STRAND Y cnrcH BASIN Nores
0 GAUGE MIN.
_ _ _ _ _ _ GRADE ELEVATION X X I . MORTAR JOINTS TO BE I /2" TO I/8" THICK. H
sL 2. CLA55 "B" CONCRETE TO BE USED THROUGHOUT. ,
LINE WIRES 1 2-1/2 I I I I� I —I I —III—) I —III —III— I I —III —I 3. USE TYPE , "P' AND "G" GRATES UNLESS OTHERWISEy. '-y
GAUGE MIN. I— —I i 1= = r INDICATED. p
nor III —III --III IIIIII-I I 6A- 4. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" ~
I 6" MI SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY r
BOTTOM STRAND 4" GLEANOUT III- Y T BRICK. g
10 GAUGE MIN. W/13RA55 PLUG II p F
48" I I— PLAN SECTION X-X
\ 4" WYE IIIIII EXPANSION JOINT EXPANSION JOINT
Ili I A ;M8... � .•( : ..MIN. _
SLOPE: I/4" PER FOOT D
SILT FENCE NOTES
r.::�.::..:..::..:.:...'
BEND AS REQUIRED 6" MI
I . WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND PROJECT REVISIONS � I�
n N FILL SLOPE SHALL HAVE A MINIMUM OF G LINE WIRES WITH 1 2" SEAL W/REMOVEABLE PLUG III M M STD. a4o.o3B FRAME
STAY SPACING. SECTION Y-Y I GRATE a HOOD NO. Of5CRIPTION ar DATf �.
2. FILTER FABRIC SHALL BE A MINIMUM OF 30 IN Md I
GROUND LINE PLAN
WIDTH AND SHALL BE FASTENED ADEQUATELY TO I —III III- q
CURB AND GUTTER WITH CATCH BASIN
THE WIRE AS DIRECTED BY THE ENGINEER. — ON STEEP GRADES v
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL _—III I I-
BE OF THE SELF -FASTENER ANGLE STEEL TYPE. WYE SERVICE FITTING _
4. WOOD POSTS SHALL BE A MINIMUM OF G' IN I —III —I _ _ = [
o w HEIGHT AND 3" OR MORE IN DIAMETER. I —III —III —III—) I —III —III- (SEE SPECS FOR PLAN EXPANSION JOINT EXPANSION JOINT r�
5. WIRE FABRIC SHALL BE FASTENED TO WOOD —III—III—III—III III —III —III- BEDDING) J I q J USE ON FLAT GRADES •i
POSTS WITH NOT LESS THAN #9 WIRE STAPLES — — 2%AND UNDER
/WIRE III —III —III ;IIII III=III—III 6
FILTER FABRIC /2' LONG. I I I I= I I I I, I I) I1 I I I) I —
Ln
2
a, �3'_0„ 8, 3,_D„_J T ^�
PLAN �5EESTANDARD BRICK OWNER/DEVELOPEP, r 7'
DETAIL EC2 - TEMPORARY SILT FENCE 6"MIN CATCH BASIN 4
DDJ INVESTMENTS, LLC ,
DETAIL 5 1 — SEWER SERVICE ELEVATION e" G e" ELEVATION JACK5ONVILL, NORTH CAROLINA 28540 203 BROOKVIEW DRIVE -�
6" MIN. _— —_ MIN. MIN. NORMAL CURB §GUTTER ON LIGHT GRADES OFFICE: (252) 5 14-046 I £
6'.CONSULTING ENGINEER
END ELEVATION EXPANSION JOINT EXFAN51ON JOINT NORMAL GUTTER THOMAS ENGINEERING, P.A.
�owrsR SECTION J-J USE ON GRADES LINE P.O. BOX 1 309 - 401 HOWELL ROAD
OVER 2% NEW BERN, NORTH CAROUNA 285G2
I/2" RAD.---� +.. G" I'-6" WHERE 30" TO 3G" PIPE 15 USED OFFIC
\�1� ue wn ---1 ue ww E: [phone] FAX: [phone]
3�� RAID.
.. ,.
6
e^
I /2" PER FT. /8" RAD. !0' 3'-0
`_ N
00 00 O 000 0 0 0 O O 1 _0,..: .. , - MAX
O O 0 0 o p p �',ti: .,; •: DEPRESSED GUTTER '
WIRE SCREEN o O o 0 0 0 0 00 0 000 o G �...: - .. .`.... j.. `'. ,. 7 8 LINE
00000000O . •. ...
