30522_TOWN OF RIVER BEND_20011120

C,CAMA / El DREDGE &FILL i " � C �����l�,(
GENERAL .'HERMIT Previou�ef`mit# G �'"
P
C�New ❑Modification — Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
❑ Rules attached.
Applicant Name * a t', Project Location: County c r
Address Street Address/ State Road/ Lot #(s)
State ZIP .:-A I
Phone # ( ) Fax # O
Authorized Agent
Affected ❑ CW G EW L PTA ❑ ES PTS
AEC(s): ❑ OEA E HHF ❑ IH ❑ UBA `I N/A
❑ PWS: ❑FC:
ORW: yes / no PNA yes /rn6) Crit. Hab. yes /?,,no
Type of Project/ Activity
Subdivision
ZIP
City - F, ,�� ; .,.-.
Phone # ( ) River Basin
Adj. Wtr. Body �.'tc (�� (nat /6ian /unkn)
Closest Maj. Wtr. Body , v C r
(Scale: )
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
Shoreline Length
SAM not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by: See note on back regarding River Basin rules.
Notes/ Special Conditions /v F � � f ' ( � f , /s r,, %
/1
} 4
Agent or Applicant Printed Name f
Ag ppli�"Permit Officer's Signature
Signature 'Please read compliance statement on back of permit" Issuing Date Expiration Date
Application Fee(s)
Check# Local Planning Jurisdiction
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
[� Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location: Fax: [phone]
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 10/05/01

6261
AVOLIS ENGINEERING, P.A. FIRST
PO BOX 15564
5405 MORTON RD NEW BERN, NC 10/29/01
NEW BERN, NC 28561 66-301531
252-633-0068
* * 100.00
PAY TO THE NCDENR-COASTAL MANAGEMENT
ORDER OF
Onc Hundred and 00/100
*************************************+************************************************** DOLLARS
NCDENR-COASTAL MANAGEMENT
1
1
MEMO:
RIVER BEND - STORMWATER 6P�e-30 SZ Z
006267n■ 1:053L00300i:O0LLL2439279'
.I 11 , . 1111 I'Af II 1111 AIIIII II'I V'AII IIMI IN 111I I11 VI i 1i 11 1
Ii,unlrlulll, ll;n1-a'�

AVOLIS
ENGINEERING,
P.A.
P,O, Box 15564
• New Bern, North Carolina
28561 • [phone]
October 12, 2001
Mr. Scott Jones 01 Z091
CAMA Office
151-B Highway 24, Plaza II
Hestron Building
Morehead City, NC 28557
RE: Stormwater Improvements, Town of River Bend
AE Project No. 01042
Dear Scott:
I appreciate the opportunity to discuss the proposed drainage improvements at River Bend with
you. Per our discussion, it is my understanding that a General CAMA Permit will be issued for
the project. Per our discussion, attached please find the following information relative to issuance
of a General CAMA Permit for this project:
1. Executed Bridges and Culverts section of the CAMA Major Permit Application.
2. Proof of Notification of Adjacent Riparian Property Owners
3. $100.00 Permit Fee
It is my understanding that one set of project plans is required for this submittal, and these were
previously submitted.
It is requested that a CAMA General Permit be issued for this project at your earliest
convenience. Should you have any questions relating to this matter or need any additional
information, please do not hesitate to call.
Sincerely,
evin Avolis, P.E.
ice -President
1 40L_ Ycu A,� D

ADJACENT PROPERTY OWNER STATEMENT
NOV 0 1 2001
I hereby certify that I own property adjacent to Town of River Bend `s
(Name of Property Owner)
property located at Shoreline Drive Right -of -Wad , on
(Lot, Block, Road, etc.)
Harbor Town Lake in River Bend , North Carolina.
(Waterbody) (Town and/or County)
He has described to me, as shown below, the development he is proposing at that location and I
have no objection to his proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
Signature
Salo 1Lc1��ow
Name
a5a.- (fl$3--LRLo3
Phone Number
►o- a t -ol
Date

ADJACENT PROPERTY OWNER STATEMEN*0 V 0 1 2001
I hereby certify that I own property adjacent to Town of River Bend `s
(Name of Property Owner)
property located at Lochbridge Drive , on
(Lot, Block, Road, etc.)
Town Lake in River Bend , North Carolina.
(Waterbody) (Town and/or County)
He has described to me, as shown below, the development he is proposing at that location and I
have no objection to his proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
Signature
Name
Phone Number
/O-Z� a/
Date

CERTIAMARK
111111111111111111111
NOV 01 2001
O
;E''
NEWW BERNNC
.NC
28561
OCT 18.'01
ao:...sonvi
RMOUNT
0000
$4.86
28562
00079902-06
re S N)-) rrned Pi
Io�as) o1- ?LI T" 8-K'Cej -
AVULlS LNUINLLlUNU. Y.A.
P.O. Box 15564 • New Bern, North Carolina 28563
n
RoX,28562
o�d0�°`
a Mor.d•�s" "° Ads`
� �a"od O Reh+Md
ueUAttemPted-Not
Knot^
p N° SUen StMMONumbes
13 VWmt ❑ "'soft"
O No µoil RsesP"c"
O Boa Clossd-- Olds'
a RMRMd W Ballot AddsesS
spa

