54-06 Oversized Plans

N[1, DESCRIPTION BY DATE
Revisions
14
12
10
JAN 2 6 2006
Morehead City DC
8 77777
6
4
2
0
NEUSE RIVER
-2
-4
0+00 1 +00 2+00 3+00
CROSS-SECTION LOOKING NORTH
HORIZONTAL: 1 "=20'
VERTICAL: 1 "=2'
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
EXTENSION
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1 IRELEASE FOR PERMITS I JKA I 5/19/05
SEWER
MANHOLE
RIM= 6.4'
INVERT= 1.6'
rn
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SEWER MANHOLE
MANHOLE RIM= 5.7'
RIM= 6.3' INVERT= 2.2'
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GRADING AND EROSION CONTROL PLAN
U14 SCALE: 1 30'
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N❑ I DESCRIPTI❑N I BY I DI;TE_
Revisions
LEGEND
SILT FENCE E a- 1" WATER SERVICE C
-'►hl�� a Dl7fvrC4 C7 C4 C8
® OUTLET PROTECTION F FIRE HYDRANT D
C4 C7 C4 U11
INLET PROTECTION G H E1- SEWER SERVICE --(E
CATCH BASIN C4 C7 C4 C7 C4 C8
VALVE AND VALVE BOX A - THRUST BLOCK F
C4 C8 C4 C8
PERMANENT 2- BLOWOFF B O PRECAST MANHOLE G
C4 C8 C4 U18
EXISTING SPOT ELEVATIONS
27.0 PROPOSED SPOT ELEVATIONS
NOTES:
1. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
Z DETAIL K, SHEET C7.
C 2.SEE DETAILS A,B & C, SHEET C7 FOR ROADWAY CROSS ,..
SE_-
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SEA u'ENCL- OF OPERATION: JAN 2 6 2006
1, SECURE PROJECT PERMITS.
�1 2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE. Morehead City DCM
4. INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
b. INSTALL STORMWATER POND & VEGETATED SWALE
7. MAKE SITE IMPROVEMENTS.
-- N, -',,Al- HIGH WATER 8. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
9. REMOVE GRAVEL CONTROL ENTRANCE.
10. REMOVE SILT FENCING.
MAINTENANCE PLAN:
1 ALL EROSION AND SEDIMENTATION CONTROL DEVICES S
- 24 5 Ar Ej INAGE
S, HALL
, & BE CHECKED FOR STABILITY AND OPERATION FOLLOWING£,
T LI Y E E E EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED°
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
?. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
5 .0 ' SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ONE 2 0 0, ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
20 I COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
6.0 I I ROAD SHALL BE REMOVED ON A DAILY BASIS.
7 7 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
s.o OR INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES
4 60-' �h TO A DEPTH OF ONE FOOT.
SPECIN� SEEDING NOTE:
DR P INLE70 - 12" R -----�
RIM = 4.1 THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT TO RESTRAIN
INv RT= s �. WALK* ENCR ;.; .y ;�- - - EROSION ON EXPOSED SLOPES WITHIN THE SHORTER OF 15 WORKING DAYS OR
4'4 _ - - 30 CALENDER DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: AND
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHING THE SHORTER OF 15
SEE DEED 0 K 902 PAGE 433 FOR WORKING DAYS OF 90 CALENDER DAYS FOLLOWING COMPLETIO
N OF CONSTRUCTION
E
C ION
• ,SON FOR SALE O THIS PORTION OF RAILROAD' � CR DEVELOPMENT.
-OHE-
� NOTE.
NDO C COAST LINE RAILROAD RIGHT OF WAY ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHAL
L BE OBTAINED FROM
/ PROPERLY ROPERLY PERMITTED BORROW PIT FACILITY
ct NOW OR FORMERLY
QUEEN POINT DEVELOPMENTS, LLC.
DEED BOOK 1525, PAGE 440
QUEENS POINT
A PLANNED UNIT DEVELOPMENT
PLAT CABINET G, SLIDE 40-A
C > ZONED R- 6
00
U� SITE PLANNING BY:
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(J� Design PA
IQ Architecture
W zE Landscape Architecture
Planning
GRAPHIC SCALE Interior Design
3`' 0 - 30 60 120
_ PO Box 1308
300 South Dawson Street
Raleigh, North Carolina 27602
Fax: 919,828.4050
( IN FEET 919.80.5547 ©Copyright 2004
1 inch = 30 ft.
