SW7060321_APPROVED PLANS_20060915

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Y�2km I ­l 7/JlofJ �ie7 /
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
S��/5
YYYYMMDD

rna V t
".1
.II
Erosion Control Measures
1. All work will be done In accordance with the NCDENR
No land disturbkhg actilWty beyond that required
to Install the appropriate erosion contras) measures may
proceed until measures are approved by the MCDENR.
2. Following site doming, all sediment basin, storm drainage culvw14
and structures shall be Installed Rock Inlet Sediment Traps and Pipe Inlet
Protectkn shall be placed around all drakhage structures to collect surface
runoff and control s0tation and release water at a gradual rate. AN
easements outside the paved areas where storm pipes are Instilled
wN be graede4 seeded and mulched
A Streets shall have stone base placed on them for
stabfilzaticn and shoulders shah be seeded to stabNlze the
soil. Seed bed preparation shall be conducted awarding to North
Carolina Department of Tram ortatioa Standard Spedffcatidns for
Roads and Structures (D.O: T� The ground surface shall be
cleaed of stumps, stones, roots, cables„ whey grade stake, and
other materials that might hinder proper griadkig, tfilage,
seeding or subsequent maintenance operations. Grades on the area
to be seeded shall be maintained In a true and even condition.
Maintenance shall include any necessary repairs to preWously
graded areas: All graded areas shag be thoroughly tilled to a
depth of at least four (4) Inches by plowing, dWng, harrowing
or other approved methods until the condition of the sot Is
accaptable. On sites where soil conditions am such that high
day content and excessive compaction cause difficulty In getting
dads and lumps effectWy pulverized the Contractor shall use
the rotary tNloge machinery untl the mbdng of the sa Is
acceptable and no dods or dumps remain larger than 1 112 inches
In diameter. A Akre and compact seed bed Is required and after
being graded the seed bed shall be lightly compacted with a land
roger, such as a cultipac er, before and after seeding.
Lknestone shall be dolomitic agriculture ground Ilmestane
containing not less than 10 percent magnesium oxide Lime shall
be uniformly applied at the rate of 2 tons per acre: Fol tier
shall be uniformly applied at a rate of 500 pounds per acre of
10-20-20 andjahL The fortNter shag be incorporated Into the
upper three or four Aches of prepared seed bed dust prior to the
last tillage operation, but In no case shall it be rrpplled more
than three days prior to seeding. FertNlzar shall be used
immediately after delivery or stared In a manner that will not
permit it to harden or destroy Its of iscilverness.
Men hydroseeding equipment Is used for seeding, fertilizer
shall be applied simultaneously with seed, using the above rates
of applkation. Seed shall be cw0ed seed or equivalent based
on North Carolina Seed Improvement Association requirements for
certification. All seed shall be Aimilshed In sealed standard
containers: Seed which has became wet, moldy, or otherwise
damaged prior to seeding will not be acceptable Seeding shall
be accomplished with hand planters: power -drawn planters; hand
parka-4 or hydroseedkhg equipment at the following rates:
Seed Bed Preparotion (Offske drainage easements and shoulders
on publi4c streets)
Line - 2 tans per acre
Fertilizer (10-20-20) - 500 pounds per acre
Seeding Mlxture:
(January 1 - March 31)
Common Bermuda gross (unhulled) - 20 pounds per acre
(April 1 - July 31)
Common bermudograss (hulled - 15 pounds per acme
Weeping Lovegrass - 5 pounds per acre
Centipede - 8 pounds per acre
(August 1 - December 31)
Common Bermuda gross (unhulled) - 15 pounds per care
Tall Fescue - 120 pounds per acre
Centipede - 8 pounds per acre
Seed Bed Protection;.
Straw Mulch - 2 tons per acre (visual)
Asphalt Tack -- aw gallons per square yard
sufticlent to restrain erosion for all exposed slopes within 15
working days or 30 calendar days of completion of any phase
of gradkhg.
Inspected by the Contractor after each rahfdl. When
inspection reveals the trap to be reduced to 5OX of design
capacity or the dovke to be defldent In Its Intended
purpose such as fabric deterioration for silt fences the
Contractor shall restore the device to its original
condition.
In place and be maintained by the Contractor until all
seeding Is established and construction areas have bean
stabftod
Erosion And Sedmenta#ion Control Provisions
1. EROSION CONTROL PLAN PREPARED AND SUBMITTED TO THE STATE BY OTHERS
2 AREAS 70 BE PERMANENTLY SEEDED INCLUDE STREET
SHOULDERS; DRAINAGE EASEMENIS
AND ALL DISTURBED AREAS
Z STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING:
4. ALL RIP RAP SHALL BE aASS B WJTH FILTER CLOTH
UNDERLINER, AND SHALL BE INSTALLED IN THE QUANTITY
AND LOCA77ON INDICATED ON PLAN.
1�T� AS�REQUIUIREDB THE NCR �� BE
6, MINIMIZE CLEARING+
7, NO PERSON SHALL IMITATE LAND DIS7URBING AC77WTY BEFORE NOTIFYING
7HE NCDENR OF THE DATE THAT THE LAND DISTURBING
AC77WTY WILL BEGIN.
9 20' X 50' X 6' THICK ABC STONE PAD TO BE PROWDED AT
COWS7RUCTTON ENTRANCE
9 SEED OR 07HFRWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES W17HIN
15 WIORKING DAYS OR 30 CALENDAR DAYS OF COIMPLE770N OF ANY
PHASE OF GRADING
10. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
STORM EVENT. FAILURE 70 KEEP ALL EROSION CONTROL DEVICES IN
PROPER MWING ORDER MAY RESULT IN A STOP WORK ORDER OR
CIVIL PENAL71ES UP TO $ 1.00 PER DAY OF V10LARON.
11. ENGINEER RESERVES 7HE RicHr TO REQUIRE ADDITIONAL
ERASION CONTROL MEASURES SHOULD 7HE PLAN OR 175
IMPLEUENTA71ON PROVE TO BE INADEQUATE
12 INSTALL PIPE INLET PR07EC77ON AT ALL PIPE INLETS.
130 7EMPORARY ROCK INLET SEDIMENT TRAPS TO BE INSTALLED AROUND
ALL CATCH BASINS` DROP INLETS, YARD INLEM AND JUNCTION BOXES.
RAM OF EASTERN NORTH CAROL/NA, LLC
TA BERNA TOWNES
CITY OF NEW BERN, CRA VEN COUNTY, NC
LAND "VEM BRAD SUITT & ASSOCIATES
(BRAD L SUITL PLS, REGISTRATION #L--3767)
505 JIMMIES CREEK ROAD
P.O. BOX 12142
NEW BERN. NORTH CAROLINA 28561
252.635.3333
Owner / Develmer
RAM OF EASTERN NORTH CAROLINA. LLC
1210 BROAD CREEK ROAD
NEW BERN, NORTH CAROIUNA 28560
PHONE [phone] - FAX [phone]
so
f�
70
Y MAP
1'-1,oao'
Sheet Index
SHEET 1 --
COVER SHEET
SHEET 2 -
SITE PLAN
SHEET 3 -
GRADING
SHEET 4 -
U77L 77ES PLAN/PROME
SHEET 5 -
U77LI71ES PLAN/PROFILE
SHEET 6 -
DETAILS
SITE DATA:
1. ZONING R-8
2. 70TAL NUMBER OF LOTS = 41
.L AVERAGE LOT SIZE - 2,022 SF
4. LENGTH OF STREETS = 1,392 LF
9 AVERAGE LOT NIDTH EXCLUDING CORNER L07S = 35 FT
6. AREA TABULA 710N:
TOTAL LOT AREA = 1.90 ACRES
TOTAL OPEN SPACE = 5.33 ACRES
TOTAL STREET AREA - 0.89 ACRES
TOTAL ARFr4 = B 12 ACRES
Z DENSITY = 5.0493 UNITS PER ACRE < (10.7 UNITS ALLOWED)
d TOTAL IMPERVIOUS SURFACE - 135y 890 S F. (38.4X)
Pro seal Pro ect Schedule
The project consists of constructing thirty one residential subdivision lots,
associated street extensions with storm sewer, water and sanitary sewer mains.
1. Construction and Implementation of appropriate
2 Weeks
sedimentation and erosion control measures.
2 Clearing and Grubbing Operations
4 Weeks
.1 Construction of Storm Drainage Fac#ltles
3 Weeks
4. Rough Grading Site
3 Weeks
5e. Installation of Water and Sanitary Sewer
6 Weeks
6. Installation of Curb and Gutter
2 Weeks
7. Placement of Stone Base
1 Weeks
\
Fine Grading Streets
9. Seeding & Mulching
1 Week
1 Week
O
f0. Placement of Asphalt Surface Course
1 Week
:a�-'
`
Z
11. Buildings
20 Weeks
0
3
Several of the Items listed above may be constructed
S
simultaneously. 0 '
� 1,
a
An anticipated time schedule of 8 months Is expected for this prof
0
q-
T1!
GRAPHIC SCALE
30 60 120 M
( IN FEET )
1 inch = 60 tL
FINAL DESIGN - NOT FOR CONSMUC770N
Ct
1 Engineers
���V Planners
e
�aaou.�aag✓, surveyors
OFESS/0,g¢!��°� & Associates, Inc.
