SW7970823_APPROVED PLANS_19971216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW__J��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z/,2/(p
YYYYMMDD

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PLNvr 1,1�5f
PLNvr 1,1�5f
SYM.
OUANT-
7BOTM41CAL NAME
- COMMON NAME
SIZE
CAL.
SPACING
REMARKS
LLP
7 .. _
PINUS TAEDA .. -
LOULOLLY PINE -
8'-10'
2' CAL.
AS .Sh{C}�T�
- ..
M
-. 5 -
ACEi RUBRUM 'OCTOKR QO2Y'
OCTOBER GLORY RED MAPLE
$'-10'
t - CAL-
AS SHOWN
_
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. FO
ZELKUYA 5ERRATA -
ZUK3YA - -..
$'—T(l'
2' tAL.
AS Si-iO t
-- -
GM
66 -
LAGERSTROEMIA dNDtCA
JCRAPEWYRTLE - - -::
13'-24
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AS SHO
-

v�ci �T 5K�-rCH
SITE DATA: -
01. AREA BY COORDINATES.
02- SURVEY PRECISON = 1: 10,000.'
03. THIS SURVEY IS OF AN EXISTING PARCEL(S) OF LAND:
04. UNDERGROUND ELECTRIC, TELEPHONE, CABLE T.V. UTILITIES
05. FLOOD REPORT:
THIS PROPERTY SCALED IN ZONE C PER FLOOD INSURANCE RATE ! NOW OR FORMERLY _
MAP COMMUNITY a7a074, PANEL NUMBER 0003 E, REVISED DATE j TWIN RIVERS MALL
MAY 4. 1937, AREAS OF MINIMAL FLOODING. THIS PROPERTY / - PROPERTY ZONED- C-3 "SITE
DID NOT SCALE IN THE 100-YEAR FLOOD WHERE BASE FLOOD
ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. I
06. WATER AND SEWER SERVICES BY CITY OF NEW BERN. NOW OR FORMERLY i
07• TYPE A,S AND C SCREENING TO MEET THE CITY OF NEW BERN SPECIFICATIONS- _ C.G.W INC_
08. 25' BUILDING LINES ALONG EXISTING STREETS, DEED BOOK 1368. PAGE 805 i� `a b
10' SIDE AND REAR BUILDING LINE. PROPERTY ZONED C-3
09_ ELEVATIONS BASED OFF OF N.G.V.D. 29. (PROPOSED WELLONS CENTRE)
-10. WETLANDS LOCATED ON THE SITE HAVE BEEN MITIGATED PER COP._PSOF '�• a'.^ I
11- PROPERTYNADDRESS: 560RMI CARTHY BOULEVARD. M 401 PERMIT-GLrCV NENT F,=IL EL 's30 � �' �AY�p�55lON l.Nr 0 �
12. PROPERTY ZONED C-3. 20 F� l^ ?�EAGPN� a . 3't
13. ELEVATIONS BASED OFF OF NGVD 29 QATUY. Pam. 1 a;ELT PCI L FEA 3,974 `- / f ONEpt1
4.
a` Ar r
t. Sl -*l �1 M': c:E f tH v.4!i ��- _ _ _ ram•
14. PARKING LOT TO BE CONSTRUCTED WITH ASPHALT AND NON CURBED EDGES. j I b ,
I - v 'FAI-a PPOV .'it. 7.. 14 C.F.
15_ MAINTAIN 20' BETWEEN LARGE C.ANOP'r TREES AND OVER HEAD ELECRIC LIKES.a-
fL7..::, `_�. 23.E - - - _ - •� _ o •� - - _ t �•''�•
16. SIDEWALKS TO BE CONSTRUCTED TO CITY STANDARDS.
17.-TOTAL MAXIMUM SIGNAGE IS 75 SQUARE FEET. MAXIMUM ALLOWED FOR FREESTANDING SIGN
IS 50 SQUARE FEET.