00
00
04
i
O
°
N
U
> I�
u1
o
00
0 N
rru
N
N
CF
to
p
--
m
m
o
Z
3
Z
m
C Q)
n
`r
°
f6 (D
o z
C3
r o
X
C3
O
Q
Q]
O
M
a
R-
IF
o
I
r
ms 1, 2, and 3. Also complete
sash tricted Delivery is desired.
me and address on the reverse
an return the card to you.
E m Z ard to the back of the mailpiece,
f71 nt if space permits.
41: -9 to:
w
6 JN N -� dI ls(Ar� Pr,Cn
DrE �;ne,
A ReceNed by (Please Print Cleary)' B. Date of Delivery
C. Signature
❑ Agent
X ❑ Addressee
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
�A
tic
U
\t
n
o ` rii 1
C', a c q J L Z..
m y,
3. Service Type
ECedified Mail ❑Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail Cl C.O.D.
4. Restricted Delivery? (Extra Fee) El Yes
a a mg my
¢¢ p
;pr: IJ"I
labe0
rt 'N - '[oqg 3�1DO o011 o a15
C
d
? a 2 m a
3 - service
c a'� �m J 102595-01-M-142<
2001 Domestic Return Receipt
�sdi
,March
5T2h
6E90 TTOO OOhE
660L
hto
, u V 0 ` 200,

4 .
Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
Not Applicable
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)9
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top .of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
Revised 03/95

Form DCM-MP-S
j.
Will the proposed culvert affect existing navigation
2.
CULVERTS
potential? Yes x No
If yes, explain
a.
Water body in which culvert is to be placed
Harhnr Tnwn T.aka/Tnwn T.aka
b.
Number of culverts proposed 2 Each Location
c.
Type of culvert (construction material, style)
3.
EXCAVATION AND FII.L
Corrugated Steel Pipe
a.
Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
d.
Will proposed culvert replace an existing bridge?
Yes x No
Yes x No
If yes,
If yes, -
(1) Length of area to be excavated
(1) Length of existing bridge
(2) Width of area to be excavated
(2) Width of existing bridge
(3) Depth of area to be excavated
(3) Navigation clearance underneath existing
(4) Amount of material to be excavated in cubic
bridge
yards _
(4) Will all, or a part of, the existing bridge be
Excavation will be completed on uplan;-,
removed? (Explain)
b.
Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _ SAVs , Other Wetlands
If yes, No
e.
Will proposed culvert replace an existing culvert?
(1) Length of area to be excavated
x Yes No
(2) Width of area to be excavated
If yes,
(3) Amount of material to be excavated in cubic
(1) Length of existing culvert 6 5 ' / 8 2 '
yards
(2) Width of existing culvert 6 0 71
(3) Height of the top of the existing culvert above
c.
Will the placement of the proposed bridge or culvert
the MHW or NWL 4. 9' /5. 3'
require any highground excavation?
(4) Will all, or a part of, the existing culvert be
x Yes No
removed? (Explain)
If yes,
All removed at Town Lake
(1) Length of area to be excavated 74
None at Lochbridge 17rive
(2) Width of area to be excavated 10
(3) Amount of material to be excavated in cubic
f.
Length of proposed culvert 6 2 ' / 1 2 0 '
yards 1 8 5 CY
g.
Width of proposed culvert 1 12 81 "
d.
If the placement of the bridge or culvert involves
any excavation, please complete the following:
h.
Height of the top of the proposed culvert above the
(1) Location of the spoil disposal area
MHW or NWL 73"/84"
Material will be used to Elevate
(2) Dimensions of spoil disposal area Road
i.
Will the proposed culvert affect existing water flow?
800 LF x 40 LF Shoulders
Yes x No
(3) Do you claim title to the disposal area?
If yes, explain
x Yes No
If no, attach a letter granting permission from
the owner.
Revised 03195

Form DCM-MP-5
(4) Will the disposal area be available for future
maintenance? Yes x No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes _ x No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes x No
If yes, give dimension if different from No. 2
above.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
Coastal Wetlands _ SAVs — Other Wetlands
If yes, NO
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? x Yes No
If yes,
(1) Length of area to be filled 800 LF
(2) Width of area to be filled 40
(3) Purpose of fill To elevate road
shoulders
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes x No
If yes, explain in detail
N U V 0 1 10U'I
b. Will the proposed project require the relocation of
any existing utility lines? Yes x No
If yes, explain in detail
C. Will the proposed project require the construction of
any temporary detour structures?
Yes x No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes x No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? _ S; I t EenrP
Seedwav Mulching, Sodding
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe, Excavator,
Dump ruc ra er
g. Will wetlands be crossed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail Existing wood
retaining wall being replaced with
newly aligned vinyl retaining wall
James W. Findley, Mayor
Ap licant or Project Name - R i v o r Ben ci
signature lab)h
)�
Date
Revised 03/95

UNITED STATES POSTAL SERVIC&R, -- First -Class. ll
Po8p?,,Q..$ Fees Paid
PM ;,.• usPS..,..�_
�' Fierreiif ffo C-11D
V. 20 OCT c„
• Sender: Please prin our BBCn A' ddress, Wt8 ZIP+4.- in this box""'
NVO� �5 G Ifs ► h@e.r1�1 Q.1'"r.
t�3ox I s s (6 4
NeW Be.rrN, O.C.
a•IS 111111111it1)tIfIIII 111lll,ltl!lIdfi llllt1t111111ifI,111t:III
■ Complete items 1, 2, and 3. Also complete
item'4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Re,(- Po, 4 ('v�nelr 5 Assc
Chv Eav- 6arcL ��Ve
-:�$ Q►er Paine
New &-yn, N.C.
d4?S102
i
A. Received by (Please Print Clearly) I B. Date of Delivery
C. Sig a ure �'� —j
X ❑ Agent
❑ Addressee
D. Is delivery address different from item 1 ? ❑ Yes
If YES, enter delivery address below: ❑ No
NOV 0 1 2001
3. _Sere e Type
O Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (transfer from service label) 11019 .3400 0011 0(0 3q 4 aj j
PS Form 3811, March 2001 Domestic Return Receipt
102595-01-M-1424
r
r
r
mPostage
0
Certified Fee
Return Receipt Fee
(Endorsement Required)
O
Restricted Delivery Fee
Q
(Endorsement Required)
C3
0
Total Postage & Fees
e (Pl e Print C/earP
m
E-.
E-
o--a�bar
Street, Apt. No . or PO Bc
# $ P �cr
O
City State, ZlP+4
Iti
\1
4