Since 1918
` SEAL 3 v 107 East Second Street 8410 Falls of Neuse Road, Suite 0
021554 _ Greenville, NO 27858 [phone] Raleigh, NC 27615 (919) 848,3347
RAM OF EASTERN NORTH CAROLINA. LLC
COVER SHEET
TABERNA TOWNES
DATE �f-1 i-06 NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
SURVEYOTHER DRAFT EW SCALE DRAWING NO. PROJECT NO. SHEEP
DESIGN E� CHECK EJF 1 a = 60.9 W-2917 1 25259 1 of 9
.t \SURVEYCA02002\8rydge—Tabema Townes--efjdwg\ Site Plan—ef 2dwg

/ \
\ Nq / I
%--A-
/
S25'125"E G \
15.11W
-13 '*
E �7 ��►
V / / 5 O U-0
WAY
ROAD
9,
P0/ 5
CP ,�
I
I END
��
x 72.0
SPOT ELEVATION
Pf�OiPOSED
XZ�Q
SPILL GUTTER SYMBOL
CONTOUR LINE
70
CATCH BASIN OR DROP INLET
STORM DRAIN
�+
CURB AND GUTTER'S
— W- -
WATER MAIN AND VAL VF
— 4
FIRE HYDRANT AND VALVE{
S�
—s sus—
SAN. SEWER MAIN AND
MANHOLE
1�
NEUSE RIVER RIPARIAN BUFFER
:7 _= ::
I' WATER SERVICE
1 1/40 PRESSURE SEVER SERVICE
4" GRAVITY SERVICE
ELECTRICAL TRANSFORMER
70
Vglirff mp
I'm IAW
GENERAL NOTES-
\ (THESE GENERAL NOTES APPLY TO ALL PLAN SHEETS)
01. ELEVATIONS BASED OFF OF NGVD 1929 DATUM.
02. THIS PROPERTY SCALES IN ZONE X UNSHADED). PER FLOOD INSURANCE RATE
\ HWE SA WINGS EL4NK MAP COMMUNITY 3720549700J, EFFECTIVE DATE: JULY 2, 2004.
QB 40 AND
PORTION OF THIS PROPERTY DID SCALE IN THE 100—YEAR FLOOD ELEVATIONS
AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED.
NOT ZOWED THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
03. PROPOSED WATER & SEWER SERVICE BY CITY OF NEW BERN.
04. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
05. BOUNDARY & TOPO SURVEY PREPARED BY BRAD L SUITT & ASSOCIATES
06. DEED REFERENCE: DEED BOOK 2129. PAGE 0799
07. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
A. 10 FOOT EASEMENTS ALONG RIGHTS —OF —WAY.
B. 15 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES.
C. 20 FOOT EASEMENTS CENTERED ALONG ALL REAR LOT LINES.
D. OTHER EASEMENTS AS SHOWN ON PLAT.
\ 0& RELA71ON OF WATERMAINS TO SEWER :
(A) LATERAL SEPARATION OF SEWERS AND WATERMAINS.
WATERMAINS SHALL BE LAID AT LEAST 10 FEET LAT—
ERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT A 10—FOOT
LATERAL SEPARATION -- IN WHICH CASE:
(1) THE WATERMAIN IS LAID IN A SEPARATE TRENCH
WITH THE ELEVATION OF THE BOTTOM OF THE WA—
TER MAIN AT LEAST 18 INCHES ABOVE THE TOP
OF THE SEWER.
(2) THE WATERMAIN IS LAID IN THE SAME TRENCH AS
THE SEWER WITH THE WATERMANN LOCATED AT ONE
SIDE ON A BENCH OF UNDISTURBED EARTH AND WITH
STREAM AS DELINEATED Q` �O N V 3.1 rN \`P„ AT LEAST 18aiN OF THE
ABOVE THE OM ofWTAHMSE ER.
ON 12/17/04 BY DWI? '(V 2 2� '� 5 Sk (B} NECESSNARY FOR WATERM N TO.RO' WHENEVER I OVER A SEIS
WER
:: 7
ok,
. Z.
N
" Z
ASSOCIA TION :. a
PROPERTY GREEN
::
4
:.: �3
, . 32
=.
3
:.
0
3
Off, ........... �� �:
-:
(LOT 98)
: ' :.. 77.38
F-::S 823,
0.28iACRES'
20'DRAINAGE 4& IV2xs7wm T N
N 7107"1 W1 ' 74.22' S 69 0
1 I
404 WETLANDS
0.57t ACRES
(LOT 99 ) L
CK
W �
0
Z
p°
4
XVbwI
R' Cnj r
slop slaw `
WATERMAN SHALL BE LAID AT
BOTTOM THE WATERMAIN IS AT LE�ASTT18
INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
J'
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL
,57- "' 23aoet^
'ypTE1
�
AVERY C
�'
4
7� 36�.
35 37
�0
o•
\ '�'�,
\Q
0' MDR \
SEPARATION -- IN WHICH CASE BOTH THE WATERMAIN
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MA-
TERIALS AND WITH JOINTS TO N
TERMAIN STANDARDS FOR VA (DISTANCE OF I 10 FEET
EACH SIDE OF THE CROSSING.
(C) CROSSING A WATERMAIN UNDER A SEWER. WHENEVER IT IS
NECESSARY FOR A WATERMAIN TO CROSS UNDER A SEWER.
BOTH THE WATERMAIN AND THE SEWER SHALL BE CON-
STRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
ARE EQUIVALENT TO WATERMAIN STANDARDS FOR A DIS-
TANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROS-
SING. THE POINT OF OF WATERMAN PIPE SHALL BE CENTERED
09. MAINS OF PVC MATERIAL SHALL HAVE A MINIMUM COVER OF 36 INCHES (36").
E POSSIBLE.
11' WATER & sEWERVALVES SHALL ENSTALLAT10NLOCATED mMATERIALS, ANDIN THE NPRACTICES ST SEC71ONS HALL MEET THE
ry�ti A
1p
404 WETLANDS
7177
N 85'310S W S .73•y1' 48
72.73' WETLAND LINE
S 75je 2
NEW MWN
AVS70RWAL SOC M
PARCEL 2
114 im Sr.
I OMNERML
739'35"'S9
•731totol}
5
BA TJLE" OF NEW BERN 57E
Ni7ERHAEUSER COMPANY
NOT ZONED
CURVE TABLE
CURVE
LENG7H
RMW
I. VOW BEAMOG
00W
cr
14.83
2.3200
S �'•34 w
1483
C2
2478
2.3aw
S 6673'31 w
2477
C3
7322
23a 00
N 73'40'47" E
7191
C4
11179
MOO
N W4335" E
IM71
-o
S 71 �0,38
LAND SURVEYOk BRAD SUITT & AS9CgA7ES
(BRAD L SUITT, PLS. REGISTRATION Ot -3767)
505 JIMMIES CREEK ROAD
P.O. BOX 12142
NEW BERN, NORTH CAROLINA 28561
252.635.3333
V ' REQUIREMENTS OF THE CITY OF NEW BERN.
x 12. TREES SHOW ARE REPRESENTATIVE ONLY. TREES ALONG STREETS SHALL
COMPLY WITH SECTION 15-382 OF THE CITY OF NEW BERN LAND USE ORDINANCE,
SUGGESTED TREE TYPE: WATER OAK, PIN OAK, SAWTOOTH OAK,
WHITE OAK, & SHUMARD OAK: MIX.
13. ALL AREAS NOT DEED INDIVIDUAL
DEEDED TO ND VIDUAL OWNERS OR MARKED AS ASSOCIATION
PROPERTY GREEN SHALL BE DEEMED COMMON AREA OF TABERNA TOWNES.
PARKING TABULATION
REQUIRED =
\ 2-1/2" X 41 (3 BDRM UNIT) — 102.5
41 (3 BDRM UNIT) / 4 = 10.25
PROPOSED =
IN GARAGE PARKING =
OUTSIDE PARKING =�.75 (113)
GRAPHIC SALE
40 0 20 40 so 160
(INS')
1 inch = 40 it
FINAL DESIGN - NOT FOR CONSTRUCTION
■1• &�%P rC Engineers
\%``O� i CAi� rz,�;��� `'� l I Vi. A 7 Planners
`�G Surveyors
�0FESSI & Associates, Inc.
q since 1918
BEAL J 107 East Second Street 8410 Falls ofNeuse Road, Suite D
021%4 4 Greenville, NC 27858 [phone] Raleigh, NC 27615 (919) &8-3347
I
RAM OF EASTERN NORTH CAROLlNA. LLC
SITE PLAN
Owner Develo er TABERNA TOWNES
RAM OF EASTERN NORTH CAROUNA. LLC DATE 1-10-06 NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
1210 BROAD CREEK ROAD
NEW BERN, NORTH CAROUNA 2&WO SURVEYOTHER DRAFT EW SCALE DRAWING N0. PROJECT NO. SHEET
PHOWE (252) 637--2727 -- FAX [phone] m ,
DESIGN E.,F CHECK E.,F 1 - 40W 2917 25259 2 OF 9
J.• \SURVEYCAD2002\Brydge—Taberno Townes—ef\dwg\ Site Plan—ef--2.dwg

.I 11 j i '� ii �1, _ - `; s 4, S p 5Yj '1: s, a .,. .E
-- - - �': ,� . _.L,i! ,_'. _-.�._ ` --'-- `-- - - --- - �r, M1., +�. _e L' r _ .era '�L �.., .- ^ _'I
/ i rf• ' :' '/// x'�€ / ' is i I (1 - P t ° / /' V ' 11 t. \ I -
i.
' 7 . . . .
�`r r l 4 I t \ � I y iV.