18. INSTALL WHEEL STOP AROUND TREE ISLANDS- J fn .✓� l !(`'I �, .mac.. £
19. ELEVATIONS SHOWN BASED OFF OF ASSUMED DATUM. f /' 1 / ,
20. CONTOUR INTERVALS SHORN AT 0.5 (1/2'}. -� R)W���`f ' `> \ \ ��. ri • i / f �.�, se.<M. #
r /Mr. 11100
e yr
-A-
IT .v ea* ' �- aARCEL 6
R W °"' t - = �' � !�� �, � wr `°-� 56;:88 +/= sq.ft
,.�' L3 +/- acres / LEGEND
YI_ - -- t / 01. 0 = EXISITING IRON PIPE
Ohlcog
�� _� 63 / 02 =NEW IRON PIPE
Iwo" , //x�' t 03. R/W = RIGHT OF WAY _
oM -'&_ Q_� _,_ 3" LOAbw,, jN�'T 6� - - - y/ - _
_ �� ° x? 04. A = NON MONUMENTED POINT
.4 ' y°
so 1 l 05. ■ = EXISTING CONCRETE MONUMENT
? � 06.-Q� = UTILITY POLE
; o I 1 a va :t 07. C/L = CENTERLINE
.y f 09. SOFT. = SQUARE FEET
a. ENS ,IJT,n EpSE`ff_ [� �_-� d � w= . "' ry J - SEWER
10. ss SANITARY = SANITARY SEWER MANHOLE
ce 15 FE'RMPN :. -. ❑ __ _ _ �� - - - - ! -
r - 12. ohe =-OVER HEAD ELECTRIC
J� t5 I• � _ �; ! 13. T = PROPOSED AERIAL LIGHT
126.
14. 0 =PROPOSED FINISHED GRADE
a . R N <°� f5%O%�1� 2 cn a6 15. w = PROPOSED WATER LINE _
- - - - - \� RCP- r -
i 3 �* t 4.01'XJSQJ�Ii'CFCCiq �-:;5 © ` 16. ue = PROPOSED UNDERGROUND ELECTRIC
3 j - . rn 1 17. DRAINAGE FLOW ARROW
_r]
18. CHECK DAM SYMBOL
i 1 PUILOINGI _ ! 19- ❑ SEDIMENT FENCE
R yy $ - ( 5_050U/bPCLT w 20. OUTLET STABILIZATIONSTRUCTURE
Co
a oljIld °r 21. CONSTRUCTION ENTRANCE EXIT-
1�a4Qoo -
00
�� '•` _ obi / 4� �� =�h
0 vow � � - f � 2 n 22. 1 I = TEMPORAY FABRIC DROP
I �1
❑ P 5 t,) o� �� INLET PROTECTION.
! O
CO
ji .` ((f-• • • "' Q2
PROPOSED C1WE wu0 z, Cm PEVELCPMENT
PROJECT DATA
01. TOTAL BUILDING AREA - GROSS AREA = 12,500 +1- sq.ft
1 ❑ •`, "• "n 49 48 �47 46 45 44 43 42 4t 52 Q 02. PARKING REQUIRED - 1 PER 200 GROSS FLDOR AREA
f 51 50 �y CID SPACES REQUIRED = 63. c
1 03. PARKING PROVIDED 63 SPACES WITH PLANTING ISLANDS
04. TOTAL SITE AREA 56,983 _+/- sg ft 1.31 +7- acres
DROP IWLET♦. ^? 05. LANDSCAPE AREA REQUIRED - 14,247.76 S.F.TrP +J-
((� s - ART _ M6 4� �� e (2 25% OF SITE)
�1 ill PROPOSED ASPHALT PAFdkW, 1& OSED ! io 06. LANSCAPE AREA _PROVIDED - 16,263 S.F.
