SW7051213_APPROVED PLANS_20060124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 'y�l�II3
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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1 KENNETH M. SEYMOUR PLS L- 3129
CERTIFY THAT THE SURVEY CREATES A SUBDIVISION OF LAND
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS
AN ORDINANCE THAT REGULATES PARCELS OF LAND;
yyyyyyyl l!!!JlJJJ
1 HEREBY CERTIFY THAT UNDER MY DIRECTION
.�� '�� .••.., 4 '.
•''•, 72'�
AND SUPERVISION THIS PLAT, SHOWN AND DESCRIBED
WAS DRAWN FROM AN ACTUAL SURVEY OF
�` OqL ,yFESS/
HEREON,
LAND; THAT THE ERROR OF CLOSURE IS CALCULATED
4 = �• y
:Q _
SEAL
BY LATITUDES AND DEPARTURES AND IS 1:-10,000+
= _
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
�� ;•r L-3129 �;
BROKEN LINES; THAT THIS PLAT WAS PREPARED IN
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ACCORDANCE WITH G.S. 47-30 AS AMENDED.
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WITNESS MY HAND AND SEAL THIS - DAY Of
�'yFTy••••.....S<'
20-
JJJ"! llay'll.
KENNETH M. SEYMOUR
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY DESCRIBED
HEREON, WHICH PROPERTY IS LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION
OF ELIZABETH CITY, THAT I (WE) HEREBY FREELY ADOPT THIS PLAN OF SUBDIVISION AND
DEDICATE TO PUBLIC USE ALL AREA SHOWN ON THIS PLAT AS STREETS, ALLEYS, WALKS,
PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE,
AND THAT I (WE) WILL MAINTAIN ALL SUCH AREAS UNTIL THE OFFER OF DEDICATION IS
ACCEPTED BY THE APPROPRIATE PUBLIC AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT
AS DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER
PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER USE IS APPROVED BY THE CITY
COUNCIL OF THE CITY OF ELIZABETH CITY IN THE PUBLIC INTEREST,
OWNER DATE --
OWNER DATE
(NOTARIZED) DATE
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
I HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF ELIZABETH CITY APPROVED ON
THE _ DAY OF _ 20 THE PRELIMINARY PLAT OF
SUBDIVISION AS SHOWN ON THIS PLAT, PRELIMINARY PLAT APPROVAL IS VALID FOR A
PERIOD OF 12 MONTHS FROM THE ABOVE DATE OR AS ESTABLISHED UNDER THE VESTED
RIGHTS PROCEDURES, IF APPLICABLE.
PLANNING DIRECTOR DATE
CERTIFICATE OF SURVEY AND ACCURACY
I, _ CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK - . PAGE ) (OTHER); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK
_ PAGE : THAT THE RATIO OF PRECISION AS CALCULATED IS 1:
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH BOARD RULES. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF -
A.D„ 20
SEAL OR STAMP OF SURVEYOR
SURVEYOR
REGISTRATION NUMBER
I -_- KENNETH M. SEYMOUR PLS L - 3129 . CERTIFY
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND;
UTILITIES CERTIFICATE
I HEREBY CERTIFY THAT THE IMPROVEMENTS
HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN ACCORDANCE WITH THE
REQUIREMENTS OF THE ELIZABETH CITY UNIFIED DEVELOPMENT ORDINANCE,
SIGNATURE OF AUTHORIZED AGENT DATE
CERTIFICATE OF FINAL APPROVAL
I HEREBY CERTIFY THAT THE SUBDIVISION DEPICTED HEREON HAS BEEN GRANTED FINAL
APPROVAL PURSUANT TO THE ELIZABETH CITY UNIFIED DEVELOPMENT ORDINANCE SUBJECT
TO ITS BEING RECORDED IN THE OFFICE OF REGISTER OF DEEDS WITHIN SIXTY DAYS OF THE
DATE BELOW.
PLANNING DIRECTOR DATE
I HEREBY CERTIFY THAT STREETS. UTILITIES AND OTHER IMPROVEMENTS HAVE BEEN
INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO THE CITY SPECIFICATIONS IN
THE SUBDIVISION DEPICTED HEREON OR THAT A PERFORMANCE BOND OR OTHER SUFFICIENT
SURETY IN THE AMOUNT OF HAS BEEN POSTED WITH ELIZABETH CITY TO
ASSURE COMPLETION OF REQUIRED IMPROVEMENTS.