'-11�`� ,.' �.' ,1. .J' �s / # i . ; �� -` , �. I `S '{�
f i i, I ! e � '/ e / 11 � \ ---11 ." -�, / - � -1, 1, . � , .. . . \
�P ,r I , h ; ! 1 f t � < / ,,� . �w �- -
^r /A i > / �: a 1P
` i i / r \
"'dam r ,F`�' r r`,:+�•r `Y `f'f `! ��` E f; ' j; / �_ •�. ! Cj �'f / J f �� .1' ` 1 {}`► ?s \ \ \ t� 1. , ' 'i
, ....� "I' I / //, * " � �, ,4K . , /' I 1� I -� � \ i " I
r f I9 ' i - -: •✓"� r fT ' 1/ , / •/ , / r , .-,i, f Ems. r ,; ♦ NCp
N � \ ? \
r r ', V• -
I : 1-1, I - -- I 11� . . I , r'o - / \
I I I , , I 11 v .F.) I b9ma � 4 Au :� ".1 �, -"� - 1- ­ .1 \ \
'''. ., � , . ;' -- � r fac 1 ` RCP, 1. ` � ,, / : ' ��_ /�W 1 l
' _' OTC f4! r / .-•�/ /thy] - 25 i
j\
a , I s r r r ja i ,_ ! � t' 2,�. ; _. iP 1
s r 1
> 1. •.. �0) -� ., - fir ' - E r / x
€ ` , aL '` r-r r-I /n FES•fwr Cr ' rr �- f , s F i V1 7P
- -- / 7p 99 9A 11 25- -IF- \ \
, 1 .\ b - fit..- a. ;,' / ,.� - tx I � � I f' � , 1
a *a1 :� ,,P Et `� / ' / 1i �6,Aa ,�" �, • "'/ z - /-. ' F y/' `: e>-. 1 ? Ij t I - "" "" . „. � , - to
Tw
�' % ` `�1 �' a 4 ' ' •Q�'• r1 s .A j ' r ��R�• r� J T"u. J r-.,.µ..-.__ -- -- -
1.
i / J , i \ ,. f ,��e f .- . � }� a �{ JP
1 l ' �� s'
a �o � 1 `
`..ti••,�"••! _� \ , ,\ \' -:r `.' I 1 i ? r _ p� Y , �. ` IN1I. 2220
i �2 4 _ I, r ~ .
11-F
L.j
11
`% i
i V
-•4 �.. r
J c„4 ,
s 2 i •�'• � t 1 �:•iY iI
\ \ ¢.2 \ / +
4 t ;' ,\
\.. \ .
` \ �.
1
\ _ 3= - _ �x
\' h
r T+'' \ h
�1
�'. \ a
(4 � "'s 4
-� -� 2�•
.
\ s
h
_ `.r- f..
\ -.-- o \ FES 01 a
t.... 2 \ r r
B
I
1.;.. }
- 3 17" {
s a
r I
............10
.......... ......
5
\;, "I �` 1
[ WALL \ 1 it
:`• - ex .y !
• �. \
m. 'ELEY' ray o
':; CIS 11 ..._
1 4 t': i %�
. illFES ' � � ` ��
GENERAL NOTES
1. ALL EXISTING WETLAND AREAS, SWALES, DITCHES. OR AREAS WITH POOR
SOILS SHALL BE THOROUGHLY MUCKED OUT TO THE SATISFACTION OF
THE GEOTECHNICAL ENGINEER PRIOR TO FILLING. ALL FILL SHALL BE
PLACED IN 6' LAYERS COMPACTED TO 100% STANDARD PROCTOR.
HOWE' SAWNGS BANK
D.a 1484 PG 465
NOT ZONED
\
h:+
�. a 0" ) .
:,: / �., 0 �- ;Y 3: I�
-1, -�.4, � . O... ..:--- .-.- - --��-�-
k �2
r ,
0-
_ E er I
.ter ., - �
' • i CURB CUT I_ -. 0 I -. • / 0
: ':: �� l
1 � pR �.� f. / Z4 / +v
.......... ............
......... ......:....
................... ..:..:
-/
................ ...
::i:: is �1l`'/ .' a/ \ _:., / / o r' .� '/ I 1/ TP
B/44y 1 '? *. INV F 1�7. i /2 �+ Z.rLQB
:f:. �-. /
1 / f
NEUSE RIVER Ik: : h o.S. 50 . ' I I :I � ' / 7 1 ~� . - - !� / \ -�
% ,' 1
mI
RIPARIAN BUFFER .4. J ,' '-
I / . F '/ 3 �'� . - -
••' ' rf� -
/ 1 � rp
s: / ' / r'' } / g , i rL'
EDGE OF BLUE LINE r /� % : / / ! /'` 1 1 'r. 4 -� / 2,LW _ _ '
/' #` / - 2 j
II
2_� _ 1p
STREAM AS DELINEATED S / 9 I _ -- TP
._-.,..
ON 12/f7/O4 BY DWIR :: Q,S�� //'/ // ' / /f ! 1` �"1 1 1 �� y�� ZG] `3 n''/ �.? .
,_.......+ {..j+.. '1 (f�(''--j dEV -g7V fF i I�i%� 1 +`i I\ %p 1P , 1 ►" q•j - \
/ . P _- IiliG ! 15 I GQ--- - `' 224 TC � !!� ,116 `. ' � 7P \
,Fir 1 �t f - \ �.
4a ���Q A�
. N--V.-.:Z.T.V.l%..- .- ..--.-...�.-.... .-...;--,...:N.:-.....:.-.,,..-:-.-.--..-.'-.- ..'.1-.-.*-*.--%..-.'.- 7�-..-.� .:- .-.- .-.-.1,,. .I-.-.1 .,...%.-..."L,...V....'--..*..- --,.......-..-..':.., ,.........:-..."....N.I.
-",- ..,..,-..,,W:r,...�...�1,%,."�.,*,,.�..L.:'.-....-..-...--.,. .:,..:,.:..- :I-.f.�..:..�.z,-:.O .::u :-J:1.,- --.-,A-:.,1i--:.r:.. V :.*-�I- .:.MJV.*:--j.:-,G\-:I-,:1I :pI �:':.1I"-\ �..,1,.%..:. _.- .-Ii., ..I,5..,..---. .-0-.-11 �..-I\. -11 0-\1�k.- - ­0-/ -1
�j. I �" �
:p// /'.�
1, ,�
::: `� _ I$,1Q ?�0 - be
1
e
N
l=:.i d•�- D�
r 1
Y
2 I2
........::
............
.............
..-.;,-...... ,
............
......... .... .
................
_ - -
ASSOC/A TION �� g e 3`e Cur ' `; '� j i� �' i . r i TP r �� '
�u ........ � 1 1 :c; , ,,' f Zb6Q {; sJ ;`' r,
PROPERTY GREEN ;j<: ', I - , p- - -- -, :
o '
I,
3 i�.cQ, c.,
. r �y ' ` \
9 1
'1 _
r
�. _. .
`.-: r Ti7w=2f 35 \ mn ." \ �j' F�- J 1
i _ f
I I .,'''-....*..,''I-�.-,,.-....'.%:11,"'I-...,,.."...'.,:-1-'I-....,.."....'.-:'1-'I-...,.,..."...'.',:'*,'1,...,-..*w.-...',.,:%,--*1-....,.'.......''.,:.-,,,'*-...,-........'".-:.,,,-'"-..,.'-......'.',:.,,--,,�..�.,-.......-".-:.=,'-''-...,.......'*.-:".,-----..".,--1......'-.,:.,,-'*,..,.,....�...--'.-,',..*,-',,..�.,�1I......'!1.-,..,,"'*--...,-...,...--,1.,:.1-,-'*-....,-.......�'1.r,.1**,'"�.-....-..--,1..1,,-',-I...........-,'':.,, ',-1...... �..-,'.: .1-'.....-..-.,--'...1,,:�'1.........:.:-,'...1,,:.'..........:..-'...*,,.:,..I.....--..-...1.,,,-,. .-..-...,-:...F-...1,',:,.......::.-1-..*,..:,...�..::.".-.1'....,,..1.:....,1r.1,'..�.-':,..1........:.-.1-'.,.­',,:,..... ._...:=...:.r:*.............:-".-,.,...H....:...�-I 1',:,...: ....:....,.r:I....-...-rL.:-'I,-".,..--..-..:'-%'..:-..Z-..�%1'':'1.1..:. �."- 1-7,. ....:..-.,.e-'* ..1..'.;I'."-1'.-:..:'.."."1".;�......-:.,,..1'."........,,.*.--, .L..-..�:.*.-1'- :......:�.:-'":....
r , \ t3/" /
'i, x
�} J d.._ _ 0.3 r
:: a ` _ /
......
..-...-
..........
...........:
..........
...........
_t �1�
',` W -- a
:' �.,
.': >
r
f -
y
1. F / i W�� -w \
.............. ..
n•L: _
....................... :...........
--
17•`- -
\ #2
r%
#�''• T.. Fj \
:=_�-�
`� / �� ,�•
y x
r
...........-
......... .:.::
..... ............
.1_ :} - of •, A i y r­"�::. ,,�{, `�. �t'f L�• ,`, -.-,y
-,.�� - _ / i..
't ✓ , �}-.�. -�
RET. WAIL ''J'`'
�, Cp
D ,
.. 51
� r 1 r�
•1 . -
Taw✓ / , "
i / !
t
Z
f
1 �,. ET. WALL /�
ate/
r.
I.
(LOT 98 ,� 'pl r
_ ..,. -- --- I ..P tit,` _Ill - J- f�• f�- ° : .
%
. ... ............ ".:� . -«, - `�, ',,l{^� , p
1-1
.� `r' i A!'M.4r . I ..r-' - _ mow- .r
.O + - . _ ,-. • " -
f
.............