UNITED STATES POSTAL SERVICE First -CI S
"Permit No.
• Sender: Please print yonam�,�address, and ZIP+4yin thisbox
i
PNOWS
i
i
p. C. -�)o,C 15!�to`4
C l
'� RC 5to f J .�W � a8
i
it,I,ll,,1„I,Ir,Ilrtttrll,lrlltili,rlifill ,r111ifill IIII fil,l
■ Cernplete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the batik of the mailpiece,
or on the front if space permits...
1. Article Addressed to: - ' i LUI
A ar�a re+ E
1, o 4o Cedar R, dgc __br► de.
,,,Heft lir�- , ( c. ag40s
A. Received by (Please Print Clearly) B. Date of Delivery
C. Signature c. 1
X "0 Agent
❑ Addressee
D. Is delivery 9ddress dill rent from item 1? IFI-�
If YES, enter delivery address below: ❑ No
:Arq
IJC-
3. _Service Type
LI Certified Mail ❑ EXDress Mail
�LJ II IJUICU IVIGIII LJ V. V.v.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 1 Q
(transfer from service label) 109 . a o i� p C)1 j b l0 3 q /• .i Q o
PS Form 3811, March 2001 Domestic Return Receipt 102595-01-M-1424
o Article
y
Aar OL
;rd
Ir
m
Postage
$
/, 3
.0
C3
Certified Fee
b
C� � ?
�
Return Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
Pos rk
Here
co (L.W-4 .
� �
�O
Q
(Endorsement Required)
O
M Total Postage & Fees
o
?
M
m
Name (lease Print Clearly) 4to be Co�m.P / ed by m ilerJ
�ii f Q r et f
0--
o
--
Street, Apt. No. • rP0 Box No.
-----°�Q--- - C_
1= 1
e.
------"-" """""-"-""'"-'-'-'----
��
Ciry. State, ZfP+4
-.
' W ' rn: ion, N, C . .2% 40S

I RELEASE FOR PERMITS JKA 8/8/01
j<
2 RELEASE FOR CONSTRUCTION JKA 9/3/01
DESCRIPTION BY DATE
Revisions
Cityor~\
IMPROVEMENTS
i
."
pt"
—STO—PL%,MWATER
`
TOWN OP 1tIVER B
1
A!- Pmm'/
TOWN OF RIV
u
L
� �
vwL 41,
ew
CRAVEN COUNTY, NORTH CAROLINA
HAZARD MITIGATION GRANT PROJECT HMGP-1134-0056 PHASEII
VICINITY MAP
NOT TO
SCALE
OWNER: TOWN OF RIVER BEND
45 SHORELINE DRIVE
RIVER BEND, NORTH CAROLINA
[phone]
SPONSORING AGENCY: DEPARTMENT OF CRIME &c PUBLIC SAFETY
DIVISION OF EMERGENCY MANAGEMENT
DISASTER RECOVERY OPERATION") CENTER
1830—B TILLERY PLACE
RALEIGH, NORTH CAROLINA 27604
ENGINEER: AVOLIS ENGINEERING, P.A.
PO BOX 15564
NEW BERN, NORTH
[phone]
DRAWING INDEX
SHEET TITLE
CS COVER SHEET
C1 OVERALL SITE PLAN
CAROLINA 28561
C2 SITE PLAN & PROFILE - CROSSING #1 @ SHORELINE DRIVE
C3 ENLARGED SITE PLAN & PROFILE - CROSSING #1 @ SHORELINE DRIVE
C4 ENLARGED SITE PLAN & PROFILE - CROSSING @ LOCHBRIDGE DRIVE
C5 ENLARGED SITE PLAN & PROFILE - CROSSING @ LAKEMERE DRIVE
C6 ENLARGED SITE PLAN & PROFILE - CROSSING #2 (@ SHORELINE DRIVE
C7 ENLARGED SITE PLAN & PROFILE - CROSSING @ OLD BRICK ROAD
C8 IMPROVEMENTS @ MASTERS COURT AREA
C9 DETAILS
C10 DETAILS
C11 DETAILS
C12 DETAILS
�LnLo
., (0,C) co
� I
� U �
cy)Z
cx W z in
w_Ld
°w�
w �m
X
Ew
►� o z 00
(.D
��Q0o
w�l
w in
c
o
~ > N
O U al
w
0
01042CS.DWG