CITY CLERK
DATE -
_ - - BENCHMARK
ELEV, = 9.74
TIED TO NGVD 8$
I N/F
ETHAN BOWE
D.B. 791, PG. 345
ZONED: R-15
EXISTING USE: AGRICULTURE
N/F
MARY ELIZABETH REYNOLDS
D.B. 620, PG. 36
ZONED: R-15
EXISTING USE: RESIDENTIAL
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
ANGENT
DELTA
BEARING
Cl
39.27
1 25.00
35.36
1 25.00
90'00'01"
S59 36'34"W
C2
39.27
1 25.00
35.36 1
25.00
90'00'00'
N30-23'26°W
C3
55.94
1 175.00
55.70 j
28.21
1818'52"
N23'46'00"E
7,62'
SITE DATA
1. OWNERSHIP /DEVELOPER:
PHILLIP HARRINGTON
LUCIEN MORRISETTE
760 PITTS CHAPEL RD.
ELIZABETH CITY, NC 27909
252.335.4520
252.339.1997
2. AREA TO BE SUBDIVIDED: 9.61 AC -
NO. OF LOTS: 11
ZONING: R-15
MINIMUM ALLOWED LOT SIZE: 15,000 SF
SMALLEST LOT = 15,165 5F
3. SETBACK REQUIREMENTS:
FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
4. DRAINAGE EASEMENTS:
FRONT: 20'
SIDE: 10'
REAR: 10'
(UNLESS OTHERWISE NOTED)
5. SITE IS IN FLOOD ZONES X AND AE AS NOTED
FROM F.I.R.M. PANELS 3720890300J AND
37208913GDJ DATED OCTOBER 5, 2004.
6. TOTAL OPEN SPACE PROVIDED: 1,37 AC (POND AREA)
TOTAL OPEN SPACE REQUIRED: 0.09 AC
11 X 3.2 (3 BEDROOMS) = 35.20 X 108.9 = 3.833.28 SF
THE REQUIRED FEE WILL BE PAID IN LIEU OF DEDICATION.
LEGEND
BOUNDARY
PROPERTY LINE
FLOODZONE
---
ROAD CENTERLINE
-
RIGHT OF WAY
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- - - - - - - - -
BUILDING SETBACK
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UTILITYEASEMENT
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- - - -
PROPERTY EXTENSION
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DENOTES CHANGE IN BEARING
PROPOSED SIDEWALK
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SAMUEL POWELL
I EXISTINGOUSE. AGRICULTURE
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rHnM uHIVE (SR-1 201) (60' R/IN) -
N/F
CHARLES H. LANE
AND WIFE
I BARBARA W, LANE
D.B. 577, PG. 159
i ZONED: R-10
f EXISTING USE: RESIDENTIAL r�
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z r-'-r z o t;# z w' z o rpi cn z w Lo z o w cwn D.B. 523. PG. 833 LO
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M C6 0 6 0 l o d m z o m Q N 0 EXISTING USE: RESIDENTIAL
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- - - - - - - - - - - - - 20' DRAINAGE EASEMENT
rn - _ - - - - -
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D.B.
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YVONNE C. ROUGHTON
D.B. 248, PG. 400
ZONED: R-15
EXISTING USE: AGRICULTURE
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DETENTION `� 22.54 90.01' 90.01' 401.44'
rn 3 90.01, 108.86'
PONTO BE DEDICATED TO N 20' DRAINAGE EASEMENT ��g `I 6� _ = =_ - -DRAINAGE EASEMENT - - - -
PROPERTY OWNERS ASSOC. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 /- - - `_ - - - - -- �- - - - --
59,Sfi0 SF - - \ N 75'23'26" W � 477A8` - �
h 90.0 90.00' _ 90_00' 90.00' 87.08' r / >
h= -�--- --, r- --, - r--- ---------- r--- -�� I I I I I I I I 20 SIDE
-- -.