'_
..._ ;;.
................
d.._ r
...._...:- ,,
F. S
m.,w�rt.. _:�
.
y r r NEW BERN - .. ,,
,.
+ -.-� � • -+•--�-�- • � -w-w- � . -�--r-�- • :, � r`°� f ,•�.. ,F m-„w-"lifJI41{:b_& -SOCA I 1 - .,-
�,'' r' _..� _ _. ,-' -'PARCEL. 2 '.
r �� ! „ _ __ 11�381 SF.
-) .. ........ I I .11, �' I"
�-w , �. -
'" --
2-&Y& HARES
�-" •` 3 aA mERWL. '11
11,�
/ / I , ",c� -. - . " ,.� ,,, -."-, , � .1'.. " ----,
n.
- - ...-.h..«,.
S l
..
1 I BATTLE NEW BERN ,53►7E
�- f`
um _ F.
_µ: -_ _ - .m-- ....- ... r r
" .r
(LOT 9 9} �_- .w .._ w PAN � ,� ry _.,,. � WFYERHAEUSER CAW Y
T ._..
`. _, `" ` : NOT ZONED
f ,� - _ y
. - - -.
� ..,
- LAND SURVEYOR: BRAD SUITT do ASSDCIAiES
(BRAD L SUITT PLS REGISTRATION A---3767)
i.
505 JIMMIES CREEK ROAD
P.O. BOX 12142
NEW BERN, NORTH CAROLINA 28561
252.635.3333
owner /Developer
RAM OF EASTERN NORTH CAROLINA. LLC
1210 BROAD CREEK ROAD
NEW BERN, NORTH CAROLINA 28560
PHONE. [phone] - FAX [phone]
40
Im,• .
� 6 . wo
,`• r 1 i
,���,, OF
70
�1r Ij.�"
FLARED
END SECTIONS (FES) TABLE
FES j
SIZE
INK EL. (
RIPRAP
CLASS
TONS
1
15'
14.00
5'xj.75'xf.aY
B
3
2
15'
19.00
5'x..75'xI.83'
B
3
3
8'
14.00
5'x2.25'x1.83'
B
1
4
180
12.70
5 ,x375 ax1.83
B
I 3
5
15'
21.0O
4. x3 x1.83.
B
2
6
15'
21.00
5'x175'x1.83'
B
3
7
15'
18.40
5'x3.75'x1.83'
B
3
8
15"
8.90
5'xJ.75'x1.83'
B
3
9
15"
9.94
5'xl75'x1.83'
B
3
10
15'
10.93
5'x3.75'x1.83'
B
3
11
18"
14.06
6'x4.5'x1.83'
B
4
CATCH BASINS (CB) TABLE
CB I
TOP EL (FT)
INK EL (FT)
1
24.58
21.98
2
24.56
22.04
3
21.33
1a85
4
Z1.33
I&79
5
24.14
21.65
6
24.14
21.71
7
21.79
18.68
8
21.29
I&75
DROP INLETS (DI) TABLE
DI if
TOP EL (FT)
I INK EL. (FT)
1
1710
14.08
2
22-90
1 19.09
TEMPORARY ROCK INLET SEDIMENT
TRAPS TO BE INSTALLED
S LLED AROUND
ALL CA TCH BASINS, DROP INLETS,
YARD INLETS & JUNCTION BOXES.
GRAPHIC SCALE
( MR FEET )
i inch = 40 &
1w
FINAL DESIGN -- NOT FOR CONS7RUC77ON
`*%16% O ff,,�
■
..�- I
�.�
Engineers
���•O ���,'�.
:��
����
& Associates,
Planners
Surveyors
�O��S31O
Inc.
since 1918
a -
_ SEAS, • "
107 East Second Street
8410 Falls of Neuse Road, Suite D
02i 4
r.
Greenville, NC 27858 [phone]
Raleigh, NC 27615 [phone]
' 4�
F
RAM OF EASTERN NORTH CAROLINA. LLC
-, !C i, F %,•��'��
GRADING
PLAN
,
. TA BERM
TOWNFS
DATE 1-10-06
NUMBER SEVEN TOWNSHIP,
CRAVEN COUNTY,
NC
SURVEYOTHERS
DRAFT EW
SCALE
DRAWING NO.
PROJECT NO.
SHEET
DESIGN EJF
CHECK E
1 IV= 40'
W-2917
25259
3
OF 9
'. t ._ r.' ; '_�._T I _ _ _ �1 t + `r`-Ty 1, I FT 4Iiy < '� Z^ i T I
tf . ! I. { ° ,ti i41, �i s ` 1' ; . I
. .. , i - ,. , - ., 7 . . t_
J' \SURVEYCAD2002\8ryrlge-Ta6ema Townes-ef\dwg\ Site Plan-of-2.dwg

r ! s
f I°
_ + +d' � ' 1 ri •:' I� y 1 1 T �f �r4} f - � i r5 „ f .� t
L`•
,Iy
>s�
mi
m
nMM Cas a RAUFawo
100' R/W
y
I ��B �TrER
BAT7LrzF?ELD TRAIL. (50""AMC)
STOP SIGN
HYDRANT ASSEMBLY
6"X4" RESTRAINED TEE
60 GV
HYDRANT ASSEMBLY
2" BLOWOFF ASSEMBLY
60X6" TEE
EXIS7IN 6"
REMOVE CAP 6 X6 HYDRANT TEE
11/-5* GV 6" GV
40
4
GV �— ��`
GV EXIS77NG BERM
B" GV ------
Xfi HYDRANT
EXISTING BERM
6" PLUG TAPPED FOR 2"
WATER NE j
6 TEE
1
6' WATER MAIN 5'
10' MIN. SEPARAAON
5' nP.
6" WATER MAIN
w 04
04vo 1+00
2+00
3+00
B" SAN. SE1�R MAIN 4-F00
MH
4+
.90
/
6" CAP J
2
y
I I
MH —}-
'
6"W" RESTRAINED TEE
STA D� CU 8 70 FLUSH
FROM�oLLFROM
RaLL
R
6m GV
4" GV
b�
1.
1
50.61' 1 Q' MBL
�, p
1 D' MBL
�ww Sm
10' MBL
EX. MH J
TOP 26.18 i
—
—or
O
1NV. 1 B 93
MH 2
�r
o
'
FNAL
DESIGN NOT FOR CONSTRUCTION
f
1
g
Engineers
AR �%��C Planners
Surveyors
Il
1
o"efte`/'�'�
& Associates, Inc.
Since 1918
107 East Second Street 8410 Falls of Neuse Road, Suite D
SEAL
= Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
0 2
1 RAM OF EASTERN NORTH CAROLINA. LLC
GRAPHIC SCALE
"'-cp'wa ,,•' PLAN/PROFILE FOR MATTERHORN DRIVE
''>.
40 a
20 so so
160 �C J. ARP
'.,.I
TABERNA TOWNES
IN lam)
DATE 1-10-06
NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
Horizontal: i inch = 40 fL
SURVEY07HERS DRAFT
EW SSE DRAWING NO. PROJECT NO. SHEET
Vertical• 1 inch = 4 tt.
DESIGN EJr I CHECK
E-F 1 _ 40" W 2917 25259 4 of 9
40
40
L
POINT
STA - 34
31.96
35
P%4 ELRY
— 24.3
5
35
Lr
K
34.7$
0VC
Z
30
$
��
30
4
rn
GRADE
1
o
m
W
dd
-4y
—
— — —
—
3 MIN.
A RO
E
•�
co"GROUND
��
6'
4" WA
TO? MAIN
���
►��~--
15'
RCP
12 MIN.
y
18" MIN.
20
1
JOINr8mP
20
250
LF 8
o.4ax�a
g
$ti
M^
15
z:Sac'
„�
15
7(PRI
10
10
0+00
1 +00
2+00
3+00
4+00
5+00
_ r • . . y , r !- yl 1rr.•- . ...7 T ❑' -' .I�1. /A'S.. S I'l,T ?1 Ali Ir r'a'•.t �-`�;S rLi.ts:..� .'7[y..l �'1:+'y1
•� f ; 'i. � �', ; r ,, 1'� Y t�l u^ 77'. l�..}Yl1!. ir, _ r rI;. T:
-
,. � s '� i� r. i r t 'tr s r�. �i {! 1, t t` •..i � }. _
J• \SURVEYCAD2002\Brydge—Taberna Townes—ef\dwg\ Site Plan—et-2.dwg

ry)arp-5 Px I CQ tea,, , J W 7&& 6 15c;
AVERY DRIVE (PRIVATE)
*0;
ca
24.21
AV 21.65
.":
.
SXP SYpYIN
::::..:: ::.::::•::•
4" WA Tr
H #5 2f00
`k{ 6'X4' RESTRAINED TEE
y (] 5' nP.
llr�v 16s8
ce
1..3i
1NV 1AL85
60 GV
2" CLEA T 4' GYyyER
TYPE 1
O
g' KtAVI 1w
40
. .ifOO A� �AiiV
2 y, ' ''.., .... ,..
MH #`�
►� i1 �1
6EiP .'
4+ 00
SEMER
.