A CROSSING #2 ® SHORELINE DRIVE
Cl I C6
A
Cl 105
A OVERALL SITE PLAN
C1 C1 SCALE: 1"=200'
PO
�O
,ANCE o�
Ai
CROSSING ® OLD BRICK ROAD A
C1 C7
POND
IMPROVEMENTS ® MASTERS COURT A
C1 [C8
�s \
01
CROSSING ® LAKEMERE DRIVE
r
MARGO COURT
to
A CROSSING C LOCHBRIDGE DRIVE
C1 C4
R1D(E DR1VE
EXISTING DREDGE SPOIL AREA/
CONTRACTOR DISPOSAL AREA
SEE NOTE 1 THIS SHEET
CONTRACTOR LAYDOWN AREA
SEE NOTE 2 THIS SHEET
Kk-
o�
TOWN HALL
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL COMPLETE THE
CONSTRUCTION IN THE FOLLOWING ORDER
TO ENSURE THE PROPER PERFORMANCE
OF THE DRAINAGE STRUCTURES DURING
CONSTRUCTION:
STEP NO. 1 : CROSSING #1 @ SHORELINE DRIVE
2 :
CROSSING
@
LOCHBRIDGE DRIVE
3 :
CROSSING
@
LAKEMERE DRIVE
4 :
CROSSING
#2
@SHORELINE DRIVE
5 :
CROSSING
@OLD
BRICK ROAD Q
6 :
IMPROVEMENTS @MASTERS COURT �
NOTE:
1. THE CONTRACTOR SHALL BE ALLOWED TO DISPOSE OF
EXCESS SOIL MATERIAL FROM GRADING OPERATIONS IN THE
EXISTING DREDGE SPOIL DISPOSAL AREA. THE CONTRACTOR
SHALL SPREAD AND GRADE ALL MATERIAL PLACED IN THIS
AREA TO ENSURE THE SURFACE DRAINAGE PATTERNS ARE
MAINTAINED. ALL DISTURBED AREAS SHALL BE SEEDED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN. NO
MATERIALS OTHER THAN SOIL SHALL BE DISPOSED OF IN
THIS AREA, ALL OTHER MATERIALS GENERATED FROM THE
CONTRACTORS OPERATIONS SHALL BE DISPOSED OF OFF
SITE IN AN APPROVED DISPOSAL AREA.
2. THE CONTRACTOR SHALL BE ALLOWED A LAY DOWN AREA
APPROXIMATELY 200'X200' IN THE GENERAL VICINITY OF THE
TOWN OF RIVER BEND WATER RESOURCES OFFICE. THE
CONTRACTOR SHALL BE RESPONSIBLE TO RETURN THE LAY DOWN
AREA TO ITS ORIGINAL CONDITION FOLLOWING CONSTRUCTION.
THE FINAL LOCATION OF THE LAY DOWN AREA SHALL BE
ESTABLISHED BY THE TOWN OF RIVER BEND.
1
2
RELEASE FOR PERMITS JKA 08/08/01
RELEASE FOR CONSTRUCTION JKA 09/03/01
NO, DESCRIPTION BY I DATE
Revisions
PN� N10A �R�vE CROSSING 1 ® SHORELINE DRIVE A
p� Cl C2
yYkK< ALL WORK THIS AREA IS BID ALTERNATE NO. 1
` GRAPHIC SCALE
200 0 100 200 400
ALL WORK T
HIS AREA IS BID ALTERNATE NO. 2
( IN FEET )
I inch = 200 ft.
400
CA��ui�iii
Q�H..Off'''%,,,
` FESS•••29�'y9``
EAL
15738
oQ
O
O
Z
>1
E,
wr
Z�4
(D
E-
C LO'
00c0
Z CD
N W zN
Ln
O W N
W �m
N X
Ez�
'moo
W�p
C
U� _(D o
I� 'a m CV
O U O `4
z
F-4
O
W
Q
�
�
O
w
W
H
Z
j
�
w
O
Z
Z
O
O
O
w
01042.DWG
W

