SW6111207_APPROVED PLANS_20120131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�II�II
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

M
a
M
In
M
N
r
0
as
N
N
11
w
of
0
0
0
-v
v
U
PROPOSED LEGEND
❑
LIGHT POLES
' =
CONCRETE PAVEMENT
CORPORATION STOP
x
FENCE
FIRE DEPARTMENT CONNECTION
4-
FIRE HYDRANT
FLARED END SECTION W/ RIPRAP
ACCESSIBLE PARKING SPACE
®
ACCESSIBLE LOADING AREA
18
PARKING COUNT
'-�
PIPE BEND
w PIV
POST INDICATOR VALVE
ACCESSIBLE RAMP
RPZ BACKFLOW PREVENTOR
SSW
SANITARY SEWER CLEAN OUT
SIDEWALK CROSSING MARKINGS
Sco
STORM CLEAN OUT
■
STORM CURB INLET
MANHOLE
STORM DRAIN
®
STORM YARD DROP INLET
TAPPING SLEEVE & VALVE
FT-1
TEE
�-
TRAFFIC SIGN
❑T
TRANSFORMER
UGE
UNDERGROUND ELECTRIC
-- COMM
UNDERGROUND UTILITY
(IE - COMMUNICATIONS)
►r
WATER VALVE
W_
WATERLINE
•
WATER METER
EXISTING LEGEND
Q
DECIDUOUS TREE
CONIFER TREE
CREPE MYRTLE
O
STORM MANHOLE
QS
SANITARY SEWER MANHOLE
SIGN
UTILITY POLE
LAMP POLE
CURB DROP INLET
�
FIRE HYDRANT
0
WATER VALVE
l0
ELECTRIC JUNCTION BOX
0
ELECTRIC MANHOLE
cfo
FIBER OPTIC MARKER
FIBER OPTIC MARKER
0
TELEPHONE MANHOLE
«sc
SPRINKLER CONTROL BOX
ELECTRIC METER
o
BOLLARD
--630-
CONTOUR
629.91
SPOT ELEVATION
TREELINE
—FO—
FIBER OPTIC LINE
-OHE-
OVERHEAD ELECTRIC
—P--
UNDERGROUND ELECTRIC
—T—
UNDERGROUND TELEPHONE
15• CLAY
SANITARY SEWER PIPE
11' RCP
STORM SEWER PIPE
—W—
WATER LINE
SITE PLAN
24/7 CHILD DEVELOPMENT HOME
ABBREVIATIONS
APPROX
APPROXIMATE
ATFPANTI-TERRORISM
FORCE PROTECTION
BC
BOTTOM OF CURB ELEVATION
BW
BOTTOM OF WALL ELEVATION
CB
CATCH BASIN
CDI
CURB DROP INLET
CDC
CHILD DEVELOPMENT CENTER
CLR
CENTERLINE OF ROAD
COMM
COMMUNICATION
CONC
CONCRETE
CORP
CORPORATION STOP
CWR
COLD WATER RETURN
CWS
COLD WATER SUPPLY
CY
CUBIC YARD
DI
DROP INLET
DIA
DIAMETER
EL
ELEVATION
EP
EDGE OF PAVEMENT
FDC
FIRE DEPARTMENT CONNECTION
FES
FLARED END SECTION
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FL
FLOW LINE
FO
FIBER OPTIC
GI
GROUND INLET
GV
GATE VALVE
HP
HIGH POINT
HWR
HOT WATER RETURN
HWS
HOT WATER SUPPLY
I NV
INVERT
LP
LIGHT POLE
MAX
MAXIMUM
MH
MANHOLE
MHD
MANHOLE DRAINAGE
PIV
POST INDICATOR VALVE
PVC
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
SAFM
SANITARY FORCE MAIN
SAMH
SANITARY MANHOLE
SCO
STORM CLEAN OUT
SDR PVC
STANDARD DIMENSIONAL RATIO
POLYVINYL CHLORIDE
SF
SQUARE FEET
SMH
SANITARY MANHOLE
SP
STAND PIPE
SS
SANITARY SEWER
SSCO
SANITARY SEWER CLEAN OUT
SSX
SANITARY SEWER EXISTING
SSMH
SANITARY SEWER MANHOLE
TBC
TOP BACK OF CURB ELEVATION
TC
TOP OF CURB ELEVATION
TW
TOP OF WALL ELEVATION
TYP.
TYPICAL
UNK
UNKNOWN
Wz
WITH
WM
WATER METER
NORTH CAROLINA
Rq
x �
5t
S ! T
pR
O
4M�Rl0,gN
PKWY
LOCATION MAP
SCALE: 1" = 1000`
GENERAL CONTRACTOR
ATLANTIC MARINE CONSTRUCTION
3465 CHANDLER CREEK RD.
VIRGINIA BEACH, VA 23453
PHONE: [phone] OFFICE
FAX: [phone] FAX
C
SITE STATISTICS
1. SITE LOCATION:
2. PF:OPOSED USE:
3. REQUIRED AT/FP SETBACKS
(CONTROLLED PERIMETER):
4. PARKING:
5. TOTAL DISTURBED AREA:
6. APPROXIMATE EARTHWORK
COMPUTATIONS:
WAC STREET & REILLY STREET
FORT BRAGG, NORTH CAROLINA
4,542 SF 24/7 CHILD DEVELOPMENT HOME
PARKING = 33 FT
DUMPSTER = 33 FT
ADJACENT BUILDINGS = 33 FEET
5 STAFF + 6 PARENT /VISITOR = 11 TOTAL SPACES
(1 HANDICAP ACCESSIBLE INCLUDED)
1.16 ACRES
CUT = 1,622 CY
F _L = 1,493 CY
Sheet. List Table
Sheet Number
Sheet Title
02
EXISTING CONDITIONS PLAN
03
LAYOUT AND UTILITY PLAN
04
GRADING AND DRAINAGE PLAN
05
DEMOLITION, EROSION AND SEDIMENT CONTROL
PLAN -PHASE 1
05A
EROSION AND SEDIMENT CONTROL PLAN -PHASE 2
06
E & S NOTES AND DETAILS
07
E & S NOTES AND DETAILS
09
STORM AND UTILITY DETAILS
0
0
11
LANDSCAPE PLAN (NOT USED, LEFT BLANK)
2
O D O P S
1
I
14
PRE --DEVELOPMENT DRAINAGE AREA MAP
15
POST -DEVELOPMENT DRAINAGE AREA MAP
NOTES: w
1. CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949
WITHIN 48 HOURS OF THE BEGINNING OF UNDERGROUND
CONSTRUCTION.
2. UNLESS OTHERWISE NOTED, DIMENSIONS ARE SHOWN TO FACE OF
CURB.
3. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE CLASS III
REINFORCED CONCRETE PIPE.
4. THE SITE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND INVERT
OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS AND ENSURE
NO CONFLICTS EXIST WITH THE PROPOSED IMPROVEMENTS. ANY
INFORMATION FOUND TO CONFLICT WITH THE INFORMATION PROVIDED
HEREIN SHALL BE REPORTED TO BURGESS & NIPLE IMMEDIATELY.
5. THE SITE CONTRACTOR SHALL PROVIDE THRUST BLOCKING ON THE 8"
AND 6" WATERLINES AT ALL VERTICAL AND HORIZONTAL CHANGES IN
ALIGNMENT, AS WELL AS ANY APPLICABLE APPURTENANCES,
6. SEWERS CROSSING ABOVE POTABLE WATER LINES MUST BE
CONSTRUCTED OF SUITABLE PRESSURE PIPE OR FULLY ENCASED IN
CONCRETE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
CROSSING. NO JOINT SHALL BE CLOSER HORIZONTALLY THAN 3 FEET
TO THE CROSSING, UNLESS THE JOINT IS ENCASED IN CONCRETE. THE
THICKNESS OF THE CONCRETE ENCASEMENT WILL BE A MINIMUM OF 4
INCHES AT PIPE JOINTS. DEPRESSED SEWERS CROSSING POTABLE
WATER LINES MUST BE INSTALLED BELOW THE WATER LINE WITH A
A
A
�)A
MINIMUM VERTICAL CLEARANCE OF 2 FEET. SEWER JOINTS WILL NOT BE
CLOSER HORIZONTALLY THAN 3 FEET TO THE CROSSING, UNLESS THE
JOINTS ARE FULLY ENCASED IN CONCRETE AS REQUIRED ABOVE.
7. PRESSURE & FLOW INFORMATION WERE NOT AVAILABLE TO DETERMINE
THE ADEQUACY OF THE EXISTING WATER MAINS THAT SERVICE THIS
PROJECT. THE FIRE PROTECTION ENGINEER SHALL VERIFY THAT THE
REQUIRED FIRE HYDRANT AND SPRINKLER FLOWS HAVE BEEN PROVIDED
PRIOR TO OCCUPANCY OF THE BUILDING.
B. SITE MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN
ACCORDANCE WITH STATE DOT STANDARDS AND SPECIFICATIONS UNLESS
OTHERWISE NOTED.
9. THE PROPOSED SANITARY SEWER LATERAL SHALL BE PLUGGED AT THE
TIE-IN POINT TO THE EXISTING SANITARY MANHOLE UNTIL SANITARY
SERVICE TO THE BUILDING HAS BEEN MADE ACTIVE.
10. ALL PROPOSED ROOF DRAIN CONNECTIONS FROM THE DOWNSPOUTS TO
THE STORM MAIN SHALL BE 6" PVC UNLESS OTHERWISE NOTED. SEE
GRADING AND DRAINAGE SHEET FOR INVERT AND CLEANOUT ELEVATIONS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
MATERIAL, EQUIPMENT AND GENERAL CONSTRUCTION DEBRIS FROM
AREAS NEAR ADJACENT BUILDINGS AND STREETS. DUMPING DEBRIS INTO
STORM SEWERS, ADJACENT PROPERTIES OR OTHER AREAS IS
PROHIBITED.
W
Jz1011
w o
rnrrlr w . `r
U T
n U0
�<
U C7
>
�Lo
po
po 0)
Lv w d-
�n
Lo
o w
�z
o
x=
z
w
m
UO
0)
N
■
■
N
N
t•-•
N
N
r
r
r
r»
r
r
r
r
r
r
to
r
m
r
�
in
v
Uj
3
z
cn
LLJ
W
o
U
fj�U
z
Z
U
w
=
z
W
W
W
c=n
a
a
a
M
w
x
X
wQ:
w
w
0:
45-1
W
W
CSC
W
0
0
W
2
0
Z
o W
a
0
m �
W
tC W
00
U.
J
V
N
CARO����i
'•9
ct EA r ;
• 032260 =
I Ntip+' -�•-Z�
A!�d00a'\\'
Q
0
V)
z
O
in
w
x
Z
J
V
0
z
UA It.: NUVLMt%LK LU I I
SCALE: AS SHOWN
DESIGN: JJS DRAWN: MJB
CHECK: HGD CHECK: HGD
JOB NO.: PR48857
PIN NO.: 74422
SHEET 01 OF 15
AMC NO.: 991318

t-
v
v
c
a
Go
tl
M
N
�Q
d:
d•
O
04
O
04
N
r
3
a.
V)
z
0
z
O
U
0
z
N
rx
a
N
-v
-a
a
to
w
no
ir
CL
/
,la
TRAFFIC CONTROL k _30A x GRASS k - h x h x ti1. �� x �' x __�- r� x `L
_300 �o BOX (TYP.) �'�
o � r . •h po o �° 1I Oti � � r oo o`�• ^, � � °� O�\ °'� �-- r--- �� •
p° 9 ° TCB ��°� ^� ^a -� o ^� o - - 303 �o°
00 T ti ° ASP Si' L O Of �O " 50 �O ASPHALT SIDE ALK ^;
Nol
F 0 7F FO FO 0 �° ° FO FO F FO FO f 0 FO �Q FO FO '7 FO k FO
QUOYa� O k PAINTED PINK LINE Al FI�EF�2 PTIC VAULT \ N:�703 .1� / ` / _� Jp '*LBER OPTIC /
N:507227.56 -�. � _ / E:200 � 1 �.68 ^ � `�:5A�025.97 p,�. � � T
E:2001074.57 �0� GRASS -- o GRASS ko E:2001143.5 N N:506947.22 k �o^' k
T-- ,- p� LIMITS OF DISTURBANCE °" " N:507�•85 p-� m k
1 E:2001134.15 1LUP 82549.90746 E:2001159.05 ph
IUP 11520 90829 �� S rr �00 T Tp k T T T k T OHE OHE E OHE OHE CHE OHE HE OHE CHE OH
-CsHE ~T T HE °� OH CHE E OFEO OHI OHEk T OH T q:2001136.02 T T �
T o T
tx p r T ems' �T--� T i� �rrrrrrrr �rrr�k� ° _�
� N:50722T . k T T _ r
T T T T T
k ° E: 58.87 T��_-T PAINTED ORANGE lNES T r/ �/ ~ G J �a� - 04 � �N
T T U _
Oti / k'O� k 1°� �-
TREE 22" rR E 26" 0 k
° N:50�26.18 �° °�' o -- k f o TREE DRIP p�
G�4 Q� �"� �`L °ti {� TREE 8" TREE 26" GRASS LINE TAP. O� C
:200 057.86 k ^� \ ' �. ) ^, _ GRASS k /
O / GRASS 40t / k X TREE 1` k0 k GRAS7"
TREE 1 � /a.� � °
/ 0� �1 ' k o TREE 24" !
� "3O���
` ` f T EE 32" 257 \ 1
TREE DRIP LfNE� ` � / p�' k I
r LIMITS OF DISTURBANCE
D
AS SALT SIDEWALK
k° La
o �_ / LIM S OF DISTURBANCE
�g �� p p�� r \ �p� po
o 1 k / ti
I�O�" / THE 24
GRASS
�E-F.24,. / \ ` �° � , , TREE EE 30k " O
N:50720 .77
kGRAss 305-E:200097.05 D TREE 124�TREE 24" -�1 kOh' \ / phi TREE 8" 4 I
O kph.
41
+ / �o +IK
W k r �� GRAss YL 28 N:506�.86 h
_ E:2001052.1�1--
�o .�0�`°° �-"po� - X -- 307
-306 4 T E 4" GRAss
Lij
e �o O }T E 4" 6 �p1
N:507234.62 a ^�' a o p po °o' k k ^'/ r� x h ' o°' \ J 0 x
E:2000934,fi8 E•200 947.fi8 ��° o ' k o �o'' \ k �° k "� k k k 307 TREE k o° us �o° /
o
5p`L p�,• OL' �. k h k �O G� O k G� h< �' k ")
°��c3 h 5° aj • O O`O p0 '.9 BBB �0°00 O �� �O°� / % h / h • D J
W O 4 G h0 kO 5 �� 3 �O F�Q� -/ fo h \ EE �+" LEAN
RIM=305,47 p \ O•
N:507231.66�r �0 °F�°o ' ��� �' k INV(NW)=299.87 G Ss ° TREE 10" /
E:20009-5.#3 1 f Nv(sw)=299.87 T t. 4"
.� 39.61 0. o �o h
o� o� T 4" ^,O h �'�• O�hh 30g_ ° ,� �° �� �: 'b N: 0691�: /
o ^� o .� w
�� O�Oph O��Oh �< 00�0 GRAss G�pO. h �� ^�° �p p0, E 2001015 1REE 18" TREE 20"
o FAQ o ' on���5 694 6 x
TREE
/ w ^� RIM=304.94 p �o �� S O E:2001015.85 0.O 3 h1 TREE CFj9,F'E TLE TREE 2° ! k
N:507 �4817 Oh O^� O INV(NW}=301.54 ,p O O 5 a= O b / �O TREE CRAP MYRTLE
E:20952.1a � p4k•�� INV(Sl=)=301.52 ASPHALT �@�oo�. LIMITS OF DISTURBANCE TREE CRAPE MYRTLE
�g �'! ,gyp 3 'C> FAQ
p4 '507446.49 N:507137.96 N:506940.60
e:20947.09 4yti h� E:2000949.96 N:507069.5560 E:20OlOOfi.63 GRAS� TREE CRAPE MYRTLE /TREEAMYRTLETREE CRAPE
E:2000977.2290 11 k I k TREE CRAPE MYRTLE
k �O / S MH 1� TREE CRAPE VR� �� pp� p� w" �t p
oh8. N:507088.Q2 "� �� o . °/ �o ^� ^� o STMH ^,o
x O� ° T E 4 ��O�h E:2ao 24 °�o AO RIM=307.37 / y - A- k RIM=308.09 k
k �0 4 Q ^i.p De INV(SE)=299.42 1� 4p �p� pp INV(NW)=297.96
I1� INV(SW)=303.52 k CJONC. k '� INV(SW)=297.94
DI
0. p �')BOLLA D LIGHTS SCB 4j k
�q> RIM=304.73 O�
OHO `L� O (SW)=301.69
I NV SE = 301.65
� 3D7 peso ' �^YYY Y1
BUSHES AND SMALL SHRUBS
JZ
�00
ASPHALT A Q k cn F o P P P- P P 3
Q �p� PAINTED RED LINE h,
QA.
cn
�phh�LL3�alo, p1 ' i
�'�
�� ~ �T E o° 308
16
� ° h o Epp ,5p • �° �o �° \ �° �° �
u
�Fe G�Oph�h� �O�°to Op�O
C�l
z
FIRE DRANT / p ° C2
IS NOT I STALLED -¢ °h --- J `d d,i h�a
- e -306 � ^� o c
ONLY CONNE TION EXISTSC,oro. pp�
�,
/ y
nDO'1 Opo, f
k �J��Gpp1•��pO�. DI / SAMH
RIM=30 .81 RIM=307.94.
INV�392.73 INV(15"SW)=290.0
INV(15"N)=289.79
/ INV(2"SE)=291.29
iNV(S)=289.94
N:50709 088zss INV(2" %=3 0
7n0007.92 2 IS\ 1Sr, k
0705 6994
ASPHALT:20007 9.5520
3pgL e k o 2 A U �0 20' 0 20' 40' 60'
P�l ,
� o � o�. N:507071 614 n f �:
DRAWINGS ARE AT 1f2 SCALE
E:200073 5319 �1hp WHEN PRINTED ON 11x17 SCALE 1 "= 20'
W
1113,
W d' N
t; rn
N
H-uj
Z I
w
�z
L'i U-)
afm
�' X
aw
Z`z
C�
o�
I
Q0)
W
LLJ
Qv
aZ
O
ofCL
m
X =
Q
z
w
co
Ln
rn
N
N
N
W3
z
0
cr
U
z
Ld
W
z
m
o-
d
to
0
U)
N
x
w
z
O
(L
z
rrnn
V
z
C
aCL
❑
J
o
��
z
LL.
❑
x
V
N
���,,111i11tFlJIr
CARO
;cz E L
03 26
�s`:
(n
z
0
V)
w
A.'
a
z
V
H
w
z
ATE:
NOVEMBER 2011
SCALE:
1 " = 20'
DESIGN:
JJS
DRAWN: MJB
CHECK:
HGD
CHECK: HGD
JOB NO.: PR48857
PN NO.: 74422
SHEET
02 OF 15
AMC NO.:
991318

(
2
L
K)
in
rz
to
64
�
"­
0
04
00
04
11-1
C14
T_
is
O
9)
E
2
.)
e
0
m
Ic
L_
a
m
2
c-
oo
ul)
6
n
tV
V_
0V_
04
N,
Vco
1
04
cr)
31;
'a
;i
15
0-
_�_
=i
�5
0
z
<
7)�_
O
0
1.11
'a
a
0
>
rl-
Lo
DO
m
I*
x
CL
1101�
6:
ee-
-
11 .
IIl�I
3 00 .
"
,:
1(1'�)
_-
I-
�
;�
_
___
r
�,��
,
s
--,\­- 1,-
�I .
Sl 3
_Z7
5
L
'
--I
--! �­
,1
L_
-j. -
t1
_
I
I
_-./
.4.
, .,
__
X.i
!
/ , . � I - z
1-�� ,-,, '2 ,�_' '7
---
� 1,11
,I ,
­
__
�
y'
___,_
- __-
n __ 1_1:�; __ -11
..,
, __ - - 111 - 1, / _____ - -507U2.83 � I . '­ -_ !-� N.
,1._j_ I I
/" " � , �� I i L-201&1_0 §8.87 -11
", 'i '� I ,�,
_.. . � I
,�,_.., � L I I '. �._ ,, % I I ____ - -_
"I J­\ � I
i
n .
)- - , "�___.
_I L
�,N:50726.18�E-2001057.86
/ ,
,
7 I
;
.�
�,�"' ,-;. i - ,)_�
'.
_, , I/ I I � , I
.. - I
,_ , l I �
L I-, I I R25
-
I "I , '. . , I ! .
, I � , . -
I �, ��O
,
I � -�­, ,
. . � , i
�, I � '. � ;1I
/ i I- -
� !
.,", 1�1_t
I I , " I " <1� , , I
, _s: 1_`� �,
/ . - � , 'I', I
I , , Ic I
I
--- 1,
i
- �
�
- - LIMITS OF DISTURBANCE ,� i (
-.-- � , )
11
- : _�__/ 2
_��, / I c
j C.
_��, Ile
.
T �.
;,- �! // � �__
/ -;," �'t
.,Q)
�
,
� 11
" I ,V". �_'
-,
, - � � 1! I -
- 1 ..5
11, ,� ,� - � <�, , ,
, . I
", I
`� N:507202.77
A, R251
I l
I . n � '
I
, l ,
I.."
./ 1 "", E:200097 .0b Le"
� ,� _
e "_
.. i ? ,
I � / j
-
I I 1/I '11`7 ­1 r I z'),
­ ',I ,
11 , . . ., . ,
! .1 I/
1�� ".�, �
I - - .�. 1.
c -1
. .
-
I - .
­ -
I ... .-
i �
i
I _ /
, � I
II - 11 - , - -
i
I I
- 1_�'�'1�1 _), "I - _(-, 1) i 1 c 1,
...
c� -- __i_I11) _._ �.;, . .T. _I. -1I-.i-..,­l11,1-
---..-'-..--
b B, O(_I-�,___ Ve�,__ - � I," , ,;j ­,­�_; �v,, _1—. 1}_ y �"- '",- ,�Y_ "I "J_r—­- -y
I .., 'Y j ., v -- �
__,,�-�1-�. L --i � , ­)-
I _,---� ., ",`' _-I"'-
''L­� \. _�. '-,
�---� -
-
I -I I I ; �i
1-1-
b�----------_-—---
_ I K
Lj�".fIi-FvV/.vK 1 .1 tI .1. _!! ;�_. .1�I - ---­-----�- - -�
,: :-- __ -'---­'"LL -
_-r \ .