NT ASSEMBLY
4 t
p" MB
1+00
+OO MH 3f00
5 TYP.
:'" BLOWOFF 6?DGYRA
2 W PRERE
ASSEMBLY 6"X6' HYDRANT TEE
t,
ca 4
�21.29 '�
5, IYP
i
a
TOP 4
INV 1875
�
�
CB
40 WA RMA!
s
"X4'
NY
6
RESTRAINED TEE
z
6' GV
4' GV
ca
1i�P 21.S3
'
2w OUT
L
l►vV 1&79
BU19GWM DRAE (PR VAT E)
FINAL DESIGJV _ NOT FOR CONSTRUCTION
G wal Noteww
Engineers
1. THE CITY OF NEW KERN !S REQUIRED TO MAINTAIN lOX
_
SPARE PUMPS (OR IF LESS THAN 10 PUMPS
��N CARa ���� �=- .r vers Planners
Surveyors
�'�
�'�+�� OFESS/p•tr'I^�y9 & Associates, Inc.
ARE USED OF ANY ONE Mpep1EL
Since 1918
2. THE PUMP COiN17RQC PANELS MUST BE LABELED WTH THE
"' SEAL ` 107 East Second Street 8410 Falls ofNeuse Road, Suite D
NAW AND PHONE NUMBER OF THE 24 HOUR EAfERGENCY
021554 - Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
COWTACT THE CTY OF NEW BOOBY NULL PRONDE V EE
LABEL To BE AFFIAW TO THE CaNTRa. PANEL
GRAPHIC SCALE
FH RAM OF EASTERN NORTH CAROLINA. LLC
' `��
3. PUMP STATIONS ARE REQUIRED W HAVE A BA
o DD
F ,1e PLAN/PROFILE FOR S,
T MORITZ CT.
a
BACKUP PONFOR THE AL4RN SYSTEMS20
POP"
SIP%
j & WINTERTHUR CT.
TABERA A TOWNES
IN FEET)
DATE 1-10-06 NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
Horizontal: i inch a 40 ft.
VerHeaL• 1 inch = 4 &
SURVEYOBWNS DRAFT EW I SCALE DRAWING N0. PROJECT NO. SHEET
DESIGN E,AF CHECK E- F 1 " -= 40" W-2917 25259 5 of 9
40
'�
40
40
NOTE
MAIN AS
SHONN
AMD H
W SP073
35
'
35
35
35
ELEV
2&84
PM ELEV
- 24.54
K �- 2
27
K
.31
7dO' 1C
i
5a
' vc
30
30
30
+
N
30
+
N
PM E.EV
22
00
N
g
m
m o
w
K-
27.36
LU
W �
N
M
all
S.O' VL^
46
25
$y
I
25
25
.1-APPROX.
EXISr.
CROuND
N
'
25
Ali
15'
-
-�,
-ra
-
12'
A
$ JT. (1
) B'
P
���
APPROX
FINWiED
GRADE
140
D h S
TARY SE
R o 0.
X
ALP.2OLF
l.P
1
RCP
MIN.
`
3 AM.
CO
APPM
EXlS .
X.
GROUND
ZZ4APPROX.
1Z"
fTNISHED
GRADE
+�
_
4 _
20
20
2" PV
20
20
2i
LF 8
20LF 3'
D.LP.
`
15
v
'�
nCh
3"X2'
Co
3'X2'
REDUCER
`r3ft.
12" MI
'�
IN
12" MI
= I
Job
7
`
15
'
ii
?•pI�
' AfiN.
VER
15
15
oy,
:
15
41
1/
10
VA TO
10
10
10
Sm
a 1 "
40' b
mriff.
0+00
1+00 2+00
3+00
4+00
5+00
0+00
1+00 2+00
3+00 4+00 5+00
,k \SURWYCAD2002\8rydge—Tabema Townes—ef\dwg j Site Plan—ef-2 dwg

—29 25"--
2
0
BIORETENTION I
SCALE I" 20' 0"
BIORETENTION 2
SCALE 1 "-20'--0"
&7#40 WG WALL-\
SCALE I" =20'--O"
BIORETENTION 4
SCALE I" 20�- o"
BIORETENTION 1:
PLANT KEY
�00
�■0
WIN
0�a
ama
BIORETENTION 2;
PLANT KEY
C47��
�■0
a�o
Boa
BIORETENTION 3.
PLANT KEY
Nam
Nam
moo
BIORETENTION4.'
PLANT KEY
SYMBOL
KEY
QUANTITY
+
AR
2
D
QN
2
JV
3
•=
AC
2
Q
IG
4
0
IV
5
Q
MC
4
Q
CA
4
®
VS
4
AA
5
5
C�
BIORETENTION 5
SCALE 1 " 20'--0"
BIORETENTION 6
SCALE I" 20'--0"
BIORETENTION 7
SCALE I" =20'-0"
BIaRET NOW N07EM
I. GROUND COVER TO BE A COMBINA170M
OF DOUBLE SHREDDED HARDWOOD
MULCH AROUND PLANTS AND ZOY5fA
SOD IN AREAS RIDE ENOUGH FOR A
MOWER.
2 SPACE PLANTS ACCORDING TO
REQUIREMENTS OF SpEaES. PLANTING
PLAN SHO6W IS 1,000 STEMS PER
ACRE
J. 4" PERFORATED PIPE TO BE LAI'ED
AT O.6X GRADE FLOWNG TO OU7LET
SMUC7URE
BIORETENTION 5:
PLANT KEY
Imo
Boa
BIORETENTION 6:
PLANT KEY
Nam
�■0
omm
mom
mum
mm
mn�
�mm
0�0
00�
PLANT SCHEDULE
BOTANICAL NAME
SYMBOL
KEY
QUANTITY I
(Common Name)
HEIGHT
SPREAD
ROOT
REMARKS
SHADE TREE
+
Acerrubruln 'October Gary'
Symmetrical head, straight trunk,
AR
22
October Glory Red Maple
12--14'
6-7
B&B
specimen
°
QuercuS nigra
Symmetrical head, straight trunk,
QN
22
Water Oak
12-14'
6-7
B&B
specimen
EVERGREEN
TREE
Junl,001- s virgin/ana
JV
50
Eastern Red Cedar
8-10'
2+3'
B&B
Branching to ground heavy
MULTPTRUNK TREE
Multi -trunk, 5-6 stems min.,
OAme/anehiercanadensis
'
AC
27
Shadblow Servicebeny
8-10,
4-5'
B&B
clump, heavy
SHRUB
//exglabra
Min. 4 canes per plant @ 3'
IG
48
Inkbeny Holly
2-3'
2-3'
No. 5 Cont,
and up, heavy
//ex Yamitoria
Min. 4 canes per plant @ 3'
IV
52
Yaupon
2-3'
2-3'
No. 5 Cant.
and up, heavy
Myrica cercilere
Min. 4 canes per plant @ 3'
MC
60
Southern Wax Myrtle
2-3'
2-3'
No. 5 Cont.
and up, heavy
©
C/ethera alnif/o/la
Min. 4 canes per plant @ 3'
CA
56
Sweet Pepperbush
2-3'
2-3'
No. 5 Cont.
and up, heavy
/tea Yirginica
Min. 4 canes per plant @ 3'
VS
58
Virginia Sweetspire
2-3'
2-3'
No. 5 Cont.
and up, heavy
m
Aronia arba&llola Bri//antis&ma'
Min. 4 canes per plant @ 3'
GV
AA
55
Brilliant Chokebeny
2-3'
2-3'
No. 5 Cont.
and up, heavy
3" DOUBLE SHREDDED HARDWOOD MULCH
AND ZOYSIA
RUNOFF RUNOFF
FROM
FROM PLANTINGS
AR -- SSED GRASSED
+ 77,
.. '` " ` ' '• , - + REPLACE INS/TU SOILS WTH A LOAMY SAND
33. L 1' SANO' _ W H APPROXIMATELY 10-12X CLAY CONIEMT:
ti
` INFILTRATION RATE TO BE GREAM? THAN 2
8 OZ F7L7ER CL07H WAR
COMPLETELY ENCAPSULATE STONE 8" WASHED 07 STONE PH = 5.5-6.5
PERFORATED 4" PVC PERFORATED 4" PVC ORGANIC MATTER = 1.5--10X
MAGNEb7UM - 35 LBS/AC
PHOWHOIRUS - 100 LBS/AC
POTASSIUM s &5 LSS/AC
SOLUBLE SALTS = NOT TO E%ECEED 500 PPM
PLANTING SOIL SHALL BE VERY LIGHTLY
COMPACTED.
BKAffMff1M AREA SECTION CrYP�
N. T.S
BIORETENTION 7
�.
BIORETENTION 4 i
r,
BIORETENTION 3
SCALE: 1 "=100'
L". = 1
' 0>�NE �pRIV,4TE
' AVERY
LAND SURVEYOR: BRAD SUITT dt ASSOCIATES
(BRAD L SUITT. PW, REGISTRATION #L-3767)
505 JIMMIES CREEK ROAD
P.O. BOX 12142
NEW BERN, NORTH CAROUNA 28561
252.635.3333
r err• — , n
SIORETENTION I
Owner / Developer
N
N
ORIFICE PLATE
4" PERFORATED PVC
INK EL. PER PLAN -i
PER PLAN
0
GRA TE
E,NW V-4275 OR
APPROVED EQUAL
2
z,
oz
ADDITIONAL _E5
REl AROUND
PIPE OPENING
NO TES.
REINFORCEMENT 14
PLAN
ORIFICE--J
PLATE
L2"x2_e14 w/ -�-
WELDED ANCHORS
BOTTOM EL. -
PER PLANS
ORIFICE SIZE PER PLANS
P4" 7HICK STEEL PLATE
TRASH RACK
REMOVABLE 4"X4" BANDED GRATE
SECURED IN 1-WX1/4" ANGLE
ANCHORED TO BOTTOM AND SIDES
OF OPENING ALL 4 SIDES
WEIR EL.