1 RELEASE FOR PERMITS JKA
ABBREVIATIONS 2 RELEASE FOR CONSTRUCTION JKA
CB CATCH BASIN
HARBOUR TOWN MARINA NO,
,�` ./ ,•'' ,t' ,� ,' CENTERLINE
F CONC. CONCRETE
CMP CORRUGATED METAL PIPE
EOP EDGE OF PAVEMENT
ELEV ELEVATION
INV INVERT0 10
►
OHE OVERHEAD ELECTRIC I
R RADIUS
RCP REINFORCED CONCRETE PIPE
R /W RIGHT-OF-WAY j
TBM ELEV=6.1 STA STATION ►
TBM TEMPORARY BENCHMARK
INVERT 15 RCP ►
o �
s `
cp `
a �
V
A SITE PLAN - CROSSING #1 ® SHORELINE DRIVE
C1 C2 SCALE: 1"=20'
16
14
12
10
2
CD
_- CD
i�
i
- - s
i
r
f /
200
..s=
, .. 8
l,i
3
E V
OR\
I �
TOWN HALL LAKE
VEGETATION REQUIREMENTS:
1. ALL EXISTING SURFACES COVERED WITH A FULL STAND OF GRASS SHALL BE REVEGEATED
WITH CENTEPEDE SOD.
2. ALL NATURAL AREAS GRADED OR OTHERWISE DISTURBED SHALL BE SEEDED AND MULCHED.
3. THE CONTRACTOR SHALL COMPLETE A PHYSICAL INSPECTION WITH THE PROJECT ENGINEER
PRIOR TO STARTING CONSTRUCTION AT ANY SITE TO DOCUMENT EXISTING CONDITIONS.
AVEMENT &.,CULVERT'
TC TOP OF CONCRETE ►
TYP TYPICAL
QD
'11y_
ENLARGED SITE PLAN - CROSSING #1 A
® SHORELINE DRIVE C2 C3
r
r
r
r
r
r
r
LEGEND
1
EXISTING NEW
EXISTING NEW
+�3a.007 SPOT ELEVATION +38.W
CONCRETE 0
r
--o WATER SERVICE
ASPHALT 0
------- WATER MAIN M
TEMPORARY BENCHMARK
---s------ SEWER MAIN s
===> DRAINAGE FLOW
1
DRAINAGE PIPE
L..I CATCH BASIN �
----on -- - DRAINAGE DITCH -
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
_----.- GAS SERVICE
---- -- - CONTOUR
x
VALVE
'
HYDRANT
(
SEWER MANHOLE QS
ICI
CURB INLET
M
ELECTRIC TRANSFORMER
UTILITY POLE
STREET LIGHT
1,
TREE
TREE LINE
DRY HYDRANT
--
SIGN
200.CO'
VC
rr
(D
>_
Oo
PVI ELEV
= 10.00
o
N
+
�
CD
CD
U>
C--)U
Q
O
Qo
r-
z
Ww
FIN
SH GRAD
® SHORELINE
DRIVE
EXISTING
GRADE
SHOF
ELINE DR
VE
-�
-
_E
LLLVM
ROAD
SECTION
r
O
00 Or)00CD
0�
0
O
Q0 (.(DO�
O 00
�
O 00
N
O 00
CD .0-)
O 00
�?
0� 00
pNj
cr; 00
000
(7� 00
0000 00
07 00
N
Cr a7
C7�
3+OOL
2+OOL
rB__��PROFILE - CROSSING #1 ® SHORELINE DRIVE
C2 C2 HORIZONTAL: 1"=20'
VERTICAL: 1"=2'
1 + OOL
0+00
1 +OOR
2+OOR
3+OOR
16
14
12
10
E:3
6
4
2
4+OOR
GENERAL CONSTRUCTION NOTES:
8/8/01
9 /3 /01
DESCRIPTI❑N BY DATE
Revisions
1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE -GROUND UTILITIES ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK
AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC MOVEMENT IN ALL AREAS
OF WORK AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF
TEMPORARY BYPASSES TO ENSURE THIS TRAFFIC MOVEMENT.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO
ENSURE THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
4. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
PROJECT ENGINEER.
SPECIFIC WORK ITEMS:
1. COMPLETE ALL PAVEMENT OVERLAY IN ACCORDANCE WITH DETAIL C, SHEET C11.
2. COMPLETE ALL PAVEMENT REPAIRS IN ACCORDANCE WITH DETAIL C, SHEET C11.
3. COMPLETE ALL PAVEMENT STRIPING IN ACCORDANCE WITH DETAIL D, SHEET C11.
NEW STRIPING SHALL MATCH EXISTING STRIPING.
4. PROVIDE PIPE TRENCHING/BACKFILLING IN ACCORDANCE WITH DETAIL E, SHEET C11.
5. COMPLETE ALL REVEGETATION IN ACCORDANCE WITH DETAIL D, SHEET C12.
6. THE CONTPACTOR SHALL REMOVE ALL EXISTING SEDIMENT AND VEGETATION IN THE
INLET AND OUTLET AREAS TO RECEIVE RIP -RAP APRONS. REMOVE ALL VEGETATION < 4"
CALIPER IN SIZE TO A POINT FLUSH WITH THE NATURAL GROUND LEVEL WITHOUT
DISTURBING THE ROOT SYSTEM. PLACE FILTER FABRIC AND RIP -RAP.
SPECIFIC WORK ITEMS:
DEMOLITION
1. REMOVE EXISTING PAVEMENT TO THE EXTENT SHOWN.
2. EXCAVATE AND REMOVE EXISTING STORM DRAIN PIPE.
3. REMOVE EXISTING BULKHEAD TO THE EXTENT SHOWN.
NEW WORK
1. INSTALL NEW STORM DRAIN PIPE AS INDICATED.
2. REPAIR/REBUILD ROAD SECTION AS INDICATED.
3. GRADE NEW OUTLET SWALES AS INDICATED.
4. CONSTRUCT NEW BULKHEAD AS INDICATED.
5. RE-ESTABLISH VEGETATION IN ALL DISTURBED AREAS.
6. ELEVATE ROAD SECTION AS INDICATED.
7. RESTRIPE NEW ROADWAY SURFACE TO MATCH EXISTING SURFACE
GRAPHIC SCALE
20 0 10 20 40 80
CD Q
of
o z �'
��MMpQ�
E, N I H
W W ..
O dj
w p> Ln O
C00Ln
., •� N c�
a) I
Q) U�
C
o, z'
w z�
W
ow� Co,----,
W a �x
Q
,_.., c wz
o C0
7 > C (00
�
W LL► L0 o
-0 � r)
C x�
oLn
O U oN
m�
Q
F-+ Q i
W
W Q o
Ww
O
W O I
0 0
O rx
&--, a
O W
> z
� a
� W
H
U�
( IN FEET )
1 inch = 20 ft.
01042C2.DWG