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POSTAL ENUMERATIONS
LOT
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2
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3
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A PRE-IMINARY PLAT
C1 C1 SCAT'-E: 1" 30'
STORMWATER POND
_ EASEMENT
4,068sf/0.09 Ac.
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WETLAND AND CAMA IMPACT
AREA - SEE SUMMARY TABLE
BELOW
/ /75' CAMA
AEC LINE
B S70°07' 50 ' NEUSE RIPARIAN
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V6. 74/'
X111. dh.
A_ / 2
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II � 9,422 sf I,
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9 SE/0.0 Ac.
2
\ 5,509 sf
0.13 Ac
6,498 sf
0.15 Ac
off"`' 6, 859 sf 00
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4,679 sf J, 6,436 sf
5' DRAINAGE/UTILITY 0.11 Ac / \'o_ 0.15 Ac
EASEMENT i t(y `� 5 S1 g1_10)
STORMWATER N� o / 5 �
EASEMENT 4,487 sf �' o
- sf k.09 Ac. / \ 6,915 sf
0�10 Ac ��A 0.16 Ac /551���1 ��
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584 sf
"�' 0.09 Ac r �� " 7,
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ORMERf q1"�1 �� �� _, A- S 1° 61 A, Ito
TION AFC . / \ ` 5522 18 \ �' _ �65 54 --- o
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ORMWAT
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58.85'
20' ACCESS
o EASEMENT
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0.15 Ac.
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7,347 sf
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10' DRAINAGE/UTILITY
t-- S 9 CP
10 53 1
= N69 56 05 E
-- - _ _ 165.43 �
5, S/B N �, - 5, S/B a
c� CD wN
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co 5,190 sf `� o 12,165 sf /
1OOB 0.12 Ac 0.28 Ac
3A� 822 _SIB CYPRESS TREE
�TO REMAIN
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- - --�N -� o ° 93.85' 1 �?
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SEE DEED 0 K 902, PAGE 433 FOR
FOR SALE 0 THIS PORTION OF RAILRoAC I
NDO C COAST LINE RAILROAD RIGHT OF WAY
NOW OR FORMERLY
QUEEN POINT DEVELOPMENTS, LLC.
DEED BOOK 1525, PAGE 440
QUEENS POINT
A PLANNED UNIT DEVELOPMENT
PLAT CABINET G, SLIDE 40-A
ZONED R-6
�•%'
3.0' GRASSED`
MEDIAN
- W °
00
00
PRIVATE COMMON - P
AREA EASEMENT
20,845 sq.ft.
0.48 Ac. °
Q0
6>-P
C=
m
STEVEN BENGEL & LINDA CALDER
DEED BOOK 1458, PAGE 144
ZONED R-6 �'
1 RELEASE FOR PERMITS JKA 5/19/05
2 CITY OF NEW BERN COMMENTS JKA 8/01/05
NEI. I DESCRIPTION BY DATE
Revisions
1YaSE RIVER
11 mm"16z
VICINITY MAP NOT TO SCALE
SUMMARY OF CAMA WETLAND.BUFFER IMPACTS
CAMA:
TOTAL 75' CAMA AEC AREA = 28,681 SF, 0.66 Ac.
PROPOSED GREENWAY AREA IN 75' CAMA AEC = 2,827 SF, 0.06 Ac.
PROPOSED ASPHALT ALLEY AREA IN 75' CAMA AEC = 3,497 SF, 0.08 Ac,
PROPOSED TOTAL IMPERVIOUS AREA IN 75' CAMA AEC = 6,324 SF, 0.14 Ac., 22% OF TOTAL AEC AREA
WETLANDS:
TOTAL WETLAND AREA = 6,580 SF, 0.15 Ac..
PROPOSED LOT AREA IN WETLAND = 2,045 SF, 0.04 Ac. `
PROPOSED ASPHALT ALLEY AREA IN WETLAND = 1,273 SF, 0.03 Ac.