I SEE STANDARD BRICK000�0O 12"
F)fWATERING o o o0QO0o
CATCH BASIN FINAL DRAWINGS
EMPORARY•
•
SEDIMENT POOL
• •
• •
• • •••
0000 C, f °�°o„ 6"MIN ELEVATION Released for permits only, •ry 000 O l MIN. G MIN. NORMAL CURB € GUTTER ON STEEP GRADES not released for construction � V
0 0' o TRANSVERSE EXPANSION JOINT 111
000 0 24" CURB AND GUTTER - STANDARD IN CURB GUTTER
O?8 o u ui"r
p0 000 INN yGINg `., ,.` �t1 C Roz ` -
r 4 r
0 og �? `° v
nn�o o
VD 51DE ELEVATION = F E SEAL 2 9 AL
00 00C CURB AND GUTTER NOTES SECTION M-M - ;z C-438 ¢; 147 =
O 000 0 3/5" X I" DEEP GROOVED OR SAWED O
00 p 00 0--0 00 000 00 p 000 CONTRACTION JOINTS SHALL BE PLACED AT O' INTERVALS, EXCEPT JOINT TO BE FILLED WITH JOINT SEALER WHERE 42" TO 54" PIPE IS USED p
TYPI CAL CROSS SECTION O O 00 O 00 O 00 O 00 o 00 Q 00 THAT A 15' 5PACING MAY BE USED WHEN A MACHINE 15 USED OR rr !.,,CA C rr0 " "• "' `1'\ P \vJ ,,
MEN
ON
000 000 0000 0000 0 0 00 0000
00 00
WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE
PROPOSED CURB C GUTTER
SURFACE OF
O O 00 O 00 O 00 O O 000 o
OBTAINED WITHOUT THE USE OF TEMPLATES AT I 0'INTERVALS.
1 /8" PAD 115" RAD
PAVEMENT
O O O O O O O O O 0 0 ;_�
2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
00 O 00 O 00 O 00 O 00 00 0
3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
o a
JOI ARE NOT OINEDD BY TEMPLATES, A MINIMUM DEPTH
� O
,(" p
PROPOSED
SHAL BE OBTATS
OFCH
1- 112"PLAN 4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER
�O7
QQ d QO�
PAVEMENT
AND SEALER.
5. EXPANSION JOINTS SHALL BE SPACED AT 30" INTERVALS, AND
INCHES OR MORE IN ADJACENT TO ALL RIGID OBJECTS.
PLAIN BUTT JOINT _
LONGITUDINAL'LA!N BUTT JOINT
9118 '3
DETAI L5
SITE IMPROVEMEN
for
CAROLINA HOME MEDICAL
AT COMMERCE PARK II
OWNSHIP#8/NEW BERN/CRAVEN COUNTY/NORTH CAROLINA
DETAIL LC3 - BLOCK AND GRAVEL INLET PROTECTION SCALE: N.T.5. DATE: 11.29.2010
DETAIL R I - CURB AND GUTTER DETAIL DETAIL R3 - TYPICAL CATCH BASIN
PROJECT #: 20 1 0-O 1 B SHEET: 05 of 05
MINIMUM DIMENSIONS FOR BRICK CATCH BASIN
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
TYPE
PIPE
SPAN
WIDTH
WIDTH
HEIGHT
WIDTH
BARS - U
BARS - V
BAR5 - W
D
A
B
C
H (MIN)
G
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
CB -A
12"
3'-O"
2'-2"
2'-4'
CB-B
1511
3'-0"
2'-2"
2'-G"
CB-C
161,
3'-0"
2'-2"
2'- 10"
CB-D
24" -
3'-0"
2'-2"
3'-2"
CB-E
30"
3'-01
1 21_2"
3'_4"
3'-4"
I'- I O"
4-0
4
G"
3
W-1 "
3
4'- 1 "
CB-F
3G"
3'-O"
2'-2'
3'- I O"
3'-8"
2'-4"
W-G"
4
2 -0"
4
W-1 "
3
4'-1 "
CB-G
42"
3'-0"
2'-2"
4'-4"
W-5"
2'-1"
31-0"
4
1 -9"
3
3'-3"
3
31_3'
CB-H
48"
3'-O"
2'-2"
4'- 0"
5'-0"
2-8
3'-G" 3'-G"
4
2'-G'
4
3'-3"
3
3'-3"
034
54"
3'-0"
2'-2"
5'-4"
5'-7"
3'-3"
3'-G"
4
To,
G
3'-3"
3
3'-3"
CB-J
GO"
3'-O"
2_2"
6'-3"
G'-G"
3'_3"
3'-G"
4
3' 0"
G
3'_-
3
3'-3"