SW7060714_APPROVED PLANS_20061121

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

Profile:
Proposed Sanitary Sewer Connection SCALE: I" = 4 'VH
1
_ _
PROP MH ;1
n a ��
PROP MH �2
SEWER CQ
16
Executive Br_
SEWER MANHOLE PROPOSED ROAD PR
15.50
��
3
ABOVE SSE}
1 4
I
I
TC
PROP. GRADEt
14
12
~'ROAD NST
45 LF - 8" SS 0 0.75%
t APPROX. 20 LF - 8" SS I
12
BY OTHERS
I :
{ PROPOSED DITCH
PROFILE EXIST GRADE# r
(SERVICE FOR UNIT "H"= INV 9.5t)
TO WITHIN 5' OF "LDG.
I i
5EE 51TE PLAN FOR ORIENT.
SEE SITE PLAN FOR ORIENT.
_
PROP. STORMDRAIN PROP. STORMDRAIN I I
! I
10
III
10
I�I
PROP 6" WATER
v FIRE LINE
8
I
III
I
9.7Q
i I
8
I
_
III
90'i ANGLEIN SEWER 0 MH�
T
I I
6
6
8" SS STUBOUT BY
OTHERS (INV. 7.1 f)
SEE SITE PLAN FOR ORIENT.
I
4
I
I I
I
-267- $" SS 0 0.5%
I I
I 2.45
2
Typ. X-section BB (Rip -Rapped Channel)
1.1 SIDE SLOPES PROTECTED
W/ FILTER FABRIC UNDER
RIP --RAP MATERIAL
- - - - r -EXIST GRADEzk - - -
�
FLAreoTTOM WIDTH - 8'
PROP GRADE
��. (SEE DETAIL) 16"
RIP -RAP MATERIAL-'
CL 2 (9-23"*)
FILTER FABRIC UNDER
RIP -RAP MATERIAL
SUBGRADE
Section
12" MIN. DEPTH
ALL LOCATIONS
8
Typical X-section AA (Cone. Outlet Weir)
PROPOSED RIP -RAP TO ELEVATION
13.50 (MIN. 18" ABOVE WEIR) -N
TOP CUR" i3.00 EXIST GRADE (14.0�) _
�r-------- - - - - - - - - - - - - - - - - - - 6- -
WIDTH FC-FC - 8'F51.Op \
/ OVERFLOW ELEV. = 12.00-1 / \ \
12" CURB
EXIST GRADE OR
COMPACTED FILL
8" THICK
NOTES:
1.) CONCRETE TO BE 3000 PSI MINIMUM (28 DAYS)
2_) CONCRETE REINFORCEMENT TO BE 6X6X6 WWF
3.) ALL CONCRETE TO BE DONE IN ONE CONTINUOUS
POUR - NO JOINTS
4.) WEIR FLAT SURFACE SHALL BE LEVEL, AT THE
ELEVATION SPECIFIED.
Detail: Orifice (4")
(RESTRICTED OUTLET)
6" PVC SCREW TYPE TEMP POOL
Plan, Concrete Weir PLUG (FOR CLEANOUT) (ELEV 5.85)
8'
I TOP OF RIP -RAP
LINED CHANNEL 8„
(SEE SECTION DWG) T
BATEMAN & SONS LOT 7 (ADJ) TOP OF RIP- P
30' PERMANENT EASEMENT l 5' 3'
HORI
20' DRAINAGE EASEMENT - r
TOP OF BANKS �� r
1 i �
!NV ELEV 11.5 ��---• --� __..-- ---
END 4"± ORIFICE
� ELEV 10.50
PROPOSED FLOWLINE
EXIST DITCH (9.7t) RIP -RAP CHANNEL
(SEE SECTION ABOVE) 12" WIDE X 8" DEEP
LEDGE TO PREVENT
PROPOSED 4" SCH. 80 UNDERMINING OF STRUCT.
PVC PIPE
RIP -RAP LINED CHANNEL (APPROX. 30' LONG)
(SEE TYPICAL X-SECTION BB)
s<i UJI
END CURB 0 ELEV. 10.50 "S" PVC TEE
TEMP POOL
;. " I (ELEV 3.60)
B WIDE C R8 (12 TALL) I O ....
i U 6" PVC PIPE 72" MIN,
4" SCH 80 PVC PIPE
I 6" CAP W/ 4" HOLE
w DRILLED
15' ON 3.1 SLOPE "TEMPORARY POOL"
Z. TOP = 12.00 (OVERFLOW)
BOTTOM = 10.50 (4" ORIFICE)
CONC WEIR TC: ELEV 13.00
OVERFLOW. ELEV 12.00 - - - _ EXIST GRADE (14_5i) - - - - -
END CURB
ELEV, 10.50 �\ y
''- 12" MIN.
PERMANENT POOL-T
�Ope 30" MIN. DEPTH = 6.0' 6.
:7
12" ELEV. 7.00 5�0aE BOTTOM ELEV
4.50
CONCRETE OUTLET WEIR PIPE SUPPORT - SCH. 80
(SEE TYPICAL X-SECTION AA) INSTALL INTO CONC. FOOTING
8" WIDE FOOTING
X-Section: (Thru South Exist Ditch /Outlet Structure /Proposed Detention Pond)
Typical X-Section (South
Property Line 1 Prop.
Detention Pond)
(Not to Scale)
30' PERMANENT EASE ENT
20' DRAINAGE
EASEMENT
t
t-BATEMAN LOT 7
& SONS
(ADJ) 10
�, I-�---
LIMITS OF WET DETENTION POND
SHADED AREA DENOTES "TEMP POOL"
TOP = 12.00 (OVERFLOW)
(60' RAW)
;
SEE POND DETAIL FOR SLOPES
BOTTOM = 10.50 (4" ORIFICE)
o:T _ 10'f
(POND MAINT)
EXIST: GROUND_-
-------------------------------
------,15---_
10 SHELF
�'
�fNor
EXIST DITCH
3:1
6' PERM. POOL
Wet Detention Pond Data:
Drainage
Basin Ac.
Design
Impervious %
SAIDA
Factor
Calc. Water Surface
Area Required Ac.
Water Surface Area
Provided (Ac.)
Top Perm.
Pool Elev.
Overflow
Elev.
Storage Volume Req'd.
from 1" Rainfall CF
Storage Volume
Provided CF
Discharge Pipe
Orifice Size
11.7
50%
2.7%
11.7 (2.71100)= 0.32
0.66
10.50
12.00
11.7 (43560) (0.08') = 42,469 CF
47,039 CF
4" Sch. 80 PVC
4"
n Based on 6' Perm. Pool depth without Vegetative Filter
"Main Pond"
SLOPEEXIST GRADEr
WIDTHHIGH WATER (OVERFLOW) = 12.00
TOP OF PERMANENT POOL 10.131
SPECIAL PLANTINI
SEE
r r
HELF
•"
NOTE "A"(SPECIAL PLANTING ON 10' SHELF:
THE 10' WIDE SHELF SHALL BE PLANTED WITH A COMBINATION OF AT LEAST 5 OF THE FOLLOWING SPECIES:
AN EMERGENT TYPE WETLAND PLANT SUITABLE FOR PERMANENT SHALLOW WATER, SUCH AS "SWEET FLAG,
SAWGRASS, COPPER IRIS, ARROW ARUM, PICKERELWEED, LIZARD TAIL, DUCK POTATO, SULLTONGUE, SOFTSTEM
BULRUSH, BUR -REED, OR WATER MILLET".
THE OPTIMUM PLANTING TIME FOR THESE PLANTS, ON THE 10' SHELF IS APRIL 1 - JULY 15.
THE PLANTS SHOULD BE FERTILIZED WITH A SLOW RELEASE FERTILIZER SUCH AS "AGSAFE(R) AQUATIC -TABS,
20-15-5. PROVIDING A 90 DAY CONTINUOUS FEEDING.
THE CONTAINER GROWN PLANTS SHOULD BE PLANTED ON 2' CENTERS. THE PLANT SPECIES LISTED ABOVE
CAN BE OBTAINED FROM COASTAL PLAIN CONSERVATION NURSERY, INC, LOCATED IN EDENTON, NC (PH
252- 482- 5707)
MARSH TYPE VEGETATION
(CAT -TAILS -TRANSPLANTS)
(ON TOP OF BERM)
----------------
_.1`411;C1V ` 4.50 'V
15' BOTTOM OF POND 15'
VAR. LENGTH (SEE PLAN)
EARTH BERM W/ 5'zL WIDE TOP
(TOP OF BERM 0 ELEV. 9.50)
Detail: Typical X-section Of Bank
Detention Pond Details
"Forebay"
AREA OF FOREBAY DESIGNED FOR
SEDIMENT ACCUMULATION (CLEANOUT
PER O&M AGREEMENT)
--------------- --- --- EXIST GRADE (13.5--14.0-+)
4. 1 SLOPE
_...... ...... ...... .,. ... ... �Ir=Low -
a FLOW
x _;K K 3
\- 6.50
VAR. (SEE PLAN) 9'
X-section - "Forebay " Area
SPECIAL PLANTING
- SEE NOTE "A"-
- 10' SHELF-
(10:1 SLOPE)
INVERT® POND
FOREBAY 10,50
25't LENGTH OF RIP -RAP
PLACE ON SIDE SLOPES TO
ELEV 12.5 (OVERFLOW)
(SEE SITE PLAN)
WDOWELL & ASSOCIATES, P.A.
ENGINEERS -
SURVEYORS
P. O. BOX 391
1715 WEEKSOLLE
RD.
ELIZABETH CITY,
NORTH CAROLINA
(252) .338-4161
FAX [phone]
PROJ NO:
E1685
DATE: 06-30-06
DESIGNED:
DAB
SCALE: AS NOTED
DRAWN:
DAB
APPROVED: WPM
4 2006 BRENNAN ASSOCIATES, INC.
♦ BREN NAN ASSOCIATES
Urban Design • Architecture • interiors
Post Office Box 50007
Columbia, South Carolina 29250
Phone: [phone]
Facsimile: [phone]
♦ COMPANY SEALS
%"11 11IF1
00
arr4
$S�t9 � �*
,I$ Ili4l�l�i
r i t2�j o�
NO MCDOWELL & ASSOCIATES, P.A.
ENGINEERS - SURVEYORS
P. O. BOX 391
1715 WEEKSVILLE RD.
ELIZA13ETH CITY, NORTH CAROLINA
[phone] FAX [phone]
♦ PROJECT TITLE
ALBEMARLE
DISTRICT JAIL
EIIZABECH CITY
NORTH CAROLINA
♦ PROJECT NUMBER
05-03-BAI
♦ REVISIONS
Date: Revision:
7-18-06 Revised "Erosion Control Measures"
notes per NC DENR request
11-20-06 Revised Pond Orifice inlet Configuration &
10' Shelt Planting per NC DENR request
♦ DATE
June 30, 2006
BID DOCUMENT
♦ SHEET TITLE
Pond
Details -
Profiles
♦ SHEET NUMBER
ills drawing III an Instrterwnt of service and remains the property of the architect.
It is no to be wed for any wait other than that which it Is drawn without lkbflk.
The drawings and gwWkadons A&B nat be shown, used or disclosed to any
pemon, firm or corporation for any otber project or addibm to this project except
by agreement In wd ft and appropriate compensation to Brennan Anociales, Inc.
All sets are to be mound to thb office at file completion of the wait
C.opyrWd 2006

Profile:
Proposed Sanitary Sewer Connection SCALE: I" = 4' VH
16
L.
PROP MH �!1
nl4n
PROP MH �2
SEWER CO
16
CAVUUtive Di SEWER MANHOLE PROPOSED ROAD PROP. GR DES FF Elev. w� 5.5
3
14
I ` I
TC PROP. GRADE±
14
I
12
OAD - ' r -- jIr __ -- -
--��_ , r�T^ 45 LF - 8" SS 0 0.75%
! APPROX. 20 LF - 8" S5 I
12
BY OTHERS l :
PROPOSED DITCH
PROFILE EXIST GRADE± ` (SERVICE FOR UNIT "H"- INV 9.5±)
TO WITHIN 5' OF BLDG.
! SEE SITE PLAN FOR ORIENT.
SEE SITE PLAN FOR ORIENT.
PROP. STORMDRAN PROP. STORMDRAIN % I
! I
1
rir
0
j
PROP 6" WATER
I
FIRE LINE
8.42
�-
r
I
r
90'± ANGLE IN SEWER
I I
6
Ei
8" SS STUBOUT BY �
7.1±)
SEE SITE PLAN FOR ORIENT��
_
OTHERS (tNV.
I
!
! I f
267 LF - 8" SS-0 O._5L�. _ -- _ - 115 LF_"_0.5?o - S 1:F -
4
2.45
2
Typ. X-section BB (Rip -Rapped Channel)
1.1 SIDE SLOPES PROTECTED
W/ FILTER FABRIC UNDER
RIP -RAP MATERIAL
�\ ._...__- - - - - - - - - -
EXISTGRADEf- --- - - - - - - - - - -
/\Sy0?
FLATBOTTOM WIDTH - 8'-
PROP GRADE
(SEE DETAIL) 18"
RIP -RAP MATERIAL-j
CL 2 (9-23"±)
FILTER FABRIC UNDER
RIP -RAP MATERIAL
`-UNDISTURBED
SUBGRADE
Section
12" MIN. DEPTH
ALL LOCATIONS
8
Typical X-section AA (Cone. Outlet Weir)
PROPOSED RIP -RAP TO ELEVATION
13.50 (MIN. 18" ABOVE WEIR) --�
TOP CURB - 13.00 EXIST GRADE (14.0±)
- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
// S[Op WIDTH FC-FC - 8'
avERFLOW ELEV. = 12.00 / / // /�/•
12" CURB
EXIST GRADE OR
COMPACTED FILL
8" THICK ----
NOTES:
1.) CONCRETE TO BE 3000 PSI MINIMUM (28 DAYS)
2.) CONCRETE REINFORCEMENT TO BE 6X6X6 WWF
3.) ALL CONCRETE TO BE DONE IN ONE CONTINUOUS
POUR - NO JOINTS
4.) WEIR FLAT SURFACE SHALL BE LEVEL, AT THE
ELEVATION SPECIFIED.
Detail: Orifice (4")
(RESTRICTED OUTLET)
• 6" PVC SCREW TYPE TEMP POOL
Plan, Concrete Weir PLUG (FOR CLEANOUT) (ELEV 5.85)
TOP OF RIP -RAP
LINED CHANNEL 8 r
(SEE SECTION DWG) i
BATEMAN & SONS - -- `--^----- LOT 7 (ADJ) TOP OF RIP- P
1
30' PERMANENT EASEMENT 5' 3'
HORI
20' DRAINAGE EASEMENT ----� 1
TOP OF BANK-+
. r
INV ELEV 11.5 ���-----�-- T-- ---- -
END 4"± ORIFICE
ELEV 10.50
PROPOSED FLOWLINE
EXIST DITCH (9.7±) RIP -RAP CHANNEL
(SEE SECTION ABOVE) 12" WIDE X 8" DEEP
LEDGE TO PREVENT
PROPOSED 4" SCH. 80 UNDERMINING OF STRUCT.
PVC PIPE
RIP -RAP LINED CHANNEL (APPROX. 30' LONG)
(SEE TYPICAL X-SECTION BB)
W
a
m u�1
WIDE
END CURB ® ELEV. 10.50 "6" PVC TEE
TEMP POOL
Z (ELEV 3.60)
(12" TALL) i O
U 6" PVC PIPE 12" MIN
4" SCH 80 PVC PIPE i �Q W
�6" CAP W/ 4" HOLE
DRILLED
"TEMPORARY POOL"
15' ON 3: 1
SLOPE
TOP = 12.00 (OVERFLOW)
BOTTOM = 10.50 (4" ORIFICE)
CONC WEIR TC:
ELEV 13.00
FOVERFLOW: ELEV 12.00
------END
-
- - - - EXIST GRADE
(14.5f) - - - - - -
CURB 0
ELEV. 10.50
'
12" MIN.
3 7
PERMANENT POOL__T
..
30" MIN.
DEPTH = 6.0' 6,
_
3 7
12"
S�O'°E
ELEV. 7.00
BOT OM ELEV
4.50
CONCRETE OUTLET WEIR -
(SEE TYPICAL X-SECTION AA)
- PIPE SUPPORT - SCH. 80 '
INSTALL INTO CONC. FOOTING
-8" WIDE FOOTING
X-Section: (Thru South Exist Ditch /Outlet Structure /Proposed Detention Pond)
Q
0
IL
0
Typical
X-Section (South Property Line
1 Prop. Detention Pond)
Not to Scale)
30' PERMANENT EASEMENT
20'
DRAINAGE EASEMENT !
-�-BATEMAN
& SONS
LOT 7 (ADJ) I SHADED AREA DENOTES "TEMP POOL"
z' -do LIMITS OF WET DETENT10N POND
¢ I TOP = 12.00 (OVERFLOW)
(60' RAW)
�; SEE POND DETAIL FOR SLOPES
BOTTOM = 10.50 (4" ORIFICE)
�i
o " 5'
'L
~,
1
(POND MAINT)
EXIST. GROUND 15
_
�--.----------------------------------
-,-_-----------------_------------
'.
��
14 SHELF _
-EXIST DITCH
3:1
6' PERM. POOL
0 Wet Detention Pond Data:
Drainage
Basin Ac.
Design
Impervious %
SA/DA
Factor
Calc. Water Surface
Area Required Ac.
Water Surface Area
Provided (Ac.)
Top Perm.
Pool Elev.
Overflow
Elev.
Storage Volume Req'd.
from 1" Rainfall CF
Storage Volume
Provided CF
Discharge Pipe
orifice Size
11.7
50%
2.7%
11.7 (2.71100)= 0.32
0.66
10.50
12.00
11.7 (43560) (0.08') = 42,469 CF
47,039 CF
4" Sch. 80 PVC
4"
0 Based on 6' Perm. Pool depth without Vegetative Filter
"Main Pond"
4.1 SLOPE
EXIST GRADE (13.5-14_0±)
HIGH WATER (OVERFLOW) = 12.00
TOP OF PERMANENT POOL = 10.50
10.50 �950 S� OAf
SPECIAL PLANTING
SEE NOTE "A" -
WIDTH VARIES 12'-14'f 10' SHELF --
SLOPE= 10:1
NOTE "A"(SPECIAL PLANTINQ QN 10' SHELF:
THE 10' WIDE SHELF SHALL BE PLANTED WITH A COMBINATION OF AT LEAST 5 OF THE FOLLOWING SPECIES:
AN EMERGENT TYPE WETLAND PLANT SUITABLE FOR PERMANENT SHALLOW WATER, SUCH AS "SWEET FLAG,
SAWGRASS, COPPER IRIS, ARROW ARUM, PICKERELWEED, LIZARD TAIL, DUCK POTATO, BULLTONGUE, SOFTSTEM
BULRUSH, BUR -REED, OR WATER MILLET'.
THE OPTIMUM PLANTING TIME FOR THESE PLANTS, ON THE 10' SHELF IS APRIL 1 --- JULY 15.
THE PLANTS SHOULD BE FERTILIZED WITH A SLOW RELEASE FERTILIZER SUCH AS "AGSAFE(R) AQUATIC -TABS.
20-15-5, PROVIDING A 90 DAY CONTINUOUS FEEDING.
THE CONTAINER GROWN PLANTS SHOULD BE PLANTED ON 2' CENTERS, THE PLANT SPECIES LISTED ABOVE
CAN BE OBTAINED FROM COASTAL PLAIN CONSERVATION NURSERY, INC, LOCATED IN EDENTON, NC (PH
252-482-5707)
MARSH TYPE VEGETATION
(CAT -TAILS -TRANSPLANTS)
(ON TOP OF BERM)
--------.- -- --
4.50
15' BOTTOM OF POND 15'
VAR. LENGTH (SEE PLAN)
EARTH BERM W/ 5'f WIDE TOP
(TOP OF BERM ® ELEV. 9.50)
Detail: Typical X-section of Bank
Detention I ond Details
NMI
Torebay"
AREA OF FOREBAY DESIGNED FOR
SEDIMENT ACCUMULATION (CLEANOUT
PER O&M AGREEMENT)
- - - - EXIST GRADE (13.5-14.Ot
4:1 SLOPE
a FLOW
a FLOW
is 9.50
INVERT® POND
6.50 SPECIAL PLANTING FORESAY= 10.50
SEE NOTE "A"
VAR. (SEE PLAN) 9' 10' SHELF 25'± LENGTH OF RIP -RAP
(10:1 SLOPE) PLACE ON SIDE SLOPES TO
ELEV 12.5 (OVERFLOW)
(SEE SITE PLAN)
X-section - "Forebay " Area
WDOWELL & ASSOCIATES, P.A.
ENGINEERS • SURVEYORS
P. O. BOX 391
1715 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
[phone] FAX [phone]
PROD NO:
E1685
DATE: 06-30-06
DESIGNED:
DAB
SCALE: AS NOTED
DRAWN:
DAB
APPROVED: WPM
♦ BRENNAN ASSOCIATES
Urban Design • Architecture • Interiors
Post Office Box S0007
Columbia, South Carolina 292SO
Phone: [phone]
Facsimile: [phone]
♦ COMPANY SEALS
WDOWELL & ASSOCIATES, P.A.
ENGINEERS SURVEYORS
P. O. BOX 391
1715 WEEKSVILLE RD.
ELIZA13ETH CITY, NORTH CAROLINA
[phone] FAX [phone]
♦ PROJECT TITLE
ALBEMARLE
DISTRICT JAIL
ELIZABETH CITY
NORTH CAROLINA
♦ PROJECT NUMBER
05-03-BAT
♦ REVISIONS
Date: Revision:
7-18-06 Revised "Erosion Control Measures"
notes per NC DENR request
11-20-06 Revised Pond Orifice Inlet Configuration &
10' Shelf Planting per NC DEN request
♦ DATE
June 30, 2006
BID DOCUMENT
♦ SHEET TITLE
Pond
Details -
Profiles
♦ SHEET NUMBER
C1.05
This drawing is an hubum ennt of service and remains the Prop" of the architect.
R is not to be used for am work other than that which it is drawn whhoet liabiiity.
The drawings and spedficadom shall not be shaven, used or d6dosed to any
person, firm or eorporafim for any other project or addition to this project except
by ageemennt in wri ft and appropriate cn npcwatkm to Orem= Assaciat s, Inc.
All seta are to be reh"ued to dds aflke at the completion of the work.
00 2006 BRENNAN ASSOCIATES, INC.
Copyright 2006

EXIST POND
STATE OF NORTH CAROLINA Proposed Wet Detention Pond: (See Detail, Sh C1.05)
I I DB 524, P 344
(DEPT OF CORRECTIONS) (Design for 50% Impery Area on contributing Basin of 11.7 Ac.)
Shaded Area Of Pond Denotes Normal
Water Level (Area 0.66 Ac - Elev. 10.50)
aeo (Overflow Elev. 12.00)
Note: If Pond Is Constructed And Used For Drainage During
I E c Construction All Sediment Must Be Removed From Pond Prior
n I ; r W. B. BATEMAN & SONS
°o I I m EXIST CM
P To It Being Used As A Detention Pond
ro , (INV. 8.9t) DB 619, P 976
i S Ayp EXIST DITCH xj4.72
EXIST DITCH
PROPOSED ACCESS TO LOT 7 (INITIAL):
OWNER OF THE 60' R/W & EXIST GRAVEL ROAD (BATEMAN) HAS AGREED TO LET
CONSTRUCTION TRAFFIC HAULING SELECT FILL FOR THE BLDG PAD (& OTHER HAULING
TRAFFIC) THE USE OF THE EXISTING GRAVEL ROAD, UNTIL A PERMANENT ACCESS
(EXECUTIVE DRIVE SOUTH) CAN BE CONSTRUCTED, AT LEAST TO THE STONE BASE STAGE.
THE OWNER OF LOT 7 AGREES TO REPAIR ANY DAMAGE TO THE EXIST ROADBED
THAT IS CAUSED BY CONSTRUCTION TRAFFIC, AS NOTED ABOVE, AND AFTER THE USE OF
THE ROAD, TO RESTORE IT TO ITS ORIGINAL CONDITION.
STATE OF NORTH CAROLINA THE PROPOSED TEMPORARY CONSTRUCTION ENTRANCE SHALL CONSIST OF A MINIMUM
DB 524, P 344 25' WIDE, COMPACTED SELECT FILL ENTR, W/ 4. OF ABC STONE ON SURFACE. ENTR PIPE
SHALL BE APPROX. 40 LF OF 30" CORR ALUM. METAL PIPE. (THE CONTRACTOR SHALL
(DEPT OF CORRECTIONS) REMOVE PIPE & ENTRANCE/STONE WHEN THIS ACCESS IS NO LONGER NEEDED)
-----------------
W. S. BATEMAN & SONS EXISTING GRAVEL ROADBED SET INV OF PIPE 0 11.0t
DB 619, P 976 - - - - - - - - - (SEE NOTE ABOVE) (SUBMERGED 6"t)
- --I 61 F s9 R s FIELD DITCH A o R.
A
PROPOSED WET DETENTION 1', 30' PERMANENT EASEMENT & MBL
POND DISCHARGE - SEE IFlN GRADE TOP TEMP.
+ N NOTE' ALL DROP INLETS SHALL BE PROTECTED BY SEDIMENT NOTE• DASHED LINE IS APPROX TOP OF BANK (CHANGE ENTR. = 15.0f
EXISTING GRAVEL ROADBED
1 A'
* H' A9 N 01 "04'18" E 947.00'
9
1N5
+ h
*`
DRAINAGE IMPROVEMENTS ON PL TO
BE DONE BY OTHERS (PASQUO CO.)
�I���i \1✓Yk ...L)
";._� F<-iilJk�KViRt3NMEN?AL
.,r , ., �1fv!MISSION
QUALITY
sip*�vm•ar I"f9 �f� i NO Sw. 7()(,074
i
DETAIL, SHEET C1.05 12. 0 TRAPS PER DETAIL SHEET DURING CONSTRUCTION PERIOD. IN SLOPE). CONSTRUCTION LIMITS ARE GENERALLY THE
34 I 9.5 �- -' (CONTRACTOR SHALL REMOVE ONCE SITE IS VEGETATED). ENTIRE SITE, MINUS THE EXISTING DITCH SLOPES NEAR ' Note:
I O
Shen - 10.50 f + PROPERTY LINE. I
9.5 - ' ueab,
3:1 Sly .--. 7 �00� u■nu■gnnnn■ BID,, 29 '��. TYP. .Fence I Sbe ies
�i -' 8.5 •-••-• >t
■•--------- 4.5 •------1 • Foret] y i ' Js ,.�au■n'*gf"p..... S 14.0 25 I
Sheet C1 03 For Site Utilities
+R (Water &Gravity Sewer Lines)
3 :'" . B • 4n.nuw um ' 6
; . -Camera
Lff fall ■n.■■■■u■. ' - 8
� I ■-yunnfunuu p�■nuuumuu`mommem mm�n■ umunmmm moon uu•nuumnnuuu I ` ! I I j : ; Location o CULTIVATED 28
0 I 1 I ' Be +� 3.75 ? W + Y Reserved For Mechanical Equipment ',:� 6se
I
A
u1 : ' / _ _
- _ \ - _--_.._---
i h / / 31 Re MCa cPave- - Electrical /
1 _ __ _ -
F I rn b G / - -_i' 11s - _ 32 18" 15" 12" 1 tr 10" 8" co Generator > 23 1`` `. I +��
. 7
F14
�j- RBlnf. ffe.
- Trench LAaln ' + Meter Reinf Concre \
m - ' • -f- - - 1 +� e
' I � R G_�--- / �m � � o •e :. m e p22 Dum terP
_ 1O' �s y ,v ;,, 8 /Line of Covered S* port
,. - e- -- 0> o e ❑ t I Site Data:
• • SerVjce a
' 115, l DESCRIPTION OF PROPERTY:
' t a - --- ) LOCATION:COMMERCE PARK
3-8
3 3A - - -- - - - _ �� t I • 12&.5 - - SECTION
(LOTU#7)
P
9�i FIELD DITCH _ - - 11.44 - 1 ir-
1 p AREA. 15.00 ACRES
s I i h �..-� 1 s o 9 21 •i•• 3.75 L EXISTING
,�• I I �I/0 1 ION
6" t Kitchen ta.e GD g• •••••••,,��•. I 1 35 I i TERRAIN: ELEVATION 13TOt TO 14.5t, WITH EXISTING FIELD
i I I ,• Fo A ay 1 T 1 ~ '• 1 T 1 j DITCHES ® 250' C-C. DITCHES DRAIN SOUTH.
_ - - - Women s m
' ' I 5 r - 1% m •O• O I I I 2. STREET IMPROVEMENTS FOR ACCESS TO PROPERTY
k •---- 6.5 -- I q I Housing Unit © 1 �/ w - - _ )
y H O 1 ! ( PASQUOTANK COUNTY)
/I c< o ,I _ J _ - i 74 --Is- _� \"H" +ems •'I# i 1 I +I3 1n- UTILITY CONNECTIONS: WATER AND SEWER IMPROVEMENTS
I
9 0.5• 12.0 Shelf ,c -- - - - I "'Housing OUSIng •.� 1 I �� SERVICE CONNECTIONS) ALSO BY PASQUOTANK COUNTY AS
c
- -
u■uununf nuf I I + Umt"A" 4" _ -_ _.. -• 1 - i 1_- - I ----._-. -_- ) NOTED.
I
14 \ Unit "P s ---I . _.
1 6 I �• q _ - t ! PROXIMATE ARE OF DISTURBED GROUND = 14.3 ACRES
,2 I - J :v Proposed Albemarle District Jail 4 a 1 3. AP A S
' TYP. PROP. TEMPORARY RIP -RAP I 3.75 I 1 4,••❑••• rl- - - 1HY - - - 8" p ? - g• - b ,•• I I WITHINALLY, THE PROPERTY.)ENTIRE SITE, LESS EXISTING DITCH SLOPES
1 I FF Elev. 15 50
I FILTER DAM (SEE DETAIL, RSH.IP-RAP
CP04) _ , I w m■I;�m m 1 ! W
W I j 1 = >r •••q••• •� 11 O C L TI VA TE 1 lS 1 I Q
�I 1 I
Future 20 Open o Segregation Housing ,D ,% �, 0 1 'I I' �I ' w N
°� ,4s I o I BedT we Courtyard Unit B _ Unit D N I z °D +Ro
N' N N 1 - I x -- - ___ - --_ _-... I -
Imo- Housing v " " a e
W + HP o r L - - - - - - - A " "--I' ! Q Proposed Storm Drain Descriptions:
Q I 'R • - . 4" 1 0Q 1 d• ° - DROP INLET STORM DRAIN X-DRAIN ASPHALT RD:
• 1 Imo. I ..mn.mn... ........m..u..
0 I 1 I Of I 1 : I _ _ . 4-- c0i Ir = 1 I a m d• f 19 50 LF - 15" PIPE W/ FES
J - - I - m -- 1 2 - I I (RCP OR ALUM STEEL
0 I M CROWN & GRADE - I 1 -_ I d rn CURB INLET )
10 - I I 1 I O n0 of IN 11.75 OUT 11.65
_z I TO DRAIN 1 - I ❑- I Housing Inmate 4•-6 N 1 RIM 14.00 INV. 11.65
F- N T - 1 V' + - _ I oo CONCRETE 00 • ID 0 1 ^ 1 I 120 LF - 18" HOPE PIPE W/
11 I q Und. C Education o 1 ( 1 J i v Q 100 LF - 15" HOPE PIPE 20 FES (IN 10.60) (OUT 10.50)
w I I - '.'. _..-. - _ -.. _. } --�. �_ p I i 14.8 +� 1 I I � I +�J a CURB INLET a YARD INLET
(.■ I : L- 9r + 1$0 o JO ; = i O I SO •3 RIM 14.00 INV. 11.50 21 RIM 13.5E INV. 11.44
i 1 1 t--- -
in T(y 1 Q 92 LF - 15" HOPE PIPE 54 LF - 24" PIPE UNDER RD.
1 I 0)-14.8 I - I_ _. _ _ ____. (RCP OR ALUM STEEL)
j 1 O - ~_1, �' M I Q CURB INLET
I 1 = O. 1 1 _ 3.75 1 RIM 14.05 INV. 11.35 23 YARD INLET
` 1 - _ y4s fl 90 LF - 15" HDPE PIPE RIM 13.5t INV. 11.35
N _ 5 14.5 1 - ` I CURB INLET a 5 L 24" PIPE UNDER RD.
01 ^J - : FUtUre Fa CB BEG. CONC \ a (RCPORALUM (STEEL) E
^ 9 I 1 1 7 5' CON WALK 2 I = RIM 14.05 INV. 11.20
1' 2 FIELD DITCH 0 - CONCRETE 47 Fence WALK ` I
'^ .t>;^� � ^� 131 - 1_3--:_------ -__'_ -- --L- - - __--_--_- - - - -. ___. __-_.._ x12._ -.. -_ _._ __.. -._. --- --,.12•---- �' -- -- - -- - - _. - - -. ` \.. _ _ --.._. ----- -- - YARD INLET
r x£=f _ _. _... -- w■wwfnnuu un _ ... - .. __-. -_- - -- _-- - __.-- _. ____ __ 25 R
1 _ -- ■■u■■amnn nu®■.0 ----� -- ----- - ---- ----=1-- $Q 175 LF - 18" HOPE PIPE INV. 11.27
-. •fort. o
,O STOCKPILE AREA 1yi
-Q_-H(SIGNS��� -----► QQ O ocation1 `! QYARD INLET INSEEI DETAIL) 26 (RCPLOR ALUM STEEL NDER RD.
Camera _1 , 1 ��• DRAINAGE IMPROVEMENTS ON PL TO RIM 13.50 V. 0.95 )+()i~, i I ---- TC(HP)20 -= RAMP 11J,---RAMP - TC(144.20 _--� "� RAMP PHP)arking i _ -,-` , ! Y OTHERS (PASQUO CO.) 10 130 LF - 18" HDPE PIPE Q YARD INLET
J'} I I _______ __L _ ._.-_ S _-_-_ -_... ___ _._-_.-__ _. �_ _._ __ - -__ - 27 RIM 13.5t INV. 10.94
IF NEEDED 6 Cir BE DONE B , _ YARD INLET ' ' 43 S aces
,-- i I - - _ 11 RIM 13.50 INV. 10.75 28 124 LF - 24" PIPE UNDER RD.
Z! 1 �I 1 l 0 1 1= (RCP OR ALUM STEEL)
W I EXISTING FIELD DITCHES TO BE 1 vl 1 i (` i �\ y Visitor Parking �A /� 25' TC 14.a �� Z �� I I 75 LF - 24" HDPE PIPE W
/ YARD INLET
i DEMUCKED AND BACKFILLED W/ 1 ,( �. 1 1 ---- i i ---- Q i Q� AISLE Q TC 14.25 - I 12 FES, & RIP -RAP APPLICATION 29
W SELECT FILL WHEN UNDER ,1-` �1` 1 - 1 , q 26 spaces 1 - RIM 13.5t INV. 10.75
I I TYP - PER DETAIL
I IMPROVEMENTS (SEE DETAIL) 1 - 1 1 I I (SIGN: "ALBEMARLE DISTRICT JAIL" I I a I 6� I O
Q I t TC 14.8 TC 14.8 i I TC 14.30 C
W I 1 i 1 I 1 172' LONG X 16" WIDE X 4'-8" TALL TC 14.30 I I (HP) 1 N z ! X-DRAIN: 54 LF - 24" PIPE '30 FES & RIP3RAP DAPPUCA710N
o a ❑ I 13 W FES RCP OR ALUM STEEL
I (SEE DETAIL ARCH PLANS) 1 (HP) I I 10k20' I Q / ( )
„, rc - (SEE POND DETAILS)
+ 10 I I TYP p p IN 10.60 OUT 10.50
�s Flagpole TYP 20• Fc a
a O (RCP60 FOR ALUMIPE STEEL) ER RD.
W I + 1 1 11.15 I Future Parking � � � � � I DITCH TO FOREBAY OF POND: 31
Z 1 I I 9 CROWN PLANTER 0 10%I a OH 14
Q I j -t I 1 - I I 1 W/ HP O FLAGPOLE OI Of di I m = I (LINE BOTTOM WE RIP -RAP O
� DEPTH BOFT24" VERTICALLY) T YARD INLET
1 1 I I 1 1 'Oi UI UI 3 ¢ I I --___ _ _..- __--_. _. _- 32 RIM 13.5t INV. 10.95
W I 3.75 I -H. t I 4 TC 14.3 I I O 1 U 1 4
I I 0 I - X-DRAIN STAFF PARKING ENTR:
Q_ o CROWN & GRADE 1 1 1 I I 13.5 i o I Q
I a �� 1 \ \ I <CULLTjjA44Q____
i 1 I 1 ---1 15 50 LF - 15" PIPE W/ FES 33 POND OUTLET STRUCTURE
O j TO DRAIN 1 \ I I I- 2- (RCP OR ALUM STEEL) (CONCRETE WEIR)
N ILOT \+ 1------+IN 12.15 OUT 12.05 (SEE DETAIL, SHEET C7.05)
\ A L_-- TtI I I > TC 14.0 --_7 _76 POND OUTLET CHANNEL LINED
\ �` k � � I �_ / ❑ I X-DRAIN STAFF PARKING ENTR-
11.35 I I • f._.i- +. TC TC + 4\ TC 14.0 �� �_ ---�- 50 LF - 15" PIPE W/ FES 34 Wr/ RIP -RAP (APPROX. 30 LF)
_ _ I Lot 6 (RCP OR ALUM STEEL)
-- --- - - - / O B - I (SEE DETAIL, SHEET C7.05)
. \ r �,�-�- ���-- \ --� �-----•� � 15 �..�i - IN 12.00 OUT 11.90
9 i6, I \ `h' 1..., Tom„ -■/ -�� - - e 1nu0mmm nn n■ fin 0 ` 0.20% ' �,n ununnu .n,.0 . _ 1►u nn■Ouu u■, .. ! PASQUOTANK COUNTY
15.00 AC. • ` TC 14.25 X-DRAIN VISITOR PARKING ENTR
I HP \ , , 0.20% I 17 35 20 LF 15" HOPE PIPE w/
D 80 LF - 18" PIPE W/ FES (RC FLARED END SECTIONS FOR
+ I +� \`! MB 1 P 37 ALUM STEEL) GRAVEL ENTRANCE TO WATER
DB 514 P 490
OR TEEL
"CROWN" CIL 11.55 "CROWN" CL 12.25 3 75 I I ' �\ 5, IN 11.75 OUT 11.60 METER (IN 11.3 OUT 11.2)
i ♦ 3.75-------------- 3.75 __________ _________- - I -._- _ 30'L X 10'W ENTRANCE TO BE
+ _ X-DRAIN VISITOR PARKING ENTR
\ O O I 1B _ SURFACED WITH 4" ABC STONE
1 I OR ALUM STEEL)
I �` � + 5 MBL O N 1180 F75 10UT PIPE
FES (RCP
NOTE:
OHANGEA N SLOSHED PE). ISAPPROX,
TIONPLIMFTBANK `1 ` 0.2-7 . _ (►n... unm•ma.■•.•.■n ••••■, ,. a� ��- S SO�MBL 1
I '---------?- - --- - -
L RE GENERALLY THE ENTIRE SITE, MINUS THE - - - - - - - - - - ---- -- - - - -�- �1. $ . - - - -r - - - - - y.l� - - - - - - - - - - - - - - - �- - - I 1
I EASEMENTS AROUND THE PERIMETER OF SITE. t
0 -
+ N o m
20' PERMANENT EASEMENT 1 9 S 1104,18' W 9 5.63'
e IF
W -- � _ --•_.--_- ... ... ... _ ------------- ------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - {� �9 o b - - �'0I 1 �0 1 NO PIPE HP 9 2� FIELD DITCH - + A
•�2 s �--------------- � 90 LF 18" X DRAT ,p o
V) i / Proposed "Executive Dr. South" (22' Asphalt Width) 3.3t
3.I
OZ i / EP-BY OTHERS EP-BY OTHERS
/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------
AL
- - -
ZI I / - �- -- - -- -- -- -- -- -- -- --+ -- -- -- --
+ X-DRAIN UNDE♦�2�.�XECUTIVE DR
1\ 70'R 48R +o +'�, ) Lot 9 F NOTE: GRADE, DRAIN, & PAVE AND DITCHING BYSOTHERS
m I \ Lot 8 i PASQUOTANK COUNTY EXECUTIVE DRIVE OTHERS BE DONE BY GRAPHIC SCALE
PASQUOTANK COUNTY I DB 514, P 490 I 40 0 20 40 e0 ISO
DB 514, P 490 I MB 15, P 37
Legend
MB 15, P 37 General Note (Site Work - Grading - Storm Drainage - Roof Collector Piping): I g ( IN FEET )
I � I +
J EXISTING SPOT ELEVATION
VISITOR PARKING: NUMBER OF INMATES INITIAL CONS I 1. lIICh = 40 $,.
I ( T) - S 1.) PRIOR TO YO F LOC TI A EXCAVATION, THE CONTRACTOR SHALL ASSUME THE THE
ALL BASINS (CURB INLETS &YARD INLETS) SHALL HAVE SEDIMENT TRAPS INSTALLED DURING A2
REQ'D PARK 1 SPACE PER 10 INMATES 248 / 10 = 25 SPACES RESPONSIBILITY OF LOCATIN1!G ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY CROSS THE ENTIRE PERIOD OF CONSTRUCTION -UNTIL NEW VEGETATION PREVENTS THE EROSION OF I ------- ------------
I PROVIDED: 26 SPACES INCLUDING 4 HC SPACES THROUGH THE AREA OF CONSTRUCTION, THAT ARE NOT SHOWN ON THESE PLANS. THE SILT INTO THE STORM SEWER SYSTEM. I EXISTING GROUND CONTOUR
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE ANY EXISTNG UTUTY
Proposed Pavement Legend STAFF PARKING: LARGEST SHIFT WILL NOT EXCEED 21 EMPL DAMAGED DURING CONSTRUCTION. 8.) YARD INLETS: N.C. DOT STD. NO.840.15 W/ 18"X 4" DEEP CONIC. COLLAR ADDED AROUND 14 P Scale:
�1a 1 �� _
p g REQ'D PARKING - 2 SPACES PER 3 EMPLOYEES = 21/3 = 7 (2) = 14 SPACES GRATES, (SLOPE CONC. INTO BASIN-1/2"t) (SEE DETAIL SHEET FOR ADDIT. INFO.) - -- - - - Plot `JL/�..1' e . �O
NOTE: 43 SPACES INCLUDING 2 HC ARE PROVIDED FOR SHIFT CHANGE ACTIVITES 2.) ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF N.C.
(See Typ. X-sections, Sh. C1.04) DEPT. OF TRANSPORTATION SPECIFICATIONS (THE REFERENCE TO DOT SPECS. IS FOR THE PURPOSE TC 14.30
TRANSPORT VEHICLES 4 (THESE WILL PARK IN THE "SALLY PORT" AREA OF JAIL, OF DEFINING THE METHODS OF WORK, MATERIALS, TOLERANCES, JOINT SPAC., ETC - NOT FOR BASIS 9.) SPECIFICATION FOR STORM / ROOF DRAIN PIPE MATERIAL (UNLESS NOTED OTHERWISE) (HP) PROP SPOT GRADE
WHERE THERE ARE A TOTAL OF 5 SPACES OF PAYMENT.) PROP. MATERIAL SHALL BE "HIGH DENSITY POLYETHLENE" W/ CORRUGATED EXTERIOR /
" " SMOOTH INTERIOR CONFORMING TO AASHTO M29 S & M252 S AND ASTM D3350.
Shading Denotes "Light Du Pavement
4() ()
9 9 Duty"
McDOWELL &ASS 3.) WASTING OF EXCESS EXCAVATED MATERIAL: THE COUPLING BANDS SHALL BE GASKETED WITH CLOSED CELL SYNTHETIC EXPANDED RUBBER PROP GRADE CONTOUR � ASSOCIATES, P.A.
(Visitor & Staff Parking) Proposed Parking Summary: 5 ENGINEERS SURVEYORS
AREAS AS DIRECTED BY THE ENGINEER. WATER -TIGHT' BY MANUFACTURER.
THE PROJECT SHALL BE WASTED ONSnE. IN MEETING THE REWIRE- MENTS OF ASTM D7056, GRADE RE42. JOINTS ARE TO BE CLASSED AS 74,
Shading Denotes "Heavy Duty" Pavement ANY WASTE AREA LOCATED OUTSIDE OF THE PROPOSED EROSION CONTROL MEASURES SHALL BE P. 0. BOX 391
(Perimeter Roads &Entrances) Reg. HC SURROUNDED BY A SILT FENCE. ALL WASTE AREAS SHALL BE GRADED, SEEDED, AND MULCHED PER 10.) ROOF DRAIN COLLECTOR PIPING:
"� 1715 WEEKSVILLE RD.
PROP. DRAINAGE DITCH
PROJECT SPECIFICATIONS. STORM DRAIN INVERT ELEVATIONS ARE PROVIDED AT STRUCTURES AND MAJOR PIPES - ROOF ELIZABETH CITY, NORTH CAROLINA
Location DRAIN COLLECTOR PIPING IS TO BE INSTALLED USING THE FOLLOWING MINIMUM SLOPES: W/ FLOW DIRECTION [phone] FAX [phone]
Spaces Spaces 4.) ALL CURB & GUTTERS SHALL BE DOT STD. 846.01 4.) (EXPANSION & CONTRACTION JOINTS PER 4" 0 IX 6"O 0.75%, 8"0 0.5%, 10"0 OAX 12'0 0.3X 15"0 0.3%. PROPOSED STORM DRAIN
HatchingDenotes "Gravel Fire Lane" NC DOT STD. 848.01B) (GENERALLY 90' MAX. FOR EXPANS. - 10' INTERVALS FOR CONTRACT.) W/ FLOW DIRECT.
CONNECTIONS BETWEEN THE VERTICAL DOWNSPOUTS AND THE UNDERGROUND COLLECTOR PIPING TO �
Staff 41 2 ►••••••••••1............I) .......... PROJ NO: El 685 DATE: 06-30-06
„ 5.) ALL CONC. WALKS SHALL BE 4" THICK, 3000 PSI CONC, WITH MIN. 2% CROSS -SLOPE. (EXPANSION & BE NTH MATERIALS (ADAPTERS) AS SPECIFIED BY THE DOWNSPOUT MANUFACTURER.
HatchingDenotes "Reinf. Conc. Pave." CONTRACTON JOINTS PER NC DOT SYD. 848.01B) (GENERALLY 50' MAX. FOR EXPANS- 5' INTERVALS FOR NOTE: PRODUCTS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO BEING PURCHASED. TYP FLARED PROP. DROP INLET
END SECTION DESIGNED: DAB SCALE: AS NOTED
(6 Thick, w/ W1.2xW1.2 Weld. Wire Mesh) Visitors 22 4 coN,RAcnaN, AND O ALL RIGID OBJECTS.)
11.) EXISTING DITCHES / SWALES: ALL EXISTING DITCHES / SWALES THAT CROSS UNDER EITHER - _- � ��- � � --- _ - --
6.) ALL DISTURBED AREAS NOT PAVED ARE TO BE GRADED, SEEDED & MULCHED TO PROVIDE A THE BUILDING OR ANY PAVING SHALL BE DEMUCKED OF ORGANIC MATERIAL (1' MIN.) AND DRAWN: DAB APPROVED: WPM
(Service Area &Sally Port) Totals 63 6 FULLY VIGOROUS
STAND OF GRASS. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO RE -SEED ANY AREAS NOT BACKFILLED WITH CLEAN COMPACTED SAND. 0 PROP. RIP -RAP FILTER DAM © 2006 BRENNAN ASSOCIATES, INC.
♦ BRENNAN ASSOCIATES
Urban Design • Architecture • Interiors
Post Office Box 50007
Columbia, South Carolina 29250
Phone: [phone]
Facsimile: [phone]
♦ COMPANY SEALS
W n.
McDOWELLc& ASSOCIATES, P.A.
Jac II
1715 (252) WEKSVILLE RD.
ELIZAB338-61 FAX (252) 33 TH CITY,
CAROLINA5-9585 I I
♦ PROJECT TITLE
ALBEMARLE
DISTRICT JAIL
ELIZABETH CITY
NORTH CAROLINA
♦ PROJECT NUMBER
05-03-BAI
♦ REVISIONS
♦ DATE
June 30, 2006
BID DOCUMENT
♦ SHEET TITLE
Site Plan
Grading, Drainage
& Erosion Control
♦ SHEET NUMBER
C1.02
Thi. 11rawh,s is an hsWne,t ofaervke ad nsm " the property of the wcMm&
H'n root m 6e red for aq wak abler tt"n Mat whirl, K'n 6aww witlrwt IiabiGly.
The lsB%*V and spedficafiom d"B net be down, used or dnda•ed to my
pawn, Grove «corporation far any other project or addition to this Project except
by ageennent in writing and appropriaM cmrpa,wtion W Braverman As w.iaka, IM.
All we arc to be rewmed W this office at the co npletion of the wok
c•Prigild 2006
r,.

TEMP. GRAVEL CONSTR. ENTR.
TO BE A MIN. OF 20'W X 50'
CZLONG - USE 2"-3' WASHED
�-� STONE AS MAT'L.
- y
1. SEE THE SITE PLAN FOR LOCATION.
2, THE GRAVEL ENTR. PAD SHALL BE INSTALLED AT AN ELEVATION
THAT WILL ACCOMMODATE THE PROPOSED GRADE/ASPHALT.
3. MAINTAIN THE ENTR. TO PREVENT MUD FROM BEING TRACKED ONTO THE EXIST.
ROADWAY. (REMOVE ANY MUD IMMEDIATELY FROM THE EXIST. ROADWAY)
- - -
-- - - - -
(SEE DETAIL)
(1) INSTALL THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE-
(2) BEGIN CONSTRUCTION BUILDING
FABRIC: MAT'L. TO BE NYLON, POLYESTER, PROPYLENE,
OR ETHYLENE, EXTRA STRENGTH (50 LB./LW. INCH
W/ FLOW RATE OF 0.3 GAL./S.F./MINUTE, WITH
UV RAY INHIBITORS.
POSTS 0 6' C-C
FABRIC STAPLED
�1 TO POST
BURY FABRIC EDGE IN 8" DEEP
TRENCH TO PREVENT UNDERCUTTING
(COMPACT TRENCH)
APPROX. 6` BELOW TOP
TOP OF DITCH BANK OF DITCH BANK
(EXIST. OR PROPOSED) 6" (MAX. HEIGHT = 24')
r + r r ♦ + r + + + ♦ + + + + +
+ ++++++N +++++ +
CLASS '8' STONE * +
PROP. GRADE OR
EXIST. DITCH
SECTION
TOP OF DITCH BANK
EXIST: OR PROPOSED
-� CLASS B" STONE
LAYER OF #5 WASHE &&-
STONE @ 8` bEPTHt x 2,1 + +++++++ 2-7
+ + + + + +
+ + + + + + + + + 24"
DRAINAGE FLOW
X .+++.++++++
++++++
PROFILE
NOTE: THE SEDIMENT SHALL BE REMOVED FROM UPSTREAM END
OF THE FILTER DAM WHEN IT ACCUMULATES TO 1/2 THE HEIGHT
OF THE DAM
A
WIRE SCREEN CONC. BLOCK
GRAVEL NFILTER�
A PLAN
z
AS REQ'D WIRE SCREEN
OVERFLOW
DROP INLET
SEDIMENT FILL 4MTH GRATE
TYP. ALL AROUND
sEcrroN - AA
a
00a
aaa0000��
0
0aaenaaoaa
0000or00 0aCL. »A» a' T'L.:
FESOR "B" EROSION1
}
aa CONTROL STONEOMA
aa°a a0aaaPL00°a0�'a
a00aaOa
4 X DIA.-flaaaao
aaO0
QX
(3) INSTALL DITCHING, STORM SEWER SYSTEM & EROSION CONTROL DEVICES (FILTER DAMS)
(4) INSTALL THE WATER do SAN. SEWER EXTENSION.
SYMBOL ON PLANS
THE FILTER DAMS SHALL BE LEFT IN PLACE UNTIL THE GRASS IN
THE DITCH HAS MATURED SUFFICIENTLY TO PROTECT THE BOTTOM
1. SEDIMENT SHALL BE REMOVED AND RESTORED TO IT'S ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2
C� FILTER FABRIC
(5) INSTALL PARKING IMPROV. (ABC STONE BASE Ac ASPHALT SURFACE.
FOR FENCE LOCATIONS
OF THE DITCH FROM ERODING.
DESIGN DEPTH OF TRAP.
2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND
S- SYMBOL ®NOTE: TOP OF STONE SHOULD
(5) MONITOR THE EXIST. EROSION CONTROL ITEMS-REPAIR /OR REPLACE AS NECESSARY.
SEE "SITE PLAN" FOR LOCATION
0OF
REPAIRS MADE AS NEEDED.
J. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABAU7ED
ON PLAN NOT BE HIGHER THAN PIPE INV.
(7) REMOVE RIP -RAP FILTER DAMS ONCE THE VEGETATION IS ESTABLISHED-
PROP. RIP -RAP FILTER DAMS
WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY
STABALIZED.
Temp. Gravel Construction Entr.
Temp. Silt Fence Detail
Rip -rap Filter Dam Detail
Sediment Trap 0 Structure
Rip -rap Detail 0 Flared End Sect
NOT TO SCALE
(NOT TO SCALE)
(NOT TO SCALE)
(NOT TO SCALE)
(NOT TO SCALE)
Erosion Control Measures:
Temporary Seeding:
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
SEED MIXTURE
RATE
OPTIMUM PLANTING
REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS
DABS
AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL RESOURCES
1. RYE (GRAIN)
120 LBS / AC
AND COMMUNITY DEVELOPMENT.
ANNUAL LESPEDEZA (KOBE)
50 LBS / AC
WINTER - EARLY SPRING
2. GERMAN MILLET
40 LBS / AC
SUMMER
SOIL EROSION AND SEDIMENTATION CONTROL
J. RYE (GRAIN)
120 LBS / AC
FALL
MEASURES SHALL BE PROWDED ON ALL AREAS OF THE SITE WHICH ARE
DISTURBED OR GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS
(SEE SCHEDULE BELOW) WITHIN 30 CALENDAR DAYS AFTER COMPLETION
(MULCH 0 RATE OF ZOOD LBS. / AC. STRAW.)
OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE CONTROL MEASURES
SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING CLEARING,
SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH
Permanent Seeding
THE NECESSARY MAINTENANCE UN77L THE DISTURBED LAND I5 STABILIZED.
SEED MIXTURE
RATE
OPTIMUM PLANTING
DATES
COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION
i. KENTUCKY 31 TALL
200 LBS / AC.
MAR MA Y 01
. 15 - MAY
MARAUG.
CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR.
FESCUE
15 - i5
THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A GUIDE TO THE
2. PEARL MILLET
700 LBS / AC.
MAY 01 - OCT. 01
CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL.
3. COMMON BERMUDAGRASS
100 LBS / AC.
MAY 01 - JUNE 30
PROTECTION OF EXISTING STRUCTURES AND FACILITIES FROM SEDIMENTATION
(HULLED)
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE PROTECTED
200 LBS / AC.
OCT. 15 - MAR. 15
SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, NATURAL WATER-
4. FESCUE
WAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS -
EROSION
DETAILS
W. � S �. .. ... � :*...F -�.,..r... ,-..f' 'v' v:". ,"
�+ �} .. .... _. ... .�: }. �.
..
.. y,...:....-;. ,:-a•--.. �, � .-.
.A .. a -, a„3„.._�.�.,�}�.
...; ,. .St:..�;,�p,,.
.��ir.:
�_.'� ...... ..
.: .. �.. � �R�".. .... �_..
q.�.: _..,. n .eh�rEre-k-Rn�r.
�'!.�
aFr�S., i+-._.
yyu,���yy� �y�� �y y,�1t ����,q,�.�„.. �n ,.y _�..P. - ,Y y,� �-,i'
..,,:�'.i..l��to "iVY� .��T n 1.�. �'�.Yn ,L;' a. E. e e y�«a. 'i"Ns .:$`�L•.:_Gm':iCe�, . - • _M�4.. ..£2.i.. �, ",ViEY4'a�:r,F ,.., .-. L.+�.� .'. �.. :.. .AC'. ....">�'.. .Y•i'ri.��. IM'^ ?.. .1. .;��, !_. Y�. �fTM,�'.n �.
FIRE HYDRANT (SEE SPECS.
FOR MODEL NO., THREADS,
STEAMER
& NOZZLE DIAMETERS.
18" DIA. PRECAST
CONN.
HOSECONN.
PR07ECTION RING
16-24`
FINISHED GRADE
STREET
VALVE 80X
X
U
U
O
6" H YDRAN T TEE
ro
4
0)
CONCRETE THRUST
STONE (7 C.F. MIN.)
BLOCK PER DETAIL
3/4" DIA. TIE RODS
r
-
cp
[V
N CONC. THRUST BLOCKING
6" WATER MAIN (SEE 6" GATE VALVE
PLANS FOR LOCATION) „ f_ 2'�I
CLASS B" CONC.
NOTES: PER NC DOT
i.) DO NOT BLOCK HYDRANT DRAIN WITH THRUST BLOCKING 3.) DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
2.) COAT TIE RODS & NUTS WITH EPDXY 4.) ALL JOINTS SHALL BE MECHANICAL JOINTS.
Fire Hydrant Setting Detail
N. T. S.
TYPICAL CLASS "B"
CONC. -�
EILE
SIZE
FITTING
L
H
T
4
TEE
2.0
1.0
1.0
4
45- BEND
1.5
1.0
-
1.0
4
90' BEND
2.0
1.5
1.5
6
TEE
3.0
1.5
1.5
6
45' BEND
2.5
1.5
1.5
6
90' BEND
3.0
2.0
2.0
8
TEE
3.0
2.5
2.0
8
45' BEND
3.0
2.0
1.5
8
90' BEND
4.5
2.5
2.0
10
TEE
4.5
3.0
2.0
10
45' BEND
4.0
2.5
2.0
10
90' BEND
5.0
4.0
2.5
45.0'0"
MAX.
11, A
zL
CL. B CONC.
94?50
'
MIN.
ANC NR DIMENSIONS FOR 22 1/2" BEND SHALL CONFORM TO DIMENSIONS SECT. - A -A
FOR 45- BEND, UNLESS OTHERWISE NOTED.
PLUG ANCHORS - 90'SEND ANCHORS
WATER DETAILS
REQUIREMENTS (ALL MANHOLES):
CHANNELS OF TRIBUTARIES TO BE
1.
MANHOLE SHALL MEET ALL REQUIREMENTS OF
B+
FORMED OUT OF BRICK AND IN A
ASTM C-478-72.
CONTINUOUS CURVE, SURFACED
VATH CEMENT MORTAR.
Z
O-RING JOINT SHALL MEET ALL REQUIREMENTS
OF ASTM C-361. SPIGOT SHALL BE COMPATIBLE
WITH QUINN MACH. FORM & RING OR APPROVED
EQUAL.
3.
CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH
S,
OF 'WOO PSI.
4,
REINFORCING FABRIC SHALL MEET ASTM A-185-72.
24" MH FRAME, COVER, DUST PAN
18' MAX.
5.
BASES SHALL BE EXTENDED MONOLITHIC TYPE.
6.
STANDARD INVERT ELEV OF NO GREATER THAN
eo
OLIVER "SURE STEP" CAST -IN -PLACE
1 IT DIFFERENCE SHOULD BE DESIGN CRITERIA.
I
RUBBER STEP
IF GREATER THAN 2 F7, USE OUTSIDE DROP
a
o
CONNECTION.
q
w
O-RING JOINT ASSTM C-361
7.
CONTRACTOR MUST USE STUBS OF APPROVED
-
PIPE IN AND OUT OF M.N. NOT TO EXCEED WIDTH
I
OF EXTENDED BASE OF M.H.
v~i x
SIKA GUARD
REINFORCING TO MEET ASTM A-185 0.12
,41C
z O
COATING
TAPPERED LIFT HOLES
m
VERTICAL CHANNEL WALLS FORMED OF
CONCRETE WITH TROWELLED FINISH
SHORT PIECE OF PIPE
I
EXTENDED MONOUTHhI .9AS : ,;-
C74 OMPACTED AGGREGATE AGGREGATE SUBBASE
(4- MIN. DEPTH)
INVERT OF SEWER MAIN CARRIED
THRU M.H.
WITH SPLIT PIPE SECTIONS.
Standard
Precast Sewer
Manhole
(NOT TO SCALE)
FINISHED SUBG
FINAL BACKFILL
COMPACT TO
95X STANDARD
PROCTOR
I CAREFULLY AND
12_ MECHANICALLY
INITIAL BACKFILL TAMPED BACKFILL
SAND
SEWER _SAND
PIPE
HAUNCHING
67- STONE
4" BEDDING - PIPE GRADE
I
. �.. - sat
I. lid =r
MIN. SIDE CLEARANCE �" O.D. 6"
MAX
SIDE CLEARANCE [792'_[O.D. 12"k
M07ESL OF PIPE
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL
BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
Z NO ROCKS OR BOULDERS 4" OR LARGER TI BE USED IN INITAL BACKFILL
3. BACKFILL SHALL BE TAMPED IN V LAYERS IN TRAFFIC AREAS, 12"
IN NON -TRAFFIC AREAS.
Trench Bottom Dimensions And Backfill
Requirements For Pvc And Abs Pipe Mat'I
(NOT TO SCALE)
SEWER DETAILS
CORNER RAO.
1-1 \2" (TYP)
RESERVE
LETTERS, BORDER, AND
ARKIN�
NUMBERS ARE GREEN
WHITE BACKGROUND
1S GREEN
MAXIMUM
PENALTY
s�
w 20-37.6 R7-8E
12'
II
Detail 4f Sign
For Reserved Parking For
The Disabled 1 Handicapped
NOTE: THE SIGN DETAILED ABOVE IS REFERRED TO AS 'R7-8E' WHICH IS A COMBINATON
OF THE RESERVED PARKING SIGN & THE PENALTY SIGN.
NOTE. SIGN TO BE INSTALLED SO THE BOTTOM OF SIGN IS 7' FROM THE
FINISHED GRADE, AND TO BE PLACED IN AN AREA WHERE PEDESTRIANS
ARE NOT EXPECTED TO USE.
Y YARD BASINS TO HAVE 18"W X 4"D
TYp CONC. COLLAR SLOPED 0 2X
I E 18) STD. 540.16 HVY. DUTY
BRICK COPING 3'-6" FRAME & GRATE
E I
i I
i I
8 8" 8"
MIN. 3'-0" MIN. 2•_0- MIN.
--- -- MIN. 0
LLLJ� 6' MIN, 6" M
Y
PLAN SECTION X-X SECTION Y- Y
W/COPING REMMOVED
GENERAL NOTES:
--ALL DROP INLETS OVER Y-6" IN DEPTH TO BE PROVIDED -CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS TO BE
WITH STEPS 1'-2"OC. STEPS SHALL BE IN ACCORDANCE USED.
WITH STD. 840.66. -IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF
-CLASS "B" CONCRETE TO BE USED BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00.
-ALL MORTAR JOINTS ARE TO BE 1/2 t 1/8".
-'-FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE
BOTTOM SLAB.
NOTE: USE SAME CONSTRUCTION AS ABOVE FOR THE 'CURB INLETS' -
INSIDE DIMEN. TO BE 3' SPAN X 2'-2"WIDTH W/ 840.03 FRAME, GRATE & HOOD
Detail - Standard Brick Drop Inlet
NC DOT 840.15-C
SEE PLANS FOR WIDTH
SLOPE 0 1/4" PER FOOT
(UNLESS SHOWN OTHERWISE) 1" RAD.(MIN.)
4„ .
- 6..
..
CONC. TO BE 3,000 PSI
t
(28 DAYS) PARKING r
a LOT
4" 8.,
Monolithic Sidewalk W/curb
N. T. S.
CAST
WATERj MARKEDO"WA
rITE'R"
❑ J IS' DIA. PRECAST
CONC. "PROTECTION RING"
III - A. �• _ 4' F
I I -I I`I- - ' .. -. - F .. - � •. ... -III-I I
NOTE: THE VALVE BOX SHALL NOT
TRANSMIT ANY LOAD ONTO THE WATERMAIN
/ VALVE BELOW IT.
BUFFALO PATTERN
TWO PIECE SLIDING
TYPE ADJUSTABLE
VALVE BOX
(5 1/4" SHAFT)
Valve Box Detail
N. T.S.
Building
r
�
4" CL 50 DUCT IRON BYPASS
NOTES: (FOR METER VAULT & RPZ BACKFLOW ASSEMBLY)
-►
ALL PIPING INSIDE VAULT (COVER), THRU THE VAULT WALLS AND
GV
WITHIN 5 FEET OF VAULT (COVER) WALLS TO BE CLASS 50, DUCTILE IRON.
BOLTED SLEEVE
TYPE COUPLING
PRECAST CONCRETE VAULT STRUCTURES TO CONFORM TO LATEST ASTM C-913 SPECS.
FOR PRECAST CONCRETE WATER & WASTEWATER STRUCTURES-
D.I.
CONCRETE COMPRESSIVE STRENGTH TO BE 4000 PSI MINIMUM.
6t
-
SEE SITE PLAN FOR
CL 5D DUCT IRON 4'}
INSIDE VAULT
THE DIMENSIONS SHOWN ARE SUITED TO THE ASSEMBLY THAT IS DRAWN.
D I
LIE 74 EXIST B" WM
GV GV
4" CL 50 DUCT IRON
THE DIMENSIONS OF THE CONCRETE VAULT. AND THE ACCESS OPENING SHALL
-NI
O C
SUIT THE APPLICATION / DIAMETER OF UTILITY.
4" SDR 21 PVC gDAP7ER
o
PROPOSED 3" COMPOUND METER,
SEE SITE PLAN FOR
PRECAST CONC. VAULT
1
INSULATED FIBERGLAS COVER WITH REDUCED PRESSURE ZONE (RPZ) TYPE
-KENT / AMCO" C3000, 6 DIGIT
LOCATION OF VAULT
(SEE NOTES)
DIMENSIONS SUITABLE FOR THE ASSEMBLY BACKFLOW PREVENTER
GLASS LENS ENCODER W/ PlTPAD
SHOWN, HINGED 0 BASE. MANUFACTURED 4" DIA. "WATTS" #9090S&Y (OR EQUAL)
(US GALS)
BY "SAFE-T-COVERS" (OR EQUAL)
Plan View
77777
R00F 1N5UL 3"
ENCODER
ALUM. ACCESS DOOR OF SUITABLE SIZE
TO PERMIT MAINT./REMOVAL OF METER
6 •
SLOPE
-f.
PROP. GRADE (PROVIDE
POSITIVE DRAINAGE AWAY
.:
GV (OS&Y)
FROM VAULT)
4" CL 50 DUCT IRON
.,
D,I,
4' CL 50 DUCT IRON
12"f
2 PIPE SUPPORTS
NON -SHRINK GROUT
BOLTED TO FLOOR
(TYPICAL ALL WALL
PENETRATIONS)
4" GRAVEL
BASEcc
b
12" DEEP SUMP PIT FOR
PORTABLE SUMP PUMP
C��♦If11'1%IOTA■
(PUMP "BY OTHERS")
NOT TO SCALE
Detail: Compound Meter Vault
WALL INSULATION (1.5")
PIPE SUPP(
4" GV (NRS)
SEE SITE PLAN FOR
LOCATION OF ASSEMBLY
12
PROP. GRADE
4" CL 50 DUCT IRON D.I. SDR 21 PVC
4" DOMESTIC WATER TO)
WITHIN 5' OF BL.DG,
NOT TO SCALE
Detail: 4" RPZ Backflow Preventer
(Potable Water Connection)
WATER DETAILS
X-Section;( North Side Of Bldg - Thru Asphalt Road)
NOTE: SEE XSECTION BELOW FOR DIMENSIONS
TYP. PERIMETER FIN. GRADE AND SLOPES ON ROAD, SHOULDER, DITCH, ETC.
(EARTH) ELEV. 14.83t
PROPOSED GRADE POINT
FF ELEV 15.50
1% SLOPE MIN.) DITCH INV
15"
14 -- vz�ver, r -_-____---___- --- ------ - -- -------------- �_ _-----
\.
13
FOOT,�." i i i �.�,� 4 1
t�
12 �.- ✓ yw� "°" ;=A�.��. v v - _ NOTE: SEE XSECTION BELOW
FOR PAVEMENT DESIGN
10 SLOPE "ROUNDING"
(FOR GRASS CUTTING PURPOSES)
** Typical X-section 24' Gravel Fire Road
NOTE: MIN. DEPTH OF DITCH IS 1.5' UNLESS NOTED OTHERWISE.
WHERE GRADES SHOWN INDICATE A DEEPER DITCH (NEAR
X-DRAINS) THE 4:1 FRONTSLOPE SHALL BE MAINTAINED, AND THE
HORIZ. WIDTHS INCREASED AS NEEDED. (I.E.. NO STEEPER SLOPES
THAN 4:1)
* 6' MIN. 6'
I
Z
I;I 3/4'/FT
I EXIST GRADE--�-
1.5'
(OR FLATTER) (OR FLATTER)
SLOPE "ROUNDING" ROOT MAT REMOVAL (STRIPPING)
(FOR GRASS CUTTING PURPOSES) UNDER PAVEMENT PER GEOTECHNICAL
REPORT
12' 12'
GRADE POINT
2% 2%
- --�
,
NOTE: ALL DISTURBED AREAS TO BE FINE
GRADED, SEEDED, & MULCHED PER SPECIF.
* �k
6' 6' MIN.
6"
3/4"/FT w
- -� EXIST GRADE ~
_-------- ---
1.5'
4-1
(OR FLATTER) (OR FLATTER)
Pavement Design:
O 8" AGGREGATE BASE COURSE, SIZE NCDOT TYPE "A"
OSUBGRADE COMPACTED TO 100% DENSITY (ASTM D 698)
LINED WITH GEOTEXTILE GEOFABRIC (MIRAFI 500 X OR EQUAL)
(TO BE PROOF -ROLLED PRIOR TO INSTALL. OF FABRIC)
NOTE: MIN. DEPTH OF DITCH IS 1.5' UNLESS NOTED OTHERWISE. TypICal X-section 24' Asphalt Road
WHERE GRADES SHOWN INDICATE A DEEPER DITCH (NEAR
X-DRAINS) THE 4:1 FRONTSLOPE SHALL BE MAINTAINED, AND THE NOTE: ALL DISTURBED AREAS TO BE FINE
HORIZ. WIDTHS INCREASED AS NEEDED. (I.E., NO STEEPER SLOPES GRADED, SEEDED, & MULCHED PER SPECIF.
THAN 4:1) 12' 12'
im
* 6' MIN. fi' �- 6' * 6' MIN.
I GRADE POINT P B g"
I,a 3/4"/FT f �' 2% 3/4"/FT w
--- ~ EXIST GRADE --------- �- III �� EXIST GRADE
* * ------------- �(OR
-------.5'_1.5'4:1 4:1
(OR FLATTER) (OR FLATTER) (OR FLATTER) LATTER)
D C
SLOPE "ROUNDING" ROOT MAT REMOVAL (STRIPPING)
(FOR GRASS CUTTING PURPOSES) UNDER PAVEMENT PER GEOTECHNICAL
REPORT
MISC. DETAILS
ieavy Duty Pavement Design: QC 8" AGGREGATE BASE COURSE, SIZE NCDOT TYPE
2.0" ASPHALT CONCRETE, NCDOT TYPE S9.5A OD SUBGRADE COMPACTED TO 100% DENSITY (ASTM D 6<
LINED NTH GEOTEXTILE GEOFABRIC (MIRAFI 500 X OR
EQUAL) (TO BE PROOF -ROLLED PRIOR TO INSTALL. OI
3.0" ASPHALT CONCRETE, NCDOT TYPE 1-19.08 FABRIC)
.
.''_
Typ. X-Section (Demuck Exist. Ditch)
SEE SITE PLAN FOR LOCATION
OF EXIST FIELD DITCHES
_ _ _ GTU STRURAL FILL ;
! ,
EXIST FIELD DITCH
DEMUCK DEPTH = 12-18"
REMOVE ALL ORGANIC MAIL.
NOTE:
STRUCTURAL FILL SHALL BE PER THE GEOTECHNICAL STUDY DONE FOR THIS
PROJECT BY G.E.T. SOLUTIONS, INC.
CLEAN TOPSOIL EXCAVATED FROM THE TOPSOIL STRIPPING OPERATION OR THE
EXIST DITCH DEMUCKING, SHALL BE STOCKPILED FOR LATER USE IN LANDSCAPED
(GRASSED) AREAS
Typical
X-section
Parking Areas
NOTE: ALL DISTURBED AREAS TO BE FINE
SEE SITE PLAN FOR
DIMENSIONS ----I
GRADED, SEEDED, & MULCHED PER SPECIF.
A
SEE SITE PLAN FOR LOCATIONS WHERE
2 5
CURBS ARE PROPOSED. IF NO CURB,
1% MIN.
BASE TO EXTEND 6" PAST ASPHALT.
SEE SITE PLAN
STD 2.5' CONC CURB & UTTER
(NCDOT ST'D. 846.01)
p C
ROOT MAT REMOVAL (STRIPPING)
UNDER PAVEMENT PER GEOTECHNICAL
REPORT
Parking = Light Duty Pavement Design:
AO 2.0" ASPHALT CONCRETE, NCDOT TYPE S9.5A
O 8" AGGREGATE BASE COURSE, SIZE NCDOT TYPE "A"
O SUBGRADE COMPACTED TO 100% DENSITY (ASTM D 698)
LINED WITH GEOTEXTILE GEOFABRIC (MIRAFI 500 X OR EQUAL)
(TO BE PROOF -ROLLED PRIOR TO INSTALL. OF FABRIC)
�P
WDOWELL & ASSOCIATES, P.A.
ENGINEERS - SURVEYORS
P. O. 80X 391
1715 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
[phone] FAX [phone]
PROJ NO:
El685
DATE: 06-30-06
DESIGNED:
DAB
SCALE: AS NOTED
DRAWN:
DAB
APPROVED: WPM
♦ BREN NAN ASSOCIATES
Urban Design + Architecture • Interiors
Post Office Box 50007
Columbia, South Carolina 29250
Phone: [phone]
Facsimile: [phone]
♦ COMPANY SEALS
l w:p�oF�ss�oyiy��
� r y
�� A'FNGI•Nti� ��,,�
41�0[0
AID WDOWELL & ASSOCIATES, P.A.
ENGINEERS SURVEYORS
P. O. BOX 391
1715 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
[phone] FAX [phone]
♦ PROJECT TITLE
ALBEMARLE
DISTRICT )AIL
ELIZABETH CITY
NORTH CAROLINA
♦ PROJECT NUMBER
05-03-BAT
♦ REVISIONS
♦ DATE
June 30, 2006
BID DOCUMENT
♦ SHEET TITLE
Details &
Typical
XIiiiiiiiiiiiiiiiiiisectiNons
♦ SHEET NUMBER
■
This drawing is an imtnmmm of service and remain the properly of the archHect
It is not to be used for any work other fim that which it is drawn without liability.
The drawkW and specificadom shall not be drown, used or dMckwed to any
person, firm or corporation for any other' project or addition to the project except
by agreement in writing and appropriate compensaBan to Brennan Associates, Inc.
All sets are to be rewmed to this office at the completion of the work.
© 2006 BRENNAN ASSOCIATES, INC.
Copyright 2W6

... -:�..- -... -- ,.; .-. .. �,�. .r - ._ Y: .. _.. ..., .. . ., .. �r, �& ..='�:�:2 :»•- v '�S` -,,.. .... A:� s:€5r., --. �.%.,__..,.-..w�rraa"�?:.�..,_.::.,..,:�".��"`�:�.�T�,��a:S�Z"}�km:::...e._.: .. :'S4W4Ks' �
Profile: Proposed Sanitary Sewer Connection SCALE. 1" = 4 'VH
PROP MH #1 IPROP MH #2 FaWER CO
16 - _ _ Rua = 14,7± - - L - RIM = 14.7* 131►�_�_x � 16
Exec -Dr . .. .. 1�ROPOSED ROAD --PROP. GRADEf F� fleV. - �FJ..7O
t SEWER MANHOLE ABOVE SS)
IARAAA
14 I I I I TC PROP. GRADEt 14
12 __--_ -_-_T - _-. -�-__-_�J I 45 LF 8 SS ®0.75% I APPROX. 20 IF
8" SS I 1 2
ROAD CONST _._... _. - - - --- - - - ---- --- - PROFILE EXIST GRADE± , , (SERVICE FOR UNIT H-= INV 9.5f) TO WITHIN 5LDG.
BY OTHERS I I I VPROP05ED DITCH SEE SITE PLAN FOR ORIENTSEE SITE PLAN RIENT
is }
PROP. STORMDRAIN PROP, STORMDRAIN u 1 I I I
10 III 10
II PROP 6 WATER
.......... _ - - - -- - - - --I r } - _ BEG. $" SS - (FIRE LINE_ L_ -.. - - - ------ - ------
I _ a 2 I i 9, 70 8
I
II
T i j I 8.42 I I
+ T I
I
'f IN SEWER � MH
I I I �.-.. 90 AN SE � I �
6 - - S" SS STUBOUT BY -- ---SEE SITE PLAN FOR ORIENT.) ..-- .. - _ - _ !! 6
OTHERS- (INV. 7.1 f) - - - _ - -- I
I
I I I I
4 - - - -- -- -- - III _._.. -- - 67- LF 57 SS 0. 0.5? _ _... - - _ 115_ LF. - $"_® o.59e_ _ 95 i F - 8" SS 0 0,75 ---� - - -- 4.
Typical X-Section (South Property Line / Prop. Detention Pond)
(Not to Scale)
30' PERMANENT EASEMENT
20' DRAINAGE EASEMENT !
+-- BATEMAN l LOT 7 (ADJ) z;- LIMITS OF WET DETENTION POND SHADED AREA DENOTES "TEMP POOL"
& SONS I Q� I TOP = 12.00 (OVERFLOW)
(60' R/W) m; SEE POND DETAIL FOR SLOPES BOTTOM = 10.50 (4" ORIFICE)
0'(POND MA15'
l
EXIST. GROUND
15
4,1 1 C SHELF..ru . .. . ........
_... _
EXIST DITCH ,, /j, /� ,� ,� ./
6' PERM. POOL
.. - ... .. .. .....:.. .r.-M -.. ... ., , ..,:.... u::: +".P+-. .N RL+t xy0.. `€sf m:f, ", W' a9 . SRwew,.w- ra N ,4'.. - �Ix - •_.:fir.. - T!..
:..«,.: . ... . m , r ... M.. �- �. _... � �:.... .._. � �. -:e<:a +�.k"'.c"X',.-]"':.- 'l, A 1 .'T. _'-0'�5'Y` R.' �".: - ., �i'- 'iny, 'm`J-�, kM � $v=�'-.-�'4�., .. F�H`,.-�.Y�°` .. , �. ':i X"✓''"L'�' � 4iP.t�%`�.. 4=": --.-x.:.xv. "�.' R . :it r :: .. k. i t. w.,: 5..s.,, 2 .
rt.t, ,3.,.. !._ .. :. .� .- 53. �- Y. T -.. .? 9.5., .. :S": r- ^YTi�e'r :: �"d*" 5'r,. @fib'. `�.": -�':. e �":'�7�n^5e 5 - � - '°CSC .tom r ��,wk,,C` _ m �' ?! ..:e�p1a. .�`. e. .. v�'a.:.. ,. e, �...c x.. � .. _. �.... v.. ,. - .:tom..-
r. ...� -. s �. ._ � ,. ,,. :. .., "'� a '� .,: a� � _., r�.. �',..*., a°'7i .v. '�" �5 �'^` _:a ,.. .a� ;�`'^:a'�;...r.,.,._� �y�.s.G. °':�-.s""�',"R``i�'S:, .,�,.,.�,..�„�':".��'°�.".,.�;^�'e,"".:f','?�*"°....��"P?�"r�"M�.r.,.K;'�°"�';.'rv".�:.. h"�.a„m...m�.. .,��,��`r s'nn'. ... s .,.;^�%� ....... ._. ,�6?°'�._+,S�.t`..,,. w....�, ..,.�, `".0 �"'.K.� _ �.,�: � a.,�',;�°�,�'�u?;`
:gx � �ro ,-. �- ..r,�..�,. ",�"G¢k .a.+*�'Lito-�a_�, 9"?'cs�?�.'.:"�'_ta.�:�,-,��'�..K�E..,�r?.n.":�,A��o-_ � �,..�L,.s>;�3 �,..t.�,�-vae�..a.:'.,:: m�.,�. � _,�:{A,,,;sa!!;xa. ,:�`�.�re:�.,:r,�ar�w:�... ,u.r ..:.. ..,. .
� �'"�,¢st,�u��,sx�',�,:�.�r.s?t�»:�bb�&«�n"�a^�kz .��.�<.��`�i�£� ..,:..;���? .ry,"'�a. "�� �; �t:r. �,rr. .. ,
Typ. X-section BB (Rip -Rapped Channel)
1:1 SIDE SLOPES PROTECTED
W/ FILTER FABRIC UNDER
RIP -RAP MATERIAL
-------------------------------------------
\ 3 7 EXIST GRADE* �
/AA%iA SC 5l-Op / ` aAA/
�v. OPE 3:1 "V/i�.
FLATBOTTOM WIDTH = 8' v
v /,v /�
v� xxAy
PROP GRADE \.
/ 78"
(SEE DETAIL)
RIP -RAP MATERIAL) _ 12" MIN. DEPTH
CL 2 (9-23"f) UNDISTURBED ALL LOCATIONS
SUBGRADE
FILTER FABRIC UNDER
RIP -RAP MATERIAL Section
Typical X-section AA (Cone, outlet Weir)
PROPOSED RIP -RAP TO ELEVATION
13.50 (MIN. 18- ABOVE WEIR)
TOP CURB 13.00
EXIST GRADE (14.0f)
�--/-
`//. S7. WIDTH FC--FC = 8'
/vA v Fo
VERFLOW ELEV. = 12.00
12" CURB
EXIST RADEFOCOMPACL
// // 8" THICK VA/vA
NOTES:
1.) CONCRETE TO BE 3000 PSI MINIMUM (26 DAYS)
2.) CONCRETE REINFORCEMENT TO BE 6X6X6 WWF
3.) ALL CONCRETE TO BE DONE IN ONE CONTINUOUS
POUR - NO JOINTS
4.) WEIR FLAT SURFACE SHALL BE LEVEL, AT THE
ELEVATION SPECIFIED.
Detail: Orifice (41
Plan;
Concrete Weir
(RESTRICTED OUTLET)
Y FITTING 4"
END CURB 0 ELEV. 10.50
$'•�
4" THREADED CAP
I r-
8" WIDE CURB
1
I
(12" TALL)
U
p
4' "Y" (FOR CLEANOU T)
8
a
W�.I 0
{
18' MIN.
3 I w b
4" SCH
80 PVC PIPE
I (T,i V)
I
I
Q
TOP OF RIP -RAP
SHORT PC. 4" PIPE
LINED CHANNEL 8
(SEE SECTION DWG)
BATEMAN &SONS LOT 7 (ADJ) .'T TOP OF RIP- P
l
30' PERMANENT EASEMENT - -- 5' 3,-
HORIZ
20' DRAINAGE EASEMENT l
TOP OF BANKt - -- -��
I _
i
!NV ELEV 17.5 A----------
ttt
END 4"f ORIFICE ® I
ELEV 10.50
- - 1 - - - - PROPOSED FLOWLINE
9.7f EXIST DITCH _�
( ) � RIP -RAP CHANNEL
(SEE SECTION ABOVE) 12" WIDE X 8" DEEP
LEDGE TO PREVENT
PROPOSED 4" SCH. 80 UNDERMINING OF STRUCT.
PVC PIPE
RIP ---RAP LINED CHANNEL (APPROX. 30' LONG)
(SEE TYPICAL X-SECTION 88)
"TEMPORARY POOL"
TOP = 12.00 (OVERFLOW)
15' ON 3: 1 SLOPE BOTTOM = 10.50 (4" ORIFICE)
CONC WEIR TC: ELEV 13.00
A 4.5t
OVERFLOW: ELEV 12.00 EXIST GR DE 1
END CURB
E V. 1 .5 LE 0 _
18" MIN.
3, r PERMANENT POOL
S�OpE 24" MIN. DEPTH = 6.0' 6'
BOTTOM ELEV
ELEV. 7.00
= 4.50
- CONCRETE OUTLET WEIR PIPINSTALL LL INTO CONCSUPPORT - CF0077N��rj
(SEE TYPICAL X-SECTION AA)
8" WIDE FOOTING
X-Section: (Thru South Exist Ditch / Outlet Structure / Proposed Detention Pond)
Wet Detention Pond Data:
Drainage
Basin Ac,
Design
Impervious %
SAIDA
Factor
Calc. Water Surface
Area Required Ac.
Water Surface Area
Provided (Ac.)
Top Perm.
Pool Elev.
Overflow
Elev.
Storage Volume Req'd.
from 1" Rainfall CF
Storage Volume
Provided CF
Discharge Pipe
Orifice Size
11.7
50%
2.7%
11.7 (2.7/100)= 0.32
0.66
10.50
12.00
11.7 (43560) (0.08') = 42,469 CF
47,039 CF
4" Sch. 80 PVC
4"
Based on 6' Perm. Pool depth without Vegetative Filter
"Main Pond"
4: 1 SLOPE
EXIST GRADE (-14 _ ------------ - - ----
HIGH WATER (OVERFLOW) 12.00
' %i✓�`�T` TOP OF PERMANENT POOL - 10.50
10.50 9.50 yam'%���• S4OA711
MARSH TYPE VEGETATION
(CAT -TAILS -TRANSPLANTS)
(ON TOP OF BERM)
OPT /J`!/ 4,
� FLOW SL
SLOPE= 10.14.50
WIDTH VARIES 12'-14'f 10' SHELF 15' BOTTOM OF POND 15'
VAR. LENGTH (SEE PLAN)
EARTH BERM W/ 5'f WIDE TOP
(TOP OF BERM 0 ELEV. 9.50)
Detail: Typical X-section Of Bank
Detention Pond Details
Torebay"
AREA OF FOREBAY DESIGNED FOR
SEDIMENT ACCUMULATION (CLEANOUT
PER O&M AGREEMENT)
EXIST GRADE (13.5-14.0f
4: 1 SLOPE
w -.... ... FLOW
a FLOW l ty `.cf<_-f�:���
X � : I s7_�
v ex x 3f 9.50
�- 8.50
VAR. (SEE PLAN) 9'
X-section - "Forebay " Area
INVERT® POND
FOREBA Y= 10.50
(10:1 SLOPE)
- 10' SHELF 25'f LENGTH OF RIP -RAP
PLACE ON SIDE SLOPES TO
ELEV 12.5 (OVERFLOW)
(SEE SITE PLAN)
WDOWELL & ASSOCIATES, P.A.
ENGINEERS •
SURVEYORS
P. O. BOX 391
1715 WEEKSALLE
RD.
ELIZABETH CITY,
NORTH CAROLINA
[phone]
FAX [phone]
PROD NO:
E1685
DATE: 06-30-06
DESIGNED:
DAB
SCALE: AS NOTED
DRAWN:
DAB
APPROVED: WPM
02006 BRENNAN ASSOCIATES, INC.
♦ BREN NAN ASSOCIATES
Urban Design • Architecture • Interiors
Post Office Box 50007
Columbia, South Carolina 29250
Phone: [phone]
Facsimile: [phone]
♦ COMPANY SEALS
OQ=•�Ess)o�iy•�
�f rtrss
�
IP WDOWELL & ASSOCIATES, P.A. I1 [ r,. 1
P. O. BOX 391
1715 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
[phone] FAX [phone]
♦ PROJECT TITLE
ALBEMARLE
DISTRICT JAIL
ELIZABETH CITY
NORTH CAROLINA
♦ PROJECT NUMBER
05 03-
BA t
♦ REVISIONS
♦ DATE
June 30, 2006
BID DOCUMENT
♦ SHEET TITLE
Pond
Details -
Profiles
♦ SHEET NUMBER
C1.05
This drawing is an irr inmment of service and remains the property of the architect,
It is not to be used for any work other than that which it is drawn without liability.
The drawings and specifications shall not be dxnva, wed or d6ck"ed to any
person, firm or corporation for any other project or addition to this Project except
by agreement in writing and appropriate comperwt dion to Brannan Associates, Inc.
All sets are to be retwned to this office at the completion of the work.
CopyrigM 2006