o
200.00' VC
N
+
PMSTA = -0+00
+
' T
PVI ELEV = 10.00
vi �
A.D. = 0.32
>m
K=630.21
ww
12
12
10
4
2
0
-2
cc
cc
LIMIT OF PAVEMENT/STONE
BASE_-
FINISH GRACE
® �_ SHORELINE
DRIVE
REMOVAL/RE
D LACEMENT
EXI
TING GRADE ®
HORELINE DRIVE
ELEVATE ROAD SECTION
UTILIZING TYPE H
BINDER
A DRAINAGE
PIPE -TYPE A
_
ROUTE EXISTNG
UTILIZING DU
8" PVC WATER
TILE IRON PIPE. P
MAIN BELOW NEW
OVIDE 24" MINIMU
SEPARATION.
p 00
N U�
p 00
00
p d
O 00
Co Ln
aj 00
1+OOL
0+50L
0+00
0+50R
1
m
4
;ULVERTS
I VERTICAL
0
_2
•
1 +OOR
VEGETATION REQUIREMENTS:
1. ALL EXISTING SURFACES COVERED WITH A FULL STAND OF GRASS SHALL BE REVEGEATED
WITH CENTEPEDE SOD.
2. ALL NATURAL AREAS GRADED OR OTHERWISE DISTURBED SHALL BE SEEDED AND MULCHED.
3. THE CONTRACTOR SHALL COMPLETE A PHYSICAL INSPECTION WITH THE PROJECT ENGINEER
PRIOR TO STARTING CONSTRUCTION AT ANY SITE TO DOCUMENT EXISTING CONDITIONS.
ABBREVIA'DONS
CATCH BASIN
CB
CENTERLINE
CONC.
CONCRETE
CMP
CORRUGATED METAL PIPE
DBL
DOUBLE
EOP
EDGE OF PAVEMENT
ELEV
ELEVATION
HW
HARDWOOD TREE
INV
INVERT
OHE
OVERHEAD ELECTRIC
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT-OF-WAY
SCH
SCHEDULE
SS
STAINLESS STEEL
STA
STATION
TBM
TEMPORARY BENCHMARK
TC
TOP OF CONCRETE
TYP
TYPICAL
LEGEND
EXISTING
NEW
+(38.00')
SPOT ELEVATION
-- C-
WATER SERVICE
_-- w-----,
WATER MAIN w
-- --- --
SEWER MAIN s
- --n-- -
DRAINAGE PIPE
----- - --
DRAINAGE DITCH
UNDERGROUND ELECTRIC
-- 0+e--- -
OVERHEAD ELECTRIC
--e---- -
GAS SERVICE
-- 5------
CONTOUR 5
---ro--- -
FIBER OPTIC
Cw�
VALVE
HYDRANT
S
SEWER MANHOLE
�S
Wil
CURB INLET
CONCRETE
ASPHALT
TEMPORARY BENCHMARK
DRAINAGE FLOW
C�
CATCH BASIN
❑
Fl
ELECTRIC TRANSFORMER
UTILITY POLE
,t
STREET LIGHT
TREE
._..._-._-_.�
TREE LINE
-
DRY HYDRANT
SIGN
GENERAL CONSTRUCTION NOTES:
1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE -GROUND UTILITIES ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK
AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC MOVEMENT IN ALL AREAS
OF WORK AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF
TEMPORARY BYPASSES TO ENSURE THIS TRAFFIC MOVEMENT.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO
ENSURE THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
4. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
PROJECT ENGINEER.
SPECIFIC WORK ITEMS:
1. COMPLETE ALL PAVEMENT OVERLAY IN ACCORDANCE WITH DETAIL C, SHEET C11.
2. COMPLETE ALL PAVEMENT REPAIRS IN ACCORDANCE WITH DETAIL C, SHEET C11.
3. COMPLETE ALL PAVEMENT STRIPING IN ACCORDANCE WITH DETAIL D, SHEET C11.
NEW STRIPING SHALL MATCH EXISTING STRIPING.
4. PROVIDE PIPE TRENCHING/BACKFILLING IN ACCORDANCE WITH DETAIL E, SHEET C11.
5. COMPLETE ALL REVEGETATION IN ACCORDANCE WITH DETAIL D, SHEET C12,
6. THE CONTRACTOR SHALL REMOVE ALL EXISTING SEDIMENT AND VEGETATION IN THE
INLET AND OUTLET AREAS TO RECEIVE RIP -RAP APRONS. REMOVE ALL VEGETATION < 4"
CALIPER IN SIZE TO A POINT FLUSH WITH THE NATURAL GROUND LEVEL WITHOUT
DISTURBING THE ROOT SYSTEM. PLACE FILTER FABRIC AND RIP -RAP.
SPECIFIC WORK ITEMS -
DEMOLITION
1. REMOVE EXISTING PAVEMENT TO THE EXTENT SHOWN.
2. EXCAVATE AND REMOVE EXISTING STORM DRAIN PIPE.
3. REMOVE EXISTING BULKHEAD TO THE EXTENT SHOWN.
NEW WORK
1. INSTALL NEW STORM DRAIN PIPE AS INDICATED.
2. REPAIR/REBUILD ROAD SECTION AS INDICATED.
3. GRADE NEW OUTLE F SWALES AS INDICATED.
4. CONSTRUCT NEW BULKHEAD AS INDICATED.
5. RE-ESTABLISH VEGETATION IN ALL DISTURBED AREAS.
6. ELEVATE ROAD SECTION AS INDICATED.
7. REROUTE WATER MAIN AS INDICATED.
8. RESTRIPE NEW ROADWAY SURFACE TO MATCH EXISTING SURFACE
GRAPHIC SCALE
10 0 5 10 20 40
C\2
O Q
O E-
(D
U W
(D
p� 0
Lo
c 00
� I
w zU)
ry W
w N m
W �x
w� E
C z
o 00
0
C QO �o
W w o
�ro
c xn
° o�
M--1 m N
►-� U ON
Q a-
Ca
� z
W
U� ►-� o
x
W Q
W w
z
C0
w O O
E-4 O o
El z
O W a
H
U)
w
z
W
B PROFILE - CROSSING #1 ® SHORELINE DRIVE
CAC3 HORIZONTAL: 1"=20'
VERTICAL: 1"=2'
( IN FEET )
1 inch = 10 ft.
01042C2.DWG