Dpop: INLET -
m v * TAD .3 5 © •. 1
( + 1 - 31 32 33 ®34 35 38 39 4UI i'� 0 CURVE TABLE
55 54 I �3 CIJRVE RADIUS LEW TH CHORD BE.AkING
�f o _ ` x / Curve-1 633.34' 96.22' 96.13' N 37'10'54" W
_ �� - T
♦■ - : - - _ - -! _ - - RECEIVED - - - -
z _ - : -• - - - - .`...- PRQPOSED A9wWT Pa - - - ^� WASH�NGT N OFFICE
.Klt -
1 p { 4..�,..r
t T6I
,6 30 29 28 225 m24 23 22 21 20 19 ?€�_5759Ia�df
58
R N
E FOP
N 41'3t7'00" W 103.71' Curw-1
lE5 ING,
NEW BERN, NUMBER EIGHT TOWNSHIP, CRAVEN COUNTY, N.C_
r>r,;'7�1 REVISED 3-3-1997
1\ l.'1 ���� i DATE.' 11-2-1996 REVISED 5-5-1997 E & S CONITRUL PLAN.
y� REFERENCE PARCEL 6, FINAL PLAN MINOR SUBD!VISOY, PHASE 2.
t)ouLn//i! i FECORDED NJUTH FLA.T CABINETEG,ASLIDE E27-C.
��
` P.k w ` - CRAVEN COUNTY REGISTRY, PE.+�D 5-bD-1997 E s s rvnTvZ PLw
- �J PAY
`// //(f/ /\) -- p ORIlAim C�� PLAN �j }� � � F
�-/ �/ • ! ► F \ YV Y (Public)
c/ _ ' li - - - - - - R/ID BEYfM EY RA'�BOM EW.Y.FE1N16.97E DATA FROMD® SHUT t OF S - - i� I\r Y/ - V r�
• - - - - _ - _ - - - - - - - _ _ - - - - - { BY BFAD L SUITT AND ASWC, P.-A. ALL ELSE BY OTHERS
C� VEa \ DE�ELCPER LANiJ SL.l12VEY1NG SITE FLAN 17E51GN
GRAPHIC SCALE Er�v[tAn�nrr ttNa COAMAct2�1AL 1�51s�Et.rrx
C-'.IM_ CIAL PROPERTIES INC.
e w m a >n MARINE
n+cFIREWKWANT FLAB ItN L C'•3 C SIGN DEVELOPMENT NEWC��iZN, N.G.
` tiGINyL� T'jT` ; EwmoiffNTAL . 11�3 LtGGER COURT, SUITE A103 505 SLAlJGFtTEf�IJ�E i2Q?Ci
NEW ELM. HOPTH CAROIXNA - (9I9) 637-757i RA M-Ei,J1-{, NORTH CAROUNA, 27609 p.O.C3. 121h2. - 28561
k _ (cM eest I f _ �
CAD0717 Y inch 20 tt jW- - - - - _ -• - - - - - - - - - - - - - - - - - scat T'-Aa DATE sRr 9-3690
- Ia_ fAX-T 9-E7o-35?8 FAX 6�5-I�d6

1`
_ J

1
UPSTREAM END -
OF STORM DRAIN
=� McCARTHY SOUAAIX, SECTION 'A \ \\
/// LOT 25 \\ \
CARDINAL PLACE
i \.
I NOW or FORMERLY '
CRAVEN REGIONAL MEDICAL AUTHORITY'
I LOT 26
MCCARTHY SQUARE, SECTION VI
Plot Cabinet E. Slide 236 \
I ZONED C-3
I
I I
>ib \
f I NOW or FORMERLY / \
CRAVEN REGIONAL MEDICAL AUTHORITY
Deed Book 1400, Page 5 r \
Deed Book 1506. Page 943 \
I \
ZONED C-3 \
I \
\ \ 1
I
_ I
NOW or FORMERLY
PAK PARTNERSHIP
ZONED C-3
RCEL 1 \
I I I p 8 2 7,8 .