Z 0 N I X' -- -- -� I I I I I I I I SETBNACK
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,n �`r 1 '`�0 2 3 "'0 4 "'0 5 ,.}� Z 7 z 8 9 Z fc
z I O w O II M I O d C3 I� o f O ��� I 18,260 SF O
r 15,165 SF 15,300 SF 15, - SF .1 - 15, 432 SF I
I I Z I I Z 115,.ic0 5F Iz I I Z I I � I I 19, 3T 1 SF I I 19,171 SF I I 19, 031 SF I I 20, 861 Sf' �.
I I I I I I I I I I I I I 135' FRONT
SETBACK
L --- - --- J I I I i I I I I I I I I I I I (TYP.) I I I I !¢
L - - - - - - J L - - - - - - - J L - - - - - - _ 2l� EASEMENT (DRAINA.PE. U�ILITY, &SIDEWALK} U L - - - - - - - J L - - - - - - - J L - - - - - - - J L - - - - _ - _ L _ N
- - - - - J
158.89' 100.00' 65.00' 1 90.00, 1 0.00' 90,00, 90,00' 90.00, 90.00' 90.00' 90.D0'
S7523' 26"E 1133.89'
II
RANCH DRIVE (SR-1 190) (60 R/N) - -
T MITI] T
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r 1 l 60 0 3c 60 120 I
( IN FEET )
1 inch = 60 ft.
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VICINITY MAP
NTS
LEGEND
LIMITS OF DISTURBANCE
-
FLOOD ZONE
9
PROPOSED CONTOUR
- - - - -- -9- - -- - -
EXISTING CONTOUR
EXISTING SEWER
- - -- - -
EXISTING DITCH
PROPOSED DITCH / SWALE
EXISTING WOODS LINE
PROPOSED SIDEWALK
EXISTING PAVEMENT
FLOW DIRECTION
DENOTES CHANGE IN BEARING r"'-
FARM DRIVE
(SR-1 201(601
EXISTING FIRE HYDRANT
(�
EXISTING SEWER MANHOLE
•9m
SPOT GRADE
GBENCHMARK
j
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RIP -RAP 1
I N/F
CHARLES H. LANE
AND WIE
I BARBARA WF LANE
III D.B. 577, PG. 159
f f ZONED: R-10
I ( EXISTING USE: RESIDENTIAL.
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IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS J w �' ¢ _ r w q a `ram Q C' ' "' o Z w o z
T THAN DEPICTED ON THESE PLANS, THE 1 \ w v a r o I w a o!" i'' o z _� � w _4 CD w O
THAT ARE DIFFERENT z``'Z��00 wva�a-ww ��a267 a��ao� ¢ ,no_o_n cy.r�CD ca
CONTRACTOR SHALL_ IMMEDIATELY STOP WORK &NOTIFY THE ENGINEER ) o z z o p z ``` z j o q �; Lo
THE ENGINEER OR OWNER ARE NOT FINANCIALLY I _�� <0 0 <''0QwU' I z 0rOL � Q � w ��� I � w �Q� I
OF THE PROBLEM. f 1" N z w v n w'r v tL N/F
RESPONSIBLE FOR '�U CH WORK STOPPAGES OR TIME pELAYS RESULTING I _ J �' `" _z � J N ¢ o o z (n 7 � o (.7 n " o �,,; ^ o o LAURIE D.B.52 WEEKS 3EFFRIES Lo
•�
~ o �niZ O J NOo m _j zwnz0w(n z 'T]-- n z 1Zoc4swn B. 523, PG. 833
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY �9 "� ~ z o Z 0 a?' z v' �* o o z � m o Q z ¢ `* o o z o ZONED: R-t0
ACCEPTING A CONTRACT TO PERFORM THIS WORK. ' f X ~ n m m N 0 o m � m � � p aim � � c� EXISTING USE: RESIDENTIAL
N/F I w w w m o � p Q cn - o cn
SAMUE L PDWELL x I w w
D.B. 5-16, PG. 141 w f
ZONED: R-15 i f I I
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FINCK, ANNIE C
{ r D.B. 380, PG. 351
44
1 I �, EXIST USE: RESIDENTIAL Cdo