PROPOSED GREENWAY AREA IN WETLAND = 328 SF, 0.01 Ac. JAN 2 2006
TOTAL WETLAND IMPACT AREA = 3,646 SF, 0.08 Ac.
NEUSE RIPARIAN BUFFER: Morehead Ity D M
TOTAL 50' RIPARIAN BUFFER AREA = 19,231 SF, 0.44 Ac.
TOTAL 30' ZONE 1 RIPARIAN BUFFER AREA = 11,636 SF, 0.27 Ac.
TOTAL 20' ZONE 2 RIPARIAN BUFFER AREA = 7,595 SF, 0.17 Ac. a
NORMAL HIGH WATER
}� Nti�ENr
(3) TREES TO
REMAIN
z
-24.5' ACCESS, °
DRAINAGE, &
UTILITY EASEMENT
1
- ---50.00'-°
ZONE 2 ZONE 1 °�
20' 30' s
PROJECT SUMMARY
PROJECT DATA:
OWNERPF-VELOPER: NEW BERN RIVERSTATION TTMAM, LLC
227 EAST FRONT STREET
NEW BERN, NC 28560
[phone]
OVERALL SITE AREA: 2.89 ACRES
SITE ZONIN-- R-6
UTILITIES: SEWER -CITY OF NEW BERN
WATER -CITY OF NEW BERN
ELECTRIC -CITY OF NEW BERN
GAS -NC NATURAL GAS COMPANY
CABLE TELEVISION -COX COMMUNICATIONS
TOTAL N LOTS: 17 LOTS
TOTAL AREA IN LOTS: 2.35 ACRES
TOTAL OPEN AREA: 0.64 ACRES=22.15% OF TOTAL SITE AREA
TOTAL AREA RIGHT-OF-WAYS: 0.39 ACRES
SETBACKS: FRONT YARD = AS INDICATED
SIDE YARD NOT ADJACENT TO PUBLIC STREETS = AS INDICATED
REAR YARD SETBACK = AS INDICATED
NOTES:
1. THE PROJECT IS LOCATED WITHIN A AE FLOOD HAZARD AREA ACCORDING TO THE FEDERAL EMERGENCY
AGENCY FLOOD INSURANCE MAP PANEL 5580, DATED JULY 2004.
2. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
IN THE NORTH CAROLINA BUILDING CODE, VOLUME I -GENERAL CONSTRUCTION.
3. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE,
1 RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B EXIST ON THE PROJECT SITE AS INDICATED
SITE PLAN. NO BUFFER AREAS SHALL BE DISTURBED IN ANY MANNER WITHOUT THE WRITTEN APPROVAL OF
_ JSION OF WATER QUALITY,
5. NO STRUCTURES SHALL BE BUILT 0 TSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION OF FENCES,
DRIVES, OR WALKWAYS.
6. ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR THE
MAINTENANCE AND REPAIR OF DRAINAGE AND UTILITY STRUCTURES.
7. EXISTING TREES SHOULD BE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
THESE TREES SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
STREETS. THE TREES RETAINED SHALL BE AT LEAST 2 INCHES IN CALIPER.
8. THE DEVELOPER SHALL RETAIN AT LEAST 44 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
9. ALL FRONT do REAR PROPERTY LINES ARE SUBJECT TO A 10' UTILITY AND DRAINAGE EASEMENT,
ALL REAR PROPERTY LINES ARE SUBJECT TO A 5' UTILITY AND DRAINAGE EASEMENT.
ALL SIDE LOT _',ES ARE SUBJECT TO A 10' DRAINAGE AND UTILTIY EASEMENT CENTERED ON THE PROPERTY LINES.
ALL UTITLITY t- EMENTS CARRY A RIGHT -OF -ACCESS TO THE CITY OF NEW BERN,
SITE PLANNING BY:
HagerSmith
Design PA
Architecture
Landscape Architecture
GRAPHIC SCALE Planning g
Interior Design
40 0 15 30 60 120
PO Box 1308
300 South Dawson Street
Raleigh, North Carolina 27602
Fax: [phone]
( IN FEET) 9r98zcs547 (()Copyright
1 ineb - 30 ff Pyright 2004
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