.ft. \\
l+ I r 00 0C
i7
NOW or FORMERLY a
NEW BERN MEDICAL DEVELOPMENTS, LLC lvl
Plot Cob. G, Slide 8-G O
ZONED C-3 Z
\ \ \ N 86'34'17r E
` 409.77'
1 CA \
1 ` s x` aLf I e S• \
\p .d FUTURE
\ \ •'9,1�. MCCARTHY SOUTH
Plot Cob. F, Slide 184H
\ y� ZONED C-3 JB
\ \ 5
\
\
m�
NI I /- q
10
c0
\
\
(PARCEL 4) Q1_
FUTURE
/ a 11.,6 .
/t R
10*21*42"
800.00'
T .
72.54'
L
144.68'
TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE 6.06
N/F -.68 \\ \ \ \ \
FUTURE U \
MCCARTHY SOUTH \
Plot Cob. F. Slide 184H \
ZONED C-3 \ \
IOLCO 0
6 m 04.34*000
R w 800.00'
T 31.90'
L 63.76'
o \ (PAR gL 2) \
CIA \ UTU E
�i
\ l�� SFO \ O
\ }
�960 �
S
P
EXIS71NG DITCH
i
9 SP 1200.00'
T Or
L w 95.64'
0
O
(PARCEL 3)
FUTURE
s D
temporary seed. Excavate the atone water pond to serve as temp -
wary sedl Sent basin.
Install the store drolnog* system beginning at the outlet and
working upstream provide pipe inlet protection at the end of
each day and/or until the drop inlets are constructed. Install
drop Inlet protection Immediately after the boxes are built
Irr*gar dies* of whether the grates we set. -
Install *tons checks, stabilize with temporary *coding. etc. as
woos are grod*d; permanent seeding can be performed In Ilea of
temporary *ceding In areas not to be re -disturbed.
Stabilize parking areas. drives. ramps, etc. with stone base
course as soon at pr acticol.
All temporary erosion control measures shall be properly in-
stalled within thirty (30) days of the completion of the land
disturbing activity in the G-ea-- --
After the upstream areas have been properly stabilized. seed the
sediment basin with permanent seeding.
MAINTENANCE SCHEDULE:
Inspect the sediment fence. Inlet protection• sediment bOsln/pond
and stone Checks on a weekly basis.
Repair or replace the sediment fence when damaged or when failing
to properly contain sediment.
\ b(/� '•" Remove the still went from the temporary sediment basin around the
drop inlets when It exceeds 1/3 the depth; remove, clean, or
replace stone when It becomes Impervious.
i Remove sediment from the Stone checks when less than one (1) fool
A of freeboard remains; remove. clean or replace stone when it
,�Y becomes Impervious.[ d
it1
\\\ S. ye f�/c ��ea56145b 6Vvh Remove sediment from the sedl ment basin when the deposit exceeds
\ ! 1/2 foot; check the Smell stone on the face of the spillway and
\�\ QQ pjz,/- /0/9 remove, clean or replace this atone if It becomes lmpervleus.
\ \ C Cheek large stone and rip rap along spillway back slope and
outlet; rndolr and or reareas as eithed.
i� !�7 Repair and reseed e1I trees of either temporary or permanent
\ \ yBs' / seeding that are eroding.
PROJECT CLOSE OUT SEOUENCE:
No erosion control dtvlc*s sholl be removed until the land dis-
turbing activities. with the exception of landscaping. have been
completed and the areas stabilized.
Once the perldonenl seeding has established itself and the parking
areas are stabilized the perimeter silt fence can be removed.
\ After the permanent seeding has stabilized the Invert and slopes
of the sediment basin the overflow structure is to be re -worked
�\ Into a rip top lined swot*. The rock Mall be removed from the
\ Invert of the over flow structure and stockpiled; the invert
excavated to a mini Sam elevation of 1 1/2 feet below the invert
\of the sediment basin; the rock placed along the Invert and along
\\ the sides to match the undisturbed rock. If needed, additional
rock shall be added to p-=vide a mini mrm invert thickness of 1
1/2 fact.