TOP OF WALL = G
PIPE = E
INVERT OUT = B
LENGTH = C
a
N
A
LENGTH = C
RETAINII
SECTI
NOTE:
PROVIDE PIPE BEDDING AND TRENCH WORK
IN ACCORDANCE WITH DETAIL E, SHEET C11
- � PIPE
PIPE GROUP
0
PIPE
TOP OF WALL = F
INVERT IN = A
DIMENSION SUMMARY
LOCATION
AFT
B FT
C FT
D FT
E IN X IN
F FT)
G FT
CROSSING #1 ® SHORELINE DRIVE
1.3,
0.10'
62'
7'
2 112" X 75"
1 VARIES
I VARIES
A DRAINAGE PIPE -TYPE A
C3 C9 NOT TO SCALE
vnnirc (rr- ni AAI
RIP RAP THICKNESS = K
FILTER FABRIC
FLARED -END
SECTION - E
RIP RAP
APRON
PLAN
FLO
=C
_ VARIES -SEE PLAN _
RIP RAP THICKNESS = G
FILTER FABRIC
FLARED -END
SECTION = E
RIP RAP
APRON
SECTION
DIMENSION SUMMARY
LOCATION
AFT
B FT
C FT
DIN X IN
E IN X IN
F FT
GIN
CROSSING 0 LAKEMERE DRIVE
8.4,
7.7'
110'
2 81" X59"
81" X 59"
9.4'
18"
CROSSING #2 ® SHORELINE DRIVE
10.3'
8.6'
73'
2 57" X 38"
57" X 38"
11.3'
18"
CROSSING C OLD BRICK ROAD
13.0'
12.7'
40'
2 48" RCP
48" RCP
14.0'
18"
(_­CDRAINAGE PIPE -TYPE C
WCC'
NOT TO SCALE
C6 C7
ri AMrn ru— I QID DAID Tul('VKlCCC — V
DIMENSION SUMMARY
LOCATION
A FT)
DIN X IN
E IN X IN
F FT
G FT
H FT
I FT
J(FT)
KIN
CROSSING C LOCHBRIDGE DRIVE
2.5'
2.1'
136'
2 81" X 59"
81" X 59"
6.5'
3.8'
4.8'
50't
30'
18"
('_BDRAINAGE PIPE -TYPE B
��C
NOT TO SCALE
APRON
NOTE:
PROVIDE PIPE BEDDING AND TRENCH WORK
IN ACCORDANCE WITH DETAIL E, SHEET C11
' RAP OVERFLOW WEIR = H
NORMAL WATER LEVEL = G
� PIPE GROUP
I \A CAllf'p(iiii
FEss�� /ti;,
AL
15738
v0
0
012
oQ
�W
oE-4
O
O � �
E-, Q
�(.0 o
c `n Ln
�N�
� I
a) U
WzLo
W _ C) wLJ
N
W �m
Ew
� 0 00
� >o
c CO o
W wL
U� a o (.C)
~ > m N
OUoN
V1
F-I o
w Q�
Ww
o
W o�
O
cn
O W
C9
0 1042. DWG