PER PLANS
0 9" OCEW (MIN.)
CONCRE7E 4M PSI .4 + • A 4 y.- •
0 28 DAYS
SEE NCDOT S7D DWG. 2 x 4" KEYWAY. TYP.
84a 45 FOR
ADDI AONAL DETAILS SET RISER ON 12"
SECTION A —A THKc 314" STONE
BASE LEVELING PAD.
GENERAL NOTES.
MORTAR JOINTS k
CLASS "AA' CONCRETE TO BE USED.
THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING
ALL DROP INLETS OVER J*-6" IN DEPTH TO BE PROVIDED W111'I
METAL S7EPS ON 1 -2" CENTERS
CONCRETE BRICK MAY BE USED IN UEU OF CLAY BRICK.
,)UMBO BRICK WILL BE PERMITTED.
NWW N O STRUCTURE
NTS
BIORETENTION 5
61 BIORETENTION 6
RAM OF EASTERN NORTH CAROLINA. LLC
1210 BROAD CREEK ROAD
NEW BERN, NORTH CAROLINA 28560
PHONE: [phone] - FAX [phone]
OUTLET S7RUCTURES (OS) TABLE
OS
WEIR EL. (FT)
INK EL. (FT)
ORIFICE SIZE (IN.)
1
14.75
10.00
11.00
2
19.75
15.00
12.00
3
14.75
10.00
11.00
4
15.75
11.00
9.00
5
IZ 75
13 OD
10:00
6
2L 75
17.Oe0
14.00
7
19.15
14.40
1 19.00
2
FINAL DESIGN - NOT FOR CONSTRUCTION
REVISED 7110106 PER DWQ-EJF
'l YerS Engineers
�• !� ��h Or �. Planners
• O 7 '�, Surveyors
OFES5/0 "; & Associates, Inc.
Qom. Since 1918
SEAL ?O7 East Second Street 6410 Falls ofNeuse Road, Suite D
021564 Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
��� RAM OF EASTERN NORTH CAROLINA. LLC
BIORETENTION PLANTING PLAN,
816114 SCHEDULE, DETAILS & NOTES
TABERNA TOWNES
DATE -,,-,,'
ATE 2116106 NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
SURVEYOTHERS DRAFT EW SCALE DRAWING NO. PROJECT NO. SHEET
DESIGN E CHECK E,F AS SHOWN W-2917 25259 6 of 9
Sr�w.«t_ f ' + , r .i. .���. .�. i's_ ` -i�..r b., eAIrC,,r.;k•F :}:.el. iJ,I•
'i ./ �� r .. r r. .i':. •i 'f • .:� , � `i 1: •S ,'xr• !,.l: �E , ',!t .��� i
J' \SURVEYC4D2002\Brydge—Taberno Townes—ef\dwg\ Site Plan—of-2.dwg

K� YYr �lr � tiv �4�G
PAVEMENT MIN. OF 2'-6" FROM TOP OF SLOPE OR
FINISHED GRADE PROPERTY LINE
EXTEND TO PROPERTY LINE WHICHEVER
STREET RIGHT—OF—WAY NOTE IS GREATER. V--7'
1
OR AS NOTED ON PLATS HYDRANT TO BE PLUMB, IF ADJUSTMENT _ — —
!S NECESSARY AFTER PRESSURE TEST.{?
�T-1-
CONCRETEFIRE HYDRANT, PUMPER NOZZLE TO A I .
BE PERPENI>tCULAR iO STREETVALVE BOX SHALL NOT BE INSTALLED (L VALVE / 2'-IN SLOPE SECTION.4 a i12' GRASSED AREA MIMINIMUM OF 2'-6" FROM TOP OF SLOPE DITCHRIGHT-OF-TO FIRE WAYS, MAi1CHE1fER 5 t,RTER. f OR 4' SERVICE. i9OX 1D BE WLCAN MODEL #G8471 Wl1H OG8460 LID4T OR D(TENOED TO bwm-,~YPAVED AREAeMETER
EASEMENT TO BE GRANTED TO GUC iw1ARKED �4 • ,..; h . III METER STOP
BY THE DEVELOPER IF HYDRANT EXTENDS . ; a' 4' MIN. = �11BEYOND RIGHT —OF --WAY. FOR G' SERVICE, BOX TO BE EAST "DAN 574Z WITH LID MARKED '::a ` • SEE D>=CANT_ \ BRICK SUPPORTS HOUSE SERE
A MINIMUM 3000 P.S.I. (4 EACH) BY OTHERS
24' MIN. FROM THE-VE BOX SEE NOTE a•BOTTOM OF DITCH
;IN.
PAVEMENT PE SERVICE TUBING
PAVEMENT LENGTH AS REQUIRED
SCALE
O O --- DETAIL
o t�CA.T C��X Cf�R CORPORATION STOP NOTE
VALVE KELP LINE SIACLc I o Dn , t #} ; P P METER BOX TO BE FURNISHED AND INSTALLED BY UTILITY
PROVIDE /�57 fl . P I - .
CRUSHED STONE
AROUND WEEP HOLES � � CONTRACTOR. SERVICE'. SADDLES SHALL BE USED ON ALL
USE DIP IF t1 N07E: O WATER LINES 4' AND SMALLER IN DIAMETER.
LESS THAN MINIMUM LOCKED HYDRANT TEE
SLOPE TOP OF S-0" OF COVER T COVER FLUSH TYPE VALVE BOX SHALL NOT BE INSTALLED SERVICE SADDLES SHALL ALSO BE USED ON B' AND LARGER
CONC. TO PROVIDE OF 2'-0' CAP MI CURB AND OTTER• \ SERVICE SADDLE PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS
DRAW, GE FROM is CLEANOUT RISER VALVE BOX SHALL BE IN ACCORDANCE OF AWWA C-900, CLASS 150.
HYD. DRAIN. t :. r ;•, SEE DETAIL S-1 AND S-1A
8' PIPE .T T � CREIE WITH MANUALMINIMUM COVER OVER SERVICE LINE SHALL BE24'.
" •��L`k ,s , ' �i : BLOCKING VALVE BOX SHALL BE CENTERED AND METER BOX SHALL NOT BE INSTALLED IN SLOPE OF DITCH.
F'•` .y �%�` PLUMBED OVER VALVE.
UNFORMED CONC WATER MAIN
�/ \ \�'/ 6' GATE VALVE
�p
FIRE
�eel fHMRAAW INNSTTAtLpu nOON� CLEANOIJT DETAIL FOR PAVED AREAS
(FOR AREAS 40 i CURB � GUTTER) 1 ER) (S-3) NOT TO SCALE V� � BOX ��
(W-5 NOT TO SCALE
FrIm 1' WA TER SERVICE FOR
VALVES S&MI R 7HM W AREAS WlThUtff CURB AND GVnER
(W-7) NOT rO SCALE (W-Q) NOT TO SCALE
VARIABLE AS D1RECIED BY ENGINEER
00' MAX)
24'
14 GA Gr~ 41x 4' 1 M I RE C
NOTE: 6' 18'
WHEN A SANITARY SEMI M MUST BE INSTALLED GENERAL NOTES: 1/2- W.
LIMIER A ST10RM SEWER AND 12s OF VERTICAL
SEPARATION CANNOT BE OBTAINED. SUPPORTS
SHALL BE PROVIDED FOR THE STORM SEWER. Contraction Joints Shall Be Spaced At 10' lntervlals,
2`-3` COARSE �D• WHEN SnER IS SOR 36 PVC BEDDING SHALL BE Except That a 15' Spacing May Be Used Men a
AGGREGATE .\ N AOOORD/WCE iM7Fl DETAIL /&• 4 Machine Is Used or Men Satisfact Su ort For The
�
\ \ .\ .\ .\ �\ .\ \ Face Form Can Be Obtained Wthout7Ire Use Of ► ► . y .
57M POST N Templates at 10 Interva(& Joint Sporft May Be ► ►
Altered By The Engineer To Prevnt UncaLrThWled io ► ► ►
raclrhlg. � ► � ► � 4 ► .
OR TO BOTTOM ol.
f II Confractlon Joints May Be Installed By The Use Of
STORM SEVIER STORM SEWER, Templates Or Formed By Other Approved Methods. Marc
HIRE FAMC WHICHEVER IS LESS. Such Joints Are Not Formed By Templates;, A Minimum 24� CONCRETE CURB AND GUTTER
B' ryQ STORM SEWER Depth Of 1 1/2' Shall Be Obtalhod
GEorEn%� FABRIC ��' HALF OF THE SEWER
OF THE STORM SEWER " All Contraction Joints Shall Be F#Ied W/th Joint
s (BUT NO LESS THAN 12) CRETE F007INC 12' OR FIuBI 1/8„ RADIUS JOINT SEALER
(T1 C w� LESS
1/8' RADIUS
DIP SANITARY SEWER
ens!
Exp on Joints Shall Be Spaced At 90 Intervals, SURFACE OF GUTTER
TAMPED BACIfFILL BEADING And Adjacent To All Rigid Objects:
BEDDING SEE SIDE sEcnoN BE
GROUND LINE All affb and Gutters Are To Be Poured With
` DIP SANITARY SEWER Class 'A" Concrete. (3000 PSI) � , . • , .