1, -,,,,l A /I �_. .1 --
1-
.-
.,
,
"
t
l
'r'm-- -
- �-• ­/c - ........--..., _ .-I "X__�- ��I -"
_-0_.___-)-:, jEiT/N-507032-15 ,
:
_-
-�
�1._\ 1.
N:507227.56 _-REQ- ;12 FN:507025.97
18ER AND 24 E:20011�1.68 <.,r- . __.. -.
-_X11
.-/
E:2001143.57 - .
-
1>
/
,�­,�­ N:506947.22-_, /E:2001074.57 PAIR COPPER N:50709.85 E:200115__ -
/ OF DISTURBANCE ,_
9.05E:2001134.15 :,
- '�..�
,
!I tll
N­ - BIO 9ETENTION
1 - - N­_--_ ­ -
­-
--�I __—oi�t-:!-,�- �1_�BED=3al.5G
­L;�.#E:2001136.02 _______- I
�ww - - �� -.- - � =.� _I, �� :­ -- _ -__- 7 - -.--
,_... -_ r.
-A90--
*_ � . � . I . I-,.--
.
o1-. ,. ,_ � 1..
! ;
STOP __-,
- -�-'_-
"-
`0o _��,I GRAS S#ALE - ,-
SIGN - I 0`CANOPY \\-
-1-
;-
,
-.1.,
'1% �. Z� 11. . � ; . _
. . . -_ . I . . � . . e.l. - - . % - � k .11 ^11 " _^_ -'�� -^- - .'^��� / . -
I � � , .1 . .. - zL
;r . �.'11�- . . ;g . . - : * - .-:-.-- I � .-m; . .. T . . .. 4 1 1 Y 11.��l .1�1 ; I
. ';6'.._­, ­. 1­' . . 7---�-_m . I - ".. � 1. -:- - - z�jl 11I� - 11 ,,- .�, I I 'k."
. I .� _X,.... �.. - - . . I . I , -_--'! 1, . . 1. . - � I I L ­­ ­­ i ��
- . .
� 12" . . I . . . . " . , , "I ,,6'�N��6 /W.: .�� . ..AC,,,,,_- 1/011- ., , f, . . � I I I , �, - -, . .J'� - . : . - - ­.., ' . , , I 11 , I
-00 . - ­ ­ . , -, - , " . - , -'o . , . I - " . � ,
_' . .
— _.�. % .
loz" I 1, - - Ill . .
- . .,
-
1 50.0 '
/ .-; / " , \
; �A
'. �
I . ! 1.11 -: : - I "ll ," _­
� � . , . - . .... ... - , -�., / \ - I kj . - . 1, -), �
-­ � - I I � . . . _* I'. I � .11 " . O'.00, " � I
- i- . I / � - .
1�eq _,,%,, A. . -.x' � _ I— - \ I
...l, ..,. - I .. - � - - _. . . . , / . - "" / %� .1'. �1, . I 1. "I � 1.
00.1 . &511 - - - 41117�1 I - __ .6 1,; Q (y �' -,
. . . < l, - . . � 17�1 . . - . - . . . . .� , I , ­ 1. ;1 % :
- . T, - - - . I w "' - - . . , . . � : I . 11 i
. . .
. . - -
. .,o , - ': I" I
- V GATE - - ­ 1, . : _l "/
� I . . . . , , � I' � ..
r 0. : � X
I � � " � I
(.01_�. I (D i I . , , , I
Ild , .
� - . %_.` A 0 - �, 6 - . -) ��' LLJ : .1 , ,_ 1\
.
� .�� . , 1 Q , - ,(T,yp %
r z : pn " / ­.
. . . , . . . . � � . � . a- , " - r,6 1:\�E ,. ( : I I \\ �, � 1
... �� . . . . .. ; I � . . / ; 4 .� I L
I ­ " - PARKINS- 1, .� '�t : z Lo I - I zn plil - - �, N� '() /
. . , k C,4 � C'4 IL C'4 \ - . : ) ,
s I - - - K .A.-,, PARIK! �ING - 04- CA ." i I �.. . . �. L I . I � I el
"' I ,,, . ­ I= %__-� . '. - I , I 'i­— LIMITS OF DISTURBANCE
. 0",- I .- . I S, — - �, I , \
. . � L . � . . � . , . . - r % - - I ,
.
11 , - � , _ . to " W cq I __ i : j , . I � i: � I 'b'
. .
.,.f. /- . . , . -, . . . . \ , "I / -1 ----.--/: � - . ll 1, I .., . - . I..' _­ I 11 . ll -
; I . - 7� - �4 , t 0 1 ,.--.- - 1: . . . , L 1 . I-'- - I I ,I i �' .�. " 2�'
"', . Irp—L �', I . I I . - _1
Io 11 I"` m . , . � . � I I I . . � I -0 - , I - 1 2.0 8' 11 1,773 SF o " ; . '. " : "L-1 1< .1- w I m - 5
. - f(l 5 . . . . . � - -, - .,, - - ",< - :��,' If .:� �, 12'.00' 1 . -- I \ '. .,�:; �11 � ,��3 1 ,
/ . . . . � X `1 I I in . PLAYGROUNDc� , 1% . 2- 0 � -'., -�� "I
­:_ l I ­ to \ : - I
I I . . .. .. , - ' NT HOM 1,11 �5:: "i _ � . "I � I— � i
` - -*d I . rn M PLAYGROUND .- . - I-' I � .l, . I I , _____ 11
, � - , . 5* 0 UJ m 2,329 SF ---' 24/7 CHILD DEVELOPME " ' I m ` , _____
i . w E I
.. , -1. . . _.- - , 'I'll . .A, 0 P LAY . . .11 - 11 �; �� I c � ,_ 4..,`� " I -_,,
I I , � , __ __ � ,.,! - , " , , (&�, 1-STORY BUILDING --%I'-- � � w � � , � r
. 'I !!�F.-, , m M., : - " 'd , - ­­ I � ., . ' I 1� I , ,
m i. , . cr .: 0. . . . _� I., I 1­ _ .
� L " . 1!. . �� . , a - %, - 3'. , -: - . . -I... �, % !I.
I' '/� , I , . .10 " ,. CON -TRACTOR T I / ---,-I- . L J I ,- . _.
.
.. : .11 I - . I I , I
❑
. � =) .(o. , "
-,
i ! . _
; I I 11 I k, :j; ­ f2 ', ,z -1 ) 1
L / �, :1 1� . . j ,�. . ­ I � \ , . 1�, .."",
-_ -i /. ,,� Q0 �p Z
11 V I - I I . " ,� 11
. . .
1. . � 8 I . I
: -, , , / . . .m .a- - ­1 -.,, n ssco � I � to \ 1111c, "`_1 I . ,V - � :1 - ,.,,�. M Ir. `% � - .11 SPECIFICATION" Q. I ,___ �. 6"", c \ . . , -1
� I - .i ; Z. - '. 1�. / . . .01 . 306.00 ,r -'- - 0 . . . I \ , :�-
I I / - ", C--- - PER BASE , - ',O �
--*: ,
1, / , . " - , , .
--- 1`....-..,A
� , 10 , - - � I z RIM=
I i i----- 1- .11 I' . 1. ! _l __ ' / /
: I :.to: I
- � I i I - I - : 4 .6 .. , 43' - 6" - 2-9 --- 9- ' " ' I .:. . I .. . � . I . ._­­11 . ,.1 .. . . , �. -,�_
I .. . . r, .0
. � � ­ - . . . . -.-- : ,;,
, , . 15 . . - " _�, � . . . . . , . I
- - L---- - '24� � '.I' '� : � - I . I'- . � �: %
­ __ % . :-: r�,: .1: \' . 0 - SIN .80 ,1P ,F �,, .
11 - . . ,p `FIRE LINE , I I I
� � � � . __ .., i . - �.'% Q,
l . . I [ L­
:
, � I, 4'.-. . ., l
,
, . -
I 1, 11 /\1 , R -_ 7. % / ��Z) .:�j FDC . � . ­-:).�� ... . , .. , _. 11 I I ,.._�._�.l
I I _ .
I- - _'�_) .._,�.N . . . w . . I
� . - ./, .. - F . mwm, �' _�'_ Z­ 61 CON .. ''.-:---- -,. . . I
-) 11 _. � ", j, . ,� _?�, . . i - - , - -: . .. L... . - SF � `--a A` � - . - . I . ,.F, , "
. . I ", �� 7 . . . 832 . L t
- I '-.11 -, - � I . _ .. . . � . I 0 -_ ,
_ i � ,,, " - r , 1 37.9i . 1, , _ , . . . . .. ... . . , I 1� ...
., - .- N:506q8'5.86 ,< ,
" . . . , . 1 -_ .. - qTAM - I . L I
. � . . . I , e, - �� , � "
I _- 11 I 1), - 1-r I _ c- s/w . I
,, % . ." � .. � . , wApr) r) ,,z 0 i �­
--- _� �_. I �, , �_ , , �_111111 .1 — ,...-.w -1 . - .-.-. -1 . . — D ! � . . -
� I ,�� "s -1� - . '� : I ,.- , : , , '. I . 1. . �� , 1� �_ IF -, . I .. . I I I . '4N �, V E:2001052.1 I - .."', /
- --.,. I ..I.r %., I.- _-__�_ - - _z - fl; .. ' ,.,�,� , : - I . I '\ I _:.1 I ( �:l�-,C ,
.l. ,',., - T. i., I
.1 .1 . , 85Z _SF , A.� -� - , , " .%
-1 ..- - I ,,..<----,, ­ _.-­ . . 11�.. . .� - . . _. I ... I . -1. . - ."
-_
I .,� ; _�., , - . . . . . . - � .16 (11 . . I I _ ., - -- -, - ", I . .. I I I I . . I . -71-1- 1. I .j Z'_ . L .
. . � ­ ­
., - . 1. V — . " �,� "I x , PLAYGRQUNIDF ­_ ,.�.,�, -, .., 1, � . . ...- - ,1 I
. /I - . , . . - ­ . �I : . . � '" , I . ,". I-
, � �
- I - % � _,(m, , ,7-: �, ___��: _11� . " '' .1 . I I ., ., \ . � \
, , I . . . . I � - . �
�
, l ­ ". . , � - i I . � ­ - 111X ,
­ I -
.1 ., - -.. -,.iy - - _..� , . I - . I . �'. . : . . I � �• I Ll ­_/
. ­ . - �l __ml­� . . . ". I � I � _ _)�. �
,�,�; ,�?, , " \ � � am 1-1r, . . ,_ /
. � ,
\ . � /
I _ , I I , _�, .­ 4 -�, --, � I" ,-� . I I I , , , I - -- -, .. . - - I
, . , I . 1.l, . . , I ­.,, . , ' : ; — ..� , '.., -
­�-,, '. 1� .�, .. . . . ­­ .. _'_�' ,-,, / x . X X . . . . a I 1. �'..,lt I /i � I.., � ;" ­ . .1 �, -, .", �;, r . <1 - --�/ . , *0 I , � ,_.. -_
I - I . .1109.00' ,", l, " , Z -
./ - , . , - :.- . . - _�_ ', % - .. \ . "
/ 9 / ! ,\- " .. I - _k:' . ; I , ,", . �� /
1, \ I ". . . . . � / ­'�-, , .. /
:200 947.6 1 ., e,�._._ .\.., � " . . "', .1
. PEER PAD \�,�­ � ,:L11cj'&" DR9 �, '. I , I "I' , `;" " : .
� , E %, ". ��. I � .1 ,----
. - I I I '-- . --�_ , - . . . - "I
":, � ' �_,�. ­, . I ... " I I ,
. / I � i , "I 1 ENCLO - \­', "'.."_. ��-- -, . - . 11 -I . -1
/ �­ ". I e_ I . I L I � ".
. � I .1 - , ." .­� , . - -�, , ll I' . ,.,�­ .-,. 1- .. �,,: z � " �., , _,_� � /I , �."",, � � - . I
. I I . - �__, _w " , , ,
, � I ,. . . _'� A
N:507234.62 , - 92.64 ,o) . " / I - � . - , . .- �q " X I
E:200 , 0 34.68 -� � N:501 ,� � Yxi O', � I 1`\ — NPVC WATER . � 71 - -� � � " I I , 4000000,
1. �;, "' � - I - - -1-Al I , � ." __
q - - .;,
. �
_ I SURE , �,, '!
I I _­ all , -%,, �. 1, � . . � .., .... all r ':1. I 11_�11 - 1\� _ 1� I � . L, I w,­
,,� ". , W . - ._.., w I - , , 4%_ � . - .1 . - � .-I
—aw ", I - I �..: . , I , Ij ,. CD
11�,11.111, I .. I
1. .. % �
, "):"F,-, C4;9, 1 PVC" / - ,
%__ I
,
' - .v,.<s , i_ m __ ­1_1­1 .-, . _,_ . I � 12, i . � "I
�- �-Jpm� . -1 �_= I— ­ ­ ­ . -_ I— . , �__ _-­_ -------- ___... , . , � ,�TLI �
N:507231-66 '�._ 11 , , mmmm� I ....... �_, 157U' . �T .
" ­ ,
: i '. I __....._,.., _�_, I � - I I I �.L � ,,,
-L. � -
r. �_ I-L' .' . ..1.1 i I ZZ 7 --.----- .: Is .
. .1 �,­ 1 1 . _4�; , �
. /_ - 1, -_ 11 *�c 'o '. - _� �,, ". , ( E.200092-5,1-35- I . - -I . . . L �,5PO DI FIR �_�� 1111 .�, I - 9 . . . . . I I .1
. , 1 : I ,� . , ' '
- � I 1­ i ". L �. . .11 I .- ," ' - -
--,--- ! 1� �_ \ . �� - - '5 . . "" L C!, \ i� . ' ' . I ,_�,.'_�,.­­ � 'I 1. '2- 83 , I . , ,
m " : WATER,�-UNIE, FROM I N.,50691
I � , �, _'�) .
. � . L "L 1� 2 I ­�, I.,
­ -.---' . 1, \. � ­. ''I ­ � . � . I ...... V) q �_ _ " -, "" -2-45" BENDS - 1.-_',��.'­��,_. , '..:. . I
__ - � " - ': - 1`�-��,_- 1�1- ­ ` .\� ", L .
. I , - - ' ' , 1- . , _ �-, , , . �, . I .,
. -, , I I - _b, �, .,__ E:2 01a .8�6 -- - . . .. � ", t � le , .
.
-_ � ._,--�, i 11 , . I �'.., / ,,�, I .;.. �W ." ��, ,-,,-- -­ - . . 4_ I E.�200101 5 12 .
­`,-- 8" WATER CONNECTION � � , ­ ; HERE., 11 I
� � . 1� z . : . I - ­ . " .1 _�-­l i I - I - ­ I
.
... . I )\L �' I. - - I �.\� .. .. ... -I,: I - , _­ .. .1 I'll 11� , I., �
I : , C-) �'1'1 �)%:L,��' ' . � � TO!" 6�101N, , � , , k ,­ I � -.11 . - , r ],� ,;,., _..
- 4 i I j/-, "�­ -) 11 . , " `l� I � L � - ,��.- , ,., � . , , --- ., I LjI ", l� ...... ­
k I ­' / orx , , uc " I . . I .1 . .
I I . " . . 1 - � . 1. _ . ,11 . . z �,;
. I : Ir - . " 1 . ii,, , I 11 . _. ­- - I � ... , . _-k_�
. ,
. � _c� " - . "X2, '. 1, . 1, ,_ . .
, . : : x 1 ' I � -,:,,,s vi-C ` - . I , I
� - TO EXISTING WATER ---" . : __ "' "' " DILE �
� , , -6 . .11 i 1.
__ . � �;�, I
i l L : - ­ 27�P' � /A,. 1, � - : _l I � I
i . I , , - r. . N:506943.65 _ . - _�
: I �l .-, 11 ,� '1� . I... , - - �
i . ".. �.i � - . . - L .. ,:J.
- TAPPING - " 1. ! � V- , : ': I' , , ­ - �
W/ 8"XB" 1, ; __ 1. L, �t?'_, I _ , - /I 1 -2 YE-1 ­ I I . 11
- , 1 2 1 - ­ �::." - '.. il .' . , 1� X11 . . , " . �
. I � - � �j ��,Z. - " -.1 .,� _;� ,�,.'Ii.,:�:­ - - -,
- ; " .11 ­1 I 1-11, . I - - -
" , - .1 . . I 1. I � , "' __ " 1, , . 'i - m.�__., -
. , ,,_� SLEEVE & VALVE ,. . I I r", " `�" ' '01P '_ " ­ . E:2001015.85,,'.: � .- -
- : . 1/, - L�&C* I - - - l.. - ,_ - I L _,", " . I ..
- 5 - I I .... .. . I -
- 5071 4,8'1 7 , ­ � ... .­', 11. - , , I �.__ ., _.- . .1 . . . , .-.1 .I
� ! ­ .% _� ,�_,_ 1. , 7`1 - / " . : . � — I : ", I
PAVEMENT.' <' N. . 1',� ".­,_ - .- EQ tj ,!` ,��` 1-w ­ , . , . ..... . _'. � � 11 - �1,
- I " � ., .. , . 1, - " " " — , I , .. .. L .�;.,-­_­,
, 1: ., I., ,
� . , � 17_� �� ­ � . ;��
, ', ­. ­.�� , 1, �,
. 1� . , -, - - � - - -
I % . . . l .1 I I
.- - . � � . 4 . . I -­ , , . , .
I , A.. -1 � ,� !,��,Q� -,)­ -TO 1- R LIMITS M ITS OF DISTURBANCE . , '', I -CONCRETE TRANSIF)ORMER PAD SIZE -
-
, . I '' � i N� -
. , I. -1 . I— .
, � �­' 1 E:2000952.1 0 1 <1 - -, � ,x-��,_11 __L�'11_ I � - �o " �� -, " ,_� i: -, - ' �. I ".
PATCH � COWR ­ 2" "
�
" - - I , �_� �.�, i R . .. , ­1 I
I __ - ­.- I 1�1 - ! 7, �' I I t N'��:: 1-6: Pp11____"­ I L . ......................... 0,00 I - ­_ '(L'. p �y
. ___ --.-. 1�) p'��;, wl\ -1-11-1 . 11 < J 1,
- ,�Vli" '... j­ ­N.'507146 ,�-. -N, , \ N:506940.60 I - - \ TO BE VERIFIED MANUFACTURER
L�-! . 49 � i, VERIFY INWNSMS6 :6 .11 � I ,_,!�� . ,W/ MANUFACTU " p ,� L -" __ ­ 1-1 . I - ..... � . ,��.,,��_�� , <,) , , .1 1_�_ ' � 1_ � _ . : ­ -­ � , "...''­.-
.1. 1._., . :. 'k�"-_77 . " ,�L_ _ ; ,w �.,",:, ..�.
.�
I.. . . , 11 q '. 19 - .,"� .1 � . -
- `IE:20� §47.09 �,4 _-,-,'�-"�-;�'P-',,,/l, ,i-P � � r .�: I : '. " � � . � -
__ --- -1--­,11 ,'� .. , ' y , ,:� E:2000949.96 - 1-4 RPZ N:507069,5560 E:2001006.63 . . SPECIFICATIONS. " TRANSFORMER
____ .— ._ _,1 -1 � I, . ,G - � I ­11-1- � c I, 11 1� ".., , � . .. , � " I I - '' .1 I - " - . . � I -
,-.-- I : I - /�.�, ..- "" - ... . - % ­_ " ,'�, �, : , , ,
, :1 I CI _.." , " ,/ "'�;" - � ,--, i . "" � ,_ - -CONNECTION--TO BE COCOORDINAT '' "
.. . vl. . 'Al- i . - �11k;� -_ . , - . E:2000977.2290 _,� �; � , I" -_ - - _ -_ , ED -- .
.�., / 1< .,_�, t �,, � ` " " : , ", - (Z�-- -, - PROP. SSMH ... , I . L"I ,­� - il"7�`7 - �q_ -
. - :-PROVIDER- OF ELECTRICAL SERVICE �, .,��
�
- , ., / " " " ! "�, - '�, C�� " ." � - . .1, _� ­ � .., , - �. L -_ �, r, ,6 .
" . -, L � I . -, W. ­ , �,j�
I , �_, � _,�� ", , ­; ". . _ �
,
, �
. �, i �1�1.'i. " " �:�-. '.. � � -
.,. _. -'- , 0246 /' . __,:0,7.1.�.)_17 I I ,�' . --- - i ,
,,i '___?_" _,�_ -,-,<� _-,�--, N,507088. RIM=304.90 �,y . ,�'
1�, ��__ __ tl.`L�_­�.,., ­ ­ ,_ � I
­ � �.,,_� _� '. . I—- - L - I . - __� ! � __ ­ . �,� - . � -_ � . I
" - -1, ;� 7 , Z, .,.. : : � ,�­ . � I -.../ I �_ 1�1 1. f I : IL , " ­
I , , , � - -.,
. 11. I
- . :e. r ­ I" . , I,- �. . �'Ai" -
- - - 1,� , ' ,� �­,'. " L �,, -' � .1 I I I I . I 'I.
�, , , -1 , /I 11 11-1i � IE . I . -
___­, , -, , " - ��; / - -, u E:200107'-�_._5224 1 . [W(IN)=299.15 - - .. - ; I , , ,
_ , j - - I , ­ -
. � , . . - L . � ., .-
, : v 'L .�� 1� , � . " -
.111, `� , / . .d ... - .
� , \ I . ,;.
1. �, I I i I I .
i ­ / I '. �; ! L . INV(OUT)= 9891551 ! ''I L IN
I
R"N I'll - - -1 j / ,� , , " �, " 1, z I " .�,,�
11 11
. ,
/ � .
-
"4 ,� 1� '.. - - . ..
,�i , - I I I _� - . ,
- " . I i : . I - - � ' . . ,-1, .. - .1 - ,
. . . . I 1. A� / - I ,( ,
.� �, - .
. / I 1. i ; I . 1, I 'L\ '. - X �., ",;" � , ".__
� . - , � �
, . , 11 . ,� � . N , I ., '­­:,,%,-,: 51".� ." I _', I
rL��' �__ _1�__:k_,___,1.____ % 1, L. i . I � . " , - ,,,� , I .1 , , , -
. , - - �� ; , � . I . � . � . ,_ "; - -, ", - I .. - � r 71,11, , , - I 1\ I �
-, , - , ; . - I �, , I I I i, -- ­_ - - - ') . . . . . ' , -- .
. _. , , I , , L., , 1� " ,., ; �:, " --- . ,_.-- ---..
. - , � I I .. _. ,
. . I . ­� I � ­­.; . ,
11p .0 __� 4 - __ ; \ \ � � PAVEIMENT - _-.1
�"
'... 1, 11 . . , . '. I I I ,I . ---. - ­� :L_,��\ I 1. ,� I �_ �L_�. . � . � � , ",, ",�� ""' L" ", I ../ : , I . . 11 � � e, L .. - � ;.., I � ----.-------,.. .-------- - _:___ -..--.. - - --- __ .
. I - __ I I . I : . I . , �, 1�-' �, . . . __ _
-, r - _1< � I _� i . , � - I " r - - - - __.___c�= .1.
� / ! .� �., I , . . � .,I i I 111., ­­__ .
. . . . . . L L .. , " . . . . . - __ - - ,.'' .1 ­1 ,_ _.___ ---.-.- ---- -- --�=.i;',--- -, "I ".1l, \_�_7111
.
i � .. , I , , , - . ; I , : C . . . . . ..�,� , .. ---" - lc_� -_ __ , -- - ­­­­ ___, I
I ; : , � /- 1 . -,�-;' I.. I H � , 11 . . -------.-.-------. .1 � , I � F, ,t4-f I : ,I -
, . . ". - . , I . ... =�� - ­_ ,_ _): 1_�� ­' ­ .. :,, .
. . . t-V . " ,
"I � . . ,�-,�4. _ � -7 f "" "L " ", i .� I . � 1\ . .. ­� - -_ . . �
I I ,q,1 c t" � � , m -, �
I I i I - , , - ,
, . ! . .
� I � " '. LL .1 , , .
K.. , ­ " ,� �__ , 'd Z ---. ' l .------------_t-- --- ­' _----­­'­:­__ __r ___ I . ­ .. I -, 1� 1, k "�.,, . '.
...., L� ..
" . : ." : ,.�,�; I I I., - . .
\ I IN I . . I
- -- -, .
4 - TA/f S%'v, E ,.'; I � - : - ­- ! : . I "I, , - " -� .- "" -, - " . . . . , " . . .. . 11 - , . ­� .. - . 1� . . '.. .) I . : L � .
,
, : 1i , ��,\ - *1, ", , �., . - . ! . , . . . . . . I I . , " , ,
. � ' L 1 �. , .. . : . . i . � ..: ", ,,, � I - . . . I --": , , I - - : . . I I I 11 ,
� . �77 . L, I . I � , , . " %,k �' , .. I . . � . . � � :� ." , :1 . : : L' ..: � . , . L : 1. ! . . . , � , �­ : . i'� ,,� - , <,, , ,
_6 ,,�L'j', �, . , i � I I . . I 11 I . I .. .1 . � 's " I . . : )
, L , . I . , � ''I 1, I I ­ I I . . , , I : ' , _� -
, ,� � � ,� ­` : - '. - L ' I � , - . - � ��_ . . . . . . . . . , , . . -_ . . .. . I I . . I . . . I , . - . . I - .L' , , , .,,. _ , . t, -'.' , ,� � . , . / . i I , :1 I . . . , el . . I .. . . . I . . .
; . , � i I I � ,,, . - , 1, . .1
_�Itl_111 .� " I , � , � �,, - "_��, 1, .'-, _� . . . . L ,,,,11 'I � I I . - . . . 11 ­2C-,
I j % .. : ! . : . : 7 . . � I . I I . '___­- . .
. I � . - -_ - - -_ _'___ - . . . - - -_ - , , ­ ____ . _. . - , ----.-.-. . . .� .1 ... .. . I . I..
. . : i I :� " . , -­ , , .'� - � " , ­ � ­ -_ L_ . lic I - -_ - . 14!_L, " , . , 11 �
� I ; i 11 . 1. I I , . L, 11 ., -_ I . . . . ­ - _. - - ... : , � ��
X "." ; L I' , � � ,,, ,,, , ", ", , , . I � I � i . , � . � I I \1 , - - ... - I , _ I � , , \ , ­ ., ,&
I . ;
" - . ,
. ,
'
�__-� - ,,
-<
'j
\C' - - I
1"1
,- I
.
1
I -; TO BUSED
�-I
, I
I\
I F1,�D_"5 ,� _.... ..- __-- 1. HEAVY DUTY PAVEMENT SECTION
.. N THE SAESVISE-�- 1 DeArE AND AOnpikx
I
I
I .r (
,
1
/1-'- �
...,1,�-.
�
..:...;
LIGHTp DTY AV
__;:z_______._
,�(-
:
- �:;1
I�
I
.
INNGT
USED NUALLPPAERMKE
AREAS.
/
I
­-­,_
-�
_
._._
...L
PAVEMENT SECTIONS MAY CHANGE
II
I , ;j I ,&'%, -, V'
I
N 4
, L_
i
WITH GEOTECHNICAL REPORT
;I?-
/`Q,"-
1I
I
'1 "
,-
RECOMMENDATIONS.
­ � �`
�..
"-I
-
,
1
"
V�Axa?\
�> %
I
"
L
2
B1
T ASEDWITHE
�,
i , `r. l ­) I,
I\ �)
�
IJ
-5
�..
..1.
MATERIAL UNLE
SS/
�,', .
� _\ __ --- I '..­- --�,- ",:. ,. -
...
j" .-.
DIRECTED OTHERWISE BY THE
k�,fZc�,r,,,
1.
1`;;'
/
1 1
GEOTECHNICAL ENGINEER.
/
<,
- -
, . 1�
�
,
,­1
" ,
, . �
I (_ -) .I.- , , /`
�iS ,-K'1­ r"'­_ , , - �_
. _:!;1,11_r__ .- � .",
_1�
". I I
, lu -
�: _ �
� I � � - I . 1� u; ,.,;. I I
. ; _ - c- _. - I . -:, ��`­l
_,) - ----- ,
! _ i ,�, , , ,-,�­_ 1��'D �, �
I ''
I
-11
I L­�­ . 1,
.
1. 1­ I
, , .
, . _
_7�.�
" .1 - 'A , . -
,
- '�' Ik I . � J
_,-_,�­',
I I " �
��
. �/ ,
3. ALL SU
�1� ,-,.
,-,- - :_ -11 c
� ,��
-.-,;V_�. �, I
.- ,_ L,\
: �,-, 1 � '.
_�_
�,'� __- - . W�< .
I 1\ - ''.t, ,�. I
;1 .
:_ e,, l.., L � .
A% r', . �,_­ _�, .
- I �
.� � �.
. 1. , I .
­',
___ -.,.,-., -
- ,�., �\;
� 1,,;,� .. . l
1�_
. I
ROLLED AND COMPACTED TO 95%
�- �, , -, 1, .11
.
I - ... , _C , , �
I - -11
. ,��_. _, L .). �­. ;
. �­ " I 1. , V� ,V ��-- ,L, I
I - I 11, - 1�
1, ,
. L1� " . L'
� �_
I ,� _­.�
- I "I � -
" . - ,
, ': ,� , �,., -
,�\
I I
. - -
-1 I ,
I � i "
.
_�- . -
- :
. I
.,(,
� ,
� , ,
r j I I . % ,­ i A,- �_­ .- �
, 4 --� - . �-­_"
1'., C,3-�;,.,�- 1�y� J 1-111, - ,�_ �_� " : 11 ,�., I " _
I
i ­�)
T , ` I
, , � , , , A __�-_,_. I 1� .1
- !-,'." ,-1 � �, , ,<, �,<­`w4
- . -
- "
"' �< .
'r I . I � I ­-` -,�-
. I L - -,
- -4�, -
. . . I - __ ­1 ,:?. � -
_�7) - ,5 .
"."',­ -, , .
. --
-1
- I ill
.a I � I
. . 1.
. .
T.
AT OPTIMUM MOISTURE CONTENT.
! x .
. :1
i .7,�,', I , - ___ , I
N, - I I
_�_ ' ' �_ ­­_ -- -
11 1, � ­-f ­ _­
`�.\,�""
- �
—1 ---.-:.- — :�___._�. ,
,
. _", , I
,-, I
"
, -k.---- I _�.­_
- I . I .. . . ,
,
I I . � . . . . . . .. .. . . ­
i __ �, I . ,_� . : L' I " - : ., . - _., ­_ 7=777777"
_��:�_: ---
�
-- — . - .-, - _. - , '. - --.-.- " � ", - -- ----- __..�­L­ w . _. _.� ... . - I � ­ .. :1 -.L_-__
, . . ..: , . � . .
. "
.. ,
4. PAVEMENT SECTIONS ARE SUBJECT
I
I I
I
� . . . . . , : .. - m
- --.-- ." t�l 1. I I . I ... �. -, . .1; ml I n . . � . -
I - 11 7. L L. - .. .. . . .� ., . .. . . . I __­_ ­:...._._.. ! 11 .
I�`� --:�� I : . - . . . . . � . - - �
?��-��_- " - i ,I. � _�
. . � . ... . .
. . . ,
. . ... . . . .. . .�. L I .� - - _:- ­!__-�. I" .
. --- L .
­
, I - -, -
. . .
COMPLETION OF
<%'.I,., , . - . � I -1- . -
�- ,--- . . . . . . . . . . ( , I I . : � . I." � ... . :. - . I . . I . -_ ' . . . . :: � -,.-,.. �_
I I I.- '. - I _.
I I . - . - - --
­ _.. L "' - _­� 1. . . I .
� :
.
I :��.,_
. ,
.GEOTECHNICAL REPORT. SEE
L -
REPORT
FOft
- - --- , �4�, , .1. . , 1 . . . _ , - ­.-
_.� l . I . . .� . .- --it . , . 111. � � ) �,:. ,
,\ l�,'_,' ) _;_ . I . ". I - I '. �, � I .. . . � . � .. .. . . . . . � , . . . - . .. , " � . . ­- _....­ I . .. . .. . .. ... - PAVEMENT
i " ; I �, ,4.- -,,-,,, �,-: J. I . �___�----- ---_:--� - - - -.----------- -; ,I--.- -------.., - - � .,..,. .. , _: _..,�_ - - _. _. - I - ­. �..­, - ­ -.-.- . . . . . ... .1
I % � . 1�. . , / - � ,� _�. : : . : : . -, . ... 7-� - � -:,: '' _ � . . .
g /// - - -,, I '. " . . .
I " " . . I , 1, _1 .. . .. , ­ . . .
I -_ -
. : SECTIONS.
, I , �r � L i
I
! I
/ A
, # . i
I'? .---- .
, ­ " I ,�,; " ­71'_ --)
, 'I I",.-' � I " �, - - ,�
I / , , , \,
'� I " � � Z­,­,
, — : I . ,
_. I
✓
11 ." '�,­ /
�
� ,:1 - , , �-, \
11� N
,
-.1 I ,,, 1. L " ` ' .
- ­­ C.
�
�
. I �,
Ix , -
r
: . I ,", 1(�� . - ­­'� . I /
.... ,
_ I , A , r- � ,�� ,,, I
.. i,_"_ _� I
. �J", � ` - -r, ,� � _)' I i
- '�,.' IV
1. , �
I ,
­ , - -
, I<,; , e ' 11.1 5"�, 7
,iri� I �, -1 1: t, , , , - , , 1", � - , Vz. I _�
ll ,`�� ,� ., �
�
, -
-11 / -,, - I ,� I
�`
I I I "
, '-'_._...__-_.— L
­� I ., /
I N:507001�0�882­',ss
-­E2,0007 9292--
1� ,��, I
i I ..�),� 1. -
,
i ,-',, .. �
I @),
1� I e�_'
_ ,_ , ck�,_
-
! I /,­ -��lZ�L -�_ 11 Q ___
, � , T717 _1
. ; /&� 0 � ^_�
'
� V'
� � _<�'. , / - I ) . �
. i '_.- . �� "
'
�
____ - --------
�
. � I., ! N:507071 1 14
1 11)1.1. - 1�
� , __ Z, - ,
�
-.1 ,.: , I I � L<� -, I -, —
� � %,- -1 . V�_' (�� 11 E:2000730�5319
�. _
- ,
. 19 ? /
, -, C
,�, 11
I �-, . -
­
— —, — __
".
: I : �� I
- NOTES-
, ,
,
1�
. -, -­
.1 �. . I
'
I
.
�� - ,
, I .j I.
.. ' . . . . ­
. ��, :. . ,
?_
I
�1'
I , ! I !
. _pi]�, ,
. -1 ...ill 11
I , L . C". . . .. .
. ,
. 4
� . ,�,,:.. , .
. . - � .:, .
.. . l.. . ". . 11 . __ I
. I ...
111v'
,I
I 1. UNLESS OTHERWISE NOTED, ALL CURB RETURN RADII SHALL BE 5' PROPOSED WATERLINES AT ALL VERTICAL AND HORIZONTAL CHANGES IN
",
.- I
! ,
,..-. .;
. ..- �11 " ________�__,______11f
� .
, .
I I ,
) -
MINIMUM. ALIGNMENT, AS WELL AS ANY APPLICABLE APPURTENANCES.
.
11
j
, 11
IL 1, CONNECTION TO
2. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE CLASS Ill 6. THE SITE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND SIZE OF
�,-i
. EXISTING SSMH
E PIPE. THE EXISTING WATERLINE AT THE TIE POINTS. THE MINIMUM ACCEPTABLE
Aj
� If- ,
� III .1 ,9, �
INV=292.19
DIAMETER OF THE EXISTING WATERLINE SHALL BE 6". THE CONTRACTOR
�"; .", ., - , 11,
� 1, k , � , - - ��
I
.1
. R SHALL FIELD VERIFY THE LOCATION, SIZE, AND SHALL STOP WORK ON THE WATERLINE EXTENSION AND NOTIFY
, ,­,,� �, �­ ? � , 5�
�
EXISTING UTILITIES WITHIN THE PROJECT LIMITS AND BURGESS & NIPLE IMMEDIATELY IF THE EXISTING WATERLINES ARE LESS
I
. ) . � - 0
, CONFLICTSENSURE NO EXIST WITH THE PROPOSED IMPROVEMENTS. ANY V9 - i - THAN 6" IN DIAMETER. THE CONTRACTOR SHALL FIELD VERIFY THAT THE
I . 11 _1 NOTE:
. '... I � N " I � INFORMATION FOUND TO CONFLICT WITH THE INFORMATION PROVIDED LINES HAVE ADEQUATE PRESSURE AND FLOW TO MEET THE DOMESTIC
._�'. ,��
_
.,.� I 11( '_,�_�::�,�­' I _�,�,
, _( , HEREIN SHALL BE REPORTED TO BURGESS & NIPLE IMMEDIATELY. AND FIRE FLOW DEMANDS OF THE PROPOSED BUILDING. ALL MATERIAL SHALL BE SPECIFIED PER NCDOT SPECIFICATIONS.
- , 1 1 ,
- , _j , ,-,-,, I I
I . -. --,� , -,'I"
, , , I
: � - .
" I . I
I/
- _....i / 4. THE PROPOSED SANITARY SEWER LATERAL SHALL BE PLUGGED AT THE 7. THE SITE CONTRACTOR TO INSURE SAFE WORKING DISTANCE IS
. . N,,50705i-6994 TIE-IN POINT TO THE PROPOSED SANITARY MANHOLE UNTIL SANITARY MAINTAINED BETWEEN EQUIPMENT AND ANY OHE.
- I E'.2000749.5520 SERVICE TO THE BUILDING IS MADE ACTIVE.
,
8. ONUS TO BUILD WATER & SEWER TO 5-FOOT OUTSIDE OF BUILDING. 20' 0 20' 40' 60'
5. THE SITE CONTRACTOR SHALL PROVIDE THRUST BLOCKING ON ALL CONTRACTOR TO CONNECT
11 _IV,\, J . I I
. .. , !Y�-� �p. z r- m UTILITY LINES 5-FOOT OUTSIDE OF BUILDING. VERIFY AND COORDINATE
,;:,- ­1 I I
­j I �_ WATER & SANITARY UTILITY LAYOUT AND CONNECTIONS THROUGH ONUS.
fi' , - -
. � , -
1, r�l_ A - . I WHEN PRINTED ON 1 1x17 SCALE 1 "= 20'
_ _ ___I DRAWINGS ARE AT 112 SCALE I
. -.-- ­ ..
'I
11
I t.
-N
7
Lu
n
li- N L'i N
ro m
,)''7,
C*4
LC)
z 1
0) bj* c�
�
w- Ilt
0 a:: -i:-
,�
2
zo
w n 4
r,
0
x m
L>L,
03
< <x
Z 2 L�
U3
0 x 'o
Im
(A
5; (D
Lr)
d n
Lu
0 0 1
po
0)
W r
I—
Q
5 lr��_
cc
cr) in
t-
a
=1
< LLJ
0 z
� ()
ma:
�5
0 0-
z
w
m
Lr)
0')
C\j
No
T_
%,�,v-
00
N
,
N
V_
T.-
r,
%,,
,
'..
.
T_
-,
to
%,,
0
I I
m
ch
(n
�_
z
z
2
Ld
LLj
31.
m
2
00
m
C-)
C
-)
z
in
W
M
0
uj
LAJ
z
0-
0-
0
on
uj
LJ
LLJ
v)
(n
in
it�jl
Ix
m
w
<
0
z
0
(n
Mp
LQ
m
Lu
2
z
0
4�
=
�—
(L
z
>-
o
LU
F_
�
(.q
2
<
z
.j
111M
F_
g
00.
m
0
:)
m
W
w
< 0
im
>
UJI
=
w
<
00
0
M
0
.j �
>_
=
a
I
r.-
Ift-ft
q1t
04
� UA I L:
NVVr_MbLK ZU11 -\
SCALE:
1 " = 20' : i
DESIGN:
JJS
JDRAWN: MJB
-
CHECK:
HGD
ICHECK: HGD
,
JOB NO.: PR4B857
PIN NO.: 74422
SHEET
03 OF 15
�AMC NO.: 991318 ).

m m
I'\- 1_17�71e x \I— _71
,,-
,�A� �__ I ,Z)
,
­,��_ IV, C. I, , _ - b-, I \ �_; � �, - . ---\ A�z - x
i ��_ ) k
__ I , -,(,,
------, 7--� - SIB, K ,"�
.4-..P�-iATI- Sir �' ��
'
v
�
I—
-----',-
- 0.
� D
,-L I �>
� I 1 _ 1, 1�
7­� -'4------------___ 3 __ 1\ _ '4'
__ � -
/ __ � \_1
17_r_�_1____­_._.. I.. --..---
I, ; !
I
,
ZZ UP P1520!90829 I 1\
=-L----7---ri��__ �L " L " '
_/_1 -- ­'�--�-­,
_� -----i---_ ��L
,�,),_­
,-�j -,��, - / -------7�-�,N:
("I � , -
- 1­��,\/_ 11� I I-
I , I y )�',_,
1&;�: -, , ­'( , \, 11 E: 887
L'---y - 7
I I 11 TC30
/I 1�___, / --- ­
/ ) ,
I 11-1 , - �' I , 1� MG
/ ') ..... . 1; , 1,� r 1 N:50!c2'26.118 ' .�,_, I 11
. , , E:2001057.86 I ,
)�
./ \ . �
- , / -)
,��_ �
P__ - 11 � ��
,�,�,,, < , -) \
>� / A_ , 1_r�111 ,
-
/ . � ) 'O-.
_1� V,
!
. 1 ,,�), I b�
/ 1 -11, I -
/ I .� \ ,5�'�'
� - ''I
,
I , �5' '4
---I-- 4 1 - 1% ��'l I . ..
- I i
LIMITS OF DISTURBANCE -1-1 ," I I)
'Y li
i I � 0 11
7�
,
_
- t
! - 11, _ �! ..- t" . 1� � - �
.
1�` , - 7 - "� . ..... .. ... -....- � - - ____ .1 -!-
t, I .I ,1 I . � \ ". Iv — ­Y -
_,- - - v CO____11 ! , , , -1, �' .1 -, 1� �_ I - _,5J._5____i __(,�_ 114�_,_, �. �3 �� ry� ,�'�D ��--` lt�� 1;�o
. 0 ____ N I , � . . , I �� '4_ � - . � I.11 �_�_T.�\", IL-W 1'\ _. - - - . ,I-- ,�3
\' <0 , (:� � ��' I I I D
111I �_ z � " �, . , ,_�' --- - � - - - -_ - L--�� , , -- 1�1
.) . .. D __ - ­­ .. I __ - - � - . ­ — ---- _`ci��­__ I I _.m____:__�.._ '. .- , \ ­ '. D, ) 1, % "", I
.) " -, ��', . —'�� , 1: I ., , ,; , ,-,) " ',�� , 11 -,�_� I -11 , � 7)
I
_/1. - L, 'I� ' _�) .., iLi I . I/' ­ 1-1- , ,�D �i � i - I 1 ", -
­7��, _- -7- --k. I � ."--, �', -, -, , A3 �L -.. S )EW,1%,LK
, ',,"�, ­7 I\- , " -) , , . . I I � " . I ,
-�, -- - r�, ' " I . 11 1. - . I ___ ____,� , ___ - __ _��! — _____­_ I----- I ___ ____ I ­�
0110 -t- _.k� � , PHIA; S I D E`N;'�% 1 � -----' - -
. :-- - - - -- � . � " ."4 ��l I ;� , '. ___ - - - ___ _�, �____________ __ __ _- 6 _f- - ------- _____1 L I I �
"D�, ___�,_______. -.--..-.-.-- _____.�� - -------- ��_______ ___ __.. ---.-.... I --- ------- ­.- :� - - -
, : ,.,�, " � e�,�
I �< 1-1 I ,� ��� I � � v V, . I , ,
� -�b - - <_ _ _)� . 1_� / . . \ / -_
� .�,, I � _�,-­ - - ',- - _"11 7 . .� � ) Z, � / - I
C , , C, \ � . _..., � / , \ . /
-.- - " , �D 'It� * \ I __� I I � , ��, __ , - 0__ -
.� v . . ., - _ Z7 1- �,
�:_::�'_'% — ___,.44-1�1 ,,, .", -� �-' --- -----� - . i -) .. . ...... .. �"_- — 7___ 1 U __
- . , - .. _ _ — - ---- � J. -
. ,.� - � _�_ FO ------------ - - F" -'--..--.,-L- I - F n ____L " . - "Ill,, - - - , "I __ - __ ------------�-�-__.,---"'-'-'L------� - ---------- --- ------ 56" ­"­_____ ' ­ --:� , � --- - 1-1 1'<1 ___1 11 11, ..
. -
11 I . A., .1 -- F-14-- - - �-, , " —_ N: 7032-15 '---- �_ I - - -,�,"3 E F,, �D P I --' ,,_��' ,_
. I /
r - _�_ .
_�c .L:j-
:.�.- ,----
. , "" "" - " _-,
- PAINTED P;�-:,< ' INIE . L­.- ,�p - 7- Ov - , -- -_ - I __ _"__� ___;7I`/ --- -
I , I __ - - - --- - � � -i- --- 1.�"L' ,----,/ -----
%111 " 1, N-.SOM25.97 I I V��,_ "
- - �._ _1� E:2001141.68 I I 1) " �1_ .� ,��:�
___ - ,,, -­ I X T.] I �.. / I
N:507227.56 �,_ `_ SED MENT _,.�,��, 11 � v -
� -1 ­ ­­_ % I- "" E:2001143.57 1�1 �_ •-1 _1
�� I%- - ­... All
E:2001074.57 �_1101z_ C�F�ASS .1 '1� !�il C�, �, N:507029.85 ­` :111, ­ N:506947.22- 113 �-1� I
�,_ _� FOREBAY I � A I il :_��'
I------- �.", I 1Q] .11, i
-1 6', , 1, ­ - - I -.1 E:2001159.05
I _­` I )�L ��, 34.15 -1 1'�. _' - - 7 ` ­..______.,., �
"I,* ,
TC303.50 __,_ I-) TC303.00 TC302-50 Y, . Cy - .2 , _! � -, ­ U ,�,
_,�:_�aL.7, - - -i - - ''. - �, _�,
�I Al . 799.11 ---.-- - �­ - - - ! - ­ - 11�1�1 - , -
_____ . - - N:5CL7,023.ro6-\-,�-�,_-c:�--.----- - I 1. _...._....___._ -­­� .... . -- ---,----, � I I __ - ____1 -Uril, - -----------Cr1E--- ­---0'- F 11 .. ­1 - -- ----- -- -­GH� ------ r—', -.---- -, �71L�_
.
r� '.) - cil, i _.___ --'--- ,EWE"', �V___, -1 .
- � _? ----- T - �, - ,_ EMERGENCY I . � -_ .- - _-, -�, i,.-'- I I (�_.i� _.__.___._ .1 - - � " -
—
1-1 II, , v . ,,� .�_ ____._..__ - (D I j �7 - - - - -,- _- - ..LLI�_i� 1—� RAVEL ___ - : , 1 *2 3s- I L2 " - — T --- i - - �----,
r�J� __ __ OdE . ... - fAY - -
­ T - - /
- - -�)--� . - - . ­ I --­ 1 A7'
- , � , . . ___ - .1 . r, __� - --,.--
-�'T ­­- . — , — _� __� "Ammmirm __ V_ -7 � I - -.----
^ . - .------ 0 mn, --- � ----.-.--.,----- - - . _ r _ - _- -----. - q mmn --- I
� _7rr__", -Ir . _ � _________.-._--------r - IV— - - ..._ ... I ___ _ ___ ., - I ii ...- � - ___m - -.— - -.- T �
- T ---,----- , -BW,302. �� '' - _� - . _____1.
­ I- " - . 3 DWALL �_ .- -_ () 21 .... .. i " I'll - -.--- '. ---.-.-- - I ,I - A, ' -11 _­ I-— I r --- - ___,�, ____ .- � - - �- ,I � ,
I - 1'� � I .. I i... ­_ 11 `
- ' "-- - __'L . . � .... �� I— �-,, , / -:,� - . - :� �",
' - — - ___ j 0- "'_!'7 -
'� . D _' -;'7-
1
__C _ _ __ _ _ , . , _�
--- ' --- ,
­_ I __(P ! - FCONC TC302.40 . 1 '\� DA-J , f . .1 ��­� I . . I � I -
, ._,_� . . -_ � . \ ,
f I v . , , . 'IV /
I— - ____ . i � A � I �. -, I % - 13 %J.0 I I -
i I I ,
i jOtA ) ; :: I .� ­� " . . I � ,4� - "
tI FL301.9 I O_?,EfEVA'T 1, L I � " AL, ---' i Al .'s7.p
1. I I "I : �,­ _. - . . I
. '� � gED=301.50
. ' — - . - . I \ 1��, x
' ­ I . . -
, ' ^^Ll^ r-i , I 11 . _.. . � 'L % -7 1.,LA � �xI %Owll%�. I .-- I - 1. I-D\ I . �, W/ T5 , , r� I . _______� , , ; - . . LJ__I.. .j - ,�_r.
�� , � `3 1 'S, ,1 '1V 5 . _ , 1 7",�)."._ 11. L 4�
I TC303 ii4v out Z=3 .2 ____ r ­ _ �_ � , > � ,�, i Gp_�Ils��
, 4 1 _� �1�i .
2 . *. , _Z. , _�_ 1� - I - , �( I I W�5TtEt 01. I . ,-,,-I-- , ,--, -_ ­e� I ,'-J/ _�' _.. I ! I---- - -- �
i tK I - ., , I . — I _. GAS . -SWA .- � -
44 . ILAIE � ! . � _�� " t
L � , I ,
�_ r - COVER. , . ---� - / ....: ,� "I rL "'�, r" f � , 'LiE � ­ L
- "' FL3 � . I I . ,:- ,I - % , , rp
� _ , ,
i-­�, / .38 _____�_ -
>� - . .
I "_ .. /
I f ______t;0 m m - \ . � � / - m , - . , - - , .."I", I � - 111111 ...... 11111 !, .11 I N. 1 \ / I-0 / I 1%�
, " I I . �,
, 1. � I � r / - � - ,
11 � P302.64-,I G2 _ . . . . ; . I v � "I. -A - /I
I
' 711 ( .f % -1 ,
c��i I ..I I , EMERGE
. . 'go ' ' GO 1'�_
.�._ 1 '50.5'. ,t ,1 AVEL S LWAY
I
Z 1
1 <.1 � .
I �K a, 11 \ >
§v 01 TC303.09
/ IN 4 f�-, I %\ L302.59
I ,_ ,
I r'j I -"-- -.-.---
I :-f j- __� \ - -
i I I I
Cl /
� I ,., 1 ,
: �," Tc, I - __- -
Z�'\ .,�J\] ,-�P 3b4.50 f ,�` � - -7-
- �, I" - , I / I
- �
,�/�_ 1/'
I-
! . . . I
I _�� I I L
�___ __ �, '.
. , .. i ___ - Z, I
, / , , ,� � I � j Fl K '' 4
. ,\, , I .- . I
. / . I 1�1 - I . . - lv'_7 -1 I
! I ,_� A' ,
,�, N:50720i.,77 , f
. I 1_�, I , - j,N - .0,
I � — � � I (�v " i.
/ ;
. `� E:200097 .05 �� , , ,11
, -
: IN111 � , �� I 0 1 ,_ , 1, TP I
�,_ v I -P, - , -
` -
I 1�1 , . 1�9' "
. . 1. /� ___ �
; �_; \_11 11 I .. �_ "I -- / C, 11,� I . ,�� " .1
. I .. I - .
c r,l lf- . I _� I I
- I . k ----. .
.
1'�/ i _� _��­ I I I T. - E 2`:
4, - ___ __ �I . , .: TC303-46 / 7 \ \ '� , I -
- I I c ".
'1­ - . _", j -D 1 \ , ---I It..
- 1,, i / MG t It. � \� � �_, I I.,
I ,
z - ) 1-� , '' 11 i r- - "
1, El _/1 / . � I . __11_' ­Tc
I , . A- .11 - I
; �, 1 , ;-
, . I C�; I TQ 05.30 ,v.,
.11 - -,-- N ,� _,..
\ - _r - � .
/ ro In, I � 1�,", I I -1 '...
, " LI - � - . .
7-- ,/ ��)' - .
, .., ,
.\ -�)--�, ­�, D "
, .
c� I
"' /) I ,�� , ! , \ I .
A- � 1'/ D"t .65 " , . . .." . .
-
-
- �", . � I .,,�,,--�C,. . . 11 -��,'� - , : . .,�
, , ­1 I ." ... . .,
- . N:507234.62 N:50 7192.64 . Q , . .� /�, , , .
/,� A �, I , \
I/ E:2000934.68 E:200)947.68 �- I ��-, � ---- ,
1�� -\ -,;-,\� I 1�<- . F,
/ L _00 , , .) I _�
,?:, 1. � I -�- 1� -
1'��) I .,�� / �,�, v
� —7-7- . - � I - .1 I . ;
\,
. A- ), t__ _�- Zy. T) . J.3-
, 7" 7 -
-
N:507231.66 / I _�__,,.
/
--,. . r�4 /
E:200092-5.-ro , �i ./ m�
- � _,'� C-)
- __ < F-4
- __ / I ') (__� CA
! ,,­�, Lf
I �',
1 L)
i 1 I
- _/ 1, L
- �
I--,- ­_ � r" _1�
­_1 _____ F1 - -
- . I
, I _', .,/ __ ,_­1
1) " �
- `� 507148 17
N: -
� E:2006952.1 0
/ - — --- - ----.. - -�,­,.-�'\6.49 1
� --- _. 1 '507-
1 __ — _,-.'� .'- _­ - (N ,.�4
___ V - 11
- : , 444 11.
__ - __ ____ / -�__ i �� / 11 E:' 47.09 ,.'i,,
�� 11 I ITI. ­'�, 1,/ 0(909 �'-If_
- ".1 . � i� r , 4��X,''
I
1'��_ �­
"'� \ -�.'-
, ,�� I , / ,�_� .
- _��,��_
_,�',
, �, 1 )-, / I I ­
1�_, ,r,D .:�� I., (3 "I
- I V,
i ) b- I �', - 11 ,
1�11 i /-I'- � I - C
i
� i
I ji ,
i t I
I ,I -<I 1�jl , lr �%_
I I I I . �,
.1 11 ,�-:,,�D';­ "
I I _< '%�_ [,� ) � - -
_(_.,.6A , , �� ,41,
. 11 �
� / �-,��`_ I
,
11 ,- -
, --� ��Z,� , I � ,<
I I I
� <
/ i -) l�, ,
:
� " �/7. ;
I . � m � I i .
I j : .
I -, I �: �_ _-D, .
. I I �y.
, ) J: " - , . -
� .1) -P - � >� �,- ,
i '-\' "�",_) . � ,
�) �_j -, I.-" '� -
. I __�, -
. .,� -i I
�
�­
.
I >_
� I
I
: i n
,, .1
L 4 z
�
�
!
I _�;c
: i "
: I L>- <
. ,
.
I ) - - �
�1,
, i . 14 , U)
,
�,�' � I " w
_+
4 /
. , -r1, / 1-
,
1,) - " � ' I t V)
� -, I
,
,.,�, .�, -!S�'_�­D - .� S-,-. �6
I ' '
'
.
1<,� /OD , , �
�,
;// ,
�
_ '/X�\
1. \1'
1\ , , -
,,,,.-,,
�'.. L ',\
- \,,,. -
_,� - ,
I,
��­11:1 � C'�
<_1
)
�
-\ ­�j
I ,
- ,
,</, - --�,, '-�'), : , 1�
.. � / 11 I - I -­
n7` �, � �111_ �, I
­� I .
_...
____
- - __
0 1 1, � ,, Wt�Q743'9.6111
7,t� � '
1�,, �:ZWI�954-�
I- --�, � _ ,, I
r 1;
, Ne §\ 11
�
11:�
.�� �
I
- - � k
/ / I I I : - �
�_r , . , i .
- , v DiVS !
, ..
­1 ,_ I
_(_ .,�.b
'.
- !LL I - - -
, '
, '. '111'1.1�, I
I �� �11
/ 'b ,
<1 1\ ;�
" I
, ,,-, "LN:507137,96
,
"C�,�,,,, "t ��
- - , ,_I_
r. .),,�, � �% ,
--�" , b� <, E:2000949.96
,
,
.11.1
,
I \ ,
. �­ ',\<, I .1
., ­ �-/--L �1� -, Ki•Rn-7nQQ n,2,Afz �
. . : . I . . . . L . . . . ./ . . -.- - . � ,,� " 1�_ 1_�-, ! - ��
* � �-:­, : I . I � ! - \ ,I 7�.. E !
. 1. 40- 0 4 - .1 .0- - " . ­, I .� . X,j % L L � I _Z� - -!,- - . RDCO . I L � I .Nr- :1� - I t�� � '.. � 10
. I - —__ . , - -` , . . , . . . .= - I , --- _r L - �'L)
-
. . , . . �, . ��, . �. - - - _­�--`�bis.q&,_-4 . INV=303 I , '­ i I I �' - 1<, I.. . .=.�� nr, 'hn I /
1 ;ws " 'L � ul �__ - . I.--- - . . . 5 , z � -�_
- - " :7� - �, I _..; - . ,
" - ,
.. " I ... ___I. . �L , � 1'r
,
's , _�A �� . . .. .. . . . :�11 , ­L_ � 1'�
-, �A I .. . L_
. I 1�� O__-7 , _x - ,.,�', i _x il � 'L j 7 11 ;
. I _7C k ' \306-.05 - i . "I � —.1 Ili', - '' I I '\
.5 �D � � S304.5 11�
:. - ,� 3 0 �5 1 _. \ . , �, � i . L � - - L / ! 11 . : %v ; I /. : I )
- - . / - :
� N - - --" / -1 � I
NVtz=304.00 -r- %,�� - , �_ _7
. F. L. .. .00 -1., - , �,_�' .- _� /
- � , \1. I " " /
/ - I I , .-
. I - I , Z, I . I - I X_ �_'�� "I __To' I ,,�,.� / " .1
,, -8" PVC ( - I . I - 1 " Z, _� "' � 1_�'
/ , 6' - I . x ,
I .. . 3� _1 ­� .1 I ­1 : "" " 1-1.1 1! " ___
. �L . C, 0 0.5% ... I ; , / \ , 306.13 � i . ,��-� - .�j \ -- -- + /
C) .\ L . I ,,, I I � . . . , . I I a \ I �<
. I �
N V IN I I 1_� 1. \ . 01 I � D ;,� :/ � \ I 1_�X�l
� L _� .1 , � - I \ I " I ) /
302.10 306.1 Ii \ -_ -- -, .. _` LIMITS OF ,DISTURBANCE " / I/ 'I I / . . . , , to - -�� ,�, 1b.
x - I/ -4 -- , -- 1 \I- L. "I � , � / " �, 's
0 / 1r)
. I � �,� a . , I 11 "_�, i �.,/ , �� I ,�_� /--: �,O�) " ', ,,-
- 0 / , 1, . N­ I "
- 17 � . . I .1 � // 1� - 1.�,_
,�� c� LO 1� * / i I 7 I 4 I
- I ,� , L, - ..
,
0 __v_ I \1 0 \ . � \ , - "I ­VL_ � - � I _�"
L .1 V) "I . 24/7 CHILD DEVELOPME HOME r, � 5 .11 ,I, 11 I L ' I/
.�, . /I \. . .. x U.) I <, 1, I /I I
.
I -STORY BUILDING - . 1; 11 " ! . '_­ 11 i; � ,,, 11
'! -.- � L, . 1, � �. - r /�
.. , i\"� I . I "I L 0 : �_��L I 1�")'
. I •L�l . I- i -- ----- - I
. . , i I I I L � , I., �
11 , , 7 'L Z_ .1 I Lwi . , � I
� I 0 1_� I . -_ ,
. . Ld - I < F.F.E.=30,6.2,5' 'I 1711/
L 11 I I � -7�,> , " "
1 �, ,"
. I - . . . 11- / , .i , j � > I � 1, -'(1) , / . ) ____ � I / 1\ � . � , - I �,
I , - -1, 6, - IMENT La - m , L � ... : (L S304.0 i .�11 �� �, I "
-
.X 2L . . I " � � � 305.50 __ _ \ /I i -.-,-- _� 1, 2�
. _. - - ORES .. . � __� _____ , . Ln . ; I "--- 1, �
. - I \
�, L,0` \ I . __1
- 0 ­ V) !
- - . __ .. , , / " _. - ___ ,��­_, " L, ,:�, ,wl
% .1 I I.. I / - ". ­. '.. I . E; 11L ­ I- 'i. L - _�-'Iil , : , .. � _1),
- Ir 11� : -6"SDR35 P �______ - .�. � L. . I 0 � , I � ... � r_1 I X U) - .- I - , I ­ � ) �
�j _�� - . _ A I "
,
- - ,
J-
..
e-ml U'L "M -, i '\I- ,Ili
I , , -
- =: � 0 1 * .��.� __:. . I _11��. . - . - .� , .- - 11 / "I
_f � ;_ . �,�.. . . , r , , �, r . I
I'll I 1� � I - - I - . - . . , - % ­­
. I i. r "'--. ­� , -I' I -
_- -�' . . I - . . � . . . , _1 . - I ' . �b Z
I . . , N:5064&5.86 I
- . - 05-5 306.13 N . , __ - '' __ I _. . - _: ( -_1 .. . . I ­ ..,. , .
_. __� . . . .
1; . - I 1. I 1��')'
IiL�7_.)., ��,� i
. . . . , 11 I
I _­_ : - m! , /;
. " �_ L - - . , I E:2001052.1 I
'­ - 06.13 '.`,�� , . _ �'I_z ­- I c� /
. '� .. �L r. I --- �, � - I ..... _' .. ' I ,., \ I / - ­ , "_,� "., 1 Z A S, - /
- _, — . .1 L \ i T - - �, �
. p , .� I'- - � . . L . I . ,
-, 1-3; —30 . 71 ; I , - L-_ -�� , .. .,305.50,% � 11 -_ .
.- r. ­ I ....- - -_ .. � - RD(;0 - � . I .- - -1 - � I-- . �--, -
I .--./.- . . I , . / -
- - � I - . . .
-
-
.25 0 X � '_�� .1 ­_ " I _?� �' " I . . . . I - "kr " L / ,�",
. .. �­ q� r� - L I i , I NV=304:40 1. : 'L.__ ':,), I / -
x I/ . ­?� , -x . , � .1. _�11�` � - �j C)
- - . � ., -� , - x- ,',� _^ � �_, 11 j , - " - _. -...-.-
. . ,,,�__: -:.�. L � NV=303 - 1� , ( "I", .11 \_ . __ "I" A.,
I I . -
/_ .1 '_ - ,�_ �.� 1, ­_ 71,
� I -�- , , - � �� � 11 �11 .. ..... 1:� I , . � %_ c., I/
I . . � �. �& , 11 _�� � � . J11 : r �> ,___ --,&. 'L� ,) , X
: . _�___ �,_��1111'�_ I , ,,, �
. . . . W_ 3i z � 1 .3 U�� - - 6i A 7_4 -
- . . . - , . , . 'i . . . I - .. ,� -- ----- - ­';�- �_ -, -)
� ,
� , - .1 - - - ­� � - � "r ,;1, 11 ,
304.92 _N: ,\ I 11. , I �_ 11 ,,-�-j , \, ,� I /
.
. 1.�/50 5 , �_, "I". , - �\ I " , L ! -1 . . I \ r�,_
- - "I ­ ­,�_, " . -_ --' I .. / I I
... �__- 11 , / %Ljkj%j. ,�- ,,, / I L)5 � � i .� I I , �_,'� " 4" ._E�311'
­rllw - 0 305- � f'. k 7r­ " __�'____� I \ , _� - - " I r��, �, LLI - _ , , .,
- � . I - -­ - 0 ;,�� c, "') ; •
,
.__ L 4.- ­J
.- - �� __
' ­ -
�d� -, - . - - _­­ - - -..:-_ i ' ' I 11 - ' �,­ . ­ 11 �� - ...-- . "
r . . . _�, 1 �! i - . . I -I, 11 " �' _�, 11� :1, = "I'll ". . " . - r ,� " % \ " ; "
� �1-c-11\_1 I / . . r I ,
: .
_'�_��_j ' 7 r i ! ,.,?� --%_, � , : "-, , )� ­; ,�� � I ,
5 � � : 1�c­ -;,� �� ! LS3 L�6 11.., - _'. .- 11 - ,�� '. I" .. , N:50691--2-. 8`6 1
_ _, I . - : I t, L� _ 1�:­ -1. .7�­ S30 ­_, - - .. . I �`
- ...0
L,"., r" I I �­ - � i., ,c;�r�_ I .11 �-, ,1/ ��
� , ': 1� . � �� : 1"� �', , - � . ., c-. % .1 I
, _,�- � ! , �- - " 1� -, �.�<,)_ .L I ,,r,l ­_"_;�, � �1� L [ - ,200101511 2, - - - _'j, i11 ') : : . . E. r-, - -
,1� 1� 11 L� ".-_ I I . - . I I 1 ­�­ I 0, � 1�� �
<�; : . " 11 . I - ­ _'1,_L'j,L , -, - I -1 T R E L _,_, � � .-' , .1
: . I � . - - r� -_
: /\�? "L":, I I I 'i �,7 - - - -- I` .11
T �11 , I ��, � : , �i". �, ��­i, . . I .1 I ---. 11 11�11 - , 1, , , � I , .�
�, . 11 �_ " ,PC
i , - --- 3304.&�'
"I : I I '1� "'e'.� � \ r"' - I , � 1, - -1
I . ; . I L% ' � I .- I
/ : � I . " " j. I !" I i �
. � , �­F , , 1. I 11 : �,:655 - --, : . i � ., ,
_ � -�'N:50 ' 1_�_ - , i 1<1� I I , � %L - ,� , ;.,�- - . L-' : � 1'��_� I 1)
� . �,, 694S I , , ,
- I . I
- I - � " % ''r, -17 ,)­ I -_
I I __ 1�1 I '�;� I I ..--. _1 ­>f��_ t'i��,::. , - ,�:, tQ1-
1_�, - _�c � - I i 1
4
- , .. I �, �, - " - I : ,_., � - _ '. - -_ _FL I ­. ,_ -,.-. .
- I E-.2001015.85 . - . , " �J , , � L - _ - L,) " _\­
- - 17" 1� 1.
11 -1
_Q; 1�_ - � , ­�:)��L , . ' - . - PI i... ­ , i - - v _- _.
-, .,� , -
111� 'L '' �_, , �� ,
3 I " 1, k ��__ 11 -
"
� '� . 1, - � . e�:, ! �. " .1
I '.,. I , �. I I ..., . . I -__, �
�' LIMITS OF DISTURBANCE "
I , 11
1, '1� I . ��
�_, , I., � /-1- , � �"!-__ �. TF,'EF C-R,",P'7'- ;�T E
. " L . I , , - .
��L I I . 1� 11 I --- I _�) -, ,
.1 :.1 . - ., I - j
I . .. . , B - I/ I I � 1. Nl; 1�� --- - .-
I N:506940.60 .­. . - ,_�_� 1, k, ./ I - I L .;�­­ , � - �­�'.,_
N:507069.5560 E.-2001006.63 _. � ., ��.)_, , 11 i . / / -1 _TPEEL �;FAFr- I'll, . ��L, I _F r .1 L-� ',_%k.,�0-,:-_ I
- -
L L'. � ,� __ ­ ��:_�, D_ I I, I'— - �", " I �,�.� . %,
. � L ' . - - - ,
1.
. . � . . --- . / "C --[.,---. k - , . �[� I ,�L�. - I -
-1 E:200097 -, I _� '' -_ -_ , ­_ - � .,..-,,-, % ­­L_ .,�, _Ji , . _ ,-
7.2290 - . 'Ll : ,: , / , ,1_1 I F ,V,17�1 -
, .
(1. �: - r� A �,�� ! __ _ . �)I.' 6�) I I
� 1") ,� I 1­11 .,p,,�� �� ,�: . . .1
"! _1 _ ,
I c . �­ � � . . I _ __ � - L)
I . .1. -, . . I '. I �
�. 11 � . �Iz . " � - _11�� 1,
I I " I I f . �
I
1�_; ; --- I I , -.1 I
, - I
I
_Zzz ,� . . - L .. .,,, ,,,,,r " . �.:_,,� =._1 1i 7. 7 -1 I I- . - - . -_ ___/ Ll� 1 41, :�11112� -
1'­ ". . , � 1, I i -
. , � \ -,�,_ r ,,- : : I : . 1, . . 1� ,�,',.-' , - ,'(- k - I .. .". I - 1� -�a.Cg \.
�� __ . I : : - __­ ,-..-- ­ � . % , ,� '­�� � , . ." , - 3�
� 44- ' (_X`­ - E:20OQ9711224 I . - . " �1� , . �:�% 9- A '' - . A ", -,,�` ��U .-I
\)113 Ly I " ". i�; I ��.) .
J.-
, , � , 1, ,
� L, . 11� li_)--z, --.-,/ �,, - - 4� � ^�,
I ; " 11 . � '.I 1�1� '' - , :
, , . , - _V �,,,� . I '��, . 1�
, I . : ; . . "-) %V"W--2�,7,�,��
) W . . I � �_:_�'­�­,'­ � -
, \ \ / : : - . .1 - " -� "­`: , � "; ­" " ...­",42 1� �
.1 , �r I . I , / ! ! i I . . � 1, ., ,
� I ., � " ,,,
\ " " . . I I ..
, ! . . ., I , . - <<� �
I : . . � , L
� " f � I 1, i . I e " I : I -_ . I 1, . �- , -, 'i�.,,�_ :' , "
. I \ ) : : " i . : L " 1. '. . , "� . L_� 1 " - , - ,,, _�N_
, " � ! , . - I . . . . . , � .".; i � � " 1� _,;. �,"Z� / _.
� , �, � I : . . . I 1. . 1. I" , , � I : . ":i., .
. I ,� . � ,,, I- * -1 ,
\ \ , ,� 1, I � I " : : 11 .� 1� \ , , 4_\ i�� .. - - -� " 111-i -: L � - . I I - - ________��.i
. . . I . v : I ­ . I I l \ " " " -- 'I- . 3�,�L!­A - _: _­� ____ . L,
. - r, I : I , , . �.,, -� 'X 1, " � " _-, -
I i \ I ! , , ­" . . -_ _____.___, ,
I I , '. I I . r r",:�,, " . % =_­�- -_�—
"..IC,L : " � - -------- a—,- -' ______;7�� " Y-
. I . - -_ I I
\ " \ I I, I ,� " , - - ,L7,W __7_ . __r
\ \ � . 1 1. I . , � . �__ ,
.- '_, . ­% ., 1i 41E�__.__._- ..---- ._ �
:•: (:�. I -, -, �� , �� , >1�7 __ , - _::��___._ ' \ L . , \." � _� I _r , ,
, , - -_ - r I \ , - . - -- 1, ...-..-.--- . - -1 ­ - I
I I _� �_, : - . ! . , 1� �� , � .. ",:;�,%�, __1 '� / : �:,� - , � - --- . . �., - - . -1-__ ­­­ "r r�/ ­ 1. . - -. --­�, �­ ------ , 7- - . . . I . . .. - . k .. a :.
- - : , , , L . _L .. -•, �. 11 . 1 7:�­ �_ -1, ... � ­ 11. - ­� ___ - - -
V � _%-4 L I \ �\, \ ,., � / : 'i - : ­11-
-1 I -_ .. '� - 'r
I - - - .4" �_�­K , k I�IA- � I . . .. --rl
. ,� ", . . , . . . .
. . . . . ��, I . . . - . I 1. , - . ,��'... � . 11
-- - t-v - 5%,"', ) - _� c:; 1, , r� �, ,,, \ V�j x I.. 11�_ ­ - : , __:L -_ i . I . \ . : . . i : . : . I � 1. .1, � . - - . . . . L ,�,' .0� . ". .. Q� I -
I I . I . . . . �, . I . . . - �'. � ".. . . ,-,,. . . L L . . - ,�� "
��'\ : . ,:: . . ,,�)%' r '� r ". , ,
�
- \ \ -�,, - ,,, � ,.,�'-, 11. '� r I 1�, ) . �,� � : ,,)!, - _
I � ,
, , � I . ! ,, " ,� , .,--), - . I " , � . ,__�
� Niv:,s _) = 30 1 ,6 -3 . \ , � , - . . . } ,
I -1. . . � . I , . .. . ..r' , " �, . . /" I" �� _,"_ - � ,� " - . : . I �', . - - -.,- _... �. __ --- - jl__� .__ 1��_ , � .. _,S �11' , . I
- .�_______ - _-Z -7 -( - zi'­­ — - - - _-___­� -_ - - - I - I ,< - . .
v : I '! ! . i � , ,% __ - .1 � - - ___ . _ - - - __ - __ - -----r --- - --- ;�, --- .. ,
, \ , : : _�"_-
/ I . \ \ % ,,, , �. , i . ." �A,\ " -- : �. -.-.----.- - - - .- �, _­:�� .'�',' - .
� , \ � � � I � . . , : ,�� - -_ -- -_ -, ---
: � I I : . 1. . , : , , , ­_ � /� /_ -, . . � -\�, Y, ,y-",(,_\-( 'Y'-, "v, ,(- -,,, . / / \ I . i . I /,� "i, .,., '1%, 111 " , ,,, , .. ,� ,_�, , , , % I ` '�i' ,%"--%, _', %, "/ -, , __ __ �� � I
/ , �­ , , , � � - i .
\ ". I � , I ; : , � , , _�) , / e � , " " , I I � � . . ; ,�, -_ A: .
11 \ I . . i . , . , " , � - , ,�". '. \\ - , __ " : I . i i . I � .-
ix ,_� N "% c% I : / : I : / i , --- , ` -z :, �, ,,, - " I ''.: � I --, - I", .., � 11
. 4z , � I I . N_ HlLj'_�,'�-L--) /�i',�_� '-_'tvV%L:- - �
I % I _j, I ; "j I ,_, ., 1. I � I
/ .�, , 1, - .
�
. . I _ <� ,-�
. I i ; . , I . t "
- : . : , I " �,
ILI I : , _ �, . ­
11 _�_i " .
,
.1 - - ------ %,,'� ;�� / ­- I I !
- .. I i I-,-
\ ,_�L_,___ / / .., .. i 1�
I . .
k , I '..,
,
A- �_____ - . - I
/
�
v
��-' �),
\ - I , ,-../ . � 11 I 7:1 I..:, I ,�.�. -.11 , ,�_ w I -MAX.12" POND
,,I,. / L 11 ), , I ". -1 . -\ r, , ' L 1� , -_ : : : : I : 'r-11 I 11 _ A
- I - '' " , , " . -,
% ,I ­ I- .� ,,, _... .1 L' .
_ / I . . . 6 \V
0 I
,,, : 11
, ',%� ", - .
. r. � , L, 1. - ,�, �, . I �;" , - " , 0 .
(��-,,�):�,D, / -, � . : .,- � , " " " 1, , ,�=,, : : - - , " * , Mi...- *.... Z...- *..-. -.. * * .1 - 1.
. - . .% , I ":­ . I * .. .�. 9 \
� . I - 11 I I " 11. I - -. tip .... _... _... f.... Z....; *..' ,. i I � I ; � . �� �� , : .-...; ... '*�* .. .
'��,,­)'- / - 1� i � I I . I i . i . , �, " L, 11 " %: I L . .. : I., -,I - .zs;.x.;.A..x.6.. a . . �.O.�.�.0:...�......�o-Oo.......O.......Z _m SOD **
I : : ., ." 1, 7 24" DEPTH /,'/ ...-.-vwvw:-.--.;.-.; . R: Rg Z,. 5 -.1m.. 6: ­­ ... � i:
, � . I � ;- * *�*S'5* '�*.. - s.. * - --- 0
f__ L � I % 1. I �, ", ....a.. . ;. .g..... ... .. ...N.gggg .q. 1;�, � L.� ; I i � , � ifi. .........R.S.5'.. ii-i .
I r I . L 1. 1, 1, 1.� I" � , .\�', �, N . .. ; .. S.- - .. i ...;: Z. -.;g;.-;..-.;s.;.-..� - /
�1. I i L, I . - ......
. 1'_-i i .. : 1. . 1. I ` _: - - 1: r '­': ­ . 1.10.�b.�.'.'-�-�'.'o-�-�.'.'�...,.,!.,.,. .--. .g.o., *..,;.:f;aMf*.Z*..M..._.�
"\ 1�_Ir-i �1, I a � . . ­.- - I _­ PLANT MEDIA — R; ! z 222 I z S 525 V 1. ol., -I! I. ub
, , ]!1''.:. - . __ ---I- . - - .. ,!.!.?.
.. - I . �, 1, I - . .* o'.*'-. .:' .
k -
\,ti , � ) "I
� ��J,
�_� . ,
__
, C, I
�i Q�-­C,',.�7-
.1 1�
11
,�J,
I , -
.,-, . ­� � i _�Dl D� _�',�(")�',
, 7kilED _ � , - CL
-
1�.:�`7 1�,j( 'Z - a �, - - " ,
� _� - --.,--A-- -
� 11� 1� �y , ­ _, j . � ot�.Z,
.,[,,­ Y '_(�",,��,!EC-1-,Y,,,, 'E.,<.�­'�` ' - � I , ,-;, I \, �� ,,�.� . I- 1.
4; . `� � - - ��,�,
;­ I , �� -
A , I A
f� . .��"_,el:\�_ 1� , '.
� i � il _ _ L . '
I
±3' - ,,Z �
1� � �
­� / .�, � -) .
1
302.50 S102.50 I 11 � Ltl� �__ - . 'Q
, MEET EXIST. N\\\, I-"- — — __11� /MTEVEXISI I - -,--/ /' �`," ,
- " I
1
2'--\ 41,4
FILTER
FABRIC
SECTION D - D
N.T.S.
2p 51 i
- — I
. :
i
I
. 4 INV=303.00 4 �
I
!
! FILTER I . CLASS A
FABRIC SECTION E - E EROSION �
CONTROL
RIPRAP
----.. _... . .
ULAzZ.) A
EROSION
CONTROL
RIPRAP
�\
(11. , I
1. r" "
\ ,�""_ .
. ,� , ,A. � el"
� e
- - ,�,
I ""'
-
-</
,;�7j
6-�
�
":�
I
�)
_'�­_­
-1)
N
I
�
-
-, I
I I
�
"I
-11
1")
�
)
ASPHALT -
_<
� j
,
�--- -� C;, �
"�-
1 ,
C, �
��\ v )
" I`
f.L .".
� ,
I . b� - -_
-I -
1) ,
_11` /I
.)
_`
��
� k / );
L- _� 11
/ 1.
I
� , 11 11 cb, -
\._ -�,\
��
. Cp��sc,
�-J,,
""r �, .1 .
9v!..
!
�
, r �
r
..
A
I I
"
`
I .�
! (��,
; " 11 ,_
I I
L,
R,-'-
CT �
1 ,
, , -
*
,�\ r,�7
�
/
I
�'�,_\ �Ii;
�
�'.'_Vl\ -A . 11 11
-
4) <'j, i�
L
`� -t
4 ,��, -
. - __
- � ...
..
, �
! . :�
&
,��
cl
I I , 11 ...
, _____ I f
/ ��, ,
�
, -,,
1.
.
�,�'-
; _� I
.:- .. - . L, .1 � �, j, , : a '. ... _... _,�,
, I � , 11 .g
\ \•
- /_ - ,,, . 1, ILI 1. ;11 I'll ,. 000900 ;*0.;*Vsi
: : ✓I i I ! '\ I , '. �,, , " , . s . .
i ­ "I . ' -- - %"-- I -_ .- - .-..,* 0R.R.; *.'.*.'*w'*.'*Z! Ro .
i ..� I : � ��, 1_�. '�'- . ,� I " �_ L -",,._' , ' _. _,__��11�1.1 , .11< .-.-... .. . i . - .. ... ... ... ... - - -
L � -, 1 ­11 : �­ ­_:,�% " _r_­ �,4�', 1. ,,�> k " "
1�k -_ "' _�.; .�_�,_ - , - � , -'. ..,.w -'. ." . % . Z* 1.
z I i ., - - 0*1. .
. �. , , _ . 1, : - ��) '.....;
" ' - , ...
� L' . . .: I .
--.-.-, _': , , I .�' 'L , " , :`�` I :� w.
� I,- ,�, I I" . I- " 0% FINES -*,* .......
- �.%� - ­. � ---.--- 1;�. r� �, ...
- L " " , .� .-I.- - - - � �::, '\'� � .-.
� ''. � �___ ­7 1 -7-1177,17.." 1. , _., ., " -:" � `� '�L ", L' % '� � � . . ........ ;�, , � ,�L - ....
� � ,"-- ., " " ,_� , , , . 11. I - , �L;�� :1 �� ',- �11 * — ... FILTER FABRIC
-, 1,�-�, � ", " c ." 1� ,� � I , L `�','_S"' 'S *, .......
, 5% ORGANICS ..*" ........
�J. \ " �, " �, I 11 � " , �L 11 -.',' 7 %, 11 ., .. , , _? _� o.-- .*, I.......
, % I 11 11 - % I - � L. I . , I ___ . __­ �_ � .. . -, , ..... . _.�
- - ----- --- ___ . ;_ _._�%­_ � ­­ - _ I . I I om n .......
4 - __ -, 1_ � -1 .... .--- * 2.. .. .
L . Ill,
�11 . , 7. ­ i _.o. ,
, 1. .� ,7, 1
,." : � ,-, /_-__ � 11�\ / \ N V , �11 I
-, . i ..-.-.
', , , I ...... ...._-..,2.-..-.-.---- .
d" ,, �� N v, \\\\\\
//// IKl./�//41I ., ,�- . I �/\�/�/.--- / zI ,/", v ,I �, I,,�:?.,_ Ir� 11 / ,\ j \1y �y -,.�'._ . , ­_ , j /\\\\\\�\\�\\ I \< 11,, - I ; �11 . i �,\�.<< /z K/ V, \1'ILC_ - ,L_1 : - z N , � §<�\�<��\�.11 ­y" I 1L '. P INDEX FOR N/,z N// \/ / ,\, //,�//� : ,I/ ,;�-, �.�, �, " ' r _�1.1Ii; ;, . /
, I'L ".. i I I I / r\� 4�- ,,-; .�� , ': - 11 N4 , - . � ��., "
. � ,��',I I , I '�_`I PLANT MEDIA /// ,, . I _.��;,_ \ � ( x%, \11 ,/</ y//l/, �
I �, ,
(I �` . : - - ­�, , I- / - ") I ; 1�_� I I \1 , , / / ,
-1 1� ,,-�,C� _1- __,��, ,� ,�' :1,.1 IX ,4 , ,/ \ , \ /�
, ,7t�,11 '., "', _­� I., - - I . . I - - I � MUST BE . I / L/
/ / I 11., _. _�­ - 11 , . I
11 I . . � 11:1 \ \/\ " \ \ .. \ \
I � / 1. - I I � .� ----- _�_ : �­
\ )I - .. I . i -
� ------ m I 1__­�,--------­--- I __._-r , - . . . BETWEEN 10-30
:�---�—. -, - _.- %, �, 'A.' I
. - . _. - __ . ...... ___ , - - _­�. . ..!�__
.. .. . . . . . . _­...... .. _-,­__.._- _. .­­­ __ __ ,.--,.,-. ­- --- ­ " . ", . . ---
l
. . � . ,.-- - ... -:---
.......... -
. . . _7­­ - - . - . . .. . _,.. - ; .......... - 1. 1 O' MIN. i
-_ - __� . .1- I . - __­ . :
(-I _� .. . , I
�1. . . . . - - 1��_ - � � " - ,,,'�� - -
�� , _.
.1. . �--T :.,� �_ - I . �., , .1 .----.- _. -:. - --.-----------, ., TYPICAL SECTION
. . . I . ­ - . _�________ __ --,. , _
__14___ ...---- ... 1­ - _. .. 1_­�.. . . . I.,
------' � .'� � . — .
,,� _�­� / : -,--,--r .. ..... r---'-'-- :,7 . . .1 ___'�L_­_.,__.._ .i
­1'1 �� ­­ __ . .. _ ___ , , - ;�_��F:L -�,_"-X MICRO BIORETENTION CELL
, ,/ �L .%�.�_!: -7 L_ � i­�'�
,..a 'P —I! - C
, e,�' -11 — .
— I
L­.,� ­�� -- ---- - --- ------- �­­
... .i.r.. ..
./ � . �
. . 11 I . I
I ** NOTE: THE SOD MUST NOT BE GROWN IN SOIL WITH AN IMPERMEABLE
- A� . . I I
I . I �
F-, I M­- _�,0 �. �� 1 1 �[ ... t1.1,1 'j, N7L� L.�,� = V�
` I ,� � . L
!NV= Yk, 7­ ,� � _ " '
/ - I= 90 0, .L.'
, .
`V.
,
I.,
, ,� t74 I -.9
11 , Li _._)� - - - . -
"z , � ,.� .
11 1'.. � ­2 �� ' '. ,, " " �,�,
. __ / .- � . I � . .,
� , .
I , I � .", . 1 , "Y'
:5070900/88z�- � � ,
s . � ­.,.� I
. \ L I. : D /L
2000745.9292 \ , 1, , � I .. _;�
z
,_� N1,
r11
-,. -, 1,
I
I N_ % /
�' , __ ,
.
I...
. . . .
:, r4N,507052.6994
,-','[E.2000749.5520
I
I /
'-d'
- I .
l
� � " - I .
: .
. . . .
I
I
�f � '
�
, �
\ , /Jal " . - 17V cl,.­
/
I t !'>-,�,f_
1:5070711
L.,_L S -
614 1
-
3 5319
- 1:..
L
� ,
- -'�
iII" �
::20007
� ��
MEET EXIST.
1
2'-\ 4 1 �,4
FILTER
FABRIC
±3' —
0.0%_
SECTION F - F
N.T.S.
DRAWINGS ARE AT 112 SCALE
WHEN PRINTED ON 1 1 x 1 7
303.00
MEET EXIST.
CLASS A
EROSION
CONTROL
W; RIPRAP
LAYER SUCH AS CLAY.
BIORETENTION SCHEDULE
CELL NO.
CELL ELEV.
BEDDING AREA
WATER SURFACE AREA
301.5
889 S,F.
1,883 S.F.
1
302.25
—
F 390 S.F.
1 889 S.F. I
NOTE: SECTION A -A & B-B ARE SHOWN ON SHEET 09
20' 0 20' 40' 60'
%mmme!!!!!!!..._. .. ..... _. _. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII I
SCALE 1 "= 20'
Uj
C_1� In IN, -
miW
K1. N
�_ ff� m
N
&
z I
w 0
0 m §
IIIIIIIIIIIIIII
14-
W ,
Z0
- z 0 7- 1:�
1.0
bi i� r -
am
Er m "
Er
W> < X,
lopw
z Z L�
U -
�o
U 0>
chL)f
0
(D
6 n
41
0
n E-)'
rn
Uj "d,
I—
cc
Ln Ln
r-
o ,
M
< 0 W
z
'r- (D
go
x =
a_
E5
z
bi
m
U')
0)
N
m m
m m
-,
T_
I o
o
r
0
­-,
C-4
I 'I
--,
T-
,
N,
-
T-
LO
I
m
:
M
M
In
1.1
V)
V)
(n
V)
2
�
rz
0
U
z
z
O
3::
2
m
m
7
0
0
0
0
z
z
fr
2
C-)
0
z
�
194
(n
z
0
vi
5;
LLI
x
LL1
z 2
� 0
LU z
0
< c) UJI z 02 4 z
IL 71
0 0
� 9O w
© m .j <
LL1 Q
a N> =
o
z w
44 00 z
a LL a
z .j
� �
cl =
U
9 I....
0 ft-.ft
lqt
C114
( UA It:
NUVIIIVIDLIN ZU I I \
SCALE:
1" = 20'
DESIGN:
JJS
DRAWN: MJB
'
CHECK:
HGD
CHECK: HGD
JOB NO.: PR48857
PN NO.: 74422
SHEET
04 OF 15
�AMC NO.:
991318 1),

CL
C-4
001
0
CL
E
0
O
O
-
00
O
04
CL
_j
0
z
Lj
:E
z
z
0
(n
0
x
Ld
2F
0
0
iil
Lo
70
,a
0
Lo
00
m
14-
0�
0-
............ ...
x
--------- - -
F
—IV �7__�,_
Ile!
STONE OUTLET VID 7-DAY GROUND
SPILLWAY ILIZATION ON -.'INTERIOR %A
.. . . .....
DESLOPES OFFL_'�'RAP.
SF302_4012-B
.4"
REMOVE . I TD %#9
4 TREES
r.
302.1
T :L
SEDIME TRAP
301 -
3
f_j 303M,_u'
TRAP
OVE N
EM
70 3 BOTTOM 00.0
jr,
�X,
TD 1
TOP CREST `_- 302.Q
303.5 ......
TOP EMBANKMENT�,_
S F. N
mr.mu low S.F. @ I
E CREST LENGTH
OF AS OF AS 302.4
�L=80' W=32" 4
TD ''I -Xg' GRAVEL
ON ---DIKE,
VEHICLE CROSSING
E i-
- ----- REMOVE , REMOVE
5y"I
REMOVE
EMOVE REMOVE
STOCK
-'PILE
AREA
J 41
A�)
mlov
-RE' E
4 �'.
SF
_sF.—
- L
�7)
REMOVE & REPLACE
12.3 S.F. OF' ASPHALT
u
4
5`
V
N
X 1�
T
N
J
A
REMOVE & REPLACE
17 LF OF CURB &
GLITTER
X
`-REMOVE &
V.1
REPLACE 233
OF CONCRETE
REMPVE & REPLACE SIDEWALK
G
I a �v OF CURB &
R
al
0
0
LEGEND;
m AREA TO BE DEMOLISHED
X ITEM TO BE REMOVED
14-DAY FROUND STABILIZATION ALL OTHER
Kol
INLET PROTECTION I ( IP
20' 0 20' 40' 60'
SCALE 1 "= 20'
Wc\1
It
0_, L) 04
Lu
f_
La 0
0 0)
z 3,
ui -
Q T_
Z
UJ
L>j < x
Z
(D
L to
> to
0)
Lu
(n Ln
< W
0 z
x
5
z
W
co
U-)
cq
o
c*4
le)
r
r,
Lo
z
Ld
0
z
0
W
z
L"
LLJ
a
0
0
0
Z
M
W
M
Lu
LLJ
L,
W
W
0-
CL
a-
a�
0
W
W
W
m
Y_
< N1
—
z
Lu
uj
m
0
X
Lu
Cj)
LIJ
1�_
0
co
4
z
W
aa0a.
a.
z
0
Z
0
cj)
JmJ
Lu
0
CL
>
W000
W
u.
0
z
0
m:
U
0
2
uj
014
a
X%11111111//
SEA
032,260
40 G
GO\yt��\v
WW
V)
z
0
V)
5:
LLJ
W
z
_j
0
Q
0
z
�-UA I t:
NUVt.MMLK ZU11
SCALE:
1 " = 20'
DESIGN:
JJS
DRAWN:MJB
CHECK:
HGD
CHECK: HGD
JOB NO.: PR48857
PN NO.:
74422
SHEET
05 OF 15
AMC NO.: 991318

I L ?f i J -} �r�-5-, , -'r, .af. I � 1 it �.�a r,�•' �,�� E� �� t �
2
tl
5. INSTALL THE PERIMETER CONTROL MEASURES SILT FENCE, AND SAFETY FENCE.
INITIALLY CLEAR ONLY THOSE AREAS NECESSARY FOR THE INSTALLATION OF THE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
to
SEDIMENT FROM LEAVLNG THE CONSTRUCTION SITE. THIS MAY REQUIRE
'd
PERIODIC TOPORESSING WITH 2-INCH STONE. AFTER EACH RAINFALL,
6. INSTALL THE DIVERSION DIKE AND TEMPORARY SEDIMENT TRAP PER THE EROSION
N
(Y'R'-
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
CONTROL PLAN. TEMPORARY SEEDING SHOULD BE ADDED TO ALL DENUDED AREAS
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
AND SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. Q
EMBANKMENT.
N
3
TREE PRESERVATION MAINTENANCE
NCE L OF E CO OLS E IN CE, GIN T DEM ION
REMOVAL OF THE EXISTING TREES AS NOTED ON THE DEMOLITION AND EROSION
00
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY
N
OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN,
N
TRUNK, OR ROOT SYSTEM IMMEDIATELY, REPAIR ROOTS BY CUTTINGAR
E SITE DEMOLITION IS COMPLETE BEGIN CLEARING AND GRUBBING THE
OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT.
OF THE SITE.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS. REPAkDAMAGE
TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS
M CO OL SU FR MU E TAI TH GH THE
SHOWN IN FIGURE 6.05B, TAPER THE CUT TO PROVIDE DRAINAGE, AND
DURATION OF THE CONSTRUCTION PROJECT.
p
PAINT WITH TREE PAINT. CUT OFF ALL DAMAGED TREE LIMBS ABOVE
THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE
10. BEGIN ROUGH GRADING THE SITE. EXISTING PERIMETER CONTROLS SHOULD BE
SEPARATE CUTS AS SHOWN IN FIGURE 6.05C TO AVOID PEELING BARK
ADJUSTED 10, ACCORDINGLY TO TIE TO AND TREAT PROPOSED GRADING AS SITE
FROM HEALTHY AREAS OF THE TREE.
WORK CONTINUES. ADDITIONAL CONTROL MEASURES (SILT FENCE, SEEDING, MULCH,
ETC) MAY BE NECESSARY TO TREAT ANY DENUDED AREAS.
SEDIMENT FENCE MAINTENANCE
11. AREAS FOR PROPOSED BIORETENTION CELLS TO BE FENCED & PROTECTED FROM
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
ALL COMPACTION ACTIVITIES THROUGHOUT ALL FACETS OF SITE CONSTRUCTION. AREAS
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
FOR BIORETENTION ALSO NEED TO STAY CLEAR OF SILT DURING CONSTRUCTION.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
12. BEGIN INSTALLATION OF THE SITE UTILITIES (SANITARY SEWER, STORM SEWER,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
13. COG AREAS, CURB & GUTTER, SIDEWALKS AND BUILDING.
S2A'E
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING 41
CLEANOUT.
. N H I L P EAS
SHALL RECEIVE 4" OF LOAM AND SEED. ANY STEEP SLOPE AREAS SHALL RECEIVE
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
ABIL TI I .
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
15. CONVERT PART OF SEDIMENT TRAP TO THE SEDIMENT FOREBAY SECTION FOR
BIO RETENTION #1. BEFORE CONVERSION ALL ACCUMULATED SEDIMENT MUST BE
4
REMOVED AND PROPERLY DISPOSED OF. A MINIMUM OF 6" OF BOTTOM MATERIAL
PROJECT DESCRIPTION: THIS PLAN PROPOSES A SITE PLAN DESIGN
(BELOW THE DESIGN BOTTOM OF THE ORIGINAL SEDIMENT TRAP) MUST BE REMOVED
FOR A 4,542SF 24/7 CHILD DEVELOPMENT HOME, AND PARKING.
PRIOR TO CONVERSION TO THE SEDIMENT FOREBAY FEATURE OF THE RIO RETENTION
APPROXIMATELY 1.16 ACRES WILL BE DISTURBED DURING
CELL. MAKE APPROPRIATE MODIFICATIONS TO THE FOREBAY DEPTH AND GEOMETRY.
CONSTRUCTION.
16. COMPLETE CONSTRUCT OF BIORETETION CELLS #1 AND #2 WITH FOREBAYS. DO
EX15TING SITE CONQITIONS: THE EXISTING SITE IS LOCATED ON A
NOT ALLOW SEDIMENT TO ENTER THE BIORETENTION CELLS.
MOSTLY GRASSED AREA WITH SOME LARGE TREES, AT THE SOUTHWEST
INTERSECTION OF WAG STREET AND REILLY STREET.
1 C 0 D E S T D V
PERIMETER EROSION CONTROLS.
EROSION AND SEDIMENT CONTROL FOR THE PROPOSED CONSTRUCTION
ACTIVITIES WILL BE IN ACCORDANCE WITH THE POLICIES AND
REQUIREMENTS OF THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN HANDBOOK.
CONSTRUCTION SEQUENCE SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
Figure 6.65b Trim bark wounds with a
tapered cut, then apply tree paint.
�I
�lhl
Tree wound
Figure 6.05c Prune damaged branches
with three cuts to avoid peeling bark from
the tree trunk when limb tails.
TREE PRESERVATION
NOT TO SCALE
\�
r
Incorrect
Trim and taper
2
I
� 1
3
�i Collar
Correct
MAINTENANCE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEE BELOW FOR INDIVIDUAL
EROSION CONTROL MEASURE MAINTENANCE.
2. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN THE
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
CONSTRUCTION 1. Clear, grub, and strip the area under the embankment of all vegetation and
2. FLAG THE LIMITS OF CONSTRUCTION AND MARK TREE PROTECTION SPECIFICATIONS
AREA. root mat. Remove all surface soil containing high amounts of organic matter,
and stockpile or dispose of it properly. Haul all objectionable material to the
3. HOLD A PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK designated disposal area.
PRIOR TO STARTING CONSTRUCTION.
4. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON 2. Ensure that fill material for the embankment is free of roots, woody
THE PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL vegetation, organic matter, and other objectionable material. Place the fill in
SEDIMENT AND DEBRIS FROM CONSTRUCTION VEHICLES PRIOR TO lifts not to exceed 9 inches, and machine compact it. Over fill the embankment
LEAVING THE CONSTRUCTION SITE. 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection
between the riprap and the soil from piping by using filter fabric or a keyway
cutoff trench between the riprap structure and soil. I
8' max. standard stretgth fabric with wire fence
Place the filter fabric between the riprap and the soil. Extend the fabric
6' max. extra strength fabric without wire f ence across the spillway foundation and sides to the top of the dam; or
• Excavate a keyway trench along the center line of the spillway foundation
extending up the sides to the height of the dart. The trench should be at
C3T7„ r, i 1N_ ; t,, �.-,r,.t` ii'ts rl='f,� F, t t.-' - I'y ,� _ least 2 feet deep and 2 feet wide with 1:1 side slopes.
Steel i {1c:, i cr.i Y ieill ,xi a t 11 3f.
l• f :ft:;7."r.i :,:3;�:„n:%:.�..,: ,�:_isi'.,'aivii:r.g't'.Eia=.w `.I
post �,'•.i.i .,.<<; ir: ..;a' :t=.s,}. ,. ssI:u _ I.J.: .ri tL.
r ..ul.,. :la- r1-L` �:.�.:; _ :,t�' i'i :Y:t._.,.,z _ t'i?.'e .:.t"�.:'�--q. ..�, j I.. r.:.`f�`i�{-lr
...............a +t ;zz i�A'::�>ats : ^t+„, si= } �: ` .,. 4. Clear the and area below the elevation of the crest of the spillway to
aF�{ 1> 1> y
la `� ' u,� Iaftlpt'Iu' Plastic or facilitate sediment cleanout.
`k {�/�
wire ties
, , 5. All cut and fill slopes should be 2:1 or flatter.
9c rt l: i t aN } six'.
x' {s. 1$-2 " �cr * S x+� c�k; 5. Ensure that the stone (drainage) section of the embankment has a
Wire € tx 3 s F minimum bottom width of 3 feet and maximum side slopes of l:l that extend
fenc4 .... _i' to the bottom of the spillway section.
24"
24"
Wire
Filter
Steel fabric
post
Filter
fabric
Cross -Section
View
Rackfill trench Natural
and compact ground
thoroughly
i
min
:: a • • •• • ♦>• , R•
Ord
' • ♦: •••• ;'•
*0
min
SEDIMENT FENCE
NOT TO SCALE
Natural
ground 7. Construct the minimum finished stone spillway bottom width, as shown
on the plans, with 2:1 side slopes extending to the top of the over filled
embankment. Keep the thickness of the sides of the spillway outlet structure
at a minimum of 21 inches. The weir must be level and constructed to
{ grade to assure design eapaclty,
8. Material used in the stone section should be a well -graded mixture of stone
with a d5o size of 9 inches (class B erosion control stone is recommended) and
a maximum stone size of 14 inches. The stone may be machine placed and the
smaller stones worked into the voids of the larger stones. The stone should be
hard, angular, and highly weather -resistant.
9. Discharge inlet water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment -
laden water to the upper end of the pool area to improve basin trap efficiency
(References: Runoff Control Measures and Outlet Protection).
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER CONFORMING
TO ASTM D 6461. FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120'
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A MINIMUM LENGTH OF 5--FT WITH
PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
1 11) - k (Y--)
3
1. PLACE BARRIERS TO PREVENT THE APPROACH OF EQUIPMENT WITHIN THE DRIP LINE OF TREES
TO BE RETAINED.
2. DO NOT NAIL BOARDS TO TREES DURING BUILDING OPERATIONS.
3. DO NOT CUT TREE ROOTS INSIDE THE TREE DRIP LINES.
4. DO NOT PLACE EQUIPMENT, CONSTRUCTION MATERIALS, TOPSOIL, OR FILL DIRT WITHIN THE LIMIT
OF THE DRIP LINE OF TREES TO BE SAVED.
5. IF A TREE MARKED FOR PRESERVATION IS DAMAGED, REMOVE IT AND REPLACE IT WITH A TREE
OF THE SAME OR SIMILAR SPECIES, 2-INCH CALIPER OR LARGER, FROM BALLED AND BURLAPED
NURSERY STOCK WHEN ACTIVITY IN THE AREAS IS COMPLETE.
6. DURING FINAL SITE CLEANUP, REMOVE BARRIERS AR
OUND TREES.
7. IN THE EVENT DAMAGE OCCURS TO PROTECTED TREES, REPAIR ANY DAMAGE TO THE CROWN ,
TRUNK, OR ROOT SYSTEM IMMEDIATELY ACCORDING TO THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL DESIGN AND PRACTICE MANUAL.
MAINTENANCE:
CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION. TAKE THESE STEPS
AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE SITE:
• REMOVE TREE PROTECTION ZONE FENCES.
• PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES
MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM
IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS SHOWN IN FIGURE
6.05b, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
USE THREE SEPARATE CUTS AS SHOWN IN FIGURE 6.05c TO AVOID PEELING BARK FROM
HEALTHY AREAS OF THE TREE.
• CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR
INSECT -INFESTED TREES. REDUCE TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION
DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE.
CONSULT YOUR TREE EXPERT IF NEEDED.
• INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION, WHY
THOSE MEASURES WERE TAKEN, AND HOW THE EFFORT CAN BE CONTINUED,
TREE PROTECTION
NOT TO SCALE
10. Ensure that the stone spillway outlet section extends downstream past the
toe of the embankment until stable conditions are reached and outlet velocity
is acceptable for the receiving stream. Keep the edges of the stone outlet
section flush with the surrounding ground, and shape the center to confine the
outflow stream (References: Outlet Protection).
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets
so that flow will not damage the embankment.
12. Stabilize the embankment and all disturbed areas above the sediment pool
and downstream from the trap immediately after construction (References:
Surface Stabilization).
13. Show the distance from the top of the spillway to the sediment cleanout
level (1/2 the design depth) on the plans and mark it in the field.
14. Install porous baffles as specified in Practice 6.65, Porous Baffles.
inspect temporary sediment traps at least weekly and after each significant (%
inch or greater) rainfall event and repair immediately. Remove sediment, and
restore the trap to its original dimensions when the sediment has accumulated
to one-half the design depth of the trap. Place the sediment that is removed in
the designated disposal area, and replace the part of the gravel facing that is
impaired by sediment.
Check the structure for damage from erosion or piping. Periodically check the
depth of the spillway to ensure it is a minimum of 1.5 feet below the low point
of the embankment. Immediately fill any settlement of the embankment to
slightly above design grade. Any riprap displaced from the spillway must
be replaced immediately.
After all sediment -producing areas have been permanently stabilized, remove
the structure and all unstable sediment. Smooth the area to blend with the
adjoining areas, and stabilize properly (References: Surface Stabilization).
Cross -Section 12" min of #�CDOT 95 �mirt�
or #57 washad 5tone �_------1----------------- --
.� I.5' min-
,. - ------
36I30 cu filatrt�:
5'
max
tiff min firer
fabric
Design settled ' Overfill6' for
top
Plan View
4 "lik,- lamer 'e'b" by-
6" efow
m4S min. I se�tifed tap of
Ix^d fall +� dam
Nlaturo
fIter
abric thin.
Figure 6.60a Plan view and cross-secdon view of a temporary sediment trap.
TEMPORARY SEDIMENT TRAP
Rev.6106 NOT TO SCALE 6.60.3
2AVVMS ARE -AT 112 SI
WHEN PRINTED ON 11x 7
E
SO- min
V., 01,15 5� I
AGGREGATE SIZE --USE 3-5 INCH WASHED STONE.
DIMENSIONS OF GRAVEL PAD --
THICKNESS: 6 INCHES MINIMUM
WIDTH: 12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR ENTRANCE AND
EXIT AREA, WHICHEVER IS GREATER
LENGTH: 50-FEET MINIMUM
LOCATION --LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES (FIGURE 6.06A). AVOID STEEP GRADES, AND ENTRANCES AT CURVES IN PUBLIC
ROADS.
WASHING-41' CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT
ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE
WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT
DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY
ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
CONSTRUCTION SPECIFICATIONS
1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND
SMOOTH IT.
3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE, THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 3-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
zZA3C ST C E IT
NOT TO SCALE
HANDOUT SPECIFICATION FOR SMALL PROJECTS
EROSION CONTROL REQUIREMENTS FOR ALL PROJECTS
REGARDLESS OF THE SIZE OF THE AREA BEING DISTURBED, A PLAN IS
TO BE SUBMITTED TO THE DPW WATER MANAGEMENT BRANCH FOR
APPROVAL. THE PLAN CAN BE AS SIMPLY AS LOCATION, WHAT IS TO BE
DONE, WHEN THE WORK WILL BE PERFORMED, AND EROSION CONTROL
MEASURES THAT WILL BE USED --FOR EXAMPLE, SILT FENCE, INLET
PROTECTION, AND SEEDING SPECIFICATION. IF THE AREA IS GREATER
THAN 1 ACRE A PLAN MUST BE APPROVED BY THE WATER MANAGEMENT
BRANCH PRIOR TO BEING SUBMITTED TO NC DENR.
FORT BRAGG SEEDING SPECIFICATION
1. APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY
SOIL ANALYSIS OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE
SOIL ANALYSIS, APPLY SOIL AMENDMENTS AT THE RATES INDICATED IN
STEPS 3 AND 4.
2. AREA WILL BE TILLED TO 4? DEPTH
3. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS
PER ACRE
4. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER
ACRE OR 20 POUNDS PER 1000 SQUARE FEET. THE FERTILIZER
SHOULD BE EITHER SLOW TIME RELEASE OR .APPLIED IN TWO
APPLICATIONS, HALF AT TIME OF PLANTING AND THE SECOND HALF AFTER
PERMANENT SEED GERMINATES.
5. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4
INCHES OF SOIL PRIOR TO SEEDING.
6. SEED MIX AND RATE:
PERMANENT SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA). NO RYE
GRASS.
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON),
HULLED
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON),
UNHULLED
?WARM SEASON?: PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE GERMAN (SETARIA ITALICA) , BROWN TOP
(SETARIA ITALICA), OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
50 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON),
HULLED
TEMPORARY SEEDING
COOL SEASON?: PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
120 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA)
? WARM SEASON : PLANTED BETWEEN 1 MARCH AND 31 AUGUST
65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA
ITALICA), OR FOB TAIL MILLET (BRACHIARIA RAMOSUM)
STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE
COMPLETELY COVERED WITH NO BARE SPOT LARGER THAN A QUARTER,
THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL
BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS
BLACK IN COLOR.
HYDROSEEDING: SHALL ONLY BE ALLOWAQLE ON SOP
STEEPER THAN 1 HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 5
MUST BE COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD
BE APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION WILL
CONSIST OF 1/3 OF THE MULCH AND 2/3 OF THE SEED AND THE
SECOND APPLICATION WILL CONSIST OF 2/3 OF THE MULCH AND 1/3
OF THE SEED. THE MULCH WILL INCLUDE A TACKIFIER AND WILL BE
APPLIED AT A RATE OF 2,000 POUNDS PER ACRE OR THE
MANUFACTURER'S RECOMMENDATION, WHICHEVER IS HIGHER.
7. EXEMPTIONS: SPECIAL USE AREAS, SUCH AS AIRFIELDS, HELIPADS,
GENERAL OFFICER QUARTERS AND THE HISTORIC DISTRICT. CONTACT THE
FORT BRAGG WATER MANAGEMENT BRANCH (WMB) AT
910-396-2301/2823/2897 WHEN SEEDING THESE AREAS.
8. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE,
THE WATER MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE
PROJECT. OC MR. JACK WILSON AT 396-2301/2823/2897, EXTENSION
224.
NOTE: G.S. 113A-57 NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS
ARTICLE SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE
FOLLOWING MANDATORY REQUIREMENTS:
(2) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY
EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL PERIMETER DIKES, DITCHES, SWALES, PERIMETER SLOPES OR SLOPES
GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS.
TEMPORARY ,SEEDING MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS
POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO
NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
PERMANENT SEEDING MAINTENANCE
MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING
EMBANKMENTS AND DITCHES FROM SURFACE EROSION;
MAINTAINING EROSION CONTROL MATERIALS AND MULCH;
PROTECTING INSTALLED AREAS FROM TRAFFIC, MOWING; WATERING;
AND POST -FERTILIZATION.
MOWING
A. TURF AREAS: TURF AREAS SHALL BE MOWED TO A
MINIMUM 3-INCH HEIGHT WHEN THE TURF IS A MAXIMUM 4
INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE
AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE
GROUND SURFACE.
B. EROSION CONTROL AREAS: EROSION CONTROL AREAS
SHALL BE MOWED TO A MINIMUM 4 INCH HEIGHT WHEN THE
PLANTS ARE A MAXIMUM 8 INCHES HIGH. CLIPPINGS SHALL
BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT
FROM REACHING THE GROUND SURFACE.
POST- FERTlL12ATION: AFTER THE PERMANENT GRASS HAS BEEN
ACCEPTED, AND BETWEEN THE DATES OF APRIL 15 AND OCTOBER
15, APPLY 425 POUNDS OF FERTILIZER PER ACRE.
REPAIR OR REINSTALL: UNSATISFACTORY STAND OF GRASS
PLANTS AND MULCH SHALL BE REPAIRED OR REINSTALLED, AND
ERODED AREAS SHALL BE REPAIRED.
W
mi
rr Lo
w�
Urn
#i
LLI
C)
U
fir}
r`
Xm''
Ld
><a
zo
z u..
�
ICAU
Lo
r�
cn
o"
oZ
z
o
x�
z
w
m
u)
rn
Cat
■
N
N
r
Pr)
r
t-•
Z
W
of
U
W
W
U
Q
0
Z
M
0
W
a
a
aa.
0
0
0
0
W
W
W
W
(A
-
Q
0
cn
Z
0
V)
w
W
W
C
a
�
LLI
C.D
W
02
z
z
QO
0
a
mJ
CO
;
W
o
O
O
❑
z
Z
LL
❑
C
J
0
W
U
N
OAR'r'
Q 5 At.
03�260
A.l GO�����
DATE:
NOVEMl31ER 1Q11
SCALE:
AS SHOWN
DESIGN:
JJS
DRAWN: MJB
CHECK:
HGD
CHECK: HGD
JOB NO.:
PR48857
PN NO.: 74422
SHEET
06 OF 15
AMC NO.: 991318
♦l

ITp..1._
v
v
v
CF
0
a
Lo
CB
0
N
N
r
rn
3
El.f
n
a
N
0
v
v
i
n
Lo
co
ao
1a-
m
a
a
ROWLOCK CAP
8" CMU BLOCK
WALL
3/16" DIA. TRUSS TYPE
HORIZONTAL REINF.
@ 16" O.C.
VERTICAL SPACING IN JOINTS--'
#5 @ 32" O.C.
VERTICAL REINF.
IN
FULLY GROUTED
CELLS
7" THICK SLAB,
MEDIUM
BROOM FINISH -SLOPE
TO DRAIN
A/C PAVING
#4 REBAR
@ 12" Q.C.
(TYP.)
Rmp���-4"BRVENEEICK
�■ TO MATCH
COLOR
• .r
#5 � 32" O.C. VERT
(�) SECTION
BLOCK & BRICK w
WALL, 3 SIDES
BRICK TO MATCH BLDG. . • 1'_O" o
I V?
o �
10'-013 r Z
EDGE OF PAVEMENT
•
8"STL. CONCRETE PLAN
FILLED BOLLARD
NOTE:
DETAIL GOOD FOR 25 PSF DESIGN WIND PRESSURE AND
FOR CATEGORY "D" WITH MAXIMUM CALCULATED Sfl5=0.733
TRASH ENCLOSURE DETAIL
N.T.S.
EXISTING
PAVEMENT
SAW CUT
PAVEMENT
EDGE
12"
MIN.,
FIBER OR PVC
WASHER 0 3/8" DIA. PAN HEAD
MACHINE SCREW
0 &/ WASHERS
a
0
0
0
0
?" SQUARE 0
SIGN TUBE 0
'OST o
0
0
0
a
0
0
SIGN PANEL ATTACHMENT
N.T.S.
3" BITUMINOUS
' CONCRETE SURFACE
COURSE SAW CUT
PAVEMENT
12" EDGE
VARIES MIN. 3„
TACK COAT
a r 6"
MIN.
N�NEW
UTILITY ��� ...: , ..
PRIME COAT
VARIES < : •. -:, • . : •
SAME AS EXISTING
�, r�
����/ �� `� STONE BASE COURSE
EXISTING 6" MINIMUM
STONE BASE "
1 1
COMPACTED
COURSE
M BACKFILL
SUBGRADE
BITUMINOUS PAVEMENT PATCHING
N.T.S.
ell [RjSERVED
RKING
•
VAN
JACCES7SIBLE R7 T8 HANDICAP
PARKING SIGN
(12" X 18")
o IF REQUIRED
o z METAL POST
SET 2'-0" DEEP
2.5" TELSPAR BASE
6"
o `\�/\%\\\\\ \\ i //\\
\/
.\�/\ /\ /\ /
TYP. HC PARKING SIGN
N.T.S.
2"
RADIUS
THIS AREA MAY BE �/\ 4
CONCRETE AT THE
•'a d � G.
OPTION OF THE
CONTRACTOR. �� 6"
1 '-6"
THE BOTTOM OF
THE CURB AND GUTTER MAY BE
CONSTRUCTED PARALLEL TO THE SLOPE OF SUB-
SURFACE COURSES PROVIDED A MIN. DEPTH OF
7" IS MAINTAINED.
THIS CURB IS TO BE USED WHEN
NOTES
DESIGN SPEED IS 40 MPH OR LESS
COMB. CURB & GUTTER HAVING A
ON RURAL HIGHWAYS AND 45 MPH
RADIUS OF 300' OR LESS (ALONG
OR LESS IN DEVELOPED URBAN
FACE OF CURS) SHALL BE PAID
& SUBURBAN AREAS.
FOR AS RADIAL COMBINATION CURB
CONCRETE TO BE CLASS A3 IF CAST
& GUTTER.
IN PLACE, 4000 PSI IF PRECAST.
THIS ITEM MAY BE PRECAST OR
CAST IN PLACE.
COMBINATION 6"
CURB & GUTTER
N.T.S.
FACE OF CURB
BEYOND CONCRETE
PAVEM ENT PAVEM ENT
7
1,4.19
D.
r. X_,,.._� X
b b,
\ ' COMPACTED
SUBGRADE
6 X 6 - W1.4 OR BASE
X W1.4 WWF
OR MATCH
EXISTING
STANDARD VALLEY GUTTER DETAIL
N.T.S.
�P
S�
Dr 2g
O0 °
S<apF o00000000
0 0 0 0 0
0000000000
0000000000
0000000 ...
2, 000
TRUNCATED DOMES
W/CONTRASTING COLORED
SURFACE
J" LIP (MAX)
2.35"
TYP
„ 00000 2.35"
2.35 0 0 o TYP 0.2"
TYP 0 o a 0.9,L --I f
- - 1 1- 2.35" TYP
PLAN VIEW ELEVATION VIEW
TRUNCATED DOMES
: r • .ti �, _; .. , : <. 7" CLASS A-3 CONCRETE.
REINFORCE W/ #4 ® 12
O.C. EACH WAY
8" AGGREGATE BASE
/M��%�%��m;\, 6- SUBGRADE COMPACTED
\ �\;I>�/��// TO 95% PROCTOR DENSITY
VERIFY EXACT PAD AND
TRANSFORMER SIZE WITH
EQUIPMENT MANUFACTURER
a A° 4 4 e O
v a I
d a
. '4• .° .'d'• a d a. f, •4
•4
a a dl ° -
ol•a 4 4 a a s
i� TRANSFORMER 1 LLj
4 4 •4
a a 44' •4
a .4
1 4
a"a
• 4 '� 4. .4 .1 .Q
a a
�'a.-----------'—�
CONCRETE PAID
A PLAN VIEW
TRANSFORMER PAD
N.T.S.
w PARKING STALL
a_z
0 tL M
0
a U PAINT WHITE
Ni
t w 0
4" WIDE
12" BLUE
STRIPING
1"
rn 2Q. 5"
R "
r8� �
PAINT BLUE
6"
PAINT WHITE
O
6"
,
4 i 0"
4•--0„ 5'-0"
HANDICAPPED PARKING DETAIL
N.T.S.
JOINT SEALER CONFORMING
TO ASTM D 1850 OR FED.
SPEC. SS—S-1401
D D D
h : h' p A p
PREMOLDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1751 OR D1752
CONCRETE EXPANSION JOINT
N.T.S.
11
4 •�
CONTRACTION JOINT
N.T.S.
CLASS A3 CONCRETE
IF CAST IN PLACE OR
40OPSI CONCRETE IF
PRECAST
4" 2" RADIUS
•4. W
SURFACE
BASE
i7,s 87�
CONSTRUCTION NOTES:
CRACK CONTROL JOINTS TO BE PROVIDED AT 10' INTERVALS BY SAWING,
LEAVE --IN INSERTS, OR CUTTER PLATES TO 1-j" DEPTH.
EXPANSION JOINTS TO BE INSTALLED AT ENDS OF RETURNS, AT THE
ENDS OF ALL RADIALS CURBS, AND AT INTERVALS NOT EXCEEDING 100'.
PREMOLDED, J" JOINT FILLER IS TO BE USED.
AS SOON AS CONCRETE WILL NOT SLUMP, FACE FORMS ARE TO BE
REMOVED, IRREGULARITIES REMOVED, A LIGHT BROOM FINISH GIVEN, AND
LIQUID MEMBRANE SEAL OR OTHER APPROVED CURING METHOD APPLIED.
THE CONTRACTOR SHALL PREVENT THE TEMPERATURE AT THE SURFACE
OF THE CONCRETE FROM FALLING BELOW 40'F DURING THE FIRST 72
HOURS IMMEDIATELY FOLLOWING CONCRETE PLACEMENT, PROTECTIVE
MATERIALS SHALL BE LEFT IN PLACE FOR AN ADDITIONAL 48 HOURS IF
FREEZING AIR TEMPERATURES ARE EXPECTED TO CONTINUE.
ANY ASPECT OF CONSTRUCTION NOT COVERED HEREON IS TO BE PER
THE CURRENT BASE SPECIFICATIONS.
STANDARD CURB
NTS
3/8" PRE -MOLDED
EXPANSION JOINT MATERIAL
(WHEN ABUTTING CURB)
I- WIDTH VARIES (SEE PLAN
SLOPE VARIES
(1/4"/FT MAX.)
a a4'
a
NOTES:
1. PROVIDE EXPANSION JOINTS AT 30' O.C.
WITH PRE -FORMED JOINT FILLER.
2. PROVIDE TOOLED CONTROL JOINTS AT 6'
0. C.
3. PROVIDE BROOM FINISH IN DIRECTION
PERPENDICULAR TO CURB.
4. WHEREVER HEREON THE TERM
"THOROUGHLY COMPACTED" IS USED IT
SHALL BE UNDERSTOOD TO MEAN
COMPACTION TO 95% DENSITY AT
OPTIMUM MOISTURE CONTENT.
SIDEWALK CONNECTION TO CURB
N.T.S.
12" FROM PAVEMENT EDGE
OR 3'-0" FROM VERTICAL
OBSTRUCTION
9 1/
1 /4" 2" , 4 1 /211 2„ ` 1 /41f
d
4" CEMENT CONCRETE
(3000 PSI)
4 COMPACTED GRAVEL
(1j" MAX. STONE SIZE)
GRADED & THOROUGHLY
COMPACTED SUBGRADE
UNLESS
SHOWN OTHERWISE
ALL SITE
DIMENSIONS ARE
TO EDGE
OF PAVEMENT
WHERE PRECAST CONCRETE
BUMPER
IS SPECIFIED
6' LONG
PRECAST
BUMPER
BLOCK
2--#5 REINFORCING BARS
1" DRAINAGE VOID
SOD
t- I o 0 0 0 0 0 0 0 0 0 0 0 0 1 4" LAYER
oa0000 ooa0000 TOPSOIL
00
FINISHED GRADE 1
PAV�MENOP OALL
AREAS
REBAR (2) #4 BAR, 2'--0"
LONG 2 PER WHEELSTOP
PLUG TOP OF HOLE W/
NON SHRINK GROUT
PRECAST CONCRETE WHEEL STOP
N.T.S.
WLo�
mi�__rnm
w� N
�Q>�
Ld o
■
w
z
z c' r _
w�u)
Za¢
co
Zz �
u�
y
� �
Q0)
W
o�
z
CL
X =
oCL
z
L1
m
L0
0)
N
n
r
co
L0
cn
z
W
z
0
0
w
n..
�
LL
w
cn
w
cn
N
�-
Q
0
Z
0
w
w
W
2
O
J
=
�-•
Z
Z
ao
0
_'
:3
�
J
a
~'
W
U
M
oc
Q
z
Z
a
LL
�
J
W
i
cl)
V
N
CAR�I��r�
Z, •.nib,
4 E r'
• 03 260
°�' �NGll�ti��' •��
UH It.
NVVGM0LrN LU I I
SCALE:
AS SHOWN
DESIGN:
JJS
DRAWN: MJB
CHECK:
HGD
CHECK: HGD
JOB NO.: PR48857
PN N 0.:
74422
SHEET
08 OF 15
AMC NO.: 991318

LO
dW-
O
co
N_
O
A
a
tO
try
M
O
N
N
Practice Standards and Specificatioris
Construction 1. Clear the area of all debris that Wright. hinder excavation and disposal of
Specifications 'p"il-
2. Install the Class B or Class € riprap in a semi -circle around the pipe
inlet. The stone should be built up higher on each end where it ties into the
I embankment. The minimum crest width of the riprap should be 3 feet, with a
minimum bottom width of 1.1 feet. The minimum height should be 2 feet, but
also 1 foot lower than the shoulder of the embankment or diversions.
3. A I foot thick layer of NC DOT 95 or 457 stone should be placed on the -
outside slope of the riprap.
4. The sediment storage area should be excavated around the outside of the
stone horseshoe 18 inches below natural grade.
5. 'When the contributing drainage area has been stabilized, fill depression
and establish final grading elevations, compact area properly, and stabilize
with ground cover.
Maintenance Inspect rock pipe inlet protection at least weekly and after each significant (rri
inch or greater) rainfall event and repair immediately. Remove sediment and
restore the sediment storage area to its original dimensions when the sediment
has accumulated to one-half the design depth of the trap. Place the sediment
that is removed in the designated disposal area and replace the contaminated
part of the gravel facing.
Check the structure for damage. Any riprap displaced from the stone horseshoe
must be replaced im me diate ly.
After all the scdiment-producing areas have been permanently stabilized,
romp ve the structure and all the unstable sediment. Smooth the area to
blend with the adjoining areas and provide permanent around cover (Surface
Slabi li zution).
A6
Figure 8.55a tack pipe inlet protection plan view and cross-section view
ROCK PIPE INLET PROTECTION
NOT TO SCALE
...:..
IIIq III W1 I I
Figure 5.20b Temporary gravei diversion dike for vehicle crossing (modified from Va MCC).
Construction 1. Remove and properly dispose of all trees, brush, stumps, and other
Specifications objectionable material.
2. Ensure that the niiiuinum constructed cross section meets all design
requirements.
3. Ensure that the top of the dike is not lower at any point than the design
elevation plus the specified settlement
4. Provide sufficient roam around diversions to permit rnachine regrading and
cleanout.
5. Vegetate the ridge immediately after construction, unless it will remain in
place less than 30 working days.
Maintenance hispeettemporary diversiom once a week and after every rainfall, Immediatelv
remove sediment from the flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as heeded, tiVhen the area protected is
permanently stabilized, remove the ridge, and the channel to blend with the
natural ground level and appropriately stabilize it.
Natural Ground
DD DIVERSION DIKE & VEHICLE CROSSING
0
NOT TO SCALE
A
O
A3
6.20
WHONE-STD-�
Channel design-- shape: parabolic, trapezoidal, or V-shaped
side slope: 2:1 or flatter
3:1 or flatter where vehicles cross
Grades- Either a uniform or a gradually increasing grade is preferred. Sudden
decreases in grade accumulate sediment and should be expected to cause
overtopping. A large increase in grade may erode.
Outlet -Design the outlet to accept flow from the diversion plus any other
contributing areas. Divert sediment -laden runoff and release through a
sediment -trapping device (Practice 6,60, Temporary Sediment Trap and Practice
6.61, Sediment Basin). Flow from undisturbed areas can be dispersed by a Ieves
spreader (Practice 6.40, Level. Spreader).
Small diversions -Where the diversion channel grade is between 0.2 and 3%, a
permanent vegetative cover is required A parabolic channel and ridge 1.5 feet deep
and 12 feet wide may be used for diversions with flows up to 5 cfs. This depth does
not include freeboard or settlement. Side slopes should be 3:1 or flatter, and the top
of the dike must be at least 2 feet wide.
Construction Specifications
1. Remove and properly dispose of ail trees, brush, stumps, and other objectionable
material.
2. Ensure that the minimum constructed cross section meets all design requirements.
3. Ensure that the top of the dike is not lower at any point than the design elevation
plus the specified settlement.
4. Provide sufficient room around diversions to permit machine regrading and
cleanout.
S. Vegetate the ridge immediately after construction, unless it wit I remain in place
less than 30 working days.
Maintenance
Inspect temporary diversions once a week and after every rainfall. immediately
remove sediment from the flow area and repair the diversion ridge. Carefully check
outlets and make timely repairs as needed. When the area protected is permanently
stabilized, remove the ridge and the channel to blend with the natural ground level
and appropriately stabilize it.
Compacted soil 2'
1-4 min rI
i=toN
re" ruin �--�
Ntf1- f!
I l III _ 111 Illt= � fI1= I4 = ifidI�ll =
6' typical --�
flaure 8.20a Temporary earthen dverslon cake.
GRAVEL FILTER #3 COARSE AGGREGATE 12" WIRE MESH
RUNOFF WATER FILTERED
.1eUo WATER
�A��
SEDIMENT o
CONCRETE GUTTER SIDE VIEW CURB INLET
CURB I FLUME INLET PROTECTION
NOT TO SCALE
WIRE SCREEN—/
RUNOFF OVERFLOW
WATER WITH
SEDIMENT
SEDIMENT
GRAVEL FILTER
WIRE SCREEN f
2" X 4" WOOD STUD
CONCRETE BLOCK
FILTERED WATER
\X, X,
° \ '
CURB INLET
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW
CAPABILITY IS NECESSARY TO PREVENT EXCESSNE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE #3, #357 OR #5 COARSE AGGREGATE
BLOCK & GRAVEL CURB INLET SEDIMENT FILTER
NOT TO SCALE
GRAYLL CURB & FLUME -INLET SEDIMENT FII_.TERS
a. WIRE MESH WITH 1/2-INCH OPENINGS SHALL BE PLACED OVER THE CURB INLET OPENING
SO THAT AT LEAST 12 INCHES OF WIRE EXTENDS ACROSS THE INLET COVER AND AT LEAST
12 INCHES OF WIRE EXTENDS ACROSS THE CONCRETE GUTTER FROM THE INLET OPENING,
AS DEPICTED.
b. STONE SHALL BE PILED AGAINST THE WIRE SO AS TO ANCHOR IT AGAINST THE GUTTER AND
INLET
c. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IN NO LONGER ADEQUATELY
PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM THE BLOCK, CLEANED AND
MAINETENANC : INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT
RAINS.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY.
DRAWINGS ARE AT 1i2 SCALE
WHEN PRINTED ON 1 1x1 7
Figure 6.65a Porous baffles in a sediment basin. The flow is distributed evenly across the basin to reduce
flow rates and turbulence, resulting in greater sediment retention.
Support rope
to wire to pre-
veht sagging
Support post,
24"into bottom
or side
Coir mesh or similar, stapled or
trenched into bottom or side
Stake to support
wire
Figure 6.65b Cross-section of a porous baffle in a sediment basin. Note that there is no weir because the water
flows through the baffle material.
BAFFLE SCHEMATICIDETAIL
0 W
•_ •r/ r 1w
/►11►.h►/trlY��, ,
0W .&AD el.�����!i1f
a •,
� 4 •
Pipe Outlet to Well-defined
Channel
Filter
blanket
Figure 6,41c Riprap outlet protection (modified.from Va SWCC).
Notes
1. La is the length of the riprap
apron,
2. d =1.5 times the maximum
stone diameter but not less
than 6r'.
3, In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be 'installed between
the riprap and soil.foundation.
CONSTRUCTio SPECIFICATIONS
1. Grade the basin so that the bottom is level front to back and side to side.
2. Install posts or saw horses across the width of the sediment trap (Practice
6.62, Sediment Fence).
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum
of 4 feet apart, and installed up the sides of the basin its well The top of the
fabric should be 6 inches higher than the invert of the spillway. Tops of baffles
should be 2 inches lower than the top of the berths.
4. Install at least three rows of baffles between the inlet and outlet discharge
Point. Basins less than 20 feet in length may use 2 baffles.
S. When using posts, add a support wire or rope across the top of the rneastu-e
to prevent sagging.
6. Wrap porous material, like jute backed by coin material, over a sawhorse or
the top wire. Hammer rebar into the sawhorse legs for anchoring, The fabric
should have five to ten percent openings in the weave. Atiach fabric to a tope
and a support structure with zip ties, wire, or staples,
7. The bottom and sides of the fabric should be anchored in a trench or pinned
with 8-inch erosion control unatting staples.
8. Do not splice the fabric, but use a continuous piece across (lie basin.
MAINTENANCE
Inspect baffles at least once a week and after each rainfall. Make any required
repairs immediately,
Be sure to maintain access to the baffles. Should the fabric ofa baffle collapse,
tear, decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half fall to provide adequate
storage volume for the next rain and to reduce pressure on the baffles. Take
care to avoid damaging the baffles during cleanout. Sediment depth should
never exceed half the designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits, bring the area to grade, and
stabilize it.
BAFFLE CONSTRUCTION
SPECS AND MAINTENANCE NOTES
Practice Standards and Specifications
Construction 1- Ensure that the subgrade for the filter and riprap follows the required lines
Specifications
and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap so the top layer is above the
downstream layer a minimum of 1. foot. If the damage is extensive, replace
the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the
filter,
S. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard,
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end Make the
top of the riprap at the downstream end level with the receiving area or slightly
below it.
8. Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length. if a curve is needed to fit site
conditions, place it in the upper section of the apron.
9. Immediately af#erccrnstruction, stabilize all disturbed areas with vegetation
(Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
Maintenance Inspect riprap outlet structures weekly and after significant (1/2 inchorgreater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
STR.
PIPE SIZE
Qfo
Lo
3Do
W
d,
OUTFALL
8"
0.85 cfs
6.0'
2.0'
3. 1'
6"
CONC. FLUME
6"X24"
1.16 cfs
6.0'
6.0'
4.4'
6"
OP OUTLET PROTECTION
NOT TO SCALE
W
WNt N
N
a�
C3 j rn
w �
Q U l
r�J
>Za
zZw
oFD
�>
CD
W
I
") M
w -It
-�
� uZ
C
Q w
o7
11�o
m
X :L
a
z
W
m
rn
0)
N
■■
■
r
to
�
o
r
t`
to
Z
w
o
U
7
Z
Li
5
U
Q
O
Z
m
U
ED
a-
W
rL
(L
N
N
�
N
W
Z
O
V)
W
t'r
W
O
>J
=
a
�
Z
W
Ill
ZQ
O
O
0
a
m-J
w/
LLJ
W
A/
W
O
o❑
z
Z
❑
C
J
0
Ui
C?
N
CAi?
SEAL r'
03 6D
=� •
��'•
�WIJl l
UAIt:
NUVLM0r_M 4U1 1
SCALE:
AS SHOWN
DESIGN:
JJS
DRAWN: MJB
CHECK:
HGD
CHECK: HGD
JOB NO.:
PR48857
PN NO.: 74422
SHEET
07 OF 15
AMC NO.:
991318
'.1

CL
00
N
cyl
[�f
r
C7
N
N
N_
W
0
d
Eo
0
O
w
.L
(L
0)
M
Lb
N
O
N
00
r
e
a
cn
0
a
v
U
/
n
m
m
a
RISER UNIT
OR
BASE UNIT
REINFORCEMENT IN
ACCORDANCE WITH
AASHTO M199
5"
1" DIA. HOLES \
(OPTIONAL) * FOR
DO
* SPACER: UNITS TO DOWELED OR 516"
MORTARED TO TAPER UNIT OR FLAT
SLAB TOP. n �}
2'0"
STANDARD MANHOLE FRAME
& COVER WITH DUST COVER
•e•
A 4pA
x 1" DIA. HOLES f j- 2 "
N0. 4 STEEL WELS. 5" cv CENTERS TO BE
CENTERS TO BE T Z -
180' APART. SPACER UNIT 180' APART V6"
,�
- - v
--------- 4'0" -- —
FLAT SLAB TOP DETAIL
FOR USE IN AREA OF MINIMUM COVER
LIFT HOLES
TONGUE AND GROOVE JOINT TO BE OF -- -�
FABRICATORS DESIGN MEETING THE
APPROVAL OF THE ENGINEER. JOINTS ARE
TO BE SEALED WITH MORTAR OR 0•-•RING
GASKETS
2"DIA. HOLES FOR STEPS —
FLAT SLAB TOP DETAIL
FOR USE IN AREA OF MINIMUM COVER
TYPICAL PRECAST
SHALLOW MANHOLE
DETAIL
N.T.S.
2 0
•
`.
5" MIN.
CONCENTRIC
_ .*:
TAPER UNIT
2-2" DIA. HOLES
SEE ALTERNATE V) a -
FOR STEPS
AT RIGHT
a H-
�� 12"
i; a
4,0„
. cq
4.0"
ECCENTRIC TAPER UNIT HALF -PLAN VIEW
(ALTERNATE) (FRAME & COVER REMOVED)
RISER UNIT
": w
PRECAST STRUCTURES MAY BE SUBSTITUTED UPON APPROVAL OF DESIGN BY
o
THE BASE.
x
-- --�—
§ o
ALL BASE, RISER AND TAPER UNITS ARE TO BE IN ACCORDANCE WITH THE
;0;)o
' c•a c°''j
REQUIREMENTS OF AASHTO M199, EXCEPT THAT MINIMUM WALL THICKNESS IS
.
a
TO BE 5"- FOOTING MAY BE PRECAST OR POURED IN PLACE. FOOTING
~ z
-
REINFORCEMENT TO BE AS SHOWN IN SECTION A -A.
RISER UNIT
`
�Q uj
V)
CONCRETE TO BE CLASS A•-4.
j
TWO 2" DIAMETER HOLES TO BE PROVIDED IN EACH BASE, RISER AND TAPER
UNIT. HOLES ARE TO BE LOCATED ABOVE THE CENTER OF GRAVITY OF EACH
UNIT WITH CENTER 18V APRT. THREE LIFTING HOOKS OF FABRICATORS DESIGN
I
TO BE PROVIDED IN FOOTING IF PRECAST.
THREE LIFT EYES PER UNIT OF MANUFACTURER'S DESIGN MAY BE SUBSTITUTED
=
+ (o
FOR LIFT HOLES SHOWN HEREON.
BASE UNIT
OPENINGS FOR PIPE IN BASE AND RISER UNITS ARE TO BE PRECAST. THE
CONTRACTOR WILL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER
4'- e—
LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE
MANHOLE.
aOTINCy., 4."
�; ; x
THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO
"•
.
2 00
PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE.
5'6"
BASE UNITS MUST BE A MIN. OF V GREATER IN HEIGHT THAN THE OUTSIDE
DIAMETER OF THE PIPE.
WELDED WIRE
6x6-FABRIC . R EQUIVALENT
FABRIC OR EQUIVALENT AREA.
STD. ST-1 STEPS SHALL BE PROVIDED IN ALL MANHOLES DEEPER THAN FOUR
FEET•, 24" MAX. FROM RIM TO FIRST STEP.
SECTION A -A
HOLES IN PRECAST UNITS ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8"
TAPER UNIT MAY BE EITHER CONCENTRIC
LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE.
OR ECCENTRIC DESIGN AS
SHOWN.
NQIF.S.:
1, FIRE HYDRANT VALVE AND VALVE BOX SHALL BE CONNECTED
TO HYDRANT AND LOCATED IN ACCORDANCE WITH BASE
STANDARDS.
2. HYDRANT SHALL BE VERTICALLY
PLUMB. PUMPER CONNECTION
SHALL FACE 90' TO STREET Ck
UNLESS OTHERWISE SPECIFIED.
3. HYDRANT SHALL BE UL LISTED,
FM APPROVED AND
CLASSIFIED BY AN NRTL.
4, INSTALLATION SHALL BE IN ACCORDANCE
WITH NFPA 24,
7' MAX.
3' MIN.
4.5" SUCTION
2-2 5"
CONNECTION
HOSE
OUTLETS
WHERE NO CURB
IS EXISTING OR
PROPOSED VERIFY
SETBACK WITH
INSPECTOR
BURY LINE 18 "
SHALL BE
AT FINISHED
GRADE
6" MIN.
PIPE DIA.
36" MI .
RESTRAINT
'
CONCRETE
` COLLAR -
SEE DETAIL
-"
TIE ROD
RESTRAINTS -
SEE STRAPPING
DETAIL
-UNDISTURBED
SOIL.
STANDARD FIRE HYDRANT SETTING
N.T.S.
TAPPING SLEEVE
6"MIN.
011
CY
0
3'T
q EXISTING MAIN 0
j<
RETAINER GLANDS D_
EBAA IRON MEGA LUGS, =,
TYLER MJR
OR APPROVED EQUAL
VALVE
TAPPING SLEEVE AND VALVE DETAIL
N.T.S.
DRAINAGE STRUCTURE FOUNDATION SLAB TO BE PLACED ON A BED OF
AGGREGATE BASE STONE. WHERE NECESSARY FOR STABILIZATION STONE SHALL
BE A MIN. OF SIX INCHES (6' DEEP,
6" IN
POST
FINISHED
GRADE
6" GATE
VALVE -.
6 FIRE LINE
TO BUILDING
P.I.V. {POST INDICATOR
VALVE ASSEMBLY
NOT TO SCALE
BEVEL .SLOT DETAIL
(PERMITTED FOR MY
FORM REMOVAL)
NO 0
A CLUE
1"
6"
97-
1.,0„ 20,0"
I # I
L.
SECTION A -A
EXISTING GRADE ---A-
3 ROCK DAM, 12" MIN. OF NCDOT 2'
�1 #5 OR #57 WASHED STONE
SEDIMENT , o , p °
FORE BAY 1 Qom,°
f ELEV.=301.50
#4 BARS
24" LONG
Q
EACH SIDE
-3:
Li
LL
0
T
OO
z
a.
(2) #4 BARS
w
24" LONG
EACH SIDE
3/8" X 2"
TAPCON CONCRETE
SCREWS AT 9"
PLAN
CENTERS (TYP.)
3'-0„
6„ 2,-0„
6„
6"X6" W2.8X2.8 W.W.F.
1 /4"X28" WIDE
GALVANIZED STEEL
SECTION
PLATE WITH NO -SLIP
TEXTURED SURFACE.
CONCRETE FLUME WISTEEL
PLATE COVER
N.T.S.
PIPE
DIMENSIONS
CLASS A3
I D
SLOPE
CONCRETE
L
H
CUBIC YARDS
6"
3:1
5'-3"
1 '-3"
0.35
NOTES:
1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL ROOF DRAIN
OUTLETS.
2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE,
MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412.
3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
SMALL DIAMETER PIPE END WALL
NOT TO SCALE
Q
LV.=JUL. _J 302 43 1.5" RAINFALL WSE,
1 301.96 1" RAINFALL WSEY
MULCH--, /
810-RETENTION BASIN #'I SECTION
N.T.S. Q
��— EXISTING GRADE--�-- �— 5
EMERGENCY SPILLWA
ELEV.=303.00
5
3 ROCK DAM, 12" MIN. OF NCDOT 2' 1
11 #5 OR #57 WASHED STONE FELEV.=302.80
02.85 1.5" RAINFALL WSE
00
SEDIMENT 3
FORE BAY 1r� 1 3D2.57- 1" RAINFALL WSE.
N.T.S. ° MULCH
ELEV.=302.25 ^n o
BIO-RETENTION BASIN #2 SECTION
-FINISH GRAD�E{/.
Nf 7
6" C.I. PIPE
6" 45' PVC ELBOW
(TYP.)
6" DIA. PVC PIPE
(TYP.)
PLAN
VARIES
ALUMINUM DOWNSPOUT SHOE
TRANSITIJNAL COUPLING
-- 6" DIA. PVC PIPE
v vtn• i Vv s tc L.0 'tJ r-VtJ LLDUVV
{TYP.) (TYP.}
PROFILE
TYPICAL ROOF DRAIN DETAIL
N.T.S.
MINIMUM 24" PLUS
PIPE DIA. MAX. 7
SHEETING SHEETING \�
(IF REQUIRED) (IF REQUIRED) \
COMPACTED SELECT
MATERIAL PIPE COVER
i
i y N 12 MIN.
N
z z ♦ \\
i
DIA./2
y iI OIR. 44
MIN.
COMPACTED GRANULATED MATERIAL
(GRAVEL -MAX SIZE 3/4")
NOTES:
1. SELECT MATERIAL PIPE COVER SHALL BE 12" (MINIMUM)
DEEP OVER TOP OF PIPE.
2. SELECT MATERIAL PIPE COVER SHALL NOT BE USED FOR
DUCTILE IRON SEWER PIPE.
STANDARD PIPE TRENCH WIDTH
N.T.S.
COUNTERSUNK PLUG
15" SQUARE CONC.
SLAB 6" THICK
6 1/8" BEND (C.I.)
6"x6" WYE (C.I.)
6" PLUG OMIT
PLUG WHERE
SEWER JOINS
HOUSE CONNECTION
STORM DRAIN CLEANOUT
-- N.T.S.
DRAWINGS ARE AT 112 SCALE
WHEN PRINTED ON 11x17
BRASS
COUNTERSUNK
SCREW PLUG
"x6" 45' PVC WYE
(TYP.)
DIA. PVC PIPE
(TYP.)
6" DIA. PVC PIPE
(TYP.)
NOTE:
SEE PLANS FOR ACTUAL PIPE SIZES AND
INVERTS.
METAL TRAFFIC BEARING CAP
WITH BRASS COUNTERSUNK
SCREW PLUG
STANDARD PVC CAP
AND PVC PLUG
'TIC SCREW
G (MPT)
I
CAST IRON
BODY -TYPICAL
k
BRASS
PLASTIC SCREW
COUNTERSUNK
SCREW PLUG
PLUG (MPT)
FINISHED
CAST IRON
GRADE
BODY -TYPICAL
FINISHED GRADE
f
'
PAVEMCONCCRE71E
%\j
-
". . .•._- �2n
FACTORY
\\'/�\�\�� PLASTIC FEMALE
APPLIED III
EPDXY -TYPICAL RUBBER 6"
ADAPTER
GASKfT
I
i
I I. CLEANOUTS TO BE INSTALLED EVERY
100' AND AT EVERY 90' BEND OR AS
SPECIFIED BY LATEST PLUMBING
CODES.
_--_
2'x4' MARKER I
- I
AT END OF
2• TRAFFIC BEARING CAPS REQUIRED IN
LATERAL
I TRAFFIC AREAS,
I
I
CLEANOUT TO
I 3• PLASTIC SCREW PLUG SHOULD 6E
SURFACE I
I
I FLUSH WITH FINISHED GRADE.
`�
4• PIPING BEYOND CLEANOUT TO BE
`�
PVC-WINGNUT PLUGS
INSTALLED PER LATEST PLUMBING
CODES.
FLAW
__ _-----------
I
t
LATERAL
I TEE-WYE I DOWN GRADE
I I TO EXISTING
LATERAL 3 (SWEEP) I MAIN / MANHOLE
#57 STONE BEDDING REQUIRED TO TOP OF PIPE (PVC). -
CLEANOUT DRAIN DETAIL
N.T.S.
W-
� N� "Nt
N
LLJmi N
aw
o )
- V
Lj
h
CE
M
¢ a
Z
a�
o
of
rn
w
r-
Dn
h
Uw
M
�z
T_
x T_
W
z
Dn
rn
N
■
r
r
00
N
N
Y..
r
n
r
m
U)
3
:2
(n
M
U
z
0
W
z
d
a
W
(n
(n
N
W
ca
o
J
=
a
H
Wuj
Z
G
LL
-_
a
W
0
DC
W
Z
Q
a
°
4
—
N
�L AA CARp�
032260
��A i rGO%3'
Q
V)
0
Ln
W
LL'
Z
M
V
H
z
UAIt:
NUVtMtJLK LU11
SCALE:
AS SHOWN
DESIGN:
JJS
DRAWN: MJB
CHECK:
HGD
CHECK: HGD
JOB NO.:
PR48857
PN NO.: 74422
SHEET
09 OF 15
AMC NO.: 991318

M
a
00
N
r
Q
LLJ
a
¢z
Q
z
Lv
m
a.
O
LLJ
E3
Li
i�
a
v
0
n
Lo
00
a0
IL
u `\`
rL ASPHALT SIDEWALK . �° 61
- FO f- FO FO
a
r � �
T XUP 8 520 90829
OHE T HE
T
O, O / T
1
CN
h 00(o
k O h
llb
' X
/ tz
J
k / p,
� o
X c k
FIRE HYDRANT
IS NOT INSTALLED
ONLY CONNECTION EXISTS
X
c� 0!
•ce�0 � G4�&.
- k
1-3
dD
A �
V40-k
GRAS'� x �� `1 ✓ I O� , �J f `Ly " -�' (0"Box TYP. h 1 /(� ° S. S. .�L� l I I303 0 SASPHALT 51DEWALK p�' S° O�a ^�ti ASPHALT S CEWAL + /�o4� �5ASPHALT SIDE ALK-PFO FO F FOFO� 0 FQ FO T FO F 0 FOPAINTED PINK LINE k F;FER OPTIC VAULT \ / y / / / �� �yI�ER OPTIC / 5
GRASSI
�O2 GRASS tK O k X m O k
O�.
T X T - T- T k T UP 82549.90746 O`3 OF
OH OHE E 0 EO OHE 0HEk OH OHE �� OHE E OHE—OHE T OHE OHE ONE OHE —OHE-OHE-
OH T T T T T T 5 .T p�
T k T �E�6= T T T T T X T T T O
T T
T PAINTED GRANGE INE5 5/ \ O\ �- -� GRASS r X a_ 304
— T �• l
lb
Off. r- tx-
� -� k TREE 22" \1l Q TREE DRIP TR E 26"
^� �00`- q��L °r,• 1 TREE 8" TREE 26" l GRASS LINE (TVP.) �o° GRASS ko
�tK / k� GRASS`S o L / 5
GRASS 30 \ \ ?I TREE 10 / / \
°ix
r, nj 1 h' X Off' 04
O� LJ k TREE 24" �k� TREE /0"
+ 00
5 w 'lb -1v
{/ x k TREE DRIP LINE / O�� k TREE 32" 257
\ / a
�O :`I _ 1.07 p�� / "I� � -� O�� THE 24"
X � L X / � X
C = .24 °` / GRASS \
°rL /.._�E�24" T 4y /�/� n T EE 30"
x j 1 GRASS I 'T 1V1�1 1. b(O k1 �° �_�
1 y < ,° °�' k 305 p�
TREE J24"
�w -T EE 4"
r \ TREE 24" TREE S" _z �O /
C.6
3
�4 _ Off- r TRH 28"
GRASS -� a- k 5 wj.
00. 1 _ �- -- �- -306 � k k °� + O \ 2 �T E 4"k GRASS/
O �'� rod' Oro• �� 307 x . X 10 \ k 1 0 / `l
00 �a 5p0 E 4" / O1
�k/ � k } ' o \ 306 / ^�
�O OrO S0 r k
�j �• X C 5�. \ k O k X n0 TRI E O OHOgk�Oo10�ON /°0� O�4�O°00� qus�f
4� k O '- .__� 'O
5.D h 0`�` / k A X O O ��ro0� \ k p O504jy� k k �j• o� \ ro. // kO o
O O� ,;g�SB �<6O 0 `� 3 O' / Di /
'S 5 O ^� O� 3� O \ \ I hEF 4" LEAN
F F Q RIM=305.47 - ° o
�o \ TREE 1�0" /
INV(Nw)-299.87 GRASS / X k
O 1 CP ` � INV 5W-299.87
� °o '� o°°o I / I /
T E 4" h' O ( )- TF�EF 4
O O ° ^] O ^� _ G
o° © o`' o��°�h ��^�°o� °/ 00 °�� G RAS S °° h ° �b' o'� O�� �
S O ° Gip ^3p Of0' TREE 1 8" TREE 20'"
eQi
F�e; F Q F
D CD
D`1FREE 10"
fit. �� RIM= 304.94 O {o ��� 30ro O �3� psi .�' hD TREE CaA9 E TLEtx
/ TREE 2-
O o ° o ° FREE-10"�
INv(NW)=301.54 O
0 ° tK' ^� o o \ 0- ^a° l TREE. CRAP MYRTLE
INV SE=301.52 G O' k
( } ASP ALT �� Op k / �O1 /�-- TREE CRAPE, MYRTLE
!
GIRAS��O TREE CIF AFI�MYRTLE TREE CRAPE M
v .. TREE CRAPE MYRTLE \ '
I k TREE CRAPE MYRTLE
\1° '1k TREE CRAPE M /lb
Up Oj ST M H OA • yY� ��C y°� pq) O� STMH
o ° RIM=307.37 / ` k
N� T E 4 QyG�o Il °O `O 1NV(NE)=299.42 �D a �°
k RIM=308.09
�C o� o per' INv(NW)=297.96
1NV(SW}=303 52 k ONC. k k X°� INV(SW)=297.94
°� �b � 1:CP 1,PE30LLA D LIGHTS sce 43
_ .73
�� RIM 304
SW =301.69 10
� �„30 !NV(SE)=301.65 � -' � �'S "�,.'. • :- `� •,y '3• , � < _ "a. "s , 'S '� .. "�
o�
,+3� �o / �� `''* BUSHES AND SMALL SHRUi;S
p
vi FAQ o P P P P P P/ ASPHALT
© O PAINTED RED LINE - y`
m
w O ro-a
Ln
N 30B o^�°.. cn
Oo. ee
kOrO
0
h
°��
ASPHALT Q
V fV
Il�lr[ii
�TfE44 V,
GRASS
4" �o
DI
RIM=30 .81
INV=392.73
GRASS
15
A
QIN
ASPHALT
]NP
Cam' .
tK
O�
,bS°c
°e
lb
e
e
50�
/
MULTI LEVEL BRICK
YOUTH CENTER
#4-1431
°.
_0
SAM H roT
RIM=307.94.
INV(15"SW)=290.0 .^:
INV(15"N)=289.79
INV(2"SE)=291.29
INV(2}5W) 94 3 .06 "p �`b�0 l°gam
Q k
20' 0 20' 40' 60'
SCALE 1 "= 20'
W
LJ't N
�N I
j�
W
0_..
zo,n
m�
�
z2
o-
c3
O �
o I
Wrn
w �
a
o w
o
X =
p �
Z
w
co
Ln
rn
N
a.
a
W
a
�
0
�f.
a
T
�
z
tW
V
W
Z
(j
m
z
ao
0
O
oci
j
v
U
Z
W
w
oo
z
a.
0
J
w
=
V
0
�
W
N
w
IL
LJN I - IVVVr-MDLr% LV 1 1
SCALE: 1 "=20'
DESIGN: HGD
DRAWN: MJB
CHECK: HGD
CHECK: HGD
JOB NO.: PR48857
PN NO.: 74422
SHEET 14 OF 15
AMC NO.: 991318

T
E
J;
VO
i
J
EN`DON
` BED 3a
Ad GRASS SWAL.E
ONIM M 305
306
Xj
Poo
A_
�Q _ E Imp. = 0.14 Ac.
A — 0.21 Ac. To Cell #1'a : x�
A — 0.16 Ac. o Imp. = .10 Ac•
-� C=0.40 t'
Imp. = 0.15 Ac. Z N To Cell #2
p
To Cell #1M C=0.53 24i7 CHILD DEV oPMENT HOM A = 0.3 Ac.
: O 1-STORY BUILDING " o
C=0.87 n Imp. = 0.11 Ac. LM
�o
Sub Area
To Grass Swale
j{
C=0.41
.. } 306
305
I
1 i
r, L ��
�Iti'r"
1
ji
.
�
r
Ij
i
i
„ - T ,cf`v"i i
'
1E
1
ti
� E
1Y
I
E
✓.1 ASS -
i
mil, - -- ---- - ----!
{
j
nr�
,
E
1 t'
r
v
"
I
'r
-
-4
r_ f-
I
I
k. J
� n
1
l
n li
t
�
I
i
t
•
,
4�
✓r
Or, ;
20' 0
20' 40' 60,
l
DRAWINGS ARE AT 112 SCALE
WHEN PRINTED ON 11x17
SCALE 1 "= 20'
W
Ld d N
�� rn
N
aw
Uj
U=n
LO
Ld
co
W
'¢ ¢
p- t
U0
>
CA
>Ln
a �
D�
riw
¢w
oz
Cro
X 2
0�
z
L,
M
N
W
Q
W
W
IM
>�
o
a
=
W
E—
Z
Q
W
Z
2
z
t'(
CL
J
oC
O
0
M
J
Q
ZF-
W
0
p
o
z
LL
o
�
w
=
V
o
�
N
0
a.
ell,
CAId
t L r'•
• 032260
UH It: IVUVr-MC3Ln LV I 1
SCALE: 1 "-20'
DESIGN: HGD
DRAWN: MJB
CHECK: HGD
CHECK: HGD
JOB NO.: PR48857
PN NO.: 74422
SHEET 15 OF 15
AMC NO.: 991318