(2) NEW 112" X 75" CORRUGATED
METAL ARCH..PIPES
TIE -BACK ANCHOR
TYPICAL 1 OF 10
_..�._.- BULKHEAD
C12 C12
8
P`1 N F P� Y EX\S�N� P X
��N ENS 6
5
4 ____ X
;PENLARGED PLAN VIEW -INLET AREA
OSSING, #1 @ SHORELINE DRIVE
SCALE: 1 =5
L
ELE.-7.6 , i INV.=0.10 NEW
INV. \ 0.10' (EXISTING)
J 1O� 1 �f ,
t � J f � ' oP &.
1 p1PE SR
1 1 (, MEND
EXISTING BULKHEAD TO BE REMOVED
j (!l TO EXTENT OF NEW BULKHEAD AFTER
,1
INSTALLATION OF NEW BULKHEAD IS
COMPLETE
w f/�
TOWN HALE LAKE
X
ELE.=7.6'
6
5 _ —
X
= 5.6'
ATTACH EXISTING
WOODEN BULKHEAD
TO NEW BULKHEAD
NOTE:
EXCAVATE UPLAND AREA BETWEEN NEW AND
EXISTING BULKHEADS TO ELEVATION -4.0'.
NOTE: ATTACH EXISTING
EXCAVATE UPLAND AREA BETWEEN NEW AND HARBOUR TOWN MARINA WOODEN BULKHEAD\
EXISTING BULKHEADS TO ELEVATION -4.0'. TO NEW BULKHEAD
ATTACH EXISTING C BULKHEAD ELE.5.6'
WOODEN BULKHEAD C12 C12 '
TO NEW BULKHEAD
TIE -BACK ANCHOR r
CUT EXISTING 15
TYPICAL OF 1 OF 12
POLYETHYLENE PIPE OFF
FLUSH WITH FACE OF NEW
BULKHEAD. INV=1.9't
EXISTING BULKHEAD TO BE REMOVED
TO EXTENT OF NEW BULKHEAD AFTER
X .' . INSTALLATION OF NEW BULKHEAD IS
'\...COMPLETE
y 1
5
— ELE.=7.6 X
X 75" CORRUGATED
ETAL ARCH PIPES x
B ENLARGED PLAN VIEW -OUTLET AREA
C3 C12 CROSSING #1 @ SHORELINE DRIVE
SCALE: 1"=5'
WIDTH AS REQUIRED
NEW CONCRETE 4' MINIMUM
MIN
CUT, REMOVE, AND
REPLACE CONCRETE
FLUME TO MATCH
EXISTING. REMOVE
AS NECESSARY TO
�W-STALL NEW
BULKHEAD
X F(CiM�
- 6
X
ELE.=7.6'
X
INV.=0.10' (NEW)
INV.=0.10' (EXISTING)
EXISTING CONCRETE
SAWCUT 6x6 10/10 WWF COMPACTED SUBGRADE
NOTES:
1. REMOVE CONCRETE AREAS AT JOINTS WHEN JOINTS
ARE LOCATED WITHIN 5 FEET OF AREA OF WORK.
2. CONCRETE FINISH & JOINT PATTERN SHALL MATCH
EXISTING
3. ALL SAWCUTS SHALL BE PERPENDICULAR TO THE EDGE OF
THE EXISTING CONCRETE.
/ F
TYPICAL CONCRETE REPAIR
C8 C12 NOT TO SCALE
1 RELEASE FOR PERMITS JKA 8/8/0
10' MIN. CENTER TO CENTER 2 RELEASE FOR CONSTRUCTION JKA 9/3/0
NO. DESCRIPTION BY DATE
TOP OF WALL ELEVATION = VARIES SEE PLAN
REVISIONS
\f` 1 V
\�/ ' ``i `\,,,' \� `\�` (6) #5 CONTINUOUS TOP OF WALL
X.
`f' CONCRETE SHEET PILE ELEVATION VARIES
3" CLEAR COVER
PILE BUTT ELEVATION
CAP —� �\ �� (SEE PLAN)
xx
f;�', `,; /\\/ # STIRRUP 4,12 0C� o '
/``, VINYL `\ SHEET PILE
\ c 4 y
:\.� / \ \\; I 3/4" GALVANIZED TIE -BACK
\ \/ ` RODPROVIDE 9 HOOK e ;
17 NORMAL WATER ELEVATION = 0.00'
\
'`/r'\i VINYL SHEET PILE
\ \ ,
SECTION @ CONCRETE CAP
\\\ ELEVATION OF BOTTOM = -4.0'
TIMBER TIE -BACK PILE
NOTE
PLACE TIMBER TIE -BACK PILES AT THE LOCATIONS
INDICATED ON THE PLAN VIEW AS " X "'
u TIP SHEET PILE ELEVATION = -12 .0'
TIP TIMBER PILE ELEVATION = -12.0'
C BULKHEAD
C12 C12 NOT TO SCALE
A. SEEDING AND MULCH
ALL AREAS INDICATED TO BE SEEDED AND MULCHED SHALL BE SEEDED TO THE FOLLOWING
SPECIFICATIONS:
SEED BED
LIME 1 TON ACRE
FERTILIZER Y2 TON/ACRE
SEED
SEPTEMBER - APRIL
RYE GRAIN 50 LBS/ACRE
TALL FESCUE 50 LBS/ACRE
MAY -AUGUST
COMMON BERMUDA 40 LBS/ACRE
STRAW MULCH WILL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75%
COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY DISCED
INTO THE BED TO FURTHER RESIST IT FROM BLOWING OR WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA. IF NECESSARY, THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A
STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND IS AT LEAST
FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS.
RESEEDING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE
SPECIFIED STAND OF GRASS.
B. SOD
ALL AREAS TO BE SODDED SHALL BE SODDED TO THE FOLLOWING SPECIFICATION:
SOD SHALL BE NURSERY CUT CENTIPEDE CONFORMING TO NCDOT STANDARD
SPECIFICATIONS FOR ROADWAYS AND STRUCTURES, SECTION 1060-6. SOD
SHALL BE INSTALLED WHEN 48 HOURS AFTER IT IS CUT FROM THE NURSERY.
D VEGETATION PLAN
C8 C12 NOT TO SCALE
C2-C8
MANHOLE FRAME & COVER
SEE NOTE 4 BELOW
GRADE RINGS AS
REQUIRED
ECCENTRIC CONE ----
SECTION
0-RING JOINT (TYP)-
5" MIN. THICK WALL -
RISER SECTION
TAPERED LIFTING HOLE -GROUT
FULL UPON INSTALLATION
REINFORCEMENT SEE NOTE 1 -
CAST -IN -PLACE MANHOLE STEPS -
BASE SECTION -
PILE BUTT ELEVATION
r.
4" SQUARE PLATE
WASHER
3/4" GALVANIZED TIE -BACK
ROD. PROVIDE 9" HOOK
3/4" NUTS
NOTCH PILE 3/4" MAX. TIMBER TIE -BACK PILE
TO SEAT WASHER FLAT II
CONNECTION @ TIE -BACK PILE
RIM AS INDICATED
2'
0
4' UNLESS OTHERWISL INUIUA
REMOVE TOP HALF OF EXISTING
SEWER PIPE IN MANHOLE UPON
COMPLETION OF MANHOLE.
) INVERT IN AS INDICATED
SHAPED GROUT INVERT ' " SEWER MAIN
SIZE AS INDICATED
ANCHOR BRACKETS °
PER MANUFACTURER a " `' INVERT OUT AS INDICATED rLh
REQUIREMENTS !fir „
12 MIN ALL SIDES 8 MIN. <
MIN. � �..� �- •��. 3" GROUT
; #4 @ 12" O.C. E.W.
6 MIN. GRAVEL BASE
CAST -IN -PLACE CONCRETE BASE LEVEL COMPACTED SUBGRADE
NOTES: SEE NOTE 3
1. FOR MANHOLE LESS THAN 10' DEEP, A PRECAST CONCRETE BASE PLACED
MONOLITHICALLY WITH THE MANHOLE BASE SECTION CAN BE USED. MINIMUM
PRECAST BASE THICKNESS SHALL BE 6".
2. IF UNSUITABLE SUBGRADE MATERIAL IS ENCOUNTERED, NOTIFY THE PROJECT
ENGINEER FOR RESOLUTION.
E BUILT -OVER MANHO'_E
C4 C12 NOT TO SCALE
H
o
c `o
00
Ln
C]
�
I
U
co
wz�
W
_�
owe
W
�m
x
Ew
cz
o
00
>,jo
c:
w�
I
c
�
~
> m
N
O�
a-
N
Crn
1
I�
E-IIi
O
Q�
W
W
W
(a4
W
O E�
E-i
�
�O
O
o
E-4
w
�
U
01042. DWG