SITE DATA: f 1` ?b.;.. �.h_r 9,47
I . OWNER/DEVELOPER: 'le'9 i 4 10�3 \
PHILLIP HARRINGTON
LUCIEN MORRISETTE +
760 PITTS CHAPEL RD. f! 1 INV = 6150 4 /
ELIZABETH CITY, NC 27909 N/F ~ ` `9� ` / \
252.335.4520 ETHAN BOWS ` 550 1 4 / �/ \ IN
252.339.1997 D.B. 791, PG. 345 4 83.4 5p ~ /• 8.97 \ \ 1 \ \ F� L L /
ZONED: R-15 _ 4� _
?-..� -. �.. -. .. -.�A. a -t_.. ,�- t�Y �! b`I•y YY�•_.. _.. �Y ,_Y�.r - j i 1 EXISTING USE: � .i.� j� / 11 •�.96 �.;.E :..<��_a..�_. xxa_�.t„�-t._.ti�t.._�:... ....-.E N 1
2. THIS PROPERTY IS ZONED: R-15 (RESIDENTIAL} I
9.58
9.65 -� 1
/ � 1 1, / / 186,409 SF � 3. AREA TO BE SUBDIVIDED: 9.61 AC / f "-` -
4. TOTAL DISTURBED AREA: 7.64 AC / a �! i!,^ _ 4.28 AC
5. TOTAL IMPERVIOUS AREA: 3.92 AC ��',,�
51DEWALK:0.06 AC / _ - / 9 Se. 1 YVONNE C/I�du�HTON
AMOUNT ALLOWED FOR LOT DEVELOPMENT: 3.86 AC -- / I j i _ D,B. 48; p 0
o G 40
(7,500 SF ALLOCATED FOR LOTS 1-10) - - _ - ` -
(2.14 AC ALLOCATED FOR LOT 11 ) -)( - - _ - -_ t -
PERCENT IMPERVIOUS = 40.79% ' a JIB - - - - - 8.68' F�(15iING USE: AGRICULTURE
r /
,��rJ `J= 8.15 � / � ✓
EXISTING DITCH TO BE FILLEDI'= _ _ /� V 8�'
j \ ��
6. SMALLEST OVERALL LOT = 15,165 SF V'
% X
a _ _ +1
EF[
7. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT ' J 1 ] F \
0 rf `F It— PROPOSED SWALE 0.1� SLOPE
PROPERTY LINES. a ,�-� - \\ l /
8. TOTAL NUMBER OF LOTS: 11 & OPEN SPACE (DETENTION POND) IE
� ` INV = 7.12
�'8 � � _ • � / ENV = 8. 0 f
9. THIS SITE IS LOCATED IN FLOOD ZONES "X" AND "AE" -
AS NOTED FROM F.I.R,M. PANELS 3720890300J AND __. - PROPOSED SWALE - 0.1X SLOPE w
3720891300J DATED OCTOBER 5, 2004. d
ACRES F o � � I � m I � I I SeREQUIREMENTS: 0.08 E _ I I cn
10. OPEN SPACE REQ _ � �� ._
FEE TO BE PAID IN LIEU OF PROVIDING OPEN SPACE 1 Li'°- --i rj`J
DETENTION' - NLo
11. THERE ARE NO WETLANDS ON THIS SITE N/F o - - _ - - - _- o \ N _
MARY ELIZABETH REYNOLDS POND °i - - - -�.s SIN'9 \ o N = 08
12. ALL RUNOFF FROM IMPERVIOUS AREAS MUST BE DIRECTED D.B. 620, PG. 36 o', - - \ - N N
7.
7; NV= . g Nv= 7 j
�Xl T1NG DITCH TO B ILLED - - l a
ZONED: R-15 PP ELEV. = 6.50 m 06: a �T - _ _ ` -] o
TO THE REAR LOT LINE SWALE THAT DRAINS TO THE EXISTING USE: RESIDENTIAL SURFACE AREA a ' o� w a EXIST' (Z DITCH TO BE I LED I =
DETENTION POND = 34,259 SF It�1 k o ; :i w ' a 9 O
n l frJ� O 0 0 '3 O v�i 0/ / kk 18, 260 5F O \ \ Q O 10
�{ O 'n O 15,300 SF M, I., a3,7 5F � 9 I
F- 15,165 SF N 1,.300 5F 1.5 300 SF I be I I rn 19,311 SF 19,171 SF 19, 031 SF 20,861
CONCRETE WEIR 1� , O I O IN II {{ N o \ - - }(
OUTFLOW IN_ ,,;-r • 8.73 _ - 8 • 8.99 Q w 9.13 6 N4=i.01
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{N I I T
(SEE DETAIL) - INSTALL TEMPORARY E_GIN SWALE � BEG SWALE - 8.96 g 2
JUNCTION BOX 7_ GRAVEL CONSTRUCTION IIV. = 8.00 V.