SYDE WEW MIN FIexoble Farms Are To Be Used When Radl! Is
BURY FABRIC 6" MI ;
N. S MIN. FROM EDGE OF PIPE `. - , .. •' . •
Less 7hon 200'. .S ' ' , •
TSWPCR4RY M 4VEL 1/2'
TM fiNTMACE 7EMf 1OWYAW T FENCE CROSSNG BELOW STORM SEWER STANDARD 2'-O' CURB AND GU77ER
N7S NT5 (S 11) MOT TO Sa4► NTS
A� ALLrwrIRAwIL1.1�Cr�Ipe7irifL>t1111W ZlII14JEW�DOIr
•TILL �AID�iA1' AE/lo L>r�
NAO�M�NNfA� �iF�'IN � 3/4.
01143*1OW a^ .
LENGTH OF RES7RAINED PIPE LENGTH OF RESTRAINED PIPE Q :'• "- y. _ :• :�
PER SECTION 3.4,rB.1i.1 PER SECTION 3�4 6 9.1 10 s
• t :'� f ' J '' 1/3 Am 70
M.J. 45` BEND {DIP ONE JOINT OF DI
.• • ..r •' ,..
•r .. •! .. •ti 's.: W/ MECHANICAL NT
DEtiKE
3' x 4" D0WVSPOUT•--,--'11-- - i '•' "• s , M.,L 45 BEND (DIP} 24"
W/ MECHMUCAL F�ES1iiAWT
DEVICE
0Me/It1MI W
PLYYMM STORM DRAIN T NI WAL fiML ■ I I `r a/M R
PL YMOD INLET PROTECTION I MIN. NTS
STD. 6' PVC
CUT TO FIT
DOMNSPOUT M.J. 4W BEND (DIP)
Cr w/ MECHAWAL T DEVICE
�
Tal� sORMMD 010113*1" OR CONCRETE THRUST BLOCKHG DIP
$- SCHEDULE 4o P1/lC —ems - - .:.. -TI/3 A .BLOCKING THAT IT WALL M.J. 45` BEND (DIPS FIII G4L DESIGN - NOT FOR CONS7RUCT10N
9 MECHANICAL
TRAINT DEVICE
.1�IP ORR CONCRETE THRUST BLOCKING
INAM• s; -:�: �,. •:; c, NOT W E FM WnH REMOVAL OF BOLTS,
45' SCHEDULE 40
PVC EYBOW 4�" ~ y • • •�• • ~ ����� { �r� `r • Engineers
IYASfdED SJI:NdE 1MC1iR
�•�• S SHALL BE AS RE / „�
AE7ROISS PFE MAT � '• !� 70 COWNS7RUCT CIZOSSBIG. �� w`�`O�� ""°°0�/2���''. � � � j%e1"S Planners
.� ESS/•'"�r`9 +�-� Surveyors
ALL JOINTS TO BE RE57RAiNED Q�pF O & Associates, Inc.s
SEAL 107 Fast Second Street 8410 Falls of Neuse Road, Suite D
HARDWARE CL07H a 021554 _ Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
WATER UQN RAM OF EASTERN NORTH CAROLINA, LLC
% DETAILS
ZMAL DO TO STONE FILTER INLET PROTECTION STOW "''j `�' :r�
pFE COAREMM (W-14) NOT M sftr TABERNA TOWNES
T _SI� �t PI'"Qt�G'� _ and Stone)
E1-1a-o6 NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY. NC
pTS SURVEY OTHER DRAFT EW SCALE DRAWING NO. PROJECT NO. SHEET
DESIGN EJr CHECKEF AS NOTED W 2917 25259 7 of 9
,2l
,k\SURVE•YCAD2002�8rydge-Tabema Townes-sAdwg\ Site Plan-eF2dwg

•'4
1
URB AND GUTTER: ROLL CURB AND GU7 TER: METER BOX
FINISHED GRADE --,STANDARD 45 . ° (MARKED 'SEWER")
Frame, Grate, & Hood Frame, Grate, & Hood °
East Jordan Iron Works East Jordan Iron Works - °
V-4066-2 Or Approved Equal 7490 WITH TYPE M3 GRATE \ \
BACKRLL 2' FIRE THREAD
/ GENERAL NOTES ANCHOR RODS a �: UNDISTURBED NIPPLE &CAP
Mortar Joints 1/2'tJ/8" Thick (2-PER RYTING) _ - : - ; . ". �L
Back of curb Class "AA" concrete to be used. UNDISTURBED ° ° DIRECTION
/\' 4 The pouring of floor slab to be accomplished SOIL OF THRUST ELBOW (SIZE AS REO'D.)
12' MIN. X N r by forming. r
. '. ," / an
B 8 All catch basins over 3--8 in depth shall be VERTICAL BENDS AND 866MQR, _ BALLVALVE PRESSURE SEWER MAIN
r 1 • provided with steps 1'-2' on centers, Steps (SIZE AS REQ9?.)
SELECT /� _ '; - - shall be in accordance with STD. NO. 25.12.
� T v ' " ` Y Y Concrete brick may be used In lleu of clay ZUNDIS7URBED SOIL IREC77ON p '
/\ •' _ _ brick. Jumbo brick will be permitted.
W
PIPE For 8'-0' in height or less use 8' wall. Over OF THRUST A:
y\ V D W1 0' in height use 12" wall to 61-0' from ! 6 PIPE UD. X 6 p of wall, and 8' wall for the remaining
GRANULAR
ENT%� coo °Q ° pg / 4r MINIMUM
a Leave weep holes as directed by the engineer.
0 0-ULr
Plan- - `° o. ° ; :. �'. CONCRETE THRUST BLOCKING
Sec tion — XX (ANCHOR AS REQ D.)
EC a •
OF THRI UST UNDISTURBED
C SIB /�i c :
~- --- — SOIL CLEAN OUT (TYPE 1)
BEDDM
NTS ME AND PLUG NTS
— r r
�f w■ �� so �■ .r.
rrr wr �� �1 -= ■�
10
ar r■ :: .Ilrl �■ .�
■r rur - �1 �. ,�
■r rr j ■r.
nNISHED GRADE--.-_
■� � "� �1 ri■ ilr
End Elevation Side Elevation
Section YY
Mere
�r rrl r•I At■ F�
" To 36" Pipe Is Used Mere 420 To 540 Pipe Is Used
BACKnLL
[ [ IfI r
-Section — jj Sec tion
II�IIIII�-111111=���ill�
=111111_"C'111111�111111-11111
,s
:'r
a :'x►
METER BOX
(MARKED 'SEWER')
2' FIRE THREAD
NIPPLE & CAP
2' PIPE
WYE FITTING (SIZE AS REQ'D.)
PRESITURE SEWER
BALLVALVE (SIZE AS REQ'D.) MAIN
NOTES. -GRANULAR / PIPE $° / 1. MINIMUM BEARING AREA (IN SQUARE FEET) AGAINST UNDISTURBED TRENCH WALL OF SAND.
EMBEDMENT % ° B M M
� J � JL 2 AREAS SHOWN ARE FOR 150 PST TEST PRESSURE IF TEST PRESSURE IS OTHER THAN 150 PSI, ADJUST AREA
Jr
OF REAC7)ON BACKING IN DIRECT PROlPOR7101M.IN
0
3 OTHER S01L CaV&D N CEMEN7FD SAND OIR HARDPAN - MULTIPLY ABOVE BY O.5 s ° . ► A D °
4' MINIMUM GRAVEL OIR HARD DRY CLAY - MULTIPLY ABOVE BY tJC7 '°• _' - - ' . • . ••
° SOFT CLAY - MULTIPLY ABOVE BY 2.0
� SECURE ALL R 71NGS W7H APPROVED HARNESS OR 77E ROO CLAMPS, WIN k s_
Plan plan CONCRETE REAC77ON BACKING THE SAME AS LISTED FOR SAND COND17IONS CONCRETE THRUST BLOCKING
(ANCHOR AS REQ'D.)
11RIJST BL.00KGG AND
1W 'D' ADDING STANDARD EfYCK CATCH Q4&N ANC�NG SCHEDULE CLEAN OUT (TYPE 2)
CLA V �► V / 54sPPE NT5
NT5 NT5 N75
18' OR 24" 18' OR 24"
FINISHED GRADE 2"
\f d tl
BAQKRLL f / d' a a v 4
�\ " 24r CURB & GUTTER - 36w VALLEY GUTTER
30" CURB & GUTTER - 48' VALLEY GUTTER 5W NGHT OF WAY
. • E12*MIN. R f1N T R
SECTION 5' SHOULt 20' PAVEMENT s' sHouLDER 5' DITCH
FT.
SELECT %\ 1' PER
BACKRLL / F7
EitiIBEDMENT / PIPE �r �• �.r \011
`, \ PROVIDE EXPANSION k 8' COMPACTED STONE
• JOINT AT MID -LENGTH
BASE. TYPE ABC
1 OR EVERY 20' �\ 1-1/2` BIT. CONS PAVEMENT
4" MINIMUM (WHICHEVER IS LESS) TYPE S9.5A r
ABC
STREET SECTION - BA TI LEFIELD TRAIL
PLAN
CLASS
NTS
L ` AS YES
NTS CONCRETE VALLEY GUTTER
NTS
ir FINISHED GRADE
BACKFILL
•r\
•r
E71lBEDMENT
•r
12" MIN,
`
/
`
PIPE
CONCRETE THRUST BLOCKING SCHEDULE
CONCRETE SCHEDULE
VERTICAL BENDS
ANCHOR ROD
SIZE
FITTING
BEARING AREA IN SQUARE
FEET
MIN. CU. YARDS
CONCRETE
FOR VERTICAL
SIZE
TEE/PLUG
90'
45'
22-1 /2'
11-1 /4'
90'
45'
22-1 /2'
11-1 /2'
SEND AND
ANCHORS
4'
1
2
1
1
1
1
1
1
1
1/2-
6*
3
3
2
1
1
1
1
1
1
8"
4
1 6
3
2
1 1
2
2
1
1
3/4"
10"
7
9
5
3
2
3
3
2
1
12"
9
12
7
4
2
5
3
2
1
14"
12
17
9
5
3
6
4
3
2
7/8"
16"
16
22
12
6
3
$
6
3
2
18"
20
27
15
8
4
10
7
4
1 2
20"
24
34
18
10
5
12
9
5
3
24"
34
48
26
14
7
17
12
7
4
1-1/8"
30'
53
75
41
21
11
27
19
10
5
3fi`
77
10$
59
30
15
38
27
15
$
1-3/$"
r ow
FINISHED .