!
! \ After the completion of construction the entire area shall be
inspected monthly by the owners represontative for 0 period of
! one (1) year. The owners' representative will keep 0 written log
! of needed repairs and o record of the contractor making the
(/ ! repairs Including the date the repairs were completed. 44.
' \\CARa
! ac O b3alON •'4,
c
1 , nee rtit off ! * ¢ S E A C
5365
1
eIVGI1A
LEGEND
1 Rnv RIGHT OF WAY S1fGGT 1 J
TWIN RIVERS MALL` = EXISTING CONTOUR of
ZONED C-3 TS S.10 = TEMPORARY SEEDING
SEDIMENTATION AND EROSION
j p$ 6.11 = PERMANENT SEEDING
CONTROL PLAN
I . r4
i pf
6. 15 w RIPRAP E d g WE L L ONS CEN THE
fail 6.51 = FABRIC DROP INLET PROTECTION (n g
n• ,/br
LFi.O CU;;LITYEi_TI 1 U s C.
/
R_.G;G.=h� 6. 62 = SEDIMENT FENCE i--n C. G. W y INC. a
x CITY of NEW BERN TOWNSHIP NO. 8 CRAVEN COUNTY N.CAROLINA
0 6. 83 = CHECK DAM ¢ o $
fx DATE: m
ROBERT M. CHILES, P.E.
JOB N0. __ 96-73 __ ENGINEERS AND CONSULTANTS
8
SCALE _ 1"_ 100__ NEW BERN, NORTH CAROLINA
\ \j/� TRENCH
\ i
\ BURY BOTTOM — — —
aF PLYiNi00 — -� EXTERIOR xTERtx�
\ VICINITY MAP
\
\ PIFK00,0 1AIMT PROTP'CTJON
FOR STORIf DRAIN &MOVER CONS'TRUCTlON
NTS SEDIMENTATION ! EROSION CONTROL AND STORMwATER
\ MANAGEMENT FOR SITE DEVELOPMENT CONSTRUCTION
\ PURPOSE:
\ To reduce on -alto erosion end off -sits sedimentation caused by
the land disturbing activity during Site development.
PROJECT DESCRIPTION:
\ The project consists of constructing Wellons Blvd. and cul-de-
Saes. Adding a retention pond.
\ SITE DESCRIPTION: - The site Is parcel o/ land located off of McCarthy Blvd. In the
City of New Bern and Is owned by C.G.•., lneerporoted.
The area to be disturbed is currently cleared.
\ The ground surface to relatively flat with only minor changes
\ In elevoian.
SOILS:
ao
- -Basically the area has very ahaller layer of tODacll. followed by
�f fine medium gray sand for approximately three (3) fast, followed
\�i \ by silty fine to medium send for the next four (4) to six (6) fact
cy and followed by fine sandy clay to the depth of the exploration.
\�� \
1i \ CONSTRUCTION SCHEDULE:
\ \ No Iona disturbing work snail begin on site until the Seal -
me
mentotfon a Erosion Control pion is approved.
eyed.
\� ! A pre-eonstruetlen meeting with one (1) week notification time
shall be held prior to any land disturbing activity.
♦yc J /FO G7fi, \ Install the temporary gravel construction entrance from eel Ions
Blvd. to provide access for construction equipment and materials.
�(� 9Access from ether areas for other than personal vehicles will re-
,, s quire written permission and additional temporary gravel construc-
tion ante onus.
\ \ Install Sediment fence at the locations Indicated an the drawings.
\ \ Strip topsoil leering a 10 ft. buffer along ditch on "at side of
site Place all coal Ontario) on spoll pile as indicated end
\\
SEDIMENT BASIN