_ 8.00 / f 1 4' CONCRETE '
BEGIN SWALE / BEGIN SWALE BEGIN SWALE BEGIN SWALE BEGIN SWALE BEGIN SWALE SIDEWALK 11
RIM = 9.00 ENTRANCE (SEE DETAIL) 1 INV. = 8.00 NV. = 8.00 INV. = 8.20 INV. = 8.20 INV. = 11,30 INV. W 8.40
INV = 6.10 TYPICAL ,, TYPICAL
SEWER WATER
EXISTING MH SERVICE SERVICE f
�._
4' CONCRETE
RIM = 9,15�N,, 5.�9' /
INV. = 4.40 - - ] 8 - 1' 80 SIDEWALK /
INV-6.6 - _ N 74jP.! 8.11 1 5,93
-"J'J=7.91. �J'v:8.05
1 5" METALS P ®Q,
--� 15' METAL SEWER PIPE "`" �` - - t5" METAL SEWER
40 LF 18 CMP - 40 LF 18" CMP
-6 G ' INV iN = 6.4G INV IN = 6.80 -- -- -
X. 5� L� - INV OUT = 40,b.INV D1 = 6.5 - - - RANCH DRIVE (SR-1190) (60' R/Vll
15" R=6.6C�. =6.5e r - - - - - - -,� - - - _ -- "41f "W----- �_.�"W "
11
- �T- BENCHMARK -- -� - - - - - -- - - -
Yj= EXISTING MH'� - - �~- „, JI r _ ,1 f f TIEDV TO NGW 88 _- Ea _. EXISTING MH = V T RUNE EXISTING MH
RiM 9.30
I'r=6.�8� �� NV=L:.:� �1 6.�� JXI44- _ �- NPPkO�''.h:4ATE RIM 9.76
��; .A RIM 9.12 I INV. - 3.56 T S INV. = 2.88
= - i� { IITi"; CCA .�"J
\ I f V=6 _ - ,5_ . - _ _ 2 F I' _ �.'� !� - INV. = 3.92 I E INV. = 2.94
J
E 30L R p �5"� -5 I ! NINV. =2.81 1
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1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED WITH
PLANTS SELECTED FROM THE TABLE PROVIDED. 2 OR
3 PLANTS SHALL BE CHOSEN FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL OFFICE
OF COASTAL AREA MANAGEMENT WHETHER OR NOT A
PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE
AREAS.
3. APPROPRIATE TRANSPLANTING OR PLANTING
METHODS SHALL BE DETERMINED ACCORDING TO
PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF
THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF
4-6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES
SQUARE MAKING SURE TO GET FULL ROOT DEPTH.
THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE
OF MOST OF THE PLANTS.)
EX. GRADE
3.• � SC
6:]
10' VEGETATED SHELF
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD UCK POTATO
SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION = 6.5
IPE
3I
S40
POND BOTTOM
ELEV. = 1.5
WET BASIN CROSS SECTION
TOP OF BERM ELEV. = 9.00
�l 10 YR = 7.53
INLET ELEV. = 6.50
WEIR INLET ELEV. = 7.02
PERMANENT WATER SURFACE CLASS B STONE -
ELEV. = 6.50 .C7,
6" SCH 40 PVC TEE
THREADED PLUG WITH
2-1/2" DIA. HOLE
DRILLED THROUGH
6' MIN.
CLEARANCE
.Q d _
a a
Q L a
-A
a
.i .
DITCH BOTTOM
Q R
4 n IF 12" sQ RIP RAP(
Q \ #57 WASHED STONE
DRASCH�4DOWN E-
0 PVC PIPE
&FITTINGS
CROSS SECTION
OUTFLOW STRUCTURE -REAR
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER, AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
1�1��ii�71►1hfe�;�.lttl�X:�111
8'
EX. GRADE
ULAJJ b DIUNt
SEEDING &MULCHING
w SWALE SECTION B-B
z
� NTS
47
a RANCH DRIVE
aSUBDIVISION
DEPTH
VARIES
ADE POINT
CROSS SECTION A - A
NTS
NOTE:
ALL DITCH CONSTRUCTION MUST REMAIN ON THE RANCH DRIVE SUB IN,
SECTION 2 PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY,
UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE
ADJOINING PROPERTY WITH rnNCTRIIrT1nN nR FOIIIPMFNT,
2'
EX. GRADE
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT, 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 -- OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SECTION
SEEDING SCHEDULE
TOF
TOP 0�17CH BANK
B: 011 OF Df TCH
LAYER OF #5 -
WASHED STONE
4" THICK
c?.
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
OAO��� Sp FT
`
I„ J
5 F� s) 4\"�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
RIP RAP PAD
TOP ELEV. = 6.70
PERMANENT
STING GRADE 20' WATER SURFACE
ELEV. = 6.50
1
3'
MARSH VEGETATION BOTTOM ELEV. = 3.5
EARTH WEIR ACROSS
END OF FOREBAY AREA
a
w
0
�1 z_
in
BOTTOM ELEV. = 1.5
FOREBAY AREA CROSS SECTION
NTS
R1
R16.50' 61.29'
R16.50'
4
J
o'
6.27'
^ah
7.00'
5.50'
R
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37'
nil
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q Dorn
DETENTION
POND o
PP ELEV. = 6.50 0
to o
SURFACE AREA L6 r�
= 34,259 SF II
' to
to
18'
6.50'
DETENTION POND OUTFLOW STRUCTURE
NTS
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30"
MINIMUM
COVER
TYPE "K" COPPER TUBING
WATER MAIjD CORP. STOP
BY FORD,
McDONALD, OR
APPROVED EQUAL
SINGLE STRAP BRONZE SADDLE
REQUIRED FOR ALL LINES UNDER
12" IN DIAMETER FOR D. I. CLASS 50
AND FOR ALL PVC LINES REGUARDLESS
OF SIZE.
SADDLE BY FORD, McDONALD,
OR APPROVED EQUAL
METER BOX WITH
CAST IRON LID
MARKED "W'
CONTRACTOR TO FURNISH AND INSTALL
PLASTIC METER BOX WITH FULL CAST IRON
LID AND ANGLE STOP (BY FORD OR
McDONALD) TO MEET CITY OF ELIZABETH
CITY STANDARDS.
WATER SERVICE CONNECTION DETAIL
NITS
NOTE: SEWER CLEANOUT RIM ELEV.
TO MATCH TOP OF CURB
CO
AN
4" THREADED
CLEANOUT DETAIL
NTS
7
22 1 /2'
pVC TAPPING SADDLE
INSTALL IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS.
MIN. 6" ##57 STONE
BEDDING UNDER WYE.
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
RIM ELEV.—
(SEE PLANS)
INVERT W
TF -- cl
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN, SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
TO
INV. IN.
V. OUT
¢3
it
DROP INLET
NTS
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY (SOLID)
--.SIT MASONRY WALL FLUSH
W/ BELL END OF CULVERT.
SEE PLANS FOR
CULVERT TYPE & Si
SEE PLANS FOR SLOPE
SEWER CLEANOUT - SEE DETAIL
IREADED
IG j•�
36" MIN.
COMBINATION WYE
AND 1/8 BEND
14
%56� TIE DIRECTLY TO
22 �1/2'ND EXISTING LATERAL
4" SCH 40 PVC DWV SEWER SERVICE PIPE
ti AT 1% MIN. GRADE. (ASTM D-2665, D-1785)
NOTE: SEWER SERVICE TRENCH
SHALL BE COMPACTED TO
95% STANDARD PROCTOR.
PVC SANITARY SEWER SERVICE
NTS
3000 PSI CONCRETE FOOTING
W/ 6x6x1o/10 WWM
-COMPACT SUBGRADE TO 95% OF ASTM D 698
00
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