GRADE
w
_ FINAL DESIGN - NOT FOR CONSTRUCTIDN
1 Yz' BIT. CONC, PAVEMENT
I io TYPE S9.5A 24' B
r
�- l Engineers
�• d �Illsullllr� -- lYerS Planners
�.-..-.�... -- 24" ROLL -TYPE `.���� r,,/
�µ C� , Surveyors
CURB AND tYJ77ER 8" COMPACTED .�,� FESS/ d�. & Associates, Inc.
30i10 PS CONCRETE VSTONE BASE; ABC ��� ► 107 East Second Street 3rnce rsrs 8410 Falls of Neuse Road, Suite D
z BEAL - Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
VALVE Box 021 - RAM OF EASTERN NORTH CAROLINA. LLC
DET,4ILS
COLLM FOR VAC W. BOX TYPICAL SMEET SECTIDN
� `TABERNA TDWNES
NT5 NT5 DATE 1-10-06 NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
CLASS !P
SUR1IEYOTHE7�' DRAFT EW SCALE DRAWING N0. PROJECT N0. SHEET
NTS DESIGN E%F CHECK EJF AS NOTED W-2917 25259 8 OF 9
ail i � }r ...Sli ilr! ,, 1 11
I. 1 1
tl`til � i� I.I
� 1; f 11J +irtfrr •�
r
� i { ,'I ? .,
!a
1ij­
7�1
4.
r r,
II'. {, •, 1. .fr' S R�
+`, 1 �.
JJ1
tlr , ,
.k \SURVEYCAD2002\8rydge-Tabemo Townes-ef\dwg\ Site Plan-ef-2.dwg

CidC� c
ax sd-
10 -o" 10 -o"
CONTROL PANEL
(FIELD INSTALLED)
• � I
FIBERGLASS 9WS77NG WATER o
COVER LINE W 3 TIMES PIPE DIA.
• �r �r
W _
iI PROPOSED SEWER LINE II _
WATERTIGHT STAINLESS STEEL. FLOAT HOOK ... "'
NEWA 4X J—BOX 1/8' 302 STAINLESS JL JL
sTEEt UFTTNG CABLE ~
EXTEND DUC77LE IRON PIPE 1 D -0" BEYOND '
Gi wssw ON 807H EXgSTING & PROPOSEDc?0 p c? O�Q
311r X 1' 416 STAINLESS 1RANSyTXW FRONT P PIPE'S FORCLEARANCE LESS THAN le 00
18AND.LOAR CO SATE p ���EA Q O H A -WE � Sid DUCTILE IRON PIPE IS NOT RE- O OaO
1 1 4- NPT BRASS d0o 1z d00 O MAX. 1 1/2-1
�.._._. DI NNECT FI[ TING 00 0 0 TO CONTROL PANLI.
1 1/4- PVC SCH 40 I I � . �AL — SE*ER 1 �r VARIABLE
1 1/4- DISCHARGE FITTING PIPE AND F{TTWGS Cfi�� 3 TIMES PIPE DLA. TYPICAL ENERGY DISSIPAIIER W/RIP—RAP
1 1/4- PVC SLIP X NTS PIPE DUI. NOTES:
4' CAST IRON INLET HUB SUP BALL VALVE Yq�.,-
(FIELD INSTALLED) FLARED END PIPES GREATER THAN36'
WILL REQUIRE CONC. SLAB AND OR RIP —RAP
*600
TO PROTECT BOTH ENDS OF PIPE
HIGH LEVEL
ALARM FLOAT 1 1/2- SQ. GUIDE RAIL 304 / J�
STAINLESS STEEL 16 GA *OTHER BASIN SIZES 10 =D' i0 =O"
FIBERGLASS J BASIN
READILY AVAILABLE.��� f� RIP -RAP DIMS. AS SHOWN ON
1 1/4- FEMALE NPT �// PLAN FROM CHANNEL THUS
CAST IRON CHECK VALVE PUMP CONTROL
'ON' FLOAT •
4 FILTER STONE BED
OR FILTER BATH
1 1/4* PUMP CONTROL
GALVANIZED
I
*OrrFLCNT TYPICAL CONC.
DISCHARGE PIPE d` FLARED END •
PROPOSED DIP SECTION 3 p�
FIBERGLASS
SEWER LINE
ANTI —FLOTATION FLANGE RIP —RAP PROTECTION AT OUTLETS
24' JAIN. , r r
FOR PIPES ON MILD STAPES
JL JL
EXTEND DUCTILE IRON PIPE 10 ND BEYOND REPAIR SLEEVE TYPICAL ENERGY DISSIP�4 TORS
EXISTING WA1ER CROSSING OlN BOTH E7llS7lNG AND PROPOSED
LINE PIPES
SUSIEMELE CPAVDER PUMP NTS
NT5
■ I P DETAL - SEWER CROSSM
ABOVE WATER LNE
NTS
NOTES:
M ���
1. ROM CHECK DAM SHALLFOR BE CONSTRUCTED OR PIPE E7!►SANG GRADEA A OF CLASS 1 RIP -RAP WITH 12' THICK Na 57 2 =0" VARIES
STONE FACE CN UPSTREAM SIDE. INSTALLA710N
LENGTH OF ENCASEMENT
TO BE STORM SEWER PIPE
O.D. PLUS 1 FT. OR AS
`\` \\\� °a N \ X \\. EXISTING STORM SEWER
2 H=VARIES ACCORDING TO LOCAL CONDI TiOIYS g•a as o
011
INSTALL AS DIRECTED BY ENGINEER. o ° 0 PROVIDE 8' CABC SHOWN ON PLANS
o �
UNDIISTURaW EARTH / STABILIZ4710N STONE WYE CHECK VALVE BALL uVALVE
6 MIN.
12' MIN. j • / • //' / / 6 MIN.
SPILLWAY SHALL BE 8' MIN. BELOW LEVEL OF LOWEST BANK
BAC TOLL AND O 0 v
SPILLWAY-W MIN. % EMBEDMENT
21 WwTH jj�kj
PIPE /
NO. 57 STONE SELECT BAC,�KFILL PROPOSED LINE
I-NO.
VARIES - SEE NOTE PVC SERVICE' ETER BOX CORPORATION S
H 1;1 1 �� / / / / UNE SADDLE OR TEE
1BRANCH TEE S
W/ BY SPEC
CLASS I RIP -RAP THREADED ADAPTOR,
A --A B-B
1' METER VALVE de PRESSURE S�E'WER
X OF 1' COILED MAIN -NOTE
7YMAL SOL AND STOW RUBBER HOSE SERWCE SIZE SHALL
TEM p���/ �/� CHECK /'�STOW SEWER CROSGAIG BE 1 1/4' UNLESS
Y /7i./VI� �7/L.T iI NTS ---- ---• N OTHERWISE SHONIV
GW PLAN
"'� SEWER SERVICE VALVE ASSEMBLY
VARIABLE AS DIRECTED BY E VGNEER NTS
(7' Mom)
FILTER FABRIC (TYP.) BURY UPSTREAM EDGE OF
Tz
LAST STRIP 12' OR MORE
PLACE STAPLES 1-1/2- TO
6' APART OR AS REQ'D
MIN. 10 GA. UNE WREN I TO HOLD EXCELSyOR
MIN. 12 112 GA. INA WIRES
FIRMLY IN PLACE
DRESSER COUPLING
- _ - OVERLAP STRIPS 4' IN
- - - : -- DIRECTION OF FLOW
-�- S7EEZ POST 01 + I -,BURY EACH EDGE OF FII Vi4L DESIGN - NOT FOR CONSTRUCTION
`J 'y' MELDED WIRE FABRIC
�.
.��
DUCTLE IRON PIPE
PVC
STRIP 4' OR MORE:
EXC&SJOR MATTING STRIPS
•
_���j1,luulrlrl,r.. ��! �-,-�•><=r,. Engineers
I �•
I
-�- I
(
'
Surveyors
'tp
SIZE AS REQUIRED
=
Associates, Inc.
si Ice 1918
N
Q�
107 East Second Street 8410 Falls of Neuse Road, Surte D
021554
Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
RAM OF EASTERN NORTH CAROLINA. LLC
GROUND UNE
a
PLAN
''•,GIli .�'
s+`
�C RP' *``
J. F
DETAILS
TAMPED BACKFlLL
BURY FABRIC 6' MIN.
�
1/11111111
TA BERM TOWNES
s' MIN
MAPOMRY SLT PENCE
TO
PVC ■ O
c/'
W,G/��" U4T7M
GATE 1-10-06
NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
NT5
N15
NTS
St1RVEY0IH
DRAFTEW
SCALE
DRAWING NO.
PROJECT NO.
51iEET
DESIGN E-F
CHECK ELF
AS NOTED
w 2917
25259
9 OF 9
J. \SURVEYCAD2002\8rydge—Ta6ema Townes—ef\dwg\ Site Plan —of 2.dwg
31DI