SW8090815_APPROVED PLANS_20120517

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 ; oS 1 S
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
'10a U l:) I l
YYYYMMDD

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EM" Kimand
Kim
Suite 500
4500 Main Street
Virginia Beach, Virginia 23462
QC 2012 Kimley—Horn and Associates, Inc.
Associates, Inc.
Tel: [phone]
Fax: [phone]
PRE -DEVELOPED DRAINAGE AREAS
HEROES MANOR
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
APRIL 19, 2012
75 0 75 150 300
GRAPHIC SCALE

EM"
Ki
and
Suite 500
4500 Main Street
Virginia Beach, Virginia 23462
QC 2012 Kimley—Horn and Associates, Inc.
mley-Horn
Associates, Inc.
Tel: [phone]
Fax: [phone]
POST -DEVELOPED DRAINAGE AREAS
HEROES MANOR
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
May 10, 2012
75 0 75 150 300
GRAPHIC SCALE

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SHEET NUMBER
(IN FEET) CS105
name:

MATCH LINE - SEE SHEET CS103
101
102
D
105
KEY MAP
N.T.S.
SITE PLAN NOTES
PHASE 1
LEASE LINE
104
107
1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS501 FOR
ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS300 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER
PAN. SEE DETAIL SHEET CS502.
r`
0 5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND
VARY IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH
U DUPLEX TYPE.
I j 6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
W BUILDING TYPES, SEE SHEET CS100.
U) 7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
W DETAIL ON SHEET CS502, RESIDENTIAL DRIVEWAY
W CONNECTION.
1 8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
W CHARLES F. RIGGS AND ASSOCIATES, INC., AUGUST 4,
Z 2011. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
J
= 9. FOR PRIVACY FENCE DETAILS SEE SHEET CS502.
1­- 10. WETLANDS PRESENT IN THE AREA SHALL BE
Q PROTECTED. AREAS THAT ARE NOT TO BE DISTURBED
SHALL BE CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND
LOCATION OF UNDERGROUND UTILITIES, REFER TO
SHEETS CS101 THROUGH CS107.
12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - DETAILS, DESIGN AND
INSTALLATIONS BY OTHERS.
LEGEND
n
CHAIN LINK FENCE
PRIVACY FENCE
EXISTING TREE LINE
CLEARING LIMITS
PROPERTY LINE AND RIGHT-OF-WAY
SETBACK LINE
30" CURB AND GUTTER
CONCRETE SIDEWALK
HANDICAP RAMP
EXISTING WETLANDS
SIGN
LIGHT POLE
EXISTING TREE
GRAPHIC SCALE
0 20 40 80
(IN FEET)
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SCALE (H): 1" = 40'
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DESIGNED BY:
DRAWN BY: JAR
OC BY -.—DATE:
DATE:
SHEET NUMBER
CS106

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N.T.S.
SITE PLAN NOTES
1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS501 FOR
ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS300 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER
PAN. SEE DETAIL SHEET CS502.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND
VARY IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH
DUPLEX TYPE.
6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS502, RESIDENTIAL DRIVEWAY
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
CHARLES F. RIGGS AND ASSOCIATES, INC., AUGUST 4,
2011. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9. FOR PRIVACY FENCE DETAILS SEE SHEET CS502.
10. WETLANDS PRESENT IN THE AREA SHALL BE
PROTECTED. AREAS THAT ARE NOT TO BE DISTURBED
SHALL BE CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND
LOCATION OF UNDERGROUND UTILITIES, REFER TO
SHEETS CS101 THROUGH CS107.
12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - DETAILS, DESIGN AND
INSTALLATIONS BY OTHERS.
LEGEND
c.�
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0 0
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m
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F
a
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SIGN
>
w
LIGHT POLE
EXISTING TREE
SCALE (H): 1" = 40°
SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
DATE: 04/03/2012
GRAPHIC SCALE KHA PROJECT NO.:
0 20 40 80 116319003
SHEET NUMBER
(IN FEET) CS )f O7
name:

6'-0" MIN. 6'-0" MIN.
- r -I
11
ury rr� va1a 1.1 3_
3'-6" MIN. SEE THE SITEWORK SPECIFICATIONS FOR
GATE OR THE SIZE, TYPE, AND GAUGE OF MATERIALS
CORNER POSTS
4 TIMES POST DIA. THAT WILL BE USED FOR CONSTRUCTION
OF A CHAIN LINK FENCE.
N.T.S.
1
2500 PSI PC
CONCRETE (TYP.)
243
R/W
0
2.0%
20.0'
5.0'
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3
0.5' FROM SIDEWALK
o
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_ 2.0% I 2.0%
RIGHT-OF-WAY
Type - 3
55' ROW / 34' Street
Two -Way with Parking on Both Sides
(Cates Way)
R/W
203
L
2.0%
20.0'
).5' FROM SIDEWALK
TO RIGHT-OF-WAY
* NOTE:
SEE PLANS FOR PROPOSED SIDEWALK
LOCATIONS - NOT ALWAYS ON BOTH
SIDES OF THE ROAD.
R/W R/W
p ae r,e
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0 de o 0 O da a 0 I o
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28.0'
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L
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w
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( All Other Streets)
WHITE BROKEN LANE LINE 4.72'
,ICI ill
21'
YELLOW TWO WAY BARRIER LINES 4•
4' i0
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WHITE STOP BARS
24I�
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4"
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YELLOW OR WHITE EDGE LINE 4'
5'
--112'i--
TURN ARROWS
ROADWAY PAVEMENT MARKINGS
* NOTE:
SEE PLANS FOR PROPOSED SIDEWALK
LOCATIONS - NOT ALWAYS ON BOTH
SIDES OF THE ROAD.
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DATE: 04 2012
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DRAWN BY: JAR
OC BY: DATE:
DATE: 04/03/2012
KHA PROJECT NO.:
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SHEET NUMBER
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GRADING AND CONSTRUCTION NOTES:
ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER
UNLESS OTHERWISE NOTED.
2. THE PRESENCE OF GROUNDWATER SHOULD BE
ANTICIPATED ON THIS PROJECT. CONTRACTOR SHALL
INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM.
3. TOPOGRAPHIC SURVEY PREPARED BY CHARLES F. RIGGS
& ASSOCIATES AND IS BASED ON NAVD 1988 DATUM.
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GRADING AND CONSTRUCTION NOTES:
1. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER
UNLESS OTHERWISE NOTED.
2. THE PRESENCE OF GROUNDWATER SHOULD BE
ANTICIPATED ON THIS PROJECT. CONTRACTOR SHALL
INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM.
3. TOPOGRAPHIC SURVEY PREPARED BY CHARLES F. RIGGS
& ASSOCIATES AND IS BASED ON NAVD 1988 DATUM.
GRAPHIC SCALE
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DATE: 04/03/2012
KHA PROJECT NO.:
116319003
SHEET NUMBER
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N.T.S.
GRADING AND CONSTRUCTION NOTES:
1. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS
OPTION.
2. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP).
3. ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
4. IF ANY EXISTING STRUCTURES TO REMAIN ARE
DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE THE EXISTING STRUCTURE, AS NECESSARY, TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
6. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL
BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING AND COVERS. MANHOLES IN UNPAVED
AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS
SHALL BE LABELED "STORM SEWER".
7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
8. STORM SEWER PIPES AS SHOWN ON THE PLAN VIEW
ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE. INVERT ELEVATIONS ARE ESTABLISHED
BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
END WALLS WILL BE MEASURED TO THE JOINT.
CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
PER THE PLAN.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH
UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT.
EROSION AND SEDIMENT
CONTROL NOTES:
1. ALL CURB INLETS AND CATCH BASINS SHALL BE PROTECTED MATH
STANDARD NCDOT INLET PROTECTION DURING CONSTRUCTION. (SEE
DETAILS, SHEETS CE-501 AND CE-502)
2. ALL STORM SEWER OUTFALL END SECTIONS AND END WALLS SHALL
BE PROTECTED WITH STANDARD RIPRAP OUTFALL APRON DURING
CONSTRUCTION. (SEE DETAIL, SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
ADEQUATE PLANT COVER.
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS
THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC.
EXISTING UTILITIES:
H
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ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION
ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER
OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG
PHONE: [phone]). THE LOCATION OF WATER, z°
SANITARY SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS SCALE (H): 1' . 4O'
PROVIDED BY MARINE CORP BASE CAMP LEJEUNE PUBLIC
WORKS. PHONE: [phone] EXT. 270 SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
G DATE: 04 012
GRAPHIC SCALE KHA PROJECT NO.:
0 20 40 80 116319003
SHEET NUMBER
(IN FEET) CD 101

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III GRADING AND CONSTRUCTION NOTES:
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m OPTION.
2. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP).
3. ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
4. IF ANY EXISTING STRUCTURES TO REMAIN ARE
DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE THE EXISTING STRUCTURE, AS NECESSARY,
TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
6. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL
BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING AND COVERS. MANHOLES IN UNPAVED
AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS
SHALL BE LABELED "STORM SEWER".
7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
8, STORM SEWER PIPES AS SHOWN ON THE PLAN VIEW
ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE. INVERT ELEVATIONS ARE ESTABLISHED
BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
END WALLS WILL BE MEASURED TO THE JOINT.
CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
PER THE PLAN.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH
UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
o INVERT OUT.
8 EROSION AND SEDIMENT
F- CONTROL NOTES:
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"?LU 2. ALL STORM SEWER OUTFALL END SECTIONS AND END WALLS SHALL
BE PROTECTED WITH STANDARD RIPRAP OUTFALL APRON DURING
w CONSTRUCTION. (SEE DETAIL, SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
1: ADEQUATE PLANT COVER.
1-- 4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS
< THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC.
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION
ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER
OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG
PHONE: [phone]). THE LOCATION OF WATER,
SANITARY SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS
PROVIDED BY MARINE CORP BASE CAMP LEJEUNE PUBLIC
WORKS. PHONE: [phone] EXT. 270
GRAPHIC SCALE
0 20 40 80
(IN FEET)
u
XA
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po -PNIC .1 �
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w
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SCALE (H): 1 = 40'
SCALE (V): NONE
DESIGNED BY.
DRAWN BY: JAR
OC BY., —DATE:
DATE: 04/03/2012
KHA PROJECT NO.:
116319=
SHEET NUMBER
CD102

—2a
MATCH LINE - SEE SHEET CD106
MATCH LINE - SEE SHEET CD102
105
106 j u 107
KEY MAP
N.T.S.
GRADING AND CONSTRUCTION NOTES:
1. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS
OPTION.
2. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP).
3. ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
4.
IF ANY EXISTING STRUCTURES TO REMAIN ARE
DAMAGED DURING CONSTRUCTION IT SHALL BE THE
v
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE THE EXISTING STRUCTURE, AS NECESSARY, TO
p
RETURN IT TO EXISTING CONDITIONS OR BETTER.
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UJ
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Z
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J
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CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
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Q
AND CONTINUOUS GRADE.
B.
STORM SEWER PIPES AS SHOWN ON THE PLAN VIEW
ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE. INVERT ELEVATIONS ARE ESTABLISHED
BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
END WALLS WILL BE MEASURED TO THE JOINT.
CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
PER THE PLAN.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH
UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT.
EROSION AND SEDIMENT
CONTROL NOTES:
1. ALL CURB INLETS AND CATCH BASINS SHALL BE PROTECTED NTH
STANDARD NCDOT INLET PROTECTION DURING CONSTRUCTION. (SEE
DETAILS, SHEETS CE-501 AND CE-502)
2. ALL STORM SEWER OUTFALL END SECTIONS AND END WALLS SHALL
BE PROTECTED WITH STANDARD RIPRAP OUTFALL APRON DURING
CONSTRUCTION. (SEE DETAIL, SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
ADEQUATE PLANT COVER.
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS
THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC.
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION
ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER
OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG
PHONE: [phone]). THE LOCATION OF WATER,
SANITARY SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS
PROVIDED BY MARINE CORP BASE CAMP LEJEUNE PUBLIC
WORKS. PHONE: [phone] EXT. 270
GRAPHIC SCALE
0 20 40 80
(IN FEET)
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DESIGNED BY:
DRAWN BY: JAR
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DATE: 04/03/2012
SHEET NUMBER
CD 103

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GRADING AND
CONSTRUCTION NOTES:
C)
W
1. PRECAST STRUCTURES
MAY BE USED AT CONTRACTORS
w
W
OPTION.
a
2. STORM PIPE SHALL
BE CLASS III REINFORCED CONCRETE
QI
PIPE (RCP).
U
3.
ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
4.
IF ANY EXISTING STRUCTURES TO REMAIN ARE
DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE THE EXISTING STRUCTURE, AS NECESSARY, TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
5.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
6.
WATERTIGHT.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL
r `
V
BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING AND COVERS. MANHOLES IN UNPAVED
AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS
SHALL BE LABELED "STORM SEWER".
7.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
8.
STORM SEWER PIPES AS SHOWN ON THE PLAN VIEW
ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE. INVERT ELEVATIONS ARE ESTABLISHED
BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
END WALLS WILL BE MEASURED TO THE JOINT.
��
CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
���`��Q�NCAR0Ci��
MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
PER THE PLAN.
_ I
9.
ALL STORM STRUCTURES SHALL HAVE A SMOOTH
c�,3(►0
UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT.
�D;
EROSION AND SEDIMENT
CONTROL NOTES:
aIII
III
III
1. ALL CURB INLETS AND CATCH BASINS SHALL BE PROTECTED WITH
STANDARD NCDOT INLET PROTECTION DURING CONSTRUCTION. (SEE
DETAILS, SHEETS CE-501 AND CE-502)
a
o
2. ALL STORM SEWER OUTFALL END SECTIONS AND END WALLS SHALL
BE PROTECTED WITH STANDARD RIPRAP OUTFALL APRON DURING
CONSTRUCTION. (SEE DETAIL, SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
ADEQUATE PLANT COVER.
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS
THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC.
cn
o
v>
w
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION
ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER
OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG
Z6
PHONE: [phone]). THE LOCATION OF WATER,
SANITARY SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS
PROVIDED BY MARINE CORP BASE CAMP LEJEUNE PUBLIC
SCALE (H): 1° - 40•
WORKS. PHONE: [phone] EXT. 270
SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
DATE: 04 03 2
GRAPHIC SCALE
0 20 40 80
KHA PROJECT NO.:
116319003
SHEET NUMBER
(IN FEET)
CD 104

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/
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i 441 / �s i� ��24 / < < %/ / U 1. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS ti
22 /` Q OPTION. Q�
2. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE
I�
rn p C47 MH \ , / PIPE
rj INV IT, 15.45 X
P' p STA: 18+62.31 \ X U
INV OUT: 15.45 �
a T G \. / RIM: 25.72 \ \ I 3. ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
o Q INV IN: : 14. I REMOVE ALL SILT AND DEBRIS.
INV OUT: 14.25 / r
RIM: 20.00 � � � ` � `I /
N INV OUT: 16.15 J • / -' RIM Paso / I v 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE
INV IN: 15.23 /
I INV IN: 15.23 DAMAGED DURING
� INV OUT: 15.23 „ y 222 I CONSTRUCTION IT SHALL BE THE
CCONTRACTOR'SESPONS BILITY TO REPAIR AND/OR
-- 307 of 19" RCP � o.3ox - - - _- =y° � $ , I REPLACE THE EXISTING STRUCTURE, AS NECESSARY, TO
Z 26 g8 0 / ® )j /� I I ,• RETURN IT TO EXISTING CONDITIONS OR BETTER.
r
+68 �C4 Mo `� �, ��'� 1' /� / tip a 1 I 5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
h� \ �� lli / °F� / \ \ \ \ 9;, \ q° l: i WATERTIGHT.
��� N' / / o°j� /" \ �/ I, 1 6. A TOR SEWER MANHOLES IN PAVED AREAS SHALL
cv L M L L S E REA
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\ \ J BEARING RING AND COVERS. MANHOLES IN UNPAVED
\ \, C52 CB °' \ 0 / /, AREAS SHALL BE 6 ABOVE FINISH GRADE. LIDS
A STA: 16+53.66
\ \ RIM: 24.72 / \ ,/ /� SHALL BE LABELED "STORM SEWER".
\ INV IN: 14.96 C4B CB ZONE 2 LIMIT OF
\ k43 INV OUT: 14.96 �/ STA: 16+53.66 223 RIPARIAN BUFFER 7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
/ RIM: 24.72 /f PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
® INV IN: 14.87
o R� / i� /_ AND CONTINUOUS GRADE.
�� �99INV IN: ��INV OUT487
ZONE 1 LIMIT OF-
ti,- - / 8. R PIPES AS SHOWN ON THE PLAN VIEW
\ RIPARIAN BUFFER
X SRORMEAEUE DM E CENTERLINE OF EACH
STRUCTURE.RE INVERT ELEVATIONS ARE ESTABLISHED
26 " ?t� ' ' / = BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
%, END WALLS WILL BE MEASURED TO THE JOINT. �Oir<uuuuq
/ CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
AC R L I
t. /� . / ` \ a rya" ti %/ ✓ : TOP of BANK / / MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
22 ^ PER THE PLAN.
r -, 9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH
R 20 Q
U ",11r�
IM: / , / UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INV �4 9 GINS
L L 72
IN: 15.97 �
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/ , - �ip� ���%%
EROSION AND SEDIMENT
r
® / /. �x �N4 �� CONTROL NOTES:
N I \ Q04
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__. /i 1 /� { �/ - \
t1 ��� ��0 /r' /' ! // /,- STANDARD NCDOT INLET PROTECTION DURING CONSTRUCTION. (SEE o
DETAILS, SHEETS CE-501 AND CE-502)
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RIM: 20.25 ''° BE PROTECTED STANDARD RIPRAP OUTF APRON DURING
RIMC51 DI RIM: 23.M0 \ / / / %/ CONSTRUCTION. SEE DETAIL, SHEET CE-501 LL
24 INV OUT: 17.00 INV IN: 16.45 / / ! _ 'TM )
21 INV OUT: 16.45 3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL o
/ / ' "; • REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
fj 21 183 LF OF 18" RCP 0 30% / / " l ADEQUATE PLANT COVER. <
23 4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS o w
THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC. >
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/ I . i.,. I L)
I " o '':�' `' ' EXISTING UTILITIES:
I F Fi ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION W
I U I ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER w
I I I u OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG 6
PHONE: [phone]). THE LOCATION OF WATER, z
SEWER, A EUNE PUBLIC SCALE
PROVIDED BY MARINE CORP BASE CAMP LEJ
f SANITARY SE AND ELECTRIC, WAS TAKEN FROM MAPS
/
/ 1 1 WORKS PHONE () 5007 EXT.270 SCALE (V): NONE
__ __ -- 910 451 -
DESIGNED
ED BY:
DRAWN DR JAR
OCABY: B DATE:
DATE: 04/03/2012
'� GRAPHIC SCALE K 16PROJECT 9NO.:
0 20 40 80
SHEET NUMBER
(IN FEET) CD105
name: K:\VAB_Ci\dI\116319O03- amp Lejeune asel- esign CA an Sheets\CD101-116319003.dwg CD1 05 May 10, 2012am by. erin.burdick

MATCH LINE - SEE SHEET CD103
v
102
105
0/ rw v 107
KEY MAP
N.T.S.
GRADING AND CONSTRUCTION NOTES:
1. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS
OPTION.
2. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP).
3. ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
4.
IF ANY EXISTING STRUCTURES TO REMAIN ARE
DAMAGED DURING CONSTRUCTION IT SHALL BE THE
M10
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
.—
REPLACE THE EXISTING STRUCTURE, AS NECESSARY, TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
U
W
5.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE
LLI
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
=
WATERTIGHT.
co
LLI
6.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL
W
BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
07
BEARING RING AND COVERS. MANHOLES IN UNPAVED
AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS
Z
SHALL BE LABELED "STORM SEWER".
J
=
7.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
U
PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
Q
AND CONTINUOUS GRADE.
8.
STORM SEWER PIPES AS SHOWN ON THE PLAN VIEW
ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE. INVERT ELEVATIONS ARE ESTABLISHED
BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
END WALLS WILL BE MEASURED TO THE JOINT.
CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
PER THE PLAN.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH
UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT.
EROSION AND SEDIMENT
CONTROL NOTES:
1. ALL CURB INLETS AND CATCH BASINS SHALL BE PROTECTED WITH
STANDARD NCDOT INLET PROTECTION DURING CONSTRUCTION. (SEE
DETAILS, SHEETS CE-501 AND CE-502)
2. ALL STORM SEWER OUTFALL END SECTIONS AND END WALLS SHALL
BE PROTECTED WITH STANDARD RIPRAP OUTFALL APRON DURING
CONSTRUCTION. (SEE DETAIL, SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
ADEQUATE PLANT COVER.
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS
THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC.
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION
ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER
OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG
PHONE: [phone]). THE LOCATION OF WATER,
SANITARY SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS
PROVIDED BY MARINE CORP BASE CAMP LEJEUNE PUBLIC
WORKS. PHONE: [phone] EXT. 270
GRAPHIC SCALE
0 20 40 80
(IN FEET)
V
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SCALE (H): 1" = 40'
SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
DATE: 04/03/2012
KHA PROJECT NO.:
116319003
SHEET NUMBER
CD106

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STA: 36+01.46
RIM: 26.30 37+50
INV IN: 15.81 0
2 INV OUT: 15.81 ' 3T 0-�
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STA: 36+24.76 / jCD
F13 CB T RIM: 27.02
STA: 33+27.30 INV IN: 20.13
RIM: 24.93 ° - INV IN: 18.74 r N
INV IN: 14.98 - INV OUT: 16.00 m / j1
INV IN: 21.35 I _ I 35+93A5 , 196
INV OUT: 14.98
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INV OUT: 19 63
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INV IN: 16.89
0 0 ti INV OUT: 16.89
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205 ,61
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206
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12� RIM: 25.87 \ / /
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105
PHASE 1
LEASE LINE
1011
104
KEY MAP
N.T.S.
GRADING AND CONSTRUCTION NOTES:
1. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS
OPTION.
2. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP).
3. ALL PROPOSED PIPES SHALL BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
4. IF ANY EXISTING STRUCTURES TO REMAIN ARE
DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE THE EXISTING STRUCTURE, AS NECESSARY, TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
6. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL
BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING AND COVERS. MANHOLES IN UNPAVED
AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS
SHALL BE LABELED "STORM SEWER".
7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING
PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
8. STORM SEWER PIPES AS SHOWN ON THE PLAN VIEW
ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE. INVERT ELEVATIONS ARE ESTABLISHED
BASED ON THIS CENTERLINE DISTANCE. LENGTH
CALLOUTS FOR PIPES WITH FLARED END SECTIONS OR
END WALLS WILL BE MEASURED TO THE JOINT.
CONTRACTOR SHALL LOCATE ALL END SECTIONS TO
MATCH THE BANK WITH LENGTHS ADJUSTED AS
NECESSARY AND THE PIPE SLOPE SHALL REMAIN AS
PER THE PLAN.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH
UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT.
EROSION AND SEDIMENT
CONTROL NOTES:
1. ALL CURB INLETS AND CATCH BASINS SHALL BE PROTECTED WITH
STANDARD NCDOT INLET PROTECTION DURING CONSTRUCTION. (SEE
DETAILS, SHEETS CE-501 AND CE-502)
2. ALL STORM SEWER OUTFALL END SECTIONS AND END WALLS SHALL
BE PROTECTED WITH STANDARD RIPRAP OUTFALL APRON DURING
CONSTRUCTION. (SEE DETAIL, SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION SITE IS STABLE AND HAS
ADEQUATE PLANT COVER.
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED. AREAS
THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS, ETC.
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION
ARE APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO
DIGGING. LOCATION OF NATURAL GAS, TELEPHONE, FIBER
OPTIC, CABLE T.V. WERE MADE BY CALL BEFORE YOU DIG
PHONE: [phone]). THE LOCATION OF WATER,
SANITARY SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS
PROVIDED BY MARINE CORP BASE CAMP LEJEUNE PUBLIC
WORKS. PHONE: [phone] EXT. 270
GRAPHIC SCALE
0 20 40 80
(IN FEET)
0,
00
1010
C; A
r T
N N
r;
0
X
♦- LL
0
W
C
04
W
::4+ 1i.
9�NOA
SCALE (H): 1" = 40'
SCALE (V): NONE
DESIGNED BY:
DRANK BY: JAR
QC BY -.-DATE:
DATE: 04/03/2012
KHA PROJECT NO.:
116319M
SHEET NUMBER
CD107

BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
1
4
4:1 MA ---------
X
Kimley-Horn
and Associates, Inc.
15 0 15 30 60
GRAPHIC SCALE
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
SEDIMENT
STORAGE �
----------------sPPE=13.5
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=6.0
PAINTED RED METAL
BAND SEDIMENT
CLEANOUT MARK AT
ELEVATION 7.5
FOREBAY 5 (PROPOSED
SECTION C-C
SCALE: 1 "=20'
4; 1
4.� MAX' J1+ .MAX
4'1 MA 42" RCP OUTFALL
INV. ELEV = 10.2
4%4" PRESSURE
TREATED POST IN
CONCRETE
FOREBAY #5
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
2 ® 6.5'x6.5' ANTISEEP
COLLARS
HEROES MANOR RESIDENTIAL
AT CAMP LEJEUNE
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
Q2011 Kimley—Horn and Associates, Inc.
ONSLOW COUNTY, NORTH CAROLINA
APRIL 19, 2012

— � 4.• 1 Mq_k._
' PAINTED RED METAL
BAND SEDIMENT
CLEANOUT MARK AT
ELEVATION 7.5
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=6.0
4%4" PRESSURE
-TREATED POST IN
CONCRETE
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
ELEV.=13.50
PPE = 13.5�
4
ANTI —FLOTATION DEVICE
(CONCRETE FILLED RCP
RISER 36" DEEP)
12" NO. 67 STONE
48" RCP BARREL
10'
ELEV.=8.8
72" RCP RISER WITH
PLASTIC SOLUTIONS, INC.
72" PYRAMID TRASH
RACK (SEE DETAIL, THIS
SHEET)
AN11—SEEP COLLAR (AS AN ALTERNATE,
CONTRACTOR CAN SUBMIT A SHOP DRAWING
DEPICTING A CONCRETE ANTI —SEEP COLLAR
IN ACCORDANCE WITH NOTE 2 IN THE
ANTI —SEEP COLLAR DETAIL)
ENLARGED VIEW - FOREBAY 2 RISER
SCALE: 1 "=5'
1L 4 — — /
Kimley-Horn
and Associates, Inc.
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
z
Plaetic
Top View I Trash Rack Assembly
Elev. A
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
is Ine.
equal
of river
PART NO 72" PYRAMID r OLUTIONS
TRASH RACK NO Win es 4386
PYD 72 877-877-5ter VA 22804
WITH CONCRETE RISER B .Fls77-57E7
,mr.Plutie-.oletlan.vom
72" DIA. RCP RISER WITH PLASTIC
SOLUTIONS, INC. 72" PYRAMID TRASH
RACK (SEE DETAIL, THIS SHEET)
SEDIMENT RISER CREST ELEV.=13.5
STORAGE TEMP. POOL ELEV. = 13.5�
PPE = 13.5� — — -
- — — — — — — — — — = — —
4:1
10'
4'. A M PX' —J 1
n 4n
10'
DESIGN BOTTOM OF, �_2 ®TxT ANTISEEP
SEDIMENT STORAGE ELEV.=6.0 COLLARS
FOREBAY 2 (PROPOSED
SECTION B-B
SCALE: 1 "=20'
FOREBAY #2
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
HEROES MANOR RESIDENTIAL
AT CAMP LEJEUNE
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2011 Kimley—Horn and Associates, Inc.
ONSLOW COUNTY, NORTH CAROLINA
APRIL 19, 2012

77,
CHECK -
DAM � � —
_ _
24" INV.= 10.20
ANTI —SEEP COLLAR (AS AN
ALTERNATE, CONTRACTOR
CAN SUBMIT A SHOP
DRAWING DEPICTING A
CONCRETE ANTI —SEEP
COLLAR IN ACCORDANCE
WITH NOTE 2 IN THE
ANTI —SEEP COLLAR DETAIL)
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
4 ',MA, kkkkkkk
2 ® 63"x63" _/
ANTISEEP COLLARS
48" PRECAST MANHOLE WITH
PLASTIC SOLUTIONS, INC.
48" PYRAMID TRASH RACK
(SEE DETAIL, THIS SHEET)
6.0" PVC STUBBED
INTO BOX
ELEV.=14.00 \
CONTRACTOR SHALL
PROVIDE MINIMUM 6"
COVER OVER PIPE
24" BARREL
,,..
ANTI —FLOTATION DEVICE
(CONCRETE FILLED RISER
36" DEEP)
12" NO. 67 STONE
PVC SCREW TYPE PLUG
�6.0" PVC
* PAINTED RED METAL
BAND SEDIMENT
CLEANOUT MARK AT
ELEVATION 4.0
_ -v PE=11.0— _
SLOPE NORMAL SLOPE
DIRECTLY A\
THE RISER
1L_ 4
2
ORIFICE INV. EL —11.0
48" PRECAST MANHOLE WTI
PLASTIC SOLUTIONS, INC.
48" PYRAMID TRASH RACK
(SEE DETAIL, THIS SHEET)
ENLARGED VIEW - BMP 1 RISER
SCALE: VI
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
DESIGN BOTTOM OF
SEDIMENT STORAGE J
ELEV.=2.0
4"x4" PRESSURE
TREATED POST IN
CONCRETE
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
RISER CREST ELEV. = 14.0
TEMPORARY POOL ELEV. = 14.0
-6" PVC STUBBED INTO BOX
-6" PVC SCREW TYPE PLUG SEDIMENT
10.5 STORAGE
— — — — — — — IMF EL. _ PPE=11.0 =
- - - - -
—
ANTI -FLOTATION
DEVICE (CONCRETE
FILLED RISER 36"
DEEP)
Kimley-Horn
and Associates, Inc.
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=2.0
VARIES, SEE PLANS
plastic
Top View
Trash Rack Assembly
Plastic Solutions Inc.
,l
Top of riser
Elev. A
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
PART NO 48" PYRAMID PLASTIC
OLUTIONS
TRASH RACK NC• P.U. Box 4386
PYD 48 Winchester VA 22604
WITH CONCRETE RISER .11-B77-5724
mcplasHr-E,hnJ,on.com
10'
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF TB 19.0
EL. 12.0 5' EL. 12.0 SEDIMENT EL. 11.0 EL. 11.5
EL. 11.0 EL. 11.0 STORAGE EL. 10.5= MPX. I MqX
L PPE=11 0 4
-- ----- s------ �1
BMP 1 (PROPOSED
SECTION A -A
SCALE: 1 `20'
7FILTER
_3312" THICK RIP-RAP2.D EL.SPILLWAY DESIGN BOTTOM OF
SEDIMENT STORAGE
FABRIC (TOE INTO ELEV.=2.0
BERM 12" AT POND BOTTOM)
BMP #1
—11
10
10'
VEGETATED
SHELF
HEROES MANOR RESIDENTIAL
Suite 500 Tel: [phone]
4500 Main Street Fax: [phone]
Virginia Beach, Virginia 23462
©2012 Kimley—Horn and Associates, Inc.
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
May 10, 2012

GRAPHIC SCALE
BMP
MAINTENANCE
EASEMENT
VARIES
' MAX
4•.1
RIPARIAN BUFFER-
�\A 0,
-
-
� ZONE 1 LIMIT OF
SEE SHEET CD 504---------_
6.0" PVC STUBBED
INTO BOX
PVC SCREW TYPE PLUG
6.0" PVC
PVC CAP WITH 2.5" DIA.
HOLE IN BOTTOM OF CAP
* PAINTED RED
METAL BAND
SEDIMENT
CLEANOUT MARK
AT ELEVATION 13.5
4"x4" PRESSURE
TREATED POST IN
CONCRETE
2
SLOPE DIRECTL
AT THE RISER
.AS
RISER CREST ELEV.=20.50
TEMPORARY POOL
ELEV. = 20.50
CONTRACTOR SHALL
PROVIDE MINIMUM 6"
COVER OVER PIPE
24" 36" RISER WITH PLASTIC
SOLUTIONS, INC. 36"
PYRAMID TRASH RACK
a,
a j ANTI —FLOTATION DEVICE
(CONCRETE FILLED RISER
I
36" DEEP)
F12" NO. 67 STONE
ENLARGED VIEW - RISER
SCALE: 1 "=5'
3 TIER GABION WEIR
Top View
Elev. A
\ QABION WEI
Trash Rack Assembly
Plastic Solutions Inc.
Top of riser
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
PART NO 48" PYRAMID P OLUTIONS
TRASH RACK NC P.O. Box 4386
PYD 48 Winchester VA 22604
WITH CONCRETE RISER 679-877-5027
w .pleetic-eolutionxiun
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF-
10' VEGETATED SHELF
6.0" PVC STUBBED INTO BOX
SEDIMENT SEDIMENT PVC SCREW TYPE PLUG
STORAGE STORAGE
--------------------- TOP ELEV=20.5--
-----— — — — — — — — — — — — — — — — — — — —J_vERE = 18.5------
'
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —A- — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV .= 13.5
Kimley-Horn
and Associates, Inc.
t I
FOREBAY VARIES
BMP 2 (PROPOSED)
CROSS-SECTION B-B
SCALE: 1 "=20'
POND VARIES
DESIGN BOTTOM OF SEDIMENT
STORAGE ELEV.=12.0
BMP
MAINTENANCE
EASEMENT
VARIES
4 � MPX•
'-�2 ® 4'x4' ANTI —SEEP
COLLARS, 20' APART
10'
GETATED 36" RISER WITH PLASTIC SOLUTIONS,
SHELF INC. 36" PYRAMID TRASH RACK
ANTI —FLOTATION DEVICE
HEROES MANOR RESIDENTIAL
Suite 500 Tel: [phone]
4500 Main Street Fax: [phone]
Virginia Beach, Virginia 23462
©2012 Kimley—Horn and Associates, Inc.
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
May 10, 2012

5
i
n z
_ O G)
N x CO
�0M>
H L 0
0 D C - ..�
N
'a = Z
IT! r to GDR
m T
0
'M
M
1<r" Z
O
r 0 On
1m-1=-I=D
=��Dm
2 ca 0
Z 0r71
00,
C)=9z
DDD r
�n I.
00 �
Z
m
Z
0
z F.
� 0
N �
-mCIO
9m
O 0
D
m Z Z
r 0
M o
9
14
PLAN
SECTION X-X
SECTION Y-Y
MANHOLE
L C
D" �'. D
O N S
NEE GTANDND 040.84
�r4
FOR Y11NIOl.E COVER 4 FRANE
N4 BARS "A"
DPTIONAL
SPACED 8
C. TO C.
BRICK MAY BE USED
TO ADUST FRAME A
COVER TO SURFACE
ELEVATION MAX. 1'
r PIPE J�
EORF (114"
SECTION
C-C OR D-D
GENERAL NOTES:
CHAMFER ALL EXPOSED OMENS 1".
USE CLASS "B` CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEIYIAY, OR
M d4 BDOWELS AT 12" CENTERS AS DIRECTED BY THE EMIINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN 848E SLAB OF SOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 040.00.
PROVIDE ALL JUNCTION BONES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE NI711 STD. NO. 840.86.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY WANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARB
SHORTENED AROUND OPENING IN TOP SLAS, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TON
ELEVATION IS 12 FEET.
s4 aM
N
DOWEL
DIMENSIONS AND SMAMTErDDR FU CONCRETE ,UNCTION NO=
DIMENSIONS OP BOX AND PIPE
REINFORCEMENT
SASS "A-
T� �'�
DIMENSIONS
CUBIC YAHiD3
IN BOX
TOTAL QUANTITIESDmUCTIONS
BOX ND SLABS
FOR ONE
PIPE L11.YDR.
PIPE
GPM
WIDTH
HEIGHT
D
A
B
H
NO.
LENOTN
E
F
TOP
STAB
H101-Tdl
SLAB
TALI
FT. M D.
LDS.
REINF
CHI. YDS.
ON. N"
C.S.
B.C.
12"
2'-0"
2'-0"
2'-S"
12
Y-9'
3'-0•
3'-0.
0.107
0.18]
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.108
0.196
0.2G4
24
0.902
0.023
0.036
18"
2'-8"
2'-I'
2'-9"
14
3'-9"
W-61
3'-6"
0.227
0.227
0.222
SO
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
W-9"
4'-0-
4'-0"
0.29fi
0.295
0.259
40
1.434
0. 059
0. 086
30"
3'-6.
S.
3'-e"
18
4'-9"
4'-6`
4'-e"
0.975
0.975
0.298
51
1.580
0.092
0.127
36"
4'-0'
4'-0'
4'-9"
20
4'-8"
5'-0"
5'-0"
0.403
0.483
0.333
64
2.341
0.132
0.178
42"
4'-1'
4'-6"
4'-G"
22
5'-3^
5'-6`
5'-8"
0.560
O.SSO
0.370
77
2.678
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
28
6'-3"
8'-4'
e'-4"
0.749
0.]43
0.407
111
9.829
0.295
0.917
54"
5'-10"
5'-10"
5'-9"
28
V-7"
e'-10"
W-10"
O.ws
0.865
0.4M
126
4.283
0.297
0.401
60"
8'-6"
e'-e"
8'-9"
30
T-9•
Y-e"
7'-8"
1.oa2
i.o42
0.481
14s
5.000
0.967
0.495
86"
T-1"
Y-1"
e'-e"
82
]'-10"
e'-1"
e'-1"
1.210
1.2f0
0.518
188
5.817
0.444
0.568
HOLES
fIIX
Y_
PLAN
WITH GRATE 5 FRAME REMOVED
---""--PING(INCIDENTAL)
ELEVATION
840.16 FRAME
ATE
6"
SECTION X-X
WE NOTE)
GENERAL NOTES:
USE CLASS "S' CONCRETE THOUWdUT.
PROVIDE ALL DROP INLETS OVER 3'-8" IN OEM WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.86.
OPTDUAL CONBTSDTION - MONOLITHIC POOR 2" KEYWAY OR 44 BAR OOAELS AT
12' CENTERS AS DIRECTED BY THE ENGINEER.
USE FORKS FOR THE CONSTRUCTION OF THE BOTTOM SLAG.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SUB OF BOX, ADD TO SLAB
AS 81DIM ON BTU. NO. 840.00.
CONSTRUCT WITH PIPE COLONS MATCHING.
INSTALL 2" WEEPHOUS AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMS OF 1 CUBIC FOOT OF NO. 7911 STONE IN A
POROUS FABRIC GAG OR WRAP, AT EACH HOLE OR AS DIRECTED SY THE EN9IIEEA. CH WEE
CHANFER ALL EXPIRED CORNERS 1".
IMAGING NOT TO SCALE.
84 BAR
N
I �I
DOWEL
LAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASEO ON MIN. HEIGHT, H)
DIMENSIONS OF BOX 5 PIPE
CUBIC YARDS I DEDMIONS FOR
CONIC. IN BOX ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
0
A
B
N
BOTTOM
SLAB
WALL PER
FT. HT.
rm°"1OCmltul C.Y.
lewrr x
-'.
R.C.
12"
s'-0"
Y-0"
2'-W
0.222
0.222
0.592 0.015
0.026
15"
2'-3
0.848 0.023
0.096
1B"
2'.0"
0.703 0.033
0.049
24"
3'-0"
0.814 0.059
0.055
30"
3'-0"
Y-0"
3-6.
0.222
0.222
0.925 0.092
0.127
0
o ^1
�� GENERAL NOTES:
MORTAR JOINTS 11" 1 L8" THICK.
0 CONCAVE TOOL ALL EXPOSED JOINTS.
romxm
1m1 --1 �x�I D USE CLASS "B" CONCRETE THROUGHOUT.
2 T D m USE FORMS TO CONSTRUCT THE BASE SLAB.
Z"
x COO 0 JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
o,r, SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
n �� p IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
�� ADD TO BABE AS SHOWN IN STD. N0. 840.00.
In I WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
Z THE TOP OF THE MANHOLE FLUSH WITH THE GROUND. AT OTHER
LOCATIONS CONSTRUCT A MINIMUM OF 9" ABOVE THE GROUND.
PROVIDE MANHOLES OVER 3'-8" IN DEPTH WITH STEPS 12" ON
CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
SEE NOTE
m GR I O
z D
O
_ EEd
.4 0
x On
O Di
70 x 0
PART SECTION Y-Y
a
°? z
0
a 0 y
-
0 rn 1
m z
0
0
EET 1 OF 1
840.51
MINIMUM DIMENSIONS AND QUANTITIES FOR MANHOLE
j PIPE
DIM.
CU. Y03.
CONCRETE
TOTAL BRICK
YSONRY
CU. YDS.
CU. YDS. BRICK
MASONRY
PER F(. HT.
DEDUCTIONS
FOR ONE
PIPE CU.YD.
D
BASE
ABOVE S-L
BELOW -L
C. M..
12"
0.580
0.530
0.323
32
15"
0.560
0.530
0.323
47
181,
0.560
0.530
0.323_
0. 0"65
24"
0.580
0.530
0.323
13
30"
0.560
0.530
0.323-
70
38
0.560
0.530
_. 0.329
36
E AND COVER.
NO. 840.54
FINISHED GRADE
ELEVATION
p
2'-9R _I_ 2 -9'
5 -6"
SECTION ON E
Y'
5' I
Z 0
�Y ��
xvAoo 1" DEPRESSION
,-+¢OO
NI1
NxCLmZ
t-¢Q¢S00
~Z W
0 U3
z h
CL 0
�
D.4 m
xOOD
-on D�am
M
Z,x, T�
001-1
Oxmg
D 1
On .4
Z
n �r-7'pn
SECTION G-G
TI
O
31
m
OIn
LL O
m LU
H GZI
M °
2'-31A"
C7 J
= x era
Z
o r x
M d
O y
0 H
0 = J �(D
D
0 „y�A C
l7
o' Q30
rn
2"
t- H O ~
A D• D
PoZ
SECTION H-H
xoWe�N
„oy 4iN
A G)
003
00 �1
(ZyD t.:
0 9
GO y
O
N
all %11
►H
03
C4
o
0
�H
K
_�l 414_�t�47%"
PLAN OF GRATING
CAST IRON
3'-3:34
1 art
3
r-134" N N
3'-6"
SECTION E-E
O O
0 M
GENERAL NOTES
F Q
¢
��
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
at
F-1 Z
O
r>--0
CONCEN
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
CONE S
AASHTO MISS.OIL
N 09 Z
�
ACCORDANCE WITH
0 0� N x
-
1--I z --I= D
OO=(7-1
ASSEMBLE RISER AND OWE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
W OrZq,LL
U O
¢ ,=7_,
Q
(aD= O
2 O
MANHOLE THE Y4ULE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
MINIMUMH-
THE TOP THE MANHOLE FLUSH WITH THE GROUNDAND A MINIM
N F LL O J
Z "" p,r-, T
OF
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
00 1A ¢
_
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
Z F >
D
BOTTOM SLAB.
91. C3
mC 1
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
C
Z
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
• TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
,113
A DISTINGUISHABLE TOP AND BOTTOM.
'D' + 2 'M
M
D
1" YIN. ADDITIONAL
CLR. D REBM
to
n . W Y
Ot
LL W
171
��
:v.
N1x"RMIN. USE IN. AREA OF STEEL IN T
0 J
I"I
SLAB OF #4'S 9 B" CTS.
".
LU
z
x
EACLIN4Y)EACH FACE
FLAT TOP SLAB
3 N N
N O
O d a
ir y
rn D
in
=
5
C A
ADDITIONAL W4 EACH
SIDE OF
CC O
0
D
CLEAR OF BONINSTTOM FACE
Q
O1 c
PLACE BARS DIAGONAL
TO CORNERS
Z W =
00
(TYP.)
3'-6"
F-IG
E E
1
NOOTn
Z
0
Y
¢¢
F. 0 0
oofa„iz
era¢"=
a ` cc CD
~ZW
pA¢
CC
CL
W O
o
PLAN OF FRAME
LID
CAST IRON
r
W
�
OC F p
Z
t9 ¢
z
In
¢ a O
Ytl C
�
DID
1n 1n
2r-3rr
a
W N
a y .
A� rr A� n a
N F
2r 2n
Z to
Z x
J R..M F~-I
z 0. 3
2r-1a.n N N
W cc to
in=
e2r_b."
2
LL
SECTION F-F
_, _" D
W
T
As
Z
e. INTERNAL
MIN.
MIN.
MIN. CIRCUMFERENTIAL
F Q
TRIC DIAMETER
WALL
TOP/BOTTOM
AREA OF STEEL
Z
EGTION ° (FT.)
THICKNESS
SLAB THICKNESS
PER VERTICAL FT.
1--10 CD
(IN.)
(IN.)
(So. IN.)
pOWxz
qQ Z
4
4
6
0.12
aCT 0�0�
5 _
_ 5
8
0.15
M-xi_m"
e
B
8
0.18
O CSul
Z M Q
ro'
a
c
ALTERNATE CONE SECTION
o
OWE
RING
YIN. AREA OF STEEL
IS 0.07 in.2
Q.
ECCENTRIC CONE
W
8" MAX. SPACING
W
LOCATE WALL REINFORCEMENT
OF CIRCUS. R/F
IN MIDDLE THIRD OF WALL
a
CC M
REINFORCEMENT) Q¢ a D_
ADDLONGITUDINAL
SIDEITOF IONAL #4 OPENINGEACH^ REINFORCEMENT (MIN. 0 0 V
CLEAR OF BOTTOM FACE) RISER AS = 0.12 IN. 1FT.) CC w
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840.14 11 840.52
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840.51 1840.54
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W.T!
ea.e
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MANHOLE OPTION
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7 _ RING AND COVER J
rtk a R�� z
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REINFORCEDOW GOING. FTO.(SEE STD.
1526.01 IF
USE YIN. AREA OF STEEL REQUIRED) fJ
i IN BASE SLAB OF I
------0.121n2 PER LINEAR - - _ - - - _I W
FOOT EACH WAY fZ
TYPICAL MANHOLE SECTION
SHEET 1 OF t
840.52
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
BOTTOM OF COVER Az�lw
1'-10ib
TYPE #1
1
1 I
ALTERNATE
Olt
SECTION A -A I
1 1
TYPE #2
1" R.
PLAN OF COVER
1' • 111.2"
3aA'=1 I� �n
1,2" -- -- 44-4
1' - tot"
SECTION B-B
MINIMUM WEIGHTS - LES.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
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CHANNEL DETAIL
CITY of7ACKSONVILLE
=Mw1 .a,..m,� r,�Xrv"ri „Am.m Nramc.00+, as
TYPICAL
DRAINAGE CHANNELS
�•
MeraAs ProMJeE %' APPIMI a wwl En9Fan O9/n2/'IIDe - l••N'25 AM
PLACE 057 STONE PLACE 057 STONE
AROUND OUTSIDE OF AROUND OUTSIDE OF
PIPE AT BOX PIPE AT BOX
SLOPE OF CHANNEL
SHOWN OTHERWISE
ON BANS.
_�11I -I -I II -I
SECTION A -A SECTION B-B
6^ NPZV�IN-
�A
OO^ 8" PFE DD. 6'
MNMIN. VALES MIN.
MOAT AROUND
OUISDE OF ALL PIPES B
SLOPE SHEUF
1"/FT MAX
A B
PRECAST BOX CONCRETE BFWK BOX
1 InES
eert to be a minimum of 3000 PSI at 28 days canarete.
PD K YA 5M Y- CITY of IACKSONVU LE--
AmN,MAxc KW11 as wrm "m n4seo,vwA sr"imam aearwmo ocr
PIPE CONSTRUCITON INTO BOX D>tb•�"s-A "6 A'L
AND FORMED INVERT DETAILIMPOSE
- -
OUTLET STABILIZATION STRUCTURE DETAIL
DETAIL A
I
Do *Ld
cmwm.rm WEDPtD NOBS; MMaM/f/%��M ��H/��M_jMPING" SI/O�/�y}��IIMD�
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a 7b rpa of wiser Me, BAT arM. M b Weam YNMW Mae MTm a Se ASIA
4 N" X19' Be Mad 4 Air ME kb AMW M MWM dinow a nb.
S Ta rfte, #AbNa OF 0 F&W MMN As M ARAM No MNWMM MGM d M .
A
I
A+OAc
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TdAN/r > 0.5 Do
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T- 87 am B Pop ABA UdDW Of#erMrm Slam G) Pf9a
T- Le CRAM A Rip R*6 UMw, LW rwIM& SAWm (ID P1ua
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SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
DATE: 04 03 012
KHA PROJECT NO.:
116319003
SHEET NUMBER
UG-M-p

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O m BACK OF OURB OMTE AND NOTES: IN111TM JOINTS Y2" +!- YB• THICK. OW W o m O y n
I --I X E 91IR.N0. &i0.03 USE CLASS "e' CONCRETE THROUGHOUT. N"' } 1y S� EXPANSION JOINTS--_ } E
H -1 1,
0" TOP ELEVATION USE ('OflM3 FOR CONSTRUCTION OF THE BOl'TMI STAB. Q Q Q H Z Q Q Q O Q Iv v
I. -
WOO \\SS yyLL DEDUCT FOR PIPE(S) FROM TOTAL CU. Y09. OF BRICK MASONRY. Z~ O M O 8^ E 4 8" 4-8" 2 O O
D 1--1y USE W4 BAN DOWELS AT 12" CENTERS. F 0 O:i D N"1 77 N T.a N
r O TCU
O Y Y PROVIDE ALL CATCH BASINS OVER S'-B" IN DEPTH WITH STEPS 12" LL J d "-' Z m O T x 44 BARS "V" 0'• 1 8' STD. 840. Be F ME O J OOL
a x Z 1
Rmy Z 2 D A _ - ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWING 840.66. 0 O N x I,y Z -i x D E AI_ P TE A H O O L7 2 q>�1 (n ILL
,� p p 1 --- USE TYPE "E". "F" AND "6" GRATES IBLE99 O7HERWISE INDIGTFD. W e[ Z LL= M O T O m 1 i2" 1 W Q Q LL 2 _W
x TI D m B U BRICK OR CONCRETE BLOCK HNICH CGIPLIEB WITH THE REOUIR91ENI3 Q V O T:J T Z A 3 i Q O 2 O C9
x (A O O ---- g^ e" x OF SECTION 840 OF THE STANDARD SPECIFICATIONS x F- Z W Z x -D O T \ H x F_ Z W _u V
NI . YIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAG (n LL p J 1-1 O r \ O LL O J /R� C
• C,7 1-•N D AS SHOW ON STD. MD. 890.00. ¢ O M Q O0 o _ Or Y �V FOR W-0" IN HEIGHT M LESS, USE 0" WALL. OVER 8'-G" IN HEIGHT, USE O N2 �Z R G o R m m S_ - O 0
2•D D YID. ... 12- WALL TO 0'-0" FROM TOP OF HALL AND 8" ROLL FOR THE REMAINING z M x3D• tI"� - Ic"T
D � T8'-0". QUARTITES TO BE ADJUSTED ACCORDINGLY, )_ H DID � y � Y PLAN F- H CNO {i
00" PLAN X v.. .. CONSTRICT WITH PIPE CROWNS WATCHING. W O OZ ' m u� �u CURB AND GUTTERVATH CATCH BASIN ON STEEP GRADES QO N 0
z I SECTION X-X CHAWFUR ALL EXPOSED COWERS 1". O XS .3
TOP ELEVATION - - DRAMIMG NOT TO SCALE. _ w _ i uGi 8"
TOP ELEVATION JI-
e o n EXPANSION JOINT N
USE ON FLAT GRADES 2W AND UNDER v
�- C
G
A TOP ELEVATION
E BM.08 STEPS - STD. NO. 840.68 - - -
�� gyp. MD. �p.� S" S'•0" 0 9'-0" DEPRESSED GIfITEfl LINE
EXPANSION JOINT
MIN. WIN. ¢ c TOP ELEVATION PLAN OF TOP SLAB SECTION S-S
Z - e. A p z ELEVATION c O �_ m E
2
J E LL Z NORMAL CURB AND GUTTER ON LIGHT GRADES Z O DO Y
Q a : ,'.° .p' :'o °. P' :.'" :. E Z ~ (n Z I"'1 C N
(a T TOP ELEVATION NORMAL GUTTER LINE z Co 4,) O .- ^O
~ .v C x' G x �+ a W 0 a" E W8 "W" BARS W4 BAR EXPANSION JOINT O" $ W '� N
N .��. y SECTION Y-Y B" rxx. Q a0 0. nr '�' y �` � Q m a
e -4 D USE ON GRADES OVER 2% 8" 0 YIN. B" Q 1 G
= Ci Z MIN. MIN. 0 "= d S C: Z w E "VP E 0" O. (n V
RISER HT. O
I O VARIES _ - .. ., O a �' C O J� EXPANSION JOINT 1p" MAX 8'-0" QWell
ye 0"YIN. .e.'.-:e,:9'.':P:;". .'.
E TA = a" o. o Z Ci = A S W4 BMS ^U" en t'-O" \-DEPRESSED GUTTER LINE Z Q 2 a
A SECTION J-J 6"1IN..:::°..`.':a...a-�..e'°.:'. Q F_ t7 -W 0-�-� Q H
5= y -H N. WHERE W TO W WIPE IS USED - 3. F - ELEVATION )'-
W1 D E SECTION M-M GEE NOTE ba iV TJ D to == N 0
✓ m / MERE,I7TO5CPIPEISUSID x M r m H g SECTION R-R D MMGL NORMAL CURB AND GUTTER ON STEEP GRADES
y Z WAERE W TO W PIPE IS USED y Ic 1'"1 Z W D: u
Z 0' NIGER VARIER E J m Z 0 MINIM DIMMMIOIM AND WMTITZN FOR BRICK CATCH WINTMAREO He WIN, MIGHT, M. WITH NO WINES)' r ,
I-' C7 OIMFNSIONS OF BOX AND PIPE TOP SLAB - __-_ _ OU.Y03. ANC. IN BOX BRICK MASONRY DEDUCTIONS; V. /�1 V
___
maw
M M Z O PIPE SPM WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS MB-U BARS-V IMRS-R TOTAL i0P BOTTOM TOTAL M0IX MM. ONE PIPE Z 11�4,1y
y I I_ - _ W ]7 0 A B C 8 H E F NO. LENOTH NO. LENGTH NO. LENGTH 1B8. BUAB SLAB CONC. 14 WW F'H'I
' C.M. R.C. W l
---_ I A 12. S'_O" V-2• -_ -_ 2 .9" -_ ._ -_ __ _ __ .- -- -. _. 0. 281 0.281 0.888 1.164 0.020 0.04E V
IV W-0- 2'-2" 8' 0" 0.281 D.291 0.993 1.2N 0.031 0.047
B ►i 8" I < 16' 3'-0- 2'-2" W-9" 0.281 0.281 1.043 1.324 0. 0" 0.065 O
c
u m 21° 3'-0- 2'-2" 3'-8- 0.281 0.281 1.204 1.485 0.078 0.121
90• 9'-0' 2'-2" 9'-4"-- 4'-9" T-2" 4'-4" 4 1'-0- 3 4'-1" 9 I'-Y 45 0.147 0.974 0.521 1.806 2.217 0.12E
88• 9'-0^ 2'-2" 9'-10" {'-9 1'-B" {'-4" 4 2'-0" 4 4'-1" 3 1'-1" 49 0.187 0.415 0.60E /.911 2.518 O.il6 0.261 T^ 1
WHERE TO 51'PIPE IS USED 42' W-C" 2'-2- 4' S" 5-9 V". BIG" 4 V.e. 3 8-1. 3 8'-1' 38 0.135 0.373 0.508 2.162 2.M 0.240 0.371
48• W-O" 2'-2" 5'-0. W-9" 2'-0" W-8" 4 2•-6" 4 3'-3°I S 9'-8" 41 0.173 0.410 0.583 2.415 2. NO 0.313 0.4T1
EET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 EET 2 OF 2 s1" a' -a" 2'-2" 5'-T" 8'-9" 2'-T" e'-6" 4 9'-D" a e'-S" a 8'-8" 4T 0.211 0.449 0.859 2.808 3.{85 O.SBB 0.686 SHEET 2 OF 2 wINKNO
y 840. 01 OF RISER CONSTRUCTION PLAN PLAN 840. 01 840.011 "RISER HAS .321 CUBIC YA1106 OF BRiCN WGIINRV PER FORT HEIGHT 1840.01 O H Z
O OMTE NM GENERAL NOTES: O C7 FIT ZO W w
Z1 O� BACK OF CUB SEE STD.M. 610. U3 USE CLASS "B" CONCRETE THROUGHOUT. F1 <-v SDI EXPANSION JOINTS H�-
o Q-'H X PROVIDE ALL CATCH BASINS OVER 8'-8" IN DEPTH WITH STEPS 12' QQ H4- Z QQQ F1��rI
.� fn O §b. ON CENTER. USE STEPS TMICH COMPLY WITH STD. ORATING 840.86. Z 3 Tn p 0 9° E---j 4 -S" 4'-8" z
y D o-a 0 9 TOP E ATI OPTIONAL CONSTRUCTION -MONOLITHIC POW, 2" NEYMY, 011 44 BAR DOWELS AT M 0 Q) L: r O T !/J I 8n 8n R••I p Ci A /�
r p T ,..4 y . v :: v .., o _ : o , v',:: p `0 12' CENTERS AS DIRECTED BY THE ENGINEER. U. J D_ " Z m -4 W4 BARS "V° STD. 84O.0S FRAME,
a Hm•1 z � 2 D Y Y _ _ _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O OQ ca 2 1,y Z ��7 x D �-E sMTE a IFpOD O ¢ O x r ,
S7 p pqPLA
- - - - ;v IF IEINFGICED CONCRETE PIPE IS SET IN BOTTOM GAB OF BOX, MO TO SLAB W Q LL x x m D D ITT
Sn II�7 i*1" �{ 1 i'�" Q U O v
a x m n m a.-: M SHOWN ON SM. NO. 840.00. F- G3 o r, z a o
GD p O- - - - g° B g- x USE TYPE "E". "F" AND "G' OMTE6 UNLESS OTHERWISE INDICATED. x F Z W z O O \ \ / co F F- C W
z QLr-4 o�. FOR W-O" IN HeEIGT OR LESS MBE 8" WALLS AND BOTTOM SLAB. OVER h LL J MO" / LL1•yJ
O nGJ Z km L
D 8'-O' TO 16'-0 IN HEIGHT USE S' WALLS AND BOTTOM SLAB. AWUST pOy n mzz R R - I'"N 000 UnQ
TA --ID .OUANTITIE$ ACCORDINGLY. Z 1-1 DD m ju m ca e'.0° Z I--ICONSTRUCT WITH PIPE CROMHS IMTCHINO. < PLAN F-T/J° CL" GO1 mCLO e SEE NOTE DRAWER ALL EXPOSED CORNERS 1". W O yZ u u CUM! AND BUTTER FRITH CATCH BASIN ON STEEP GRADES W O
0 Z
L TOP ELEVATION SECTION X-X MAKING NOT TO SCALE. 0 a - v TOP 0
$ o a n ! }ar y a ad USE ON FLAT ELEV. EXPANSION JOINT 0"
o
GRADES 2% AND LINDER
TOP ELEVATION
ERNE OMTE ANl 67EP8 -STD. N0. 890.88 EXPANSION JOINT o DEPRESSED GUTTER LINE
.. STD.ND. 810.09 STEPS -STD. N0. B{O.fi6 S g'. p^ 3' p"
6 A 6^ TOP ELEVATION - - - - - - - - - - - - PLAN OF TOP SLAB SECTION S-S CC
FIT ' x J.' ` _ _ 0 z ELEVATION O
C% .7 J-^ o o[� A _ LL M 0 r NORMAL CURB AND GUTTER ON LIGHT GRADES LL 1�
e r b.o _-1L 11 e" .v -. 8 T o. E'I t C7 �ii Z C7 CO)
e Z R-1 . v .. e.. °... ° :.
o '.'.'v".:'o '..'v `:'v /v" cv E-� w' Z Q W i C% O NORMAL GUTTER LINE z Q W
N_ :: 8" x 3 x EXPANSION JOINT 2 m IL
„
ly 8' E W8 "W" BARS W4 BAR S" O_
.2 S f4 D SECTION Y-Y e- ': D ', 6" ':, D .o, o V a x m i s EDUAL USE ON GRADES ER 2Ar roEW. v - _ My
Z .. v. 0 ~ LO C O _ L DEPRESSED GUTTER LINE O ~ M)
C O RIBFA HT. ° °p °:' OU Q W ii D mL 8'-0" S Q
� a 9 YMIES c :v, "... 0 _ a G EXPANSION JOINT Mu --�� 0 V 7
o A O _ - 6" v.'v ➢'lr 6'.'e .v�:'v e.' Z A 04 BARS "U" -. 1, O" M--- z Q
E -= a .° e" SECTION J-J F H N .9 S x 1Y/" D1OWE�+++LIII ELEVATION H IF
L D vp MERE 30" TO 36" PIPE I8 USED - TA D 0
e SEE NOTE SECTION PIPE
W - H SECTION R-R NORMALCURB AND OUTER ON STEEP GRADES W
1.y MERE 42" TO 51" PIPE IS USED x 0' N m p z x 40 N
E m '� Z MIE11E 30" 70 38" PIPE IS USED '" mMINIMUM
a 1'y°I 0 VARIES Of OT. J y O 9 IMENSIONS OF BUX MB PIPEIEIIWI IYlANN9 Sp0�N BAIISEUE CATCH MWMIM(WA#G ON MR. N, CU. YDS. CONC. IN BOX aEaWTIPNO _j Z
6 T °i- ,: CO Z O PIPE PM WIDTH WIDTH SPM YIN. GHT - - - TOTAL TOP BOTTOM �� ON I (9 v r
FORWI
Z- O J D`I "1 .: W D A B C G M E IF N0. LENGTH NO. LENGTH MD. LENGTH LBS. SLAB SLAB C.Y. R.C. W
'� 70 ---- -- y °_:;�'e '. si: ^.`o".Tl; "'.>: M
O :d B 12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- - -- -- -- -- -- -- 0.236 0.7 2 0.015 0. MIS
H ^'I is" 3'-0' 2'-2' 9'-0° 0.235 0.629 0.023 0.036
A
D. `si .o�- 2'-2_" _ 91-e° *2'
O.ae] 0.099 0.040012{" 3'-O" 2'-2"0.235 1.001 0.059 0.08530" 8'-0' 2'-2" W-1" 4'-S' 1'-6.2 3'-9.3 W-8" 39 0.123 0.321 1.483 0.092 0.127lI36" 3'-0" 2'-2' W-10' 4-9 1 1'-11" S S'-9' 3 W-9" 43 0.161 0.350 1.T14 0.132 0.178WHERE 42' TO 54" PIPE I8 USED D mo" °- p,._:-:Q;. v .. v 42" W-0" 2'-2" 1'-S° b-9 1 i'-B" 2 V-11" S 2'-i1" 32 0.112 0.318 1.]36 MIND 0.243 1 '."`-''`�:v-°-'';y:_. .':':. .';o'. 48" W-O" 2'-2" 5'-0' S-9 4 2'.0.9 2'-11- 8 2'-11" 95 0. 146 0.96E 2.05E 0.2Se 0.31]
DETAIL SHOWING IFHOD 51^ s'-o^ z'_z" s_] C-3^ 4 z'-1o^ s z'-11^ s z'-11" 41 O. iaO o.980 2.3aT 0.29]
EET 1 OF 2 F RISER C N TRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 of 2 • RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT S71EET 2 OF 2 ♦♦`AIH CAno4j��
840.0E 840.0E 840.0E 840.0E `♦♦♦
r
o =
o m o if
fi OM'IDB 43" NOTE: USE TYPE "E", "F" AND "0" GRATE = c QQ - M�Z DETAIL SHOWING TYPES OF GRATES 2'-11 " 2 ¢< v F �TI Q` v:
v m11
m- p UNLESS OTHERWISE NOTED. pZL p z==p �v)po USE ACCORDING TO WATER FLOW. 1J•¢" z¢;Y�j����
zTiyi - - ooy=z Film xD B ooa=z ����i�N�ALI����`♦
e' MOT B �', �II H < u- 3= x � D m TYPE "G" TYPE "E" TYPE "F" p A { ° 1 n � 7d' o x �4/Jllllltll\�7`
a .. z _.._ 2Jy"I F� �{ 1. 21•��� Q f7 M �a � I 97/8 Q 2 C7
ZIx4p�m - N N 0) LLOJ ZNx-'-'DOT ai_N T~n F-LLOJ
n m M H4 _ O O SECTION - LL SECTION - 1/1 O Tq 9 on 7O H4 }
z H4 v i� WATER FLOW SAO -- WATER FLOW I 9�8" M o 5 m m
LLI
CL
A ol� A ALIGN FRAME WITH INSIDE ���---III 1�.g" ~a `D' �H 00 oO � HH
b rnZ , oo FOREDGEOF WALL TO ALLOWVERTICAAL ADJUSTMENTi
oo yZ '___________________________________. B po Q
A` O TALL SECTION '.e.' - 1-I� -
o O O } T_
$ SECTION - BB
----._------__.__----------_
5 BC7ION - PP SECTION - MIN r~ ��
SECTION B-B
'n 4LAN J " Z m0-----------------------------------. 1 21; L rz1
8 0M m FRAME.GRATE, & HOOD ASS'Y 0: 0 DO a m
s z J _ Fpi O Q M 'WATER FLOW �- SAG -- WATER FLOMI
rn
y - = m m .r4 SECTION A -A LL= m
O m x _ _ .4 H p x PE "F" TYPE "E" TYPE "S" TYPE - E " N
E Z 3,-O,r - 1 n o1 3a= Q Z Cn Q Q Q Z
N ? n u o U to y ' RAISED FLOW ARROW n O [D U)
s > a z K -K a t o . o y z ! x HIGH r• o N a w
z G L _ ¢0 O7 Q z a RAISED FLOW ARROW 2�$" Ir+--1�
o/Wy Q W o yy %16" HIGH ~� L D - aFz .of
e D (q p SECTION - M G H z � - Q
-_ z Q F G` pD Q O T_ Q Q y
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O „ N.
eil. a O n m O
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H 'I I� I- ¢ �� 3n R 11 W W fn y ! 1 n I " 1 ' 1 "R rr W LL O
a z s PI� a > -T £ z v 2'-11�$" 1'� 4. 2,_{1%H 1H LL Z
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2.-D,. Sn Nz"
37T " g_D" 314i" 1 S 0 le" e 1 tL�""I FyI �Srr SCALE (H): AS NOTED
n
�j� r{ SCALE (V): NONE
SECTION qL 2'-11L¢° N 4` " 1-1411 SECTION A -A 7Ar'
EET 1 OF 2 R SHEET i OF 2 SHEET 2 OF 2 TYPE - F SECTION A -A mail
HEET 2 OF 2 DESIGNED BY:
84O.OS HOOD ELEVATION SECTION - RR 840.03 840.03 TYPE s 840.03 DRAWN BY: JAR
QC BY: DATE:
DATE: 04 03 2012
g KHA PROJECT NO.:
116319003
E SHEET NUMBER
CD502
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SCALE (H): AS NOTED
SCALE (V): NONE
_. '',y'a Jut DESIGNED BY:
��. "�a7r�,: a..� a,�x� �pi.`'�. �-=•�'f .M�, -s-�r .r€ i DRAWN BY: JAR
A
sa
QC BY,. -DATE:
I
DATE: 04/03/2012
o KHA PROJECT NO.:
:/!su arereekfouEdains.comindez.Qhp?p 26 .__ _ 5/15/2012 _ 116319003
5
SHEET NUMBER
CD503

1992 _— — — 3.14
DETAILS OF CORK UCA TED METAL
ANTI -SEEP COLLAR
IN COLLAR WITH
CORRUGATIONS VERTICAL CGIIM TO BE OF SAYE GAGE AS THE
%PE WTOT WHICH R IS USED
NNTNUOUS WELO�
1/T X T SLOTTED TIClF.S FOR IT MIN,
3/6 OINAETER BOLTS.
"i
+� A A � r
BAND
VELD ROTH SIDES
SLOTTED HOLES CORTUCATED MEFN.
AT B' GG
camNuouB WELD SECTION B—B OEM ®°6 NOO
ELEVATION OF UNASSEMBLED COLLAR
3. UNASSEMBLED COLLARS SHALL BE MARKED BY
PAINTING OR TAGGING TO IDENTIFY MATCHING
NOTES FOR COLLARS: PAIRS.
1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION.
COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO
CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK
SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE.
DETAIL OF LIELICAL PIPE
ANTI -SEEP COLLAR
WELD T 1/S' X 1 i/e X I 1/8' ANOLES TO COLLAR OR BEND A 9V
SIZE AND SPACING OF SLOTTED NNGLE T VC Floe ws wo•WN N OWawm.
OPENINGS SHALL BE THE SAME NOTE FOR BANDS AND COLLARS.
T I/T!
AS SHOWN FOR CM COLLAR. MODIFICATIONS OF THE DETAILS
USE RODS AND LUGS TO CLAMP SHOWN MAY BE USED PROVIDING
BANDS SECURELY TO PIPE. - T T/g. EQUAL WATERTIGHTNESS IS
MAINTAINED AND DETAILED
DRAWINGS ARE SUBMITTED AND
TT MN.
APPROVED BY THE ENGINEER PRIOR
2 TO DELIVERY.
B"O OF
HWC&PIPE ISOMETRIC VIEW
}
MEAL COLIAR SHALL BE OUT TO FIT
MR J"TICNS OF HELICII. SAND, AND
ROD AM LUG WELDED WITH A CONTINUOUS WEIR
j
NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES,
SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE.
muCOLLAR TO 8E NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE:
� TO MITER OF
tfaju PPE B010 1_ CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP
WELDED TO A SHORT (4FT.) SECTION OF THE PIPE AND
CONNECTED WITH CONNECTING BANDS TO THE PIPE.
PARTIAL ELEVATION 2. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE
WITH #3 REBAR SPACED 15" HORIZONTALLY AND VERTICALLY_
TORN. nm MANuaL
Source: USDA-SCS Plate 3.14-13
/11V 1 I-VLLr VVLLlII\ VL 1/-lIL IYV 1 `.
AS AN ALTERNATE, CONTRACTOR CAN SUBMIT A SHOP
DRAWING DEPICTING A CONCRETE ANTI —SEEP COLLAR IN
ACCORDANCE WITH NOTE 2.
6.0" PVC STUBBED
INTO BOX
PVC SCREW TYPE PLL
6.0" PVC
PVC CAP WITH 2.5" DIA.
4"x4" PRESSURE
TREATED POST IN
CONCRETE
BMP
MAINTENANCE
EASEMENT
VARIES
4: MAX
BMP
MAINTENANCE
EASEMENT
VARIES
RISER CREST ELEV.=20.50
TEMPORARY POOL
ELEV. = 20.50
CONTRACTOR SHALL
-PROVIDE MINIMUM 6"
/ COVER OVER PIPE
36" RISER WITH PLASTIC
/—SOLUTIONS, INC. 36"
PYRAMID TRASH RACK
ANTI —FLOTATION DEVICE
(CONCRETE FILLED RISER
36" DEEP)
F12" NO. 67 STONE
x T
ENLARGED VIEW - RISER
SCALE: 1 "=5'
4:A
10' VEGETATED SHELF
SEDIMENT
STORAGE
-1 -- ---
-- -- 3--------- 1
60" RCP--
--VARIES---I
DESIGN BOTTOM OF
SEDIMENT STORAGE FILTER FABRIC (TOE
ELEV.=6.0 INTO BERM 12" ATJ
POND BOTTOM)
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV .= 13.5
-n=
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
SEDIMENT
STORAGE
— — — — — PPE=11.0 — — — — — — — — — — — — — — — — — —
1L— ----------------
3
DESIGN BOTTOM OF SEDIMENT
STORAGE ELEV.=6.0
ff-11:41X
BMP 1 (PROPOSED)
CROSS-SECTION A -A
SCALE: 1 "=20'
1 10 1
3
10'
VEGETATED
SHELF
NOTE:
BMP
MAINTENANCE
EASEMENT
VARIES
4 MAX
i
4: A
CONTRACTOR SHALL INSPECT THE BMP FOR SEDIMENTATION BUILD—UP
AT LEAST WEEKLY. WHEN SEDIMENTATION BUILDS UP TO THE
SEDIMENT CLEAN OUT ELEVATION OF 4.0 AS SHOWN BY THE PAINTED
RED METAL BAND ON THE WOOD POST NEAR THE RISER, THE
CONTRACTOR SHALL EXCAVATE SEDIMENT TO ELEVATION 2.0 AND
RESTORE BMP SEDIMENT STORAGE VOLUME.
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
6.0" PVC STUBBED INTO BOX
3 TIER GABION WEIR
SEDIMENT SEDIMENT PVC SCREW TYPE PLUG
STORAGE STORAGE
----------------------- TOP ELEV=20.5-
---------------------------yPPE- -----
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3
DESIGN BOTTOM OF SEDIMENT C4
STORAGE ELEV.=12.0
FOREBAY VARIES POND VARIES 10'
VEGETATED
SHELF
BMP 2 (PROPOSED)
CROSS-SECTION B-B
LEVEL SPREADER PROFILE
SCALE: H 1 "=20' V 1 "=2'
SCALE: 1 "=20'
A
NOTE:
BMP
MAINTENANCE
EASEMENT
VARIES
4:
MAX.
7RCP
2 @ 4'x4' ANTI —SEEP
COLLARS, 20' APART
�,_36" RISER WITH PLASTIC SOLUTIONS,
INC. 36" PYRAMID TRASH RACK
ANTI —FLOTATION DEVICE
CONTRACTOR SHALL INSPECT THE BMP FOR SEDIMENTATION BUILD—UP
AT LEAST WEEKLY. WHEN SEDIMENTATION BUILDS UP TO THE
SEDIMENT CLEAN OUT ELEVATION OF 13.5 AS SHOWN BY THE PAINTED
RED METAL BAND ON THE WOOD POST NEAR THE RISER, THE
CONTRACTOR SHALL EXCAVATE SEDIMENT TO ELEVATION 12.0 AND
RESTORE BMP SEDIMENT STORAGE VOLUME.
72' j
6 9'
I
(
. ,
I
EL. 19.0 EL. 18.0
�Ull_
10:1 PPE = 18.5 10:1
T�pot
3.1 �3 FOR
FOReeAY
EL. 12.0
LCOMPACTED
SUB -GRADE
CROSS SECTION AA
FOREBAY
PLAN VIEW
BMP 2 GABION WEIR
SCALE: 1 "=10'
N
NDA LL p;�� %
a
1-
A
T
N
Z
1 N
SCALE (H): AS NOTED
SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
DATE: 04/03/2012
SHEET NUMBER
CD504

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NOTES: i�f i/ / // / 6
1. ALL PLANT SIZES LISTED AS CONT. SHALL BE SUPPLIED AT � / / �/ / / % % , i / �/ �
INSTALLATION IN A CONTAINER OF AT LEAST 4 CUBIC INCHES //' � � / j / CAP
: _ 1 ,1 'III'', IN VOLUME AS REQUIRED BY NCDENR.zzzzz
::: 12. SEE SHEET CP 505 FOR BMP PLANTING SCHEDULES, NOTES /
AND DETAILS.
i of(
BENCH SEE dETA�11 1
�SHEETCP- 1 1 I i -- - -- -- -- -- --- - _ ii / / /�i ,/ ✓ /
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I 72�- - -- - --- - -- --- --- ,
r_ -
PERMANENT SEEDING
En
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name: K: _ rvi 0 amp eleune Phase — esign cad —
TYPE
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
WATER DEPTH
NONE
SHALLOW
HCS
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
CONT.
24" O.C.
LAND
° ° ° ° ° ° ° °
ED
EUPATORIADELPHUS DUBIUS
DWARF JOE PYE WEED
CONT.
24" O.C.
PLANTS
Paap�o Q�oaQoa
LC
LOBELIA CARDINALIS
CARDINAL FLOWER
CONT.
24" O.C.
SHALLOW
CL
Canna spp.
Canna Lilly
1-GAL.
24" O.C.
Up to 6"
IWATER _
PLANTS
=
SC
Soururus cernuus
Lizard Tail
CONT.
24" O.C.
Up to 6"
IV
Iris versicolor
Blue Flag Iris
1-GAL
24" O.C.
Up to 6"
JE
Juncus effesus
Soft Rush
CONT.
24" O.C.
Up to fi' /
2
SL
Sagittaria Latifolia
Duck Potato
CONT.
24" O.C.
Up "'
E,
ELEM.
SCHOOL
Zi Y
m c) L—
�l
\ o /j 1
C \� J
N n
M
0
/ U
LU
LU
PHASE 1
LEASE LINE
101
104
KEY MAP
w
U) N.T.S.
\
1
LLISEEDING NOTES:
Z
i
JALL AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT
MDTHERWISE COVERED BY SOD, BUILDINGS, PAVEMENT,
(-)SIDEWALKS. WOODED AREAS AND PLANTING / MULCHED BEDS OR
c-
QOTHERVVISE CALLED OUT AS SEEDED LAWN AREAS SHALL BE
2SEEDED PER THE CONTRACT SPECIFICATIONS. LIKEWISE ANY
NATURAL WOODED AREA DISTURBED BY CONSTRUCTION THAT
A
FALLS IN THE IMMEDIATE PROXIMITY OF THE CONSTRUCTION
N
LIMITS THAT IS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL
BE RESTORED TO ITS CONDITION PRIOR TO BEGINNING
I
CONSTRUCTION.
SEEDED AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED
AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTING
OF THE SPECIFIED PERMANENT GRASS.
SEE THE PROJECT SPECIFICATIONS AND SHEET CP-504 FOR
PERMANENT SEEDING SCHEDULES.
SODDING NOTES:
z
/
CONTRACTOR SHALL SOD ALL AREAS AS INDICATED ON THE
PLANS. THE LIMITS OF SOD IN THE BACK YARDS WILL BE THE
VINYL PRIVACY FENCE.
TN
. ;".
.•
LEGEND OF STREET TREE SYMBOLS
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
OPH - QUERCUS PHELLOS
WILLOW OAK
2.5" CAL;
W-10' HT.
QV - QUERCUS RUBRUM
RED OAK
25" CAL:
"`t����,J"'
W-10' HT.
•
QV - OUERCUS VIRGINIANA
SOUTHERN LIVE OAK
2.5" CAL;
8'-10' HT.
OUPS
- ULMUS PARMFOUA
"BOSQUE"
BOSQUE ELM
2-5" CAL;
W-10' HT.
/
0/ 1
\�'/J
PXB - PLATANUS ACERFOUA
'BLOODGOOD"
BLOCOGOCD LONDON
PLANETREE
2.5" CAL;
W-10' HT.
QV - QUERCUS SHUMARDII
SHUMARD OAK
2-5" CAL;
Q
8'-IV HT.
BUILDING FOUNDATION LANDSCAPING:
SEE SHEET CP-501-503 FOR TYPICAL HOUSE FOUNDATION
LANDSCAPING AND ORNAMENTAL TREES.
..it POTENTIAL TREE SAVE AREA. TO
BE CLEARED AND SELECTED
TREES TO REMAIN.
- SOD (BERMUDA)
PERMANENT SEED (SEE SHEET
CP-504 FOR PERMANENT
L SEEDING SCHEDULE).
GRAPHIC SCALE
0 20 40 80
(IN FEET)
O 0O
oto
�CD
�m
N N
r r
m
h -
ij
a
CD
co
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N °m
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N
O 03 E
O z
In - N
0) O C
D Lo �_ N
GO V >
� z
� w
O
FBI Pill
W o
SCALE (H): 1"
= W.
SCALE (V):
NONE
DESIGNED BY:
JAM
DRAWN BY:
JAM
QC BY: DATE:
DATE: 04
2012
KHA PROJECT NO.:
116319003
SHEET NUMBER
CP102

TYPE
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
SP CING
WATER DEPTH
NONE
2
SHALLOW
`= `'
HCS
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
CONT.
24" 0. .
PLANTS
"`" '`
pay c oa
ED
EUPATORIADELPHUS DUBIUS
DWARF JOE PYE WEED
CONT.
24" 0.
LC
LOBELIA CARDINALS
CARDINAL FLOWER
CONT.
24" O.C.
SHALLOW
CL
Canna spp.
Canna Lilly
1—GAL
24" O.C.
p to 6"
WATER
PLANTS
=
—
=
—
SC
Saururus cernuus
Lizard Tail
CONT.
24" O.C.
kp to 6"
•.'.«
IV
Iris versicolor
Blue Flag Iris
1—GAL
24" O.C.ntoV
JE
Juncus effesus
Soft Rush
CONT.
24" O.C.SL
Sagittaria Latifolia
Duck Potato
CONT
24" O.C.
SEE SHEET CP 505 FOR BMP PLANTING SCHEDULES, NOTES
AND DETAILS.
/ A /
cm
0
U
F—
w
w
U)
w
w
BREWSTER BLVD.
Q
3�
ELEM.
SCHOOL
ZIP
QU!I Jib
i
PHASE 1
y0�� / p LEASE LINE
101
102
' I
104
U' KEY MAP
w N.T.S.
Z_
J SEEDING NOTES:
2
H ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT
Q OTHERWISE COVERED BY SOD, BUILDINGS, PAVEMENT,
SIDEWALKS, WOODED AREAS AND PLANTING / MULCHED BEDS OR
OTHERWISE CALLED OUT AS SEEDED LAWN AREAS SHALL BE
SEEDED PER THE CONTRACT SPECIFICATIONS. LIKEWISE ANY
NATURAL WOODED AREA DISTURBED BY CONSTRUCTION THAT
FALLS IN THE IMMEDIATE PROXIMITY OF THE CONSTRUCTION
LIMITS THAT IS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL
BE RESTORED TO ITS CONDITION PRIOR TO BEGINNING
CONSTRUCTION.
SEEDED AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED
AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTING
OF THE SPECIFIED PERMANENT GRASS.
SEE THE PROJECT SPECIFICATIONS AND SHEET CP-504 FOR
PERMANENT SEEDING SCHEDULES.
SODDING NOTES:
CONTRACTOR SHALL SOD ALL AREAS AS INDICATED ON THE
PLANS. THE LIMITS OF SOD IN THE BACK YARDS WILL BE THE
VINYL PRIVACY FENCE.
LEGEND OF STREET TREE SYMBOLS
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
OPH - QUERCUS PHELLOS
1MLLOW OAK
2.5" CAL;
8'-10' HT.
0
QV - QUERCUS RUBRUM
RED OAK
25' CAL;
W-10' HT.
OV - OUERCUS VIRGINIANA
SOUTHERN LIVE OAK
2.5' CAL;
8'-10' HT.
O
UPB - ULMUS PARMFOUA
"BOSOUE'
BOSQUE ELM
2.5' CAL;
W-10' HT.
/ 1
PXB - PLATANUS ACERFOUA
'BLOODGOOD'
BLOODGOOD LONDON
PLANETREE
2.5" CAL;
W-10' HT.
QV - QUERCUS SHUMARDII
SHUMARD OAK
2.5' CAL;
W-10' HT.
BUILDING FOUNDATION LANDSCAPING:
SEE SHEET CP-501-503 FOR TYPICAL HOUSE FOUNDATION
LANDSCAPING AND ORNAMENTAL TREES.
rn
F -
w
M
N
cc
C
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a;
N y
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rwvwrY�.
POTENTIAL TREE SAVE AREA. TO
BE CLEARED AND SELECTED
TREES TO REMAIN.
SOD (BERMUDA)
PERMANENT SEED (SEE SHEET
CP-504 FOR PERMANENT
SEEDING SCHEDULE).
GRAPHIC SCALE
0 20 40 80
(IN FEET)
`
SCALE (H): 1" = 40'
SCALE (V): NONE
DESIGNED BY: JAM
DRAWN BY: JAM
QC BY -.—DATE:
DATE: 04 03 2
KHA PROJECT NO.:
116319003
SHEET NUMBER
CP105

0
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105
KEY MAP
N. T. S.
SEEDING NOTES:
E ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT
OTHERWISE COVERED BY SOD, BUILDINGS, PAVEMENT,
2
SIDEWALKS, WOODED AREAS AND PLANTING / MULCHED BEDS OR
E 215
OTHERWISE CALLED OUT AS SEEDED LAWN AREAS SHALL BE
' E-6'-no"L�1�2A" SEEDEDPERTHE CONTRACT SPECIFICATIONS. LIKEWISEANY
217
�g
'��-'-A "g
NATURAL WOODED AREA DISTURBED BY CONSTRUCTION THAT
FALLS IN THE IMMEDIATE PROXIMITY OF THE CONSTRUCTION
LIMITS THAT IS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL
a
"N BE RESTORED TO ITS CONDITION PRIOR TO BEGINNING
;A1
CONSTRUCTION.
.2
E
SEEDED AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED
AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTING
OF THE SPECIFIED PERMANENT GRASS.
Y
SEE THE PROJECT SPECIFICATIONS AND SHEET CP-504 FOR
PERMANENT SEEDING SCHEDULES.
00 SODDING NOTES:
E
.9 CONTRACTOR SHALL SOD ALL AREAS AS INDICATED ON THE
:5 PLANS. THE LIMITS OF SOD IN THE BACK YARDS WILL BE THE
219 VINYL PRIVACY FENCE.
BUILDING FOUNDATION LANDSCAPING:
-501-503 FOR TYPICAL HOUSE FOUNDATION
SEE SHEET CP
L LANDSCAPING AND ORNAMENTAL TREES.
S
—Z'
LEGEND OF STREET TREE SYMBOLS
210
SYMBOL BOTANICAL NAME COMMON NAME SIZE
Kz'
7
OPH — QUERCUS PHELLOS WILLOW OAK ZS' CAL; . ........
8'-10` HT.
LU
Qv — QUERCUS RUBRUM RED OAK 2.5' CAL;
LU
........... ��
w 2(
LU
Z QV — QUERCUS MRGINIANA SOUTHERN LIVE OAK 2.r CAL:
U)
Q 8'-10' HT.
m
w --'N 'L-t
Z
UPB — ULMUS PARMFOUA BOSQUE ELM 7-5' CAL; 04
zi BIVIP PLANTING LEGEND *80SQur
Ir-10' HT. LL,
<
01 LO
TYPE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER DEPTH Cf
< NONE P)3 — PLATANUS ACERFOLIA BLOODGOODLONDON 2.5* CAL;
"BLOMGO009 PLANETREE
8'-10' HT.
A2 A 0 1
S HCS HIBISCUS COCCINELIS SCARLET ROSE MALLOW CONT. 24' O.C.
16 SHALLOW QV — QUERCUS SHUMARDII SHUMARD OAK ZV' CAL;
W-10' HT.
LAND ED EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED CONT. 24' O.C. V) U)
E PLANTS --LIA CARDINALIS CARDINAL FLOWER CONT. 24' O.C. Z Z
9 00
E BUILDING FOUNDATION LANDSCAPING: Cn (n
5; 5;
W Lj
N
SHALLOW CL Canna spp. Canna Lilly 1—GAL 24' O.C. Up to 6'
SEE SHEET CP-501-503 FOR TYPICAL HOUSE FOUNDATION
Gm WATER
6 Sc Soururus cernuus Lizard Tail CONT. 24" O.C. Up to 6'
LANDSCAPING AND ORNAMENTAL TREES.
PLANTS
IV Iris versicolor Blue Flag Iris 1—GAL 24' D.C. Up to 6'
Uj
Juncu
s effesus Soft Rush CONT. 24' D.C. Up to 6'
JE
2 S Duck Potato CONT. 24o O.C. Up to 6'
SL agittoria Lotifolia
6
z
NOTES: I I I I I I LL
POTENTIAL TREE SAVE AREA. TO
1. ALL PLANT SIZES LISTED AS CONT. SHALL BE SUPPLIED AT BE CLEARED AND SELECTED SCALE (H): 1* = 40'
TREES TO REMAIN.
INSTALLATION IN A CONTAINER OF AT LEAST 4 CUBIC INCHES
SCALE (V): NONE
SOD (BERMUDA) DESIGNED BY: JAM
2. SEE SHEET CP 505 FOR BMP PLANTING SCHEDULES, NOTES
S� DRAWN BY: JAM
AND DETAILS.
PERMANENT SEED (SEE SHEET
OC BY-.—DATE:—
CP-504 FOR PERMANENT
SEEDING SCHEDULE). 12
DATE: 04/03/20
zzz
GRAPHIC SCALE KHA PROJECT NO.:
0 20 40 80 115319003
E
SHEET NUMBER
(IN FEET)
CP106
r—rawing name: K:\HRO—Civil\116319003 Camp Lejeune Phase 11—Design\cadd\CP101-116319003.dwg CP106 May 15, 2012 6: 56pm by. joe.mathews ___j

NOTE: SEE SHEET CP-101-107 FOR STREET TREES,
LARGE FRONT YARD TREES AND SEEDING AND SODDING
EXTENTS (TYP.).
I
I
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a
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SEE SHEETS
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AND SOD EXTENTS
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8 SEE SHEET CP-504 FOR
0
PLANT SCHEDULES
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LAWN
(TYP.)
° °
a
MULCHED PLANT
BEDS (TYP.)
- SODDED _
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TYP.)
I I I I
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PLANT SYMBOL LEGEND
HS-DAYLILLY
RIE-RAPHIOLEPSIS
INDICA SPRINGTIME
IVS-ILEX VOMITORIA
"SCHILLINGS"
NDF-NANDINA
DOMESTICA FIREPOWER
PTW-WHEELERS DWARF
PITTOSPORUM
PLO-OTTO LUYKENS
LAUREL
GJ-GARDENIA
JASMINIODES
LI-LAGERSTROEMIA X
"NATCHEZ"
CC-CERCIS CANADENSIS
MV-SWEETBAY MAGNOLIA
PCT-PURPLE LEAF PLUM
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DATE: 04 3 2012
KHA PROJECT NO.:
116319003
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name:

NOTE: SEE SHEET CP-101-107 FOR STREET TREES,
LARGE FRONT YARD TREES AND SEEDING AND SODDING
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GRAPHIC SCALE IN FEET
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DESIGNED BY:
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SEE SHEET CP-504 FOR
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BEDS (TYP.)
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LAWN WITHIN ALL
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PLANT SYMBOL LEGEND
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DOMESTICA FIREPOWER
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JASMINIODES
LI-LAGERSTROEMIA X
"NATCHEZ"
CC-CERCIS CANADENSIS
MV-SWEETBAY MAGNOLIA
PCT-PURPLE LEAF PLUM
GRAPHIC SCALE IN FEET
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SCALE (H): 1.. 40'
SCALE (V): NONE
DESIGNED BY:
DRAWN BY: JAR
QC BY: DATE:
DATE: 04/03/2012
KHA PROJECT NO.:
118319003
y:hf�►l�1bI:38:i
CP503
name: VAB—Civil 6 19003 — Camp Lejeune Phasa I— eslgn CA Ian Sheets P501-11 319003.dwg CP503 Apr 09, 201 12.46pm by. jay.rlley

WETLANDS GRADING & PLANTING NOTES:
TAKEN FROM THE UPDATED DRAFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES,
North Carolina Department of Environment
and Natural Resources Division of Water Quality (NCDENR)
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND
EQUIPMENT.
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE
DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO PERFORMED THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS.
4. AT MATURITY, 50%OF THE INSTALLATION MUST STILL BE GROWING AND HEALTHY.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATION AND THEN FERTILIZED
PERIODICALLY THEREAFTER.
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN
CROPS.
7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE
SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE TREES WHILE STAKING. THE
STAKES SHOULD BE KEPT IN PLACE FOR 6 TO 18 MONTHS.
B. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF
HERBACEOUS GRASSES AERATE -COMPETING THE YOUNG WOODY VEGETATION GROWTH.
GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES OF THE SOIL BIOENGINEERING
ELEMENT. THE NEED FOR WEEDING MAY BE LARGELY ELIMINATED BY MINIMIZING THE
AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL.
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING.
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY
COMPACTED TO A MINIMUM THICKNESS OF 6".
11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO
THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT
RESERVES NEEDED TO SURVIVE THE WINTER.
12, POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL
BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION BECAUSE THEY ARE PRONE
TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND
SHADED.
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE
COVER IN THE WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR RAPID GERMINATION,
SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE
BASIN MUST BE CLEANED OUT, GRADED, AND VEGETATED WITHIN 14 DAYS OF THE
COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN
COMPLETELY STABILIZED.
15, BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB -SOILS, THEY
OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS
GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND MULCH SHOULD BE
ADDED TO ALL DEPTH ZONES IN THE WETLAND FROM 1 FOOT BELOW THE NORMAL POOL
TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH
AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAND OVER THE
SURFACE OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST
COLLECTED AT THE END OF THE GROWING SEASON. AS AN ALTERNATE, TOPSOIL CAN BE
COLLECTED FROM THE SITE AND STOCKPILED DURING CONSTRUCTION.
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO
THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY.
SHRUB AND TREE INSTALLATION:
i. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER
THESE PLANS.
2. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED SHALL BE UNIFORMLY BRANCHED
AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS,
AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS, AND ALL FORMS OF
INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCK OR
VISIBLE WILT. PLANTS DEEMED UNHEALTHY WILL BE REJECTED.
3. ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS
DESCRIBED IN THE CURRENT ISSUE OF "THE AMERICAN STANDARD FOR NURSERY STOCK%
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
4. ALL CONTAINER STOCK SHALL HAVE BEEN PROPAGATED IN A CONTAINER LONG ENOUGH
FOR THE ROOT SYSTEMS TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL.
CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED.
5. PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE
EPAR E
TO THE BARK, BUDS, BRANCHES, STEMS, OR OVERALL SHAPE OF THE STOCK, CONTAINER
GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE BEEN
GROWN.
6. PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ON SITE SHALL BE STORED AND
PROTECTED BY THE CONTRACTOR. OUTSIDE STORAGE AREAS WILL BE SHADED AND
PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED
FROM ANY DRYING AT ALL TIMES BY COVERING THE BALLS OR ROOTS WITH MOIST
SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR
MULCHING MATERIAL.
7. NO SUBSTITUTIONS IN SIZE OR VARIETY OF PLANT MATERIAL SHALL OCCUR WITHOUT THE
PRIOR WRITTEN APPROVAL OF THE OWNER.
8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE
ENGINEER OF ANY VARIANCE FROM PLAN.
9. NO PLANTING IS TO OCCUR WHEN THE SOIL IS FROZEN.
10. CONTRACTOR IS RESPONSIBLE FOR ANY HERBIVORY PROTECTION NEEDED TO ATTAIN
SPECIAL SURVIVAL RATES.
PLANTING SEQUENCING:
11. HOLES FOR INDIVIDUAL PLANTINGS SHALL BE EXCAVATED TO PRODUCE VERTICAL SIDES
AND FLAT BOTTOMS. ALL PLANTING HOLES SHALL HAVE ROUGHED, SCARIFIED SIDES AND
BOTTOMS.
12. APPLY ONE (1) TEN GRAM AGRIFORM FOREST STARTER TABLET OR EQUIVALENT PRODUCT
TO EACH PLANT AS PER MANUFACTURER'S DIRECTIONS ON LABEL AT TIME OF PLANTING.
13. CONTAINERIZED PLANTS SHALL BE SET IN THE PLANTING PIT AT THE PROPER DEPTH ON
TAMPED SOIL. SOIL REMOVED FROM THE PLANTING PIT AND AMENDED AS PER
SPECIFICATIONS SHALL THEN BE FILLED AROUND THE ROOTS AND TAMPED.
14, THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO INDICATED FINAL GRADES IF
DISTURBED BY THE INSTALLATION OF SHRUBS AND TREES.
PROJECT MAINTENANCE AND WARRANTY:
15. CONTRACTOR SHALL MAINTAIN INSTALLED SHRUBS AND TREES WITHIN THE PROJECT
LIMITS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER.
16. FINAL PAYMENT TO THE CONTRACTOR WILL BE AUTHORIZED AFTER ONE (1) YEAR, IF A
MINIMUM OF 80%SURVIVAL OF THE PLANTED MATERIAL HAS BEEN REACHED WITHIN THE
PROJECT LIMITS AS SHOWN ON THIS SHEET.
17, CONTRACTOR SHALL SOD BANKS OF BMP. LIMITS OF SOD SHALL EXTEND FROM 6" ABOVE
NORMAL WATER SURFACE ELEVATION TO TOP OF 4:1 SIDE SLOPES. CONTRACTOR SHALL
PERMANENTLY SEED REMAINDER OF DISTURBED AREAS SURROUNDING POND.
NOT TO SCALE
a name:
"I" I LnI\IJ JILL✓ r\J VVI\1• JII/1LL ✓L 11\JI/ 7 1
MINIMUM SIZE AND CAPACITY OF 4 CUBIC INCHES. 2
SEEDING MIXTURE
SPECIES RATE. 20 LB/ACRE
FOX SEDGE (COREX VULPINOIDEA) 30%
GIANT BUR REED (SPARGANIUM EURYCARPUM) 9%
EASTERN BUR REED (SPARGANIUM OMERICANUM) 8%
BLUE VERVAIN (VERBENA HASTATA) 7%
GREEN BULRUSH SCIRPUS ATROVIRENS 6%
MANY LEAVED BULRUSH (SCIRPUS POLYPHYLLUS)6%
COSMOS SEDGE (CAREX COMOSA) 5%
LURID SEDGE (CAREX LURIDA) 5%
SOFT RUSH SOLUTUS(JUNCUS EFFUSUS VAR. SOLUTUS) 5%
RATTLESNAKE GRASS (GLYCERIA CANADENSIS) 4%
SWAMP MILKWEED (ASCLEPIAS INCARNATA) 2%
BEGGARS TICKS (BIDENS FRONDOSA) 2%
FRINGED SEDGE (CAREX CRINITA) 2%
BLUNT BROOM SEDGE (CAREX SOOPARIA) 2%
AWL SEDGE (CAREX STIPATA) 2%
BLUE FLAG (IRIS VERSICOLOR) 2%
WOOL GRASS (SCIRPUS CYPERINUS) 2%
HOP SEDGE CAREX LUPULINA 1%
JOE PVE WEED (EUPATORIUM FISTULOSUM) 1%
BONESET (EUPATORIUM PERFOLIATUM) 1%
SQUARE STEMMED MONKEY FLOWER (MIMULUS RINGENS) 1%
ARROWHEAD (SAGITTARIA LATIFOLIA) 1%
HARD STEMMED BULRUSH (SCIRPUSACUTUS) 1%
SOFT STEMMED BULRUSH (SCIRPUS VALIDUS) 1%
PURPLE STEMMED ASTER (ASTER PUNICEUS) 0.5%
MARSH MARIGOLD (CALTHA PALUSTRIS) 0.5%
BAILEY'S SEDGE (CAREX BAILEYD 0.5%
BRISTLEBRACT SEDTE (CAREX TRIBULOIDES) 0.5%
TUCKERMANG SEDGE (CAREX TUCKERMANII) 0.5 %
TURTLEHEAD (CHELANE GLABRA) 05-A
DITCH STONECROP(PENTHORUM SEDOIDES) 0.5%
RCUGH LEAVED GOLDENROD (SOLIDAGO PATULA) 0.5%
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OF APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LBIACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
NOTE. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 30
WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
WETLAND SEEDING DISCRIPTION FOR OBL
WETLAND MIX (ERNMIX-131)
PERP
TYPICAL WET POND VEGETATED SHELF
NOT TO SCALE
i SHALLOW LAND PLANTS
2 SHALLOW WATER PLANTS
3 WETLAND SEED MIX (ERNMX-131 OR APPROVED
EQUAL - SEE DESCRIPTION ABOVE).
4 6" DEPTH TILLED / AMENDED SOIL PER
SPECIFICATIONS.
5 ROOT BALL
-IN SANDY / WELL DRAINED SOIL CONDITIONS: SET
TOP SURFACE ELEVATION OF ROOTBALL FLUSH
WITH FINAL EXISTING GRADE.
-IN HEAVY CLAY / POORLY DRAINED SOIL
CONDITIONS: SET TOP SURFACE ELEVATION OF
ROOTBALL4TO}OF ROOTBALL ABOVE
FINAL EXISTING GRADE.
6 EARTHEN SAUCER
7 EXCAVATE PIT TO 2 TIMES THE WIDTH OF
ROOTBALL. SCARIFY SIDES OF PIT SO THAT SIDES
ARE NOT SMOOTH / GLAZED.
8 BACKFILL WITH SOIL PER SPECIFICATIONS.
9 LARGER B&B MATERIAL:
-REMOVE TOPj OF WIRE ROOT BALL BASKET OR
ROOTBALL STRAPS. REMOVE ALL SYNTHETIC
STRAP MATERIAL FROM ENTIRE ROOTBALL.
-REMOVE TOPjOF BURLAP ROOTBALL COVERING.
REMOVE ALL SYNTHETIC COVERING FROM ENTIRE
ROOTBALL.
10 CONTAINER GROWN MATERIAL: REMOVE ENTIRE
CONTAINER FROM AROUND PLANTAND SCARIFY
ROOTBALL PRIOR TO PLANTING,
11 PLACE ROOTBALL ON SOLID SUBGRADE, NOT
LOOSE BACKFILL MATERIAL.
12 UNDISTURBED SUBSOIL.
120•
120' 120•
PLAN
, y 112'
• ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A
TOLERANCE OF THREE DEGREES, UNLESS OTHERWSE
DIRECTED BY OWNER'S REPRESENTATIVE.
Small Tree Planting
SECTION (Less Than 14')
120•
120120'
PLAN
1. PROTECT TREE TRUNK WITH BLACK RUBBER
HOSE.
2. FO GAUGE WRE (NOTE FOR MULTI -TRUNK
TREES, USE SEPARATE GUYS TO STRONGEST
TRUNKS AT CENTER OF EACH).
3, THREE 2' X 8' LODGE POLES SPACE EVENLY
AROUND TREE
4. 3' MINIMUM OF MULCH AS SPECIFIED. WHERE
TREES ARE PLACED IN SOD, MULCH RING
FOR TREES SHALL BE 8' DIAMETER (MIN.) OR
AS DIRECTED BY OWNER'S REPRESENTATIVE.
5. SOIL BERM TO HOLD WATER.
6. FINISHED GRADE (SEE GRADING PLAN)
7. TOP OF ROOTBALL MIN. 1' ABOVE FINISHED
GRADE
B. B & B OR CONTAINERIZED (SEE
SPECIFICATIONS FOR ROOT BALL
REQUIREMENTS).
9. PREPARED PLANTING SOIL AS SPECIFIED.
(SEE LANDSCAPE NOTES)
10. ROOTBALLS GREATER THAN 24' DIAMETER
SHALL BE PLACED ON MOUND OF
UNDISTURBED SOL TO PREVENT SETTLING
ROOTBALLS SMALLER THAN 24' IN DIA. MAY
SIT ON COMPACTED EARTH.
NOTES
A CONTRACTOR SHALL ASSURE PERCOLATION
OF ALL PLANTING PITS PRIOR TO
INSTALLATION.
B. FINAL TREE STAKING DETAILS AND
PLACEMENT TO BE APPROVED BY OWNER.
C. 'TREE SAVER' ANCHORING SYSTEM MAY BE
SUBSTITUTED FOR WOOD STAKING SYSTEM
UPON APPROVAL BY OWNER OR OWNER'S
REPRESENTATIVE
NTS
1. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE.
2. f10 GAUGE WIRE (NOTE FOR MULTI -TRUNK TREES,
USE SEPARATE GUYS TO STRONGEST TRUNKS AT
CENTER OF EACH),
3. THREE 2' X 8' LODGE POLES SPACE EVENLY AROUND
TREE
4. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES
ARE PLACED IN SOD, MULCH RING FOR TREES
PLANTED ON SLOPE SHALL BE UNITED TO MULCH
VATHIN THE PLANT PIT, OR AS DIRECTED BY OWNER'S
REPRESENTATIVE.
5. SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT
'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL
PORTION OF BERM AS REWIRED TO MEET EXISTING
GRADE SOD EXPOSED TOPSOIL SLOPE.
6. FINISHED GRADE (SEE GRADING PLAN)
7. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE
& B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR
ROOT BALL RE(UIREMENTS).
9. PREPARED PLANTING SOIL AS SPECIFIED. (SEE
LANDSCAPE NOTES)
10. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE
PLACED ON MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOTBALLS SMALLER THAN 2r IN
DIAL MAY SIT ON COMPACTED EARTH.
NOTES:
A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL
PLANTING PITS PRIOR TO INSTALLATION.
B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE
APPROVED BY OWNER.
C. TREE SAVER' ANCHORING SYSTEM MAY BE
SUBSTITUTED FOR WOOD STAKING SYSTEM UPON
APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE.
• ALL TREES SHALL BE PLUMB VERTICALLY WTHIN A TOLERANCE OF THREE DEGREES, UNLESS
OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE
Tree Planting on a Slope
SECTION NTS
DIFFERENT PLANTING TREATMENTS
SHOVEL
GENERAL NOTES
A PROVIDE SMOOTH CONTINUOUS EDGE AS
SHOM DIG EDGE WITH COMMON SPADE OR
STRAIGHT BLADE SHOVEL.
Shovel Edge Detail
SECTION
5' MIN.
1. FIVE (5) LAYERS OF BURLAP TO PROTECT TRUNK.
2. TWO STEEL BANDS TO SECURE BATTENS.
3. FIVE 2" X 4" X 18' WOOD BATTENS.
4. 3-2- X B' LODGE POLES. NAIL (DRILL AND NAIL IF
NECESSARY) TO BATTENS 2' X 4" STAKES FLAG
AT MIDPOINT AND AT BASE.
5, 3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES
ARE PLACED IN SOD, MULCH RING FOR LARGE
TREES SHALL BE 8' DIAMETER (MIN.) OR AS
DIRECTED BY OWNER'S REPRESENTATIVE.
6. SOIL BERM TO HOLD WATER.
7. FINISHED GRADE (SEE GRADING PLAN).
8. TOP OF ROOTBALL MIN. 1' ABOVE FINISHED GRADE
9. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR
ROOT BALL REQUIREMENTS).
10, 2" x 4' x 3' (MIN), P.T. WOOD STAKES BURIED 3'
BELOW FINISHED GRADE, OR OWNER APPROVED
STAKING METHOD.
11. PREPARED PLANTING SOIL AS SPECIFIED. (SEE
LANDSCAPE NOTES).
12. ROOTBALLS GREATER THAN 24 DIAMETER SHALL
BE PLACED ON MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING.
NOTES
A CONTRACTOR SHALL ASSURE PERCOLATION OF ALL
PLANTING PITS PRIOR TO INSTALLATION.
B. FINAL TREE STAKING DETAILS AND PLACEMENT TO
BE APPROVED BY OWNER.
C. 'TREE SAVER' ANCHORING SYSTEM MAY BE
SUBSTITUTED FOR WOOD STAKING SYSTEM UPON
APPROVAL BY OWNER OR OWNER'S
REPRESENTATIVE,
• ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A
TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE
DIRECTED BY OWNER'S REPRESENTATIVE.
Large Tree Planting
SECTION (14' " Larger) NTS
BEST FACE OF SHRUB/
GROUNOCOVER TO FACE Y + Y + V +
FRONT OF PLANTING BED. i� A A
REFER TO PLANT �X nr + X + X +
SCHEDULE FOR SPACING.
MAINTAIN 12' DEAD ZONE -
AT BED EDGE. PLAN
4'
TYP.
TYP. SECTION
• ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE
DIRECTED BY OWNER'S REPRESENTATIVE.
Shrub/Groundcover Planting
EXISTING GRAD
(DASHED
• ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS
07HERWSE DIRECTED BY OWNER'S REPRESENTATIVE.
Shrub/Groundcover Plantina on a SI
NOTES:
1. TOP OF SHRUB ROOTBALLS TO BE
PLANTED 1' - 2' HIGH WITH SOIL
MOUNDING UP TO THE TOP OF
ROOTBALL
2 PRUNE ALL SHRUBS TO ACHIEVE A
UNIFORM MASS/HEIGHT.
3. 3" MINIMUM MULCH AS SPECIFIED.
4. EXCAVATE ENTIRE BED SPECIFIED FOR
GROUNDCOVTR BED.
5. FINISHED GRADE (SEE GRADING PLAN).
6. PREPARED PLANTING SOIL AS SPECIFIED.
(SEE LANDSCAPE NOTES) NOTE: WHEN
GROUND- COVERS AND SHRUBS USED IN
MASSES, ENTIRE BED TO BE AMENDED
WITH PLANTING SOIL MIX AS SPECIFIED.
7. SCARIFY RDDTBALL SIDES AND BOTTOM.
NTS
NOTES:
1.
TOP OF SHRUB ROOT13ALLS TO BE
PLANTED 1" - 2" HIGH WITH SOIL
MOUNDING UP TO THE TOP OF
ROOTBALL
2
PRUNE SHRUBS AS DIRECTED BY
OWNER'S REPRESENTATIVE
3.
3' MINIMUM OF MULCH AS SPECIFIED.
WHERE SHRUBS ARE PLACED IN
MASSES, MULCH SHALL BE SPREAD IN
A CONTINUOUS BED.
4.
SOIL BERM TO HOLD WATER. TOP OF
PLANTING PIT 'BERM' TO BE LEVEL
ACROSS PIT. SLOPE DOWNHILL
PORTION OF BERM AS REQUIRED TO
MEET EXISTING GRADE. MULCH OVER
EXPOSED TOPSOIL
5.
FINISHED GRADE (SEE GRADING PLAN)
6.
PREPARED PLANTING SOIL AS
SPECIFIED. (SEE LANDSCAPE NOTES).
7.
SCARIFY ROOTBALL SIDES AND
BOTTOM.
NOTES
A
CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS
PRIOR TO INSTALLATION.
NTS
00
mto
a0 ,
M M
C4 �
N N
LO
r; LO
X
1- ILL.
v
C
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C3 �U
0
N
� Q
CIO
�q\A CARP
3 '.pNDCggp 71
= 1190
Os� � 0
.,,,,,pN•A..MP
SCALE (H):
NA
SCALE (V):
NONE
DESIGNED BY:
DRAWN BY:
JAM
QC BY:
DATE:
DATE:
04/03/2012
SHEET NUMBER
CP505

s
BIORETENTION AREA LANDSCAPE PLANT LIST
TYPE
TOTALS
2
SYMBOL
FP
BOTANICAL NAME
Fraxinus pennsAvanica
CO MON NAME
Swamp Ash
CALIPER
HEIGHT
SPREAD
ROOT
B&B
SPACING
As shown
OTHER
Match
SHADE TREES
3
NS
N sa s vatica
B&B
As shown
EVERGREEN
115
IV
Dwarf Yau on Holly
18
3-GAL.
As shown
SHRUBS
14
vp
Viburnum dentatum
Arrowwood
ig
3-GAL.
As s own
ORNAMENTAL
40
AG
Andro 0 on gerardi
Blue'oint
are
u
"
PV
Panicum vir atum 'HeavyMetal
1-GAL.
"
LEGEND
. . . . . . . . .
UNDER DRAIN PIPE
STORM STRUCTURE / OUTFLOW DEVICE
O
CLEANOUT
O
SHRUB
OSHADE
TREE
DRAIN INLET SEE
CIVIL PLANS
Q:
a
a
d
FBSLAT I'"50 SHOWN:RSTANDARD 6-FO THORIZONTALELENGTH,CONTOURED STANDARD BENCH
STREETSITES SERIES' SURFACE MOUNT
TYPICAL BIORETENTION PLAN
TK. CONC. PAD
MODEL BF-50 STREETSITES SERIES BENCH (6')
AS MANIFACTURED BY VICTOR STANLEY, INC. OR
EQUAL. VWWACTORSTANLEYCOM
3OLT BENCH
;ONCRETE SL
dANUFACTURI
2ECDMENDAA
TK. CONC.
CAPPED CLEANOUT SET INVERT OF UNDERDRAIN
CLEANOUT ABOVE SEDIMENT CLEANOUT MARK
ELEVATION.
BIORETENTION SOIL MIXTURE
DEPTH TO SUPPORT PLANTINGS
2.0' MIN. - GRASS CELLS
3.0' MIN. - CELL W/ TREES
12" PVC OUTLET J
OUTFALLS TO STORMWATER MANHOLE
4
Qi
OVERFLOW STRUCTURE
SEE PLAN SHEETS FOR
SIZE AND INVERTS
SECTION B-B
BIORETENTION SOIL MIXTURE
DEPTH TO SUPPORT PLANTINGS
2.0' MIN. - GRASS CELLS
3.0' MIN. - CELL W/ TREES
SECTION A -A
CLEANOUT MARK
BIORETENTION SOIL MIXTURE REFER TO
"BIORETENTION SOIL MIXTURE AND SURFACE
COVER" NOTES THIS SHEET FOR COMPOSITION
- NATIVE SOIL,
NO COMPACTION
REFER T) GRADING PLAN FOR BIORETENTION AREA DIMENSIONS
OVERFLOW STRUCTURE
SEE PLAN SHEETS FOR
SIZE AND INVERTS
PONDING DEPTH
CLEANOUT MARK TUTU
r- 2' - 4" MULCH
PLANTING AREA, REFER TO PLANTING PLAN THIS
SHEET
N`6" PVC UNDERDRAIN PIPES,
(4" MN.)
NATIVE SOIL, NO COMPACTION
TO GRADING PLAN FOR BIORETENTION AREA DIMENSIONS
1
)ED
YN:11gf1
2' - 4° MULCH
CAPPED CLEANOUT SET INVERT OF
UNDERDRAIN CLEANOUT ABOVE
SEDIMENT CLEANOUT MARK ELEVATION.
NOTES
1. EXCAVATE THE BIORETENTION AREAS TO THE DESIGN DIMENSIONS.
2. LINE BOTTOM OF EXCAVATION UP TO 1.0' BELOW BOTTOM CLASS "C" GEOTEXTILE FABRIC.
3. INSTALL UNDERDRAIN SYSTEM IN THE BOTTOM OF THE EXCAVATION. UNDERDRAIN SYSTEM SHALL BE
6" PVC SDR35, OR SMOOTH WALL CORRUGATED PLASTIC PIPE WITH 3/8" PERFORATIONS ® 5" ON
CENTER (4 HOLES PER ROW). PROVIDE MINIMUM OF 1% SLOPE THROUGHOUT THE PIPE.
4. TIE UNDERDRAIN SYSTEM TO OUTLET PIPE PER THE GRADING PLAN, AND FIT WITH CLEANOUTS.
5. PLACE #57 WASH STONE (GRAVEL) OVER THE UNDERDRAIN TO A DEPTH OF 8 INCHES.
6. PLACE CLASS "C" GEOTEXTILE FABRIC OVER THE GRAVEL, AND TOP WITH A 4" LAYER OF WASHED SAND.
7. BACK FILL WITH A SOIL MIXTURE CONTAINING 80% SAND AND 20% ORGANIC MATERIAL(TOPSOIL)
TO A DEPTH OF 4 FEET. SOIL MUST NOT BE INSTALLED UNTIL ALL OF THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED AND APPROVED BY THE INSPECTOR.
B. INSTALL LANDSCAPING PER BIORETENTION PLANTING PLAN AND PLANTING DETAILS.
9. STABILIZE THE SLOPES DRAINING TO THE BIORETENTION AREA WITH GRASS SOD OR SURROUND
THE AREA WITH SILT FENCE TO PREVENT SEDIMENT FROM CONTAMINATING THE SOIL MIXTURE.
10. SANDY LOAM/LOAMY SAND; FINES SHOULD BE LIMITED TO 20% OR LESS PASSING THROUGH A #200
SIEVE. MINIMUM INFILTRATION RATE=S IN/HR.
PLANTING NOTES:
1. ALL PLANT MATERIAL SHALL COMPLY WITH THE SIZING AND GRADING STANDARDS AS SET FORTH IN THE
MOST CURRENT EDITION IF ANSI Z60.180 - AMERICAN STANDARD FOR NURSERY STOCK.
2. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION FROM THE PROJECT
LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE.
3. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY PROJECT
LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
5. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS
SPECIFIED.
7. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND
8. AFTER INSTALLATION.
9. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL
UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY
AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT
OF THE LANDSCAPE CONSTRUCTION.
12. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE
PRICING THE WORK.
13. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND
PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
14. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO:
WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE
PERIOD OF TIME SHOWN IN SITEWORK SPECIFICATIONS.
15. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE
SITEWORK SPECIFICATIONS BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL
PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD.
16. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2)
WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
17. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE
WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME
SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
18. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE
SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
19. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE
COMPLETELY COVERED WITH HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR INCHES.
20. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION
THROUGHOUT THE CONSTRUCTION PERIOD.
21. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
22.
BIORETENTION SOIL MIXTURE: PERMEABILITY OF 1-6 INCHES PER HOUR (1-2 INCHES PREFERED).
P-INDEX MUST BE LOW BETWEEN 10-30.
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85-88%
CONSTRUCTION SAND
FINES
8-12%
SILT AND CLAY
ORGANIC MATTER
3-5%
PEAT MOSS
MULCH: SHREDDED HARDWOOD BARK SHALL CONSIST OF THE BARK FROM HARDWOOD TREES WHICH HAVE BEEN MILLED AND SCREENED TO
A MAXIMUM 4 IN. PARTICLE SIZE AND PROVIDE A UNIFORM TEXTURE FREE FROM SAWDUST, FOREIGN MATERIALS, AND ANY ARTIFICIALLY
INTRODUCED CHEMICAL COMPOUNDS THAT WOULD BE DETRIMENTAL TO PLANT OR ANIMAL LIFE.
C
N o
O o
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N S
cv a
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c
�> E
� L x
05 m
p ma�
M E
O �[
Lo •- N
O
�
m N
u) v >
O
d
BIORETENTION SOIL MIXTURE BSM)r SHALL BE PLACED AND GRADED USING LOW GROUND -CONTACT PRESSURE EQUIPMENT OR BY �.*`', �N CAIZO
EXCAVATORS AND/OR BACKHOES OPERATING ON THE GROUND ADJACENT TO THE BIORETENTION FACILITY. NO HEAVY EQUIPMENT SHALL BE .`� (R.�•'""""•• W
4" LAYER OF WASHED SAND USED WITHIN THE PERIMETER OF THE BIORETENTION FAGLITY BEFORE, DURING, OR AFTER THE PLACEMENT OF THE BSM. THE BSM SHALL ;` �0BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES FOR THE ENURE AREA OF THE BIORETENTION FACILITY. THE BSM SHALL BE�,�.
- CLASS "C" GEOTEXTILE FABRIC AROUND WASHED COMPACTED BY SATURATING THE ENTIRE AREA OF THE BIORETENTION FACILITY AFTER EACH LIFT OF BSM IS PLACED UNTIL WATER FLOWS 1190 i;
STONE FROM THE UNDERDRAIN. WATER FOR SATURATION SHALL BE APPLIED BY SPRAYING OR SPRINKLING. AN APPROPRIATE SEDIMENT CONTROL N
DEVICE SHALL BE USED TO TREAT ANY SEDIMENT -LADEN WATER DISCHARGED FROM THE UNDERDRAIN. IF THE BSM BECOMES S.
CONTAMINATED DURING THE CONSTRUCTION OF THE FACILITY, THE CONTAMINATED MATERIAL SHALL BE REMOVED AND REPLACED WITH
8" LAYER OF WASHED �157 STONE UNCONTAMINATED MATERIAL AT NO ADDITIONAL COST TO THE OWNER. FINAL GRADING OF THE BSM SHALL BE PERFORMED AFTER A '�,,�S�c �.... ".•�v�.•'
24-HOUR SETTLING PERIOD. FINAL ELEVATIONS SHALL BE WITHIN 2 INCHES OF ELEVATIONS SHOWN ON THE CONTRACT PLANS. �ON A, ppP��,.�`�
THE BIORETENTTON SOIL MIXTURE (BSM) SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER
THAN TWO INCHES EXCLUDING MULCH. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION
AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.
PRIOR TO PLACING THE UNDERDRAIN AND THE BSM, THE BOTTOM OF THE EXCAVATION SHALL BE ROTO-TILLED TO A MINIMUM DEPTH OF 6
6" PVC, SDR35, OR SMOOTH WALL CORRUGATED INCHES TO ALLEVIATE ANY COMPACTION OF THE FACIUTY BOTTOM. ANY SUBSTITUTE METHOD FOR ROTO-TILLING MUST BE APPROVED BY
PLASTIC PIPE WITH 3/8" PERFERATIONS 0 MAX 6" THE ENGINEER PRIOR TO USE. ANY PONDED WATER SHALL BE REMOVED FROM THE BOTTOM OF THE FACILITY AND THE SOIL SHALL BE
ON CENTER (4 HOLES PER ROW)
FRIABLE BEFORE ROTO-TILLING.
REFER TO GRADING PLAN FOR INVERTS AND DESIRED BIORETENTION SOIL MIXTURE PH LIES BETWEEN 5.5 AND 6.5.
CLEANOUT LOCATIONS
PROVIDE MIN. 1% SLOPE THROUGHOUT PIPE ONCE THE PLANTS ARE IN PLACE, THE REMAINING BARE BIORETENTION FACILITY SHALL BE MULCHED TO A UNIFORM THICKNESS OF 3
INCHES. WELL AGED (MINIMUM AGE OF 6 MONTHS) SHREDDED HARDWOOD BARK MULCH IS THE ONLY ACCEPTABLE MULCH.
FINISH GRADE BIORETENTION AREA
BIORETENTION SOIL MIXTURE REFER TO
"BIORETENTTON SOIL MIXTURE AND SURFACE
COVER" NOTES THIS SHEET FOR COMPOSITION
�4"
-BOTTOM OF BIORETENTION SOIL ELEVATION8.
T T
NTS
BIORETENTION SOIL MIXTURE AND SURFACE COVER
SOIL
ED SAND
BOTTOM OF BIORETENTION SOIL
CLASS "C' GEOTEXTILE FABRIC AROUND WASHED
STONE
WASHED #57 STONE
6" UNDERDRAIN PIPES
NATIVE SOIL, NO COMPACTION
UNDERDRAIN CROSS SECTION
NTS
SCALE (H):
NA
SCALE (V):
NONE
DESIGNED BY:
DRAWN BY:
JAM
QC BY
DATE:
DATE:
04/03/2012
SHEET NUMBER
CP506

LINCOLN PARK RESIDENTIAL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
MARCH 21, 2011
VICINITY MAP
1 11=2000'
SHEET INDEX
PRE -DEVELOPED DRAINAGE AREAS
POST -DEVELOPED DRAINAGE AREAS
OVERALL SITE LAYOUT
TYPICAL STREET SECTIONS
OVERALL GRADING AND DRAINAGE
FOREBAY #5
FORFBAY#2
BMP #1
BMP PLANTING PLAN
TYPICAL DUPLEX UNITS PLANTING PLANS
DRAINAGE STRUCTURE DESCRIPTIONS
GRADING AND DRAINAGE DETAILS
EROSION AND SEDIMENT CONTROL DETAILS
ION
wkc
LINCOLN PARK
RESIDENTIAL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
Kimley-Horn
and Associates, Inc.
Suite 300
501 Independence Parkway
Chesapeake, Virginia 23320
Tel: [phone]
Fax: [phone]
(D2011 Kimley—Horn and Associates, Inc.

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6 ^ cn ( W 2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
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CROSSWALK (TYP.) 8 ; : 4B b i I u r I L i }:' �U 9. PRIVCS-ACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET Q'I
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8- ..` E I ' z_ _ 3 3 I I I I I I ( 8 8 I o� I I 8 (/� 10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
3 I ( I AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
I 1_ 2.5' VERTICAL CURB oo I r 1 r I I r r I I I I I -T r 1 I o I Cr' w CLEARLY MARKED BY FENCING, FLAGS, ETC.
& GUTTER (TYP. a rw — — — r 5 ' W
E 11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
' R m OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
4 SOLID WHITE LANE L E
g ! I 15- SETBACK THROUGH RCR 108.
o l I I I I I I TYP t O 'a, �,.
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JY
2 4" YELLOW 8' VERGE
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()i
LEGEND
�a8 ; - - — 1 {-;�'vji •_ . ! ; o II 9 II III II I rI II ) II
1 I 1 I I I
I
--XX- -
TING)m CONTOUR ELEVATIONS(EXIS
a.WHITE MINCHAIN LINK FENCE
+ o 5' SIDEWALK ' 4.5' VERGE SETBA� 13 4.5 VERGE PRIVACY FENCEo3I SKIP
o 10 (1YPI 5' SIDEWALK4YELLOW EXISTING TREE LINE
m LANE UNES R 5' SIDEWALK
S /W
i
I I I L L I EXISTING TREE
v -
I + ; I J L I CLEARING LIMITS
8 �` U 24"i YELLOW GORE r,
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SEE SHEET CS-104
BREWSTER
BLVD.
PHASE
ELEM.
KEY MAP
SITE PLAN NOTES
1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS-503 FOR
ROAD, SIDEWALK AND RIGHT—OF—WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER PAN.
SEE DETAIL SHEET CS-501.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
TYPE.
6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
CS-502.
10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
THROUGH CR-108.
i 12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE '` t
PURPOSES ONLY — TO BE INSTALLED BY OTHERS.
LEGEND
— —XX— — CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
-^---^�-•--^_.,.- EXISTING TREE LINE
EXISTING TREE
<- J
CLEARING LIMITS
PROPERTY LINE AND RIGHT-OF-WAY
— SETBACK LINE
30" CURB AND GUTTER
REVERSE 30" CURB AND GUTTER
STANDARD 6" CURB
CONCRETE SIDEWALK
HANDICAP RAMP
d SIGN
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QC BY: —EYYALDATE: 12/14/10
DATE:
03/21/2011
116319001
SHEET NUMBER
CS-102
name:

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ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER PAN.
SEE DETAIL SHEET CS-501.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
TYPE.
6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
o JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
1 �
(n 9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
U CS-502.
10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
W CLEARLY MARKED BY FENCING, FLAGS, ETC.
W
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
THROUGH CR-108.
W ~12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
W PURPOSES ONLY - TO BE INSTALLED BY OTHERS.
LEGEND
—XX— — CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
- �- -- EXISTING TREE LINE
v✓ EXISTING TREE
CLEARING LIMITS
PROPERTY LINE AND RIGHT-OF-WAY
SETBACK LINE
30" CURB AND GUTTER
REVERSE 30" CURB AND GUTTER
STANDARD 6" CURB
CONCRETE SIDEWALK
HANDICAP RAMP
SIGN
LIGHT POLE
0 40' 80,
GRAPHIC SCALE
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AS NOTED
DESIGNED BY:
EWM
DRAWN BY:
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QC BY: EWM DATE: 12 14 10
DATE:
03/21/2011
116319001
SHEET NUMBER
CS-103
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SITE PLAN NOTES
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ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER PAN.
SEE DETAIL SHEET CS-501.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
TYPE.
6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
CS-502.
10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
THROUGH CR 108.
12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - TO BE INSTALLED BY OTHERS.
LEGEND
— —XX— — CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
^-- - - EXISTING TREE LINE
EXISTING TREE
CLEARING LIMITS
PROPERTY LINE AND RIGHT-OF-WAY
SETBACK LINE
30" CURB AND GUTTER
REVERSE 30" CURB AND GUTTER
STANDARD 6" CURB
CONCRETE SIDEWALK
HANDICAP RAMP
SIGN
LIGHT POLE
0 40' 80'
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DESIGNED BY: EWM
DRAWN BY: MJB
QC BY. EWM DATE: 12/14/1C
DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CS-104
name:

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2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER PAN.
SEE DETAIL SHEET CS-501.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
TYPE.
6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
CS-502.
10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
112. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - TO BE INSTALLED BY OTHERS.)
LEGEND
— —XX— — CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
EXISTING TREE LINE
EXISTING TREE
CLEARING LIMITS
PROPERTY LINE AND RIGHT—OF—WAY
SETBACK LINE
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GRAPHIC SCALE
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SCALE (H):
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DESIGNED BY:
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QC BY: —EWSL' DATE: 12/14/10
DATE:
03/21/2011
116319001
SHEET NUMBER
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r ryt STA. 10+00.00 \
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\ DUPLEX TYPE.
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6C) & ( ) / ` / I 7 DETAILRONTCURB SHEET CSEAK 501,AT EACH DRIVEWAY AS RESIID RESIDENTIAL DRIVEWAY
� ,.. B J � � \ 20' SETBACK
5 x STOP IG 85 / CONNECTION.
°� (R1 )/ �+ \ 15' SETBACK \ \ G/L1 CLEARING 8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
� LIMITS OF
(� _ /p / STRL SI B \ (TYP) PROROSED / C17 66 / JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
€ \ 0 (TYP.) / / \ LIGHT P 2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
W / / / \ / � \ � / � � � \ � / � � � 9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
w R25' / \ \ \ i' CS-502.
TYP 10. WETLANDS PRESENT IN THE AREA SHALL BE
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SEE SHEET CS-108
0 40' 80
GRAPHIC SCALE
SCALE (H):
AS NOTED
SCALE (V):
AS NOTED
DESIGNED BY:
EWM
DRAWN BY:
MJB
QC BY:___EWM DATE: 12/14/10
DATE:
03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CS-106
name:

0
a
SEE SHEET CS-105
KEY MAP
SITE PLAN NOTES
1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS-503 FOR
ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER PAN.
SEE DETAIL SHEET CS-501.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
TYPE.
6. FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
B. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
CS-502.
10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
THROUGH CR-108
{ 12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - TO BE INSTALLED BY OTHERS
LEGEND
— —XX— — CONTOUR ELEVATIONS (EXISTING)
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0 40' 80,
GRAPHIC SCALE
PROPERTY LINE AND RIGHT—OF—WAY
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KHA PROJECT NO.:
116319001
SHEET NUMBER
CS-107
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SEE SHEET CS-105
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4' BLACK VINYL COATED CHAIN LINK
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SEE SHEET CS-503
FOR TYPICAL SECTION
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SEE SHEET CS-503FOR TYPICAL SECTION o
5'x DA
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20' SETBACK SIDEWALK $ / SIDEWALK ^� \ /114
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py
SEE DETAIL SHEET CS-501.
5.
UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
U
TYPE.
6.
FOR A LIST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7.
CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
8.
TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9.
PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
CS-502.
10.
WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
a
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
W
11.
FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
Ei
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
H
TIJROUGH CR-108.
12.
LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - TO BE INSTALLED BY OTHERS
- -XX- -
CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
- -^ -�-^--
EXISTING TREE LINE
(`
EXISTING TREE
CLEARING LIMITS
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SCALE (H): AS NOTED
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DESIGNED BY: EWM
DRAWN BY: MJB
QC BY:-EWM DATE: 12/14/10
DATE: 03/21/2011
KHA PROJECT NO.-,
116319001
SHEET NUMBER
CS-108

\SEE SHEET-CS11 L
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6. FOR A LIST Of LOT NUMBERS AND CORRESPONDING
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7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
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8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
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LLJ
LEGEND
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CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
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EXISTING TREE LINE
EXISTING TREE
CLEARING LIMITS
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PROPERTY LINE AND RIGHT-OF-WAY
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SCALE (V): AS NOTED
DESIGNED BY: EWM
DRAWN BY: MJB
QC BY: — DATE: 12/14/1(
DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CS-109

BREWSTER BLVD.
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ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTIONS.
4. ALL CURB AND GUTTER IS 30" WIDE NTH 2' GUTTER PAN.
SEE DETAIL SHEET CS-501.
5. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND VARY
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH DUPLEX
TYPE.
6. FOR A UST OF LOT NUMBERS AND CORRESPONDING
BUILDING TYPES, SEE SHEET CS-100.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A., FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
9. PRIVACY FENCE SHALL BE 5'. SEE DETAILS ON SHEET
CS-502.
10. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
11. FOR ROAD PROFILES, VERTICAL ALIGNMENT, AND LOCATION
OF UNDERGROUND UTILITIES, REFER TO SHEETS CR-101
_THROUGH CR-108.
12. LIGHT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY - TO BE INSTALLED BY OTHERS.
p� e
1' 5
LEGEND
— —XX— — CONTOUR ELEVATIONS (EXISTING)
CHAIN LINK FENCE
PRIVACY FENCE
- ^- �- -- EXISTING TREE LINE
11.
EXISTING TREE
CLEARING LIMITS
PROPERTY LINE AND RIGHT-OF-WAY
SETBACK LINE
30" CURB AND GUTTER
REVERSE 30" CURB AND GUTTER
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DATE: 03/21 /2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CS-110
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17
SCHOOL
R/W
o� 0
2.5' VERTICAL
CURB & GUTTER
2.0% 2.0%
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5.0' 4.0'40.5' 0.5 '
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wo
TO RIGHT-OF-WAY N
*
70.0'
N
RIGHT-OF-WAY
' NOTE:
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SEE PLANS FOR PROPOSED
SIDEWALK
LOCATIONS - NOT ALWAYS
ON BOTH
SIDES OF THE ROAD.
70' ROW / 46' Street
Three -Way with No Parking on Both
Sides
(Sunset Cove)
0
SCHOOL
R/W
2.5' VERTICAL
CURB &GUTTER
2.07 2.0%
2.0%
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SEE PLANS FOR PROPOSED SIDEWALK
LOCATIONS - NOT ALWAYS ON BOTH
SIDES OF THE ROAD. 60' ROW / 40' Street
Three -Way with No Parking on Both Sides
(Sunset Cove)
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Type 3
*NOTE:
-
SEE PLANS FOR PROPOSED SIDEWALK
LOCATIONS - NOT ALWAYS ON BOTH
55' ROW / 34' S
SIDES OF THE ROAD.
20.0'
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KHA PROJECT NO.:
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SHEET NUMBER
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¢ �.` Ui ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
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C• DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
T - CONNECTION.
_ L�$ 8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
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DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
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r ,
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AND CE-502)
T I�
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WALLS SHALL BE PROTECTED WITH STANDARD RIPRAP
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SHEET CE-501)
Fri
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION SITE IN
STABLE AND HAS ADEQUATE PLANT COVER.
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AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
A
CLEARLY MARKED BY FENCING, FLAGS, ETC.
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a
�j
1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS-503 FOR
ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE SHEETS CR-101 TO CR-108 FOR ROAD PROFILES
AND VERTICAL ALIGNMENTS DATA.
4. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTION.
5. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER
PAN. SEE DETAIL SHEET CS-501.
6. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND 18'
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH
DUPLEX TYPE.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
`
CONNECTION.
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A. FEBRUARY 27,
m
2009. ELEVATIONS ARE BASED ON NAVD 1988
DATUM.
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N
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T.V. WERE MADE BY CALL BEFORE YOU DIG PHONE:
(1-800-682-4949). THE LOCATION OF WATER, SANITARY
SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS PROVIDED BY
MARINE CORP BASE CAMP LEJEUNE PUBLIC WORKS. PHONE:
[phone] EXT. 270
0 40' 80'
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SCALE (H): AS NOTED
SCALE (V): AS NOTED
DESIGNED BY: EWM
DRAWN BY: MJB
QC BY: EWM DATE: 12/14/10
DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-102
rowing name: K: \MKU_UVI

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DATE: 03/21/2011
KHA PROJECT NO.:
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SHEET NUMBER
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SCALE (H): AS NOTED
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DESIGNED BY: EWM
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DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-105

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G DURING CONSTRUCTION. (SEE DETAILS, SHEETS CE-501
AND CE-502)
ID� \ 2. ALL STORM SEWER OUTFALL END SECTIONS AND END
WALLS SHALL BE PROTECTED WITH STANDARD RIPRAP
/ OUTFALL APRON DURING CONSTRUCTION. (SEE DETAIL,
/ SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION SITE IN
STABLE AND HAS ADEQUATE PLANT COVER.
1 } 4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
11� CLEARLY MARKED BY FENCING, FLAGS, ETC.
GRADING AND CONSTRUCTION NOTES:
`� ( 1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS-503 FOR
`J /21 WE ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
� 2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE SHEETS CR-101 TO CR-108 FOR ROAD PROFILES
1LANDS L11�E��, AND VERTICAL ALIGNMENTS DATA.
4. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTION.
/ I 5. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER
/ PAN. SEE DETAIL SHEET CS-501.
f 6. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND 18'
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH
} DUPLEX TYPE.
-IMI�iS OF CLEARING 7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
/ DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
WETLANDS CONNECTION.
/
8. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A. FEBRUARY 27,
/ A 2009. ELEVATIONS ARE BASED ON NAVD 1988
/ DATUM.
EXISTING UTILITIES:
r
WETLANDS LINE --I
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION ARE
APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO DIGGING.
LOCATION OF NATURAL GAS, TELEPHONE, FIBER OPTIC, CABLE
T.V. WERE MADE BY CALL BEFORE YOU DIG PHONE:
(1-800-682-4949). THE LOCATION OF WATER, SANITARY
SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS PROVIDED BY
MARINE CORP BASE CAMP LEJEUNE PUBLIC WORKS. PHONE:
[phone] EXT. 270
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DESIGNED BY: EWM
DRAWN BY: MJB
QC BY: E ALDATE: 12/14/10
DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-106

name:
LIMITS OF CLEARING
SEE SHEET CG-105
SEE SHT. CG-500 FOR
DRAINAGE STRUCTURE
DESCRIPTIONS.
-i
,
I?
R
.
KEY MAP
EROSION AND SEDIMENT CONTROL NOTES:
1.
ALL CURB INLETS AND CATCH BASINS SHALL BE
PROTECTED WITH STANDARD NCDOT INLET PROTECTION
DURING CONSTRUCTION. (SEE DETAILS, SHEETS CE-501
AND CE-502)
2.
ALL STORM SEWER OUTFALL END SECTIONS AND END
WALLS SHALL BE PROTECTED WITH STANDARD RIPRAP
OUTFALL APRON DURING CONSTRUCTION. (SEE DETAIL,
SHEET CE-501)
00
0
3.
STANDARD EROSION AND SEDIMENT CONTROL FEATURES
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION SITE IN
STABLE AND HAS ADEQUATE PLANT COVER.
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WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
WGRADING
AND CONSTRUCTION NOTES:
1.
SEE ROADWAY TYPICAL SECTIONS, SHEET CS-503 FOR
(n
ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
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2.
ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
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3.
SEE SHEETS CR-101 TO CR-108 FOR ROAD PROFILES
AND VERTICAL ALIGNMENTS DATA.
4.
SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTION.
I �. 5AND WITH 2 GUTTER
�� FFE=24 50 L 3 • • �' 1 7 r- SEE DETAIL SHEET CS-501
PAN
. 0. AC822.39 GUTTER IS 30 WIDE
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ARCHITECTURAL PLANS FOR EACH
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2009. ELEVATIONS ARE BASED ON NAVD 1988
DATUM.
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION ARE
APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO DIGGING.
LOCATION OF NATURAL GAS, TELEPHONE, FIBER OPTIC, CABLE
T.V. WERE MADE BY CALL BEFORE YOU DIG PHONE:
(1-800-682-4949). THE LOCATION OF WATER, SANITARY
SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS PROVIDED BY
MARINE CORP BASE CAMP LEJEUNE PUBLIC WORKS. PHONE:
[phone] EXT. 270
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DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-107

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DESCRIPTIONS.
KEY MAP
EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CURB INLETS AND CATCH BASINS SHALL BE
PROTECTED WITH STANDARD NCDOT INLET PROTECTION
DURING CONSTRUCTION. (SEE DETAILS, SHEETS CE-501
AND CE-502)
2. ALL STORM SEWER OUTFALL END SECTIONS AND END
WALLS SHALL BE PROTECTED WITH STANDARD RIPRAP
OUTFALL APRON DURING CONSTRUCTION. (SEE DETAIL,
SHEET CE-501)
3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION SITE IN
STABLE AND HAS ADEQUATE PLANT COVER.
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
AREAS THAT ARE NOT TO BE DISTURBED SHALL BE
CLEARLY MARKED BY FENCING, FLAGS, ETC.
GRADING AND CONSTRUCTION NOTES:
1. SEE ROADWAY TYPICAL SECTIONS, SHEET CS-503 FOR
ROAD, SIDEWALK AND RIGHT-OF-WAY DIMENSIONS.
2. ALL ROADWAY DIMENSIONS ARE FROM FACE OF CURB.
3. SEE SHEETS CR-101 TO CR-108 FOR ROAD PROFILES
AND VERTICAL ALIGNMENTS DATA.
4. SEE PAVING PLAN SHEET CS-200 FOR PAVEMENT
SECTION.
5. ALL CURB AND GUTTER IS 30" WIDE WITH 2' GUTTER
PAN. SEE DETAIL SHEET CS-501.
6. UNIT DRIVEWAY CONNECTIONS ARE CONCRETE AND 18'
IN WIDTH. SEE ARCHITECTURAL PLANS FOR EACH
DUPLEX TYPE.
7. CONSTRUCT CURB BREAK AT EACH DRIVEWAY AS PER
DETAIL ON SHEET CS-501, RESIDENTIAL DRIVEWAY
CONNECTION.
B. TOPOGRAPHIC AND LAND LEASE SURVEY PREPARED BY
JOHN L. PIERCE AND ASSOCIATES, P.A. FEBRUARY 27,
2009. ELEVATIONS ARE BASED ON NAVD 1988
DATUM.
EXISTING UTILITIES:
ALL UNDERGROUND UTILITIES AND FORCE MAIN LOCATION ARE
APPROXIMATE, AND SHOULD BE VERIFIED PRIOR TO DIGGING.
LOCATION OF NATURAL GAS, TELEPHONE, FIBER OPTIC, CABLE
T.V. WERE MADE BY CALL BEFORE YOU DIG PHONE:
(1-800-682-4949). THE LOCATION OF WATER, SANITARY
SEWER, AND ELECTRIC, WAS TAKEN FROM MAPS PROVIDED BY
MARINE CORP BASE CAMP LEJEUNE PUBLIC WORKS. PHONE:
[phone] EXT. 270
0 40' 80'
GRAPHIC SCALE
APR 0 S 2011
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SCALE (H):
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SCALE (V):
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DESIGNED BY:
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DRAWN BY:
MJB
QC BY:--E2MLDATE: 12/14/10
DATE:
03/21/2011
116319001
SHEET NUMBER
CG-108
— Cnme Iwiauna HDL151NC\1190D1—ACAU20U/\CWa\Sheet Set\JlWUUI —

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SEE SHT. CG-500 FOR OF
DESCRIPTIONS.
DRAINAGE
V
E
EROSION AND SEDIMENT CONTROL NOTES:
60" INV. IN 6.78
1. ALL CURB INLETS AND CATCH BASINS SHALL BE
PROTECTED WITH STANDARD NCDOT INLET PROTECTION
DURING CONSTRUCTION. (SEE DETAILS, SHEETS CE-501
FOREBAY1A
I AND CE-502)
-FOREBAY 1B
30' W FOREBAY 2. ALL STORM SEWER OUTFALL END SECTIONS AND END
SPILLWAY WALLS SHALL BE PROTECTED WITH STANDARD RIPRAP
E EL = 11.00 OUTFALL APRON DURING CONSTRUCTION. (SEE DETAIL,
SHEET CE-501)
�0 I 3. STANDARD EROSION AND SEDIMENT CONTROL FEATURES
1
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION SITE IN
AND HAS ADEQUATE PLANT COVER.
011 5! WIDE FOREBAY
4. WETLANDS PRESENT IN THE AREA SHALL BE PROTECTED.
EMBANKMENT AREAS THAT ARE NOT TO BE DISTURBED SHALL BE A 1
% SEE SHEET CG-503 TOP EL = 12.
0 CLEARLY MARKED BY FENCING, FLAGS, ETC,
FOR BMP #1
(PROPOSED)
SECTION A -A CROSS
o _ \
7
FOUNTAIN, SEE LIMITS ,OF CLEARING
DETAILS SHEET
CG-504 0
BMP #1 A
5 TOB=19.0
100' W EMERGENCY NWSE=11.0
SPILLWAY
's EL. 18.00
fi
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14.6 C.Y. CLASS aD
gAl RIP -RAP
o (LA = 24') ACCESS
,�lWAINTENANCE
I "
100'-24' RCP 0 0.50% EASEMENT
INV.=19,79
48* CONCRETE RISER
� �� \ ' I' n CREST EL = 14.00
8" ORIFICE EL = 11.00
IJ�
KEY MAP
Z Al
8 7-
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- - - - - - - - - - -
INV.=10.20
2 - z
DRAINAGE DITCH 13
BASE = 2' W
9
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"ZI -20 AFR 0 8 2011
-21
GRAPHIC SCALE .5Ngcqogl5
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SCALE (H):
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SCALE (V):
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DESIGNED BY:
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DRAWN BY:
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QC BY:
DATE:
DATE:
03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-109

e
0
WETLANDS GRADING& PLANTING NOTES:'"
TAKEN FROM THE UPDATED DRAFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES,
North Carolina Department of Environment
3,
and Natural Resources Division of Water Quality (NCDENR)
1,3 Cc
;
''",
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND
y '` �' 3,;•
EQUIPMENT.
„� ' •' s'1•> t `k-- - -
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE
DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO PERFORMED THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS.
4. AT MATURITY, 50% OF THE INSTALLATION MUST STILL BE GROWING AND HEALTHY.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATION AND THEN FERTILIZED
'f
PERIODICALLY THEREAFTER.
_ -
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN
'
CROPS.
'"' - IT
7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE
...._ _ �:- '` - y T
SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE TREES WHILE STAKING. THE
'- r x4
STAKES SHOULD BE KEPT IN PLACE FOR 6 TO 18 MONTHS.
_
B. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF
HERBACEOUS GRASSES AERATE -COMPETING THE YOUNG WOODY VEGETATION GROWTH.
GRASS SHOULD BE REMOVED TO ABOUT O N ALL SIDES OF THE SOIL BIOENGINEERING
6
ELEMENT. THE NEED FOR WEEDING MAY BE LARGELY ELIMINATED BY MINIMIZING THE
\
AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL.
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING.
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY
COMPACTED TO A MINIMUM THICKNESS OF 6".
r ,,
TRANSPLANTINGEXTENDS FROM EARLY APRIL TO MID-JUNE SO
11. THE OPTIMAL PERIOD FORSWILLAVE
THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT
RESERVES NEEDED TO SURVIVE THE WINTER.
12. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL
- 1' r
BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION BECAUSE THEY ARE PRONE
/•
/ .00
�_
TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND
!
SHADED.
\
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE > Sj
COVER IN THE WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR RAPID GERMINATION, `-
SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE
BASIN MUST BE CLEANED OUT, GRADED, AND VEGETATED WITHIN 14 DAYS OF THE
COMPLETION OF THE CONSTRUCTION, PROVIDED THATTHE DRAINAGE AREA HAS BEEN
COMPLETELY STABILIZED. s
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUBSOILS, THEY
OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS \ `• r."10
GROWTH OF PLANTS AT THESE SITES, 12' OF TOPSOIL OR WETLAND MULCH SHOULD BE`
ADDED TO ALL DEPTH ZONES IN THE WETLAND FROM 1 FOOT BELOW THE NORMAL POOL
TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH
AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAND OVER THE 1-4-
SURFACE OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST
COLLECTED AT THE END OF THE GROWING SEASON. AS AN ALTERNATE, TOPSOIL CAN BE
COLLECTED FROM THE SITE AND STOCKPILED DURING CONSTRUCTION.
_ I 21.10
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO -,
THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY.-
/
SHRUB AND TREE INSTALLATION. r `, 1:> IA
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER
THESE PLANS
2. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED SHALL BE UNIFORMLY BRANCHED
AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS,
AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS, AND ALL FORMS OF - r \ /
INFESTATION ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCK OR - � N _
VISIBLE WILT. PLANTS DEEMED UNHEALTHY WILL BE REJECTED. + 1 f I Q ;
3. ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS _ \ r
DESCRIBED IN THE CURRENT ISSUE OF "THE AMERICAN STANDARD FOR NURSERY STOCK",
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. , .� 4
4. ALL CONTAINER STOCK SHALL HAVE BEEN PROPAGATED IN A CONTAINER LONG ENOUGH
FOR THE ROOT SYSTEMS TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL.
CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED. + -`
5. PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE
TO THE BARK, BUDS, BRANCHES, STEMS, OR OVERALL SHAPE OF THE STOCK. CONTAINER .) +
GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE BEEN
GROWN.
_ _ T 6. PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ON SITE SHALL BE STORED AND
PROTECTED BY THE CONTRACTOR. OUTSIDE STORAGE AREAS WILL BE SHADED AND
PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED
'I " 9
i/L
i a•r�T
1 SHALLOW LAND PLANTS
O2 SHALLOW WATER PLANTS
1
3 WETLAND SEED MIX (ERNMX-131 OR APPROVED
O EQUAL- SEE DESCRIPTION ABOVE).
O4 6" DEPTH TILLED /AMENDED SOIL PER
SPECIFICATIONS.
5 ROOT BALL
-IN SANDY / WELL DRAINED SOIL CONDITIONS: SET
B 5 TOP SURFACE ELEVATION OF ROOTBALL FLUSH
O
10 WITH FINAL EXISTING GRADE.
11 10 11
12 -IN HEAVY CLAY / POORLY DRAINED SOIL
5 5 7 CONDITIONS: SET TOP SURFACE ELEVATION OF
8 ROOTBALL jTO}OF ROOTBALL ABOVE
TYPIC VEGETATED SHELF DETAIL FINAL EXISTING GRADE.
NOT TO SCALE
- i
i
E I l' B 1 31B i� ' 1 4
FFE 23.A0 I FFE 4.75 I / B B
I \ FFE 25.45- FFE 28.
f 1
1
6 EARTHEN SAUCER 10 CONTAINER GROWN MATERIAL: REMOVE ENTIRE M M
CONTAINER FROM AROUND PLANT AND SCARIFY
7 EXCAVATE PIT TO 2 TIMES THE WIDTH OF ROOTBALL PRIOR TO PLANTING. ('Go
ROOTBALL. SCARIFY SIDES OF PIT SO THAT SIDES I
ARE NOT SMOOTH / GLAZED. 11 PLACE ROOTBALL ON SOLID SUBGRADE, NOT LO
LOOSE BACKFILL MATERIAL. E CU
8 BACKFILL WITH SOIL PER SPECIFICATIONS. O LO
12 UNDISTURBED SUBSOIL.
9 LARGER B&B MATERIAL: = y i
-REMOVE TOP j OF WIRE ROOT BALL BASKET OR �% col
ROOTBALL STRAPS. REMOVE ALL SYNTHETIC Gi Q
STRAP MATERIAL FROM ENTIRE ROOTBALL. C -a
C_ U
-REMOVE TOP } OF BURLAP ROOTBALL COVERING. cc c
REMOVE ALL SYNTHETIC COVERING FROM ENTIRE
ROOTBALL. cc N
M
co
cc
a 10
SEE SHEET CP-108 C CO
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- 1
II
FROM ANY DRYING AT ALL TIMES BY COVERING THE BALLS OR ROOTS WITH MOIST
SAWDUST WET BURLAP, WOOD CHIPS, SHREDDED BARK PEAT MOSS, OR OTHER SIMILAR '
MULCHING MATERIAL
7. NO SUBSTITUTIONS IN SIZE OR VARIETY OF PLANT MATERIAL SHALL OCCUR WITHOUT THE / /- ✓
PRIOR WRITTEN APPROVAL OFTHE OWNER _ s
8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE `/ SOD / SEED LEGEND
ENGINEER OF ANY VARIANCE FROM PLAN. C + \\
9. NO PLANTING IS TO OCCUR WHEN THE SOIL IS FROZEN.', 21 / d SOD (CENTIPEDE)
10. CONTRACTOR IS RESPONSIBLE FOR ANY HERBIVORY PROTECTION NEEDED TO ATTAIN
SPECIAL SURVIVAL RATES
PLANTING SEQUENCING: -
11. HOLES FOR INDIVIDUAL PLANTINGS SHALL BE EXCAVATED TO PRODUCE VERTICAL SIDES -' / 1 PERMANENT SEED (SEE SHEET \ Nt
AND FLAT BOTTOMS. ALL PLANTING HOLES SHALL HAVE ROUGHED, SCARIFIED SIDES AND FORE BAY I )
/ SCHEDULES .
BOTTOMS.-
12. APPLY ONE (1) TEN GRAM AGRIFORM FOREST STARTER TABLET OR EQUIVALENT PRODUCT 1 B
-501 FOR SEEDING
TO EACH PLANT AS PER MANUFACTURER'S DIRECTIONS ON LABEL AT TIME OF PLANTING.
13. CONTAINERIZED PLANTS SHALL BESET IN THE PLANTING PIT AT THE PROPER DEPTH ON
TAMPED SOIL. SOIL REMOVED FROM THE PLANTING PIT AND AMENDED AS PER
SPECIFICATIONS SHALL THEN BE FILLED AROUND THE ROOTS AND TAMPED.
14. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO INDICATED FINAL GRADES IF
DISTURBED BY THE INSTALLATION OF SHRUBS AND TREES. PROJECT MAINTENANCE AND WARRANTY: - s:'. ••
BMP #1f
15. CONTRACTOR SHALL MAINTAIN INSTALLED SHRUBS AND TREES WITHIN THE PROJECT
LIMITS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. \
16. FINAL PAYMENT TO THE CONTRACTOR WILL BE AUTHORIZED AFTER ONE(1)YEAR, IFA':� i `t
MINIMUM OF 80% SURVIVAL OF THE PLANTED MATERIAL HAS BEEN REACHED WITHIN THE
PROJECT LIMITS AS SHOWN ON THIS SHEET. _ -- ` .. I •i,, TO B-19.0',;
17. CONTRACTOR SHALL SOD BANKS OF BMP. LIMITS OF SOD SHALL EXTEND FROM NORMAL (P !
WATER SURFACE ELEVATION TO TOP OF 4:1 SIDE SLOPES, CONTRACTOR SHALL 4 '
PERMANENTLY SEED REMAINDER OF DISTURBED AREAS SURROUNDING POND.
P
Q 0
{
PERMANENT SEEDING t
@r
0
J
�a
OI a
00 PERMANENT SEEDING
CTI
N: I
l
Nina name: H 0_ I I 1 Camp Lejeune 1 - A wg shee set 1 1 - - 0 . DWG CP-109 ar 4
�t
FOREBAY
1A
i
i'
POND PLANTING SCHEDULE
0
a
I�
50' 100' �I
GRAPHIC SCALE
a
TYPE
SYMBOL
QUANITY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
WATER DEPTH
NONE
SHALLOW
LAND
PLANTS
RP
61
Rosa palustris
SWOTTID Rose
5-GAL.
5' O.C.
CO
80
Connus amomum
Silky Dogwood
5-GAL.
5' O.C.
IG
81
Ilex glabra
Ink Berry
5-GAL.
5' O.C.
VC
84
Voccinium crassifolium
Creeping Blueberry
5-GAL
5' O.C.
IVS
92
Itea vir inica
Sweets ire
5-GAL.
1 5' O.C.
SHALLOW
CL
783
Canna spp.
Canna Lill
1-GAL
24` O.C.
Up to 6"
WATER
PLANTS
-
=
=
-
SC
1277
Saururus cemuus
Limrd Tail
Bare Root
15" O.C.
Up to 6"
'.'.'.'.'.'.«.'
IV
1178
Iris versicolor
Blue Flog Iris
1-GAL
18" O.C.
Up to 6"
JE
900
Juncus effesus
Soft Rush
Bare Root
18" O.C.
I Up to 6"
SEEDING MIXTURE
SPECIES RATE: 20 US ACRE
FOX SEDGE (COREX VULPINOIDEA) 30%
GIANT BUR REED (SPARGANIUM EURYCARPUM) 9%
EASTERN BUR REED (SPARGANIUM OMERICANUM) 8%
BLUE VERVAIN (VERBENA HASTATA) 7%
GREEN BULRUSH (SCIRPUS ATROVIRENS) 6%
MANY LEAVED BULRUSH (SCIRPUS POLYPHYLLUS) 6%
COSMOS SEDGE (CAREX COMOSA) 5%
LURID SEDGE (CAREX LURIDA) 5%
SOFT RUSH SOLUTUS (JUNCUS EFFUSUS VAR. SOLUTUS) 5%
RATTLESNAKE GRASS (GLYCERIA CANADENSIS) 4%
SWAMP MILKWEED (ASCLEPIAS INCARNATA) 2%
BEGGARS TICKS (BIDENS FRONDOSA) 2%
FRINGED SEDGE (CARER CRINITA) 2%
BLUNT BROOM SEDGE (CAREX SCOPARIA) 2%
AWL SEDGE (CAREX STIPATA)2%
BLUE FLAG (IRIS VERSICOLOR) 2%
WOOL GRASS (SCIRPUS CYPERINUS) 2%
HOP SEDGE (CAREX LUPULINA)1%
JOE PYE WEED (EUPATORIUM FISTULOSUM) 1 %
BONESET (EUPATORIUM PERFOLIATUM)1%
SQUARE STEMMED MONKEY FLOWER (MIMULUS RINGENS) 1 %
ARROWHEAD (SAGITTARIA LATIFOLIA)1%
HARD STEMMED BULRUSH (SCIRPUS ACUTUS)1 %
SOFT STEMMED BULRUSH (SCIRPUS VALIDUS)1%
PURPLE STEMMED ASTER (ASTER PUNICEUS) 0.5%
MARSH MARIGOLD (CALTHA PALUSTRIS) 0.5%
BAILEY'S SEDGE (CAREX BAILEYI) 0.5%
BRISTLEBRACT SEDTE (CARER TRIBULOIDES) 0.5%
TUCKERMAN'S SEDGE (CAREX TUCKERMANII) 0.5%
TURTLEHEAD(CHELANE GLABRA)0.5%
DITCH STONECROP (PENTHORUM SEDOIDES) 0.5%
ROUGH LEAVED GOLDENROD (SOLIDAGO PATULA) 0.5%
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OF APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
ORA MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
NOTE: GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 30
WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
WETLAND SEEDING DISCRIPTION FOR OBL
WETLAND MIX (ERNMIX-131)
PHASE 1
ELEM.
SCHOOL
- REWSTER BLVD.
10
Q
10 08:
d ?E t
PHASE 1
r 1,
} 1,' LEASE LINE
x �
KEY MAP
SCALE (H): AS NOTED
SCALE (V): AS NOTED
DESIGNED BY: EWM
DRAWN BY: MJB
QC BY: JAM DATE:jy 14 10
DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CP-109
10
Q
10 08:
d ?E t
PHASE 1
r 1,
} 1,' LEASE LINE
x �
KEY MAP
SCALE (H): AS NOTED
SCALE (V): AS NOTED
DESIGNED BY: EWM
DRAWN BY: MJB
QC BY: JAM DATE:jy 14 10
DATE: 03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CP-109

BMP 1
DRAINAGE DESCRIPTIONS
Al
A21
NCDOT DROP INLET
NCDOT DROP INLET
RIM =21.30
RIM =20.80
INV OUT (A4) = 17.30
INV OUT (A22) = 17.44
Al - A4 155 LF 15" RCP ® 0.60%
A21 - A22 137 LF 18" RCP ® 0.20%
A2
A22
NCDOT DROP INLET
NCDOT CATCH BASIN
RIM = 21.60
RIM = 21.20
INV OUT (A3) = 17.60
INV IN (A21) = 17.17
A2 - A3 166 LF 15" RCP ® 0.60%
INV OUT (23) = 17.17
A22 - A23 33 LF 18" RCP ® 0.21%
A3
NCDOT CATCH BASIN
A23
RIM = 23.15
NCDOT CATCH BASIN
INV IN (A2) = 16.60
RIM = 21.20
INV OUT (A4) = 14.00
INV IN (A39) = 17.10
A3 - A4 29 LF 18" RCP ® 0.40%
INV IN (A22) = 17.10
INV OUT (25) = 17.10
$
A4
A23 - A25 229 LF 30" RCP ® 0.30%
'....
NCDOT CATCH BASIN
RIM = 23.15
A24
INV IN (A3) = 13.89
NCDOT CATCH BASIN
a
INV IN (Al) = 16.37
RIM = 23.18
INV OUT (A6) = 12.65
INV OUT (A25) = 18.00
A4 - A6 282 LF 24" RCP ® 0.30%
A24 - A25 35 LF 12" RCP ® 0.31%
E
A5
A25
x
NCDOT DROP INLET
NCDOT CATCH BASIN
8
RIM = 21.50
RIM = 23.17
INV OUT (A6) = 18.25
INV IN (A23) = 16.41
o
A5 - A6 159 LF 15" RCP ® 0.50%
INV IN (A24) = 17.89
INV OUT (A26) = 16.41
A6
A25 - A26 249 LF 30" RCP ® 0.30%
s
NCDOT CATCH BASIN
a
RIM = 22.75
A26
-
INV IN (A4) = 11.80
NCDOT CATCH BASIN
%
INV IN (A5) = 17.46
RIM = 23.23
INV OUT (All) = 11.80
INV IN (A25) = 15.66
A6 - All 50 LF 24" RCP ® 0.30%
INV OUT (A27) = 15.66
S
o
A26 - A27 84 LF 30" RCP ® 0.30%
A9
NCDOT CATCH BASIN
A27
RIM = 22.25
NCDOT CATCH BASIN
a
INV OUT (A10) = 18.75
RIM = 23.41
A9 - A10 29 LF 12" RCP ® 0.50%
INV IN (A26) = 15.41
x
o
INV IN (Cl) = 15.37
A10
INV OUT (A29) = 14.01
E
NCDOT CATCH BASIN
A27 - A29 202 LF 48" RCP ® 0.30%
„
RIM = 22.25
INV IN (A9) = 18.61
A28
INV OUT (All) = 18.61
STAND PIPE (SEE FOREBAY 2 DETAILS)
o
A10 - All 40 LF 15" RCP ® 0.50%
RIM = 13.50
INV OUT (A29) = 8.80
m
All
A28 - A29 131 LF 48" ® 0.14%
°
NCDOT CATCH BASIN
€
RIM = 23.00
A29
6
INV IN (A6) = 11.65
NCDOT CATCH BASIN
r
INV IN (A10) = 18.41
RIM = 24.50
INV OUT (AllA) = 11.65
INV IN (A27) = 13.40
All - A11A 117 LF 24" RCP ® 0.30%
INV IN (A28) = 8.62
E
INV OUT (A30) = 8.62
A11A
AlIA
A29 - A30 246 LF 48" RCP ® 0.15%
$
DROP INLET
NCDOTRIM
= 21.70
INV IN (All) = 11.30
NCDOT CATCH BASIN
E
INV OUT (Al2) = 11.30
RIM = 23.54
A11A - Al2 79 LF 30" RCP ® 0.30%
INV IN (A29) = 8.25
INV OUT (A31) = 8.25
"
$
Al2
A30 - A31 134 LF 48" RCP ® 0.15%
NCDOT CATCH BASIN
E
RIM = 22.37
A31
INV IN (A1lA) = 11.06
NCDOT CATCH BASIN
INV OUT (A15) = 11.06
RIM = 22.24
Al2 - A15 140 LF 30" RCP ® 0.30%
INV IN (A30) = 8.05
b
INV OUT (A32) = 8.05
E
A13
A31 - A32 29 LF 48" RCP ® 0.14%
-
NCDOT DROP INLET
a
RIM = 19.90
A32
a
INV OUT (A14) = 17.15
NCDOT CATCH BASIN
•
A13 - A14 147 LF 15" RCP ® 0.50%
RIM = 22.24
a
INV IN (A31) = 8.01
A14
INV OUT (A33) = 8.01
o
NCDOT CATCH BASIN
A32 - A33 45 LF 48" RCP ® 0.16%
$
RIM = 21.60
a
INV IN (A13) = 16.42
A33
INV OUT (A15) = 13.75
NCDOT CATCH BASIN
A14 - A15 29 LF 18" RCP ® 0.50%
RIM = 22.33
INV IN 019) = 9.46
INV IN (A32) = 7.94
NCDOT CATCH BASIN
INV OUT (A35) =7.94
21.60
RIM = 21.60
A33 - A35 341 LF 54" RCP ® 0.10%
a
INV IN = 10.64
o
INV IN (A14) = 13.61
A35
o
INV OUT (A17) = 10.64
NCDOT MANHOLE
E
A15 - A17 287 LF 36" RCP ® 0.30%
RIM = 28.50
2
INV IN (A33) = 7.60
a
A16A
INV OUT (A37) = 7.60
NCDOT DROP INLET
A35 - A37 105 LF 60" RCP ® 0.10%
$
RIM = 21.00
INV OUT (A16) = 17.50
A37
5`
A16A - A16 80 LF 12" RCP ® 0.50%
NCDOT CATCH BASIN
'
RIM = 25.00
A16
INV IN (A40) = 18.18
NCDOT CATCH BASIN
INV IN (A35) = 7.49
a
RIM = 23.03
INV OUT (A47) = 7.49
€
INV IN (A16A) = 17.10
A37 - A47 168 F 60" RCP ® 0.20%
INV OUT (A17) = 17.10
A16 - A17 38 LF 15" RCP ® 0.50%
A38
NCDOT CATCH BASIN
A17
RIM = 22.00
NCDOT CATCH BASIN
INV IN (A20) = 17.53
o
RIM = 22.24
INV OUT (A39) = 17.53
EINV
IN (A16) = 16.91
A38 - A39 29 LF 18" RCP ® 0.31%
78
INV IN (Al5) = 9.
?
INV OUT (A18) = 9.78
A39
A17 - A18 30 LF 36" RCP ® 0.30%
NCDOT CATCH BASIN
°
RIM = 22.00
A''
INV IN (A38) = 17.44
.c
•
NCDOT CATCH BASIN
INV OUT (A23) = 17.44
RIM = 22.24
= 22.2(A17
A39 - A23 113 LF 18" RCP ® 0.30%
$
INV = 9.69
INV OUT (A19) = 9.69
A40
A18 - A19 46 LF 36" RCP ® 0.26%
NCDOT CATCH BASIN
o
RIM = 25.00
a
A19
INV OUT (A37) = 18.25
9
NCDOT CATCH BASIN
440 - A37 35 LF 15" RCP ® 0.20%
RIM = 22.33
INV IN (Al8) = 9.57
A47
D
INV OUT (A33) = 9.57
NCDOT CONCRETE JUNCTION BOX
S
A19 - A33 36 LF 36" RCP ® 0.30%
WITH MANHOLE
`g
RIM = 29.50
A20
3 INV IN (A37) = 7.16
$
NCDOT CATCH BASIN
INV OUT (A48) = 7.16
S
RIM = 22.12
A47 - A48 252 LF 60" RCP ®0.15%
INV OUT (A38) = 17.61
b
0
A20 - A38 25 LF 18" RCP ® 0.32%
A48
0
60" END SECTION WITH
s
8.9 CY CLASS Al (Dm = 0.5 FT)
€
RIP -RAP (LA = 10', D = 1.5')
E
INV = 6.78
a
t
FOREBAY 2
DRAINAGE DESCRIPTIONS
B1
NCDOT END SECTION
INV OUT (62) = 10.30
81 - B2 113 LF 42" RCP ® 0.30%
82
NCDOT CATCH BASIN
RIM = 23.14
INV IN (B1) = 9.96
INV OUT (B3) = 8.75
B2 - B3 144 LF 42 RCP ® 0.30%
B3
DRIM
NCDOT CATCH
BASIN
RIM = 22.90
INV IN (B2) =
8.32
INV OUT (617)
= 8.32
B3 - B17 30
LF 42" RCP ® 0.21%
B6
NCDOT CATCH
BASIN
RIM = 23.30
INV OUT (B7)
= 19.30
B6 - B7 28
LF 12" RCP ® 0.50%
B7
NCDOT CATCH
BASIN
RIM = 23.30
INV IN (B6) =
19.16
INV OUT (B17)
= 19.16
B7 - B17 258 LF 15" RCP ® 0.50%
B8
NCDOT CATCH
BASIN
RIM = 21.32
INV OUT (B9)
= 17.97
B8 - B9 40
LF 12" RCP ® 0.50%
B9
NCDOT CATCH
BASIN
RIM = 21.32
INV IN (88) =
17.77
INV OUT (911)
= 17.66
B9 - B11 42
LF 15" RCP ® 0.60%
B10
NCDOT CATCH
BASIN
RIM = 21.32
INV OUT (Bll)
= 17.82
B10 - Bll 29 LF 15" RCP ® 0.40%
Bll
NCDOT CATCH
BASIN
RIM = 21.32
INV IN (B9) =
17.70
INV IN (B10) =
17.41
INV OUT (B13)
= 17.41
Bll - 1313 233 LF 24" RCP ® 0.50%
B13
NCDOT CATCH
BASIN
RIM = 22.97
INV IN (Bll) =
16.25
INV OUT (B14)
= 16.25
B13 - B14 183 LF 24" RCP ® 0.50%
B14
NCDOT CATCH
BASIN
RIM = 23.44
INV IN (B13) =
15.33
INV OUT (B16)
= 15.33
B14 - 816 94 LF 24" RCP ® 0.69%
B15
NCDOT CATCH
BASIN
RIM = 22.90
INV OUT (316)
= 18.90
B15 - 616 29 LF 12" RCP ® 0.50%
B16
NCDOT CATCH
BASIN
RIM = 22.90
INV IN (814) =
14.68
INV IN (B15) =
18.76
INV OUT (817)
= 10.00
B16 - 817 90 LF 24" RCP ® 0.50%
B17
NCDOT CATCH
BASIN
RIM = 22.90
INV IN (B3) =
8.26
INV IN (B7) =
17.87
INV IN (B16) =
9.55
INV OUT (B20)
= 8.26
B17 - B21 185 LF 42" RCP ® 0.20%
B18
NCDOT DROP INLET
RIM = 2220
INV OUT (B19)
= 19.35
B18 - B19 193 LF 15" RCP ® 0.50%
B19
NCDOT DROP INLET
RIM = 21.90
INV IN (1318) =
18.39
INV OUT (821)
= 18.39
3 B19 - B21 97
LF 15" RCP ® 0.50%
B20
NCDOT DRDP INLET
RIM = 22.20
INV OUT (021)
= 19.20
B20 - B2'' 119
LF 15" RCP ® 0.60%
821
NCDOT CATCH
BASIN
RIM = 23.58
INV IN (B17) =
7.89
INV IN (B19) =
17.90
INV IN (B20) =
18.49
INV OUT (1122)
= 7.85
B21 - B22 140 LF 42" RCP ® 0.20%
B22
NCDOT CATCH
BASIN
IN
) INV IN (B21(B21) =
7.61
3 INV OUT (341)
= 7.61
B22 - B41 29 LF 48" RCP ® 0.20%
B23
NCDOT DROP INLET
RIM = 22.40
INV OUT (B24) = 19.85
B23 - B24 151 LF 15" RCP
® 0.30%
B24
NCDOT CATCH BASIN
RIM = 23.88
INV IN (B23) = 19.40
INV OUT (B26) = 19.40
B24 - B26 29 LF 15" RCP
® 0.40%
B25
NCDOT DROP INLET
RIM = 22.00
INV OUT (826) = 19.00
B25 - B26 140 LF 18" RCP
® 0.40%
B26
NCDOT CATCH BASIN
RIM = 23.88
INV IN (B24) = 19.28
INV IN (B25) = 18.44
INV OUT (B27) = 18.44
B26 - B27 78 LF 18" RCP
® 0.40%
B27
NCDOT CATCH BASIN
RIM = 23.50
INV IN (B26) = 18.13
INV OUT (B28) = 18.13
B27 - 828 60 LF 24" RCP
® 0.40%
B28
NCDOT CATCH BASIN
RIM = 23.15
INV IN (B27) = 17.89
INV OUT (B29) = 17.89
B28 - B29 29 LF 24" RCP
® 0.40%
B29
NCDOT CATCH BASIN
RIM = 23.15
INV IN (B28) = 17.77
INV OUT (B31) = 17.77
B29 - B31 408 LF 24" RCP
® 0.40%
B31
NCDOT CATCH BASIN
RIM = 23.30
INV IN (B29) = 16.14
INV OUT (B41) = 16.14
B31 - B41 139 LF 24" RCP
® 0.40%
B34
NCDOT CATCH
BASIN
RIM = 23.18
INV OUT (835)
= 19.18
834 - B35 31
LF 12" RCP ® 0.50%
B35
NCDOT CATCH
BASIN
RIM = 23.18
INV IN (B34) =
19.03
INV OUT (838)
= 19.03
B35 - B38 114 LF 15" RCP ® 0.50,
NCDOT DROP INLET
RIM = 21.50
INV OUT (838) = 18.50
B36 - B38 165 LF 18" RCP ® 0.24%
938
NCDOT CATCH BASIN
RIM = 23.90
INV IN (B35) = 18.46
INV IN (B36) = 18.10
INV OUT (B40) = 17.71
B38 - B40 391 LF 18" RCP ® 0.20%
B39
NCDOT
CATCH
BASIN
RIM =
22.60
INV OUT
(B40)
= 18.85
839 -
B40 29 LF 12"
RCP ® 0.50%
B40
NCDOT
CATCH
BASIN
RIM =
22.60
INV IN
(B38) =
16.93
INV IN
(B39) =
18.71
INV OUT
(B41)
= 16.93
B40 -
841 92 LF 24"
RCP ® 0.30%
B41
NCDOT
CATCH
BASIN
RIM =
22.60
INV IN
(B22) =
7.55
INV IN
(B31) =
15.58
INV IN
(B40) =
16.65
INV OUT
(B44)
= 7.55
B41 -
B44 148 LF 48"
RCP ® 0.20%
B43
NCDOT
DROP INLET
RIM =
21.10
INV OUT
(B44)
= 17.60
B43 -
B44 24
LF 15"
RCP ® 0.60%
644
NCDOT
CATCH
BASIN
RIM =
22.45
INV IN
(841) =
7.25
INV IN
(B43) =
17.46
INV OUT
(B46)
= 7.25
B44 -
B46 121 LF 48"
RCP ® 0.20%
B45A
NCDOT
DROP INLET
RIM =
21.20
INV OUT
(B45)
= 18.46
B45A
- B45
71 LF 12"
RCP ® 0.67%
B45
NCDOT
CATCH
BASIN
RIM =
21.63
INV IN
(B45A)
= 17.98
INV OUT
(B46)
= 17.98
B45 -
B46 34 LF 15"
RCP ® 0.40%
B46
NCDOT CATCH
BASIN
RIM = 21.63
INV IN (B44) =
7.01
INV IN (B45) =
17.84
INV OUT (850)
= 7.01
846 - J1 38
LF 48" RCP ® 0.20%
J1
NCDOT MANHOLE
RIM = 22.00
INV IN (B46) = 6.93
INV OUT (B50) = 6.93
J1 - B50 52 LF 48" RCP ® 0.20%
B47
NCDOT CATCH BASIN
RIM = 22.40
INV OUT (B48) = 18.65
B47 - B48 28 LF 12"
RCP ® 0.50%
B48
NCDOT CATCH BASIN
RIM = 22.40
INV IN (B47) = 18.51
INV OUT (B50) = 18.51
848 - B50 54 LF 12"
RCP ® 0.50%
B49
NCDOT CATCH BASIN
RIM = 21.63
INV OUT (1350) = 17.63
B49 - B50 35 LF 15"
RCP ® 0.40%
B50
NCDOT CATCH BASIN
RIM = 21.63
INV IN (J1) = 6.83
INV IN (B48) = 18.24
INV IN (B49) = 17.49
INV OUT (851) = 6.83
B50 - B51 191 LF 54"
RCP ® 0.20%
B51
54" END SECTION WITH
8.0 CY CLASS Al (Dm =
0.5 FT)
RIP -RAP (LA = 10', D =
1.5')
INV = 6.45
BMP 1
DRAINAGE DESCRIPTIONS
Cl
NCDOT CATCH BASIN
RIM = 22.59
INV IN (C2) = 17.91
INV IN (C3) = 15.73
INV IN (C5) = 15.73
INV OUT (A27) = 15.73
Cl - A27 178 LF 42" RCP ® 0.20%
C2
NCDOT CATCH BASIN
RIM = 22.59
INV OUT (Cl) = 18.00
C2 - C1 29 LF 15" RCP ® 0.31%
C3
NCDOT DROP INLET
RIM = 20.90
INV IN (C4) = 16.02
INV OUT (Cl) = 16.02
C3 - Cl 150 LF 24" RCP ® 0.20%
C4
NCDOT DROP INLET
RIM = 20.80
INV OUT (C3) = 16.64
C4 - C3 312 LF 18" RCP ® 0.20%
C5
NCDOT MANHOLE
RIM = 23.55
INV IN (C6) = 15.91
INV IN C7 = 15.91
INV OUT (Cl) = 15.91
C5 - Cl 153 LF 36" RCP ® 0.11%
C6
NCDOT DROP INLET
RIM = 21.80
INV OUT (C5) = 16.22
C6 - C5 167 LF 18" RCP ® 0.19%
C7
NCDOT MANHOLE
RIM = 24.40
INV IN (C10) = 16.34
INV IN (C13) = 16.34
INV OUT (C5) = 16.34
C7 - C5 200 LF 30" RCP ® 0.22%
Clo
NCDOT CATCH BASIN
RIM = 24.28
INV IN (Cll) = 16.67
INV OUT (C7) = 16.67
C10 - C7 165 LF 18" RCP ® 0.20%
C11
NCDOT CATCH BASIN
RIM = 24.28
INV IN (C12) = 18.28
INV OUT (C10) = 16.73
C11 -' -, - LF 18" RCP ®0.21%
C12 1,0.1-�
NCDOT CATCH BASIN r�
RIM = 22.62 \�
INV OUT (Cll) = 18.62
C12 - Cll 142 LF 15" RCP ® 0.24%
NCDOT CATCH BASIN
RIM = 22.55
INV IN (C14) = 16.87
INV OUT (C7) = 16.87
C13 - C7 267 LF 30" RCP ® 0.20%
C14
NCDOT CATCH BASIN
RIM = 22.55
INV IN (C15) = 16.93
INV OUT (C13) = 16.93
C14 - C13 28 LF 24" RCP ® 0.21%
C15
NCDOT DROP INLET
RIM = 20.00
INV OUT (C14) = 17.30
C15 - C14 158 LF 18" RCP ® 0.23%
BMP 1
DRAINAGE DESCRIPTIONS
D1
NCDOT CATCH
BASIN
RIM = 24.54
INV IN (D2) =
17.53
INV IN (D3) =
8.10
INV OUT (A47)
= 8.10
01 -A47 166
LF 36" RCP ® 0.20%
D2
NCDOT CATCH
BASIN
RIM = 24.54
INV OUT (D1)
= 17.59
D2 - D1 29 LF 15" RCP ® 0.21%
D3
NCDOT CATCH
BASIN
RIM = 22.82
INV IN (D4) =
8.59
INV OUT (D1)
= 8.59
D3 - D1 241
LF 36" RCP ® 0.20%
D4
NCDOT CATCH
BASIN
RIM = 21.46
INV IN (D5) =
8.97
INV OUT (D3)
= 8.97
D4 -D3 191 LF 36"RCP ® 0.20%
D5
NCDOT CATCH
BASIN
RIM = 20.68
INV IN (D6) =
9.09
INV IN (D10)
= 14.68
INV OUT (D4)
= 9.09
D5 -D4 62 LF 36" RCP ® 0.19%
D6
NCDOT CATCH
BASIN
RIM = 20.68
INV IN (D7) =
9.15
INV OUT (D5)
= 9.15
D6 -D5 29 LF 24"RCP ® 0.21%
D7
NCDOT CATCH BASIN
RIM = 20.03
INV IN (D8) = 9.39
INV OUT (D6) = 9.39
D7 -D6 118 LF 24"RCP ® 0.20%
D8
NCDOT CATCH BASIN
RIM = 19.07
INV IN (D9) = 9.65
INV OUT (D7) = 9.65
D8 -D7 132 LF 24"RCP ® 0.20%
D9
NCDOT DROP INLET
RIM = 18.50
INV OUT (D8) = 10.15
D9 -D8 166 LF 18"RCP ® 0.30%
D10
NCDOT CATCH
BASIN
RIM = 21.51
INV IN (Dll) =
15.60
INV IN (D13) =
14.88
INV IN (D14) =
14.88
INV OUT (D5)
= 14.88
010 -D5 102 LF 36"RCP ® 0.20%
Dll
NCDOT CATCH
BASIN
RIM = 21.51
INV IN (D12) =
15.66
INV OUT (D10)
= 15.66
Dll -D10 29 LF 18"RCP ® 0.21%
D12
NCDOT DROP INLET
RIM = 18.30
INV OUT (Dll)
= 16.03
D12 -Dll 185
LF 18"RCP ® 0.20%
D13
NCDOT DROP INLET
RIM = 20.00
INV OUT (D10)
= 15.15
D13 -D10 135
LF 24"RCP
® 0.20%
D14
NCDOT MANHOLE
RIM = 22.44
INV IN (D15) =
15.18
INV IN (D18) =
15.18
INV OUT (D10)
= 15.18
D14 -D10 151
LF 30"RCP
® 0.20%
D15
NCDOT CATCH
BASIN
RIM = 21.48
INV IN (D16) =
16.93
INV OUT (D14)
= 15.39
D15 -D14 106
LF 30"RCP
® 0.20%
D16
NCDOT CATCH
BASIN
RIM = 21.48
INV IN (D17) =
16.99
INV OUT (D15)
= 16.99
D16 -D15 28 LF 24"RCP
® 0.21%
D17
NCDOT DROP INLET
RIM = 20.80
INV OUT (D16)
= 17.25
D17 -D16 131
LF 24"RCP
® 0.20%
D18
NCDOT CATCH
BASIN
RIM = 22.38
INV IN (D19) =
15.38
INV OUT (D14)
= 15.38
D18 -D14 101
LF 18"RCP
® 0.20%
D19
NCDOT CATCH BASIN
RIM = 22.38
INV OUT (D18) = 15.44
D19 -D18 29 LF 15"RCP ® 0.21%
"A
FOREBAY 5
DRAINAGE DESCRIPTIONS
E2
NCDOT CATCH BASIN
RIM = 21.58
INV IN (E3) = 17.86
INV OUT (E8) = 17.58
E2 - E8 92 LF 18" RCP ® 0.50%
E3
NCDOT CATCH BASIN
RIM = 21.58
INV OUT (E2) = 17.98
E3 - E2 30 LF 15" RCP ® 0.40%
E5
NCDOT CATCH
BASIN
RIM = 22.84
INV OUT (E7)
= 19.10
E5 - E7 149
LF 12" RCP ® 0.50%
E6
NCDOT CATCH
BASIN
RIM = 22.10
INV OUT (E7)
= 18.60
E6 - E7 29
LF 12" RCP ® 0.50%
E7
NCDOT CATCH
BASIN
RIM = 22.10
INV IN (E6) =
18.46
INV IN (E5) =
18.35
INV OUT (E8)
= 18.35
E7 - E8 100
LF 15" RCP ® 0.50%
E8
NCDOT CATCH
BASIN
RIM = 22.10
INV IN (E2) =
17.12
INV IN (E7) =
17.85
INV OUT (E12)
= 17.12
E8 - E12 153 LF 24" RCP ® 0.50%
E9
NCDOT DROP INLET
RIM = 21.20
INV OUT (E12)
= 18.00
E9 - E12 158 LF 15" RCP ® 0.41%
E10
NCDOT DROP INLET
RIM = 21.40
INV OUT (Ell)
= 18.65
E10 - Ell 189 LF 15" RCP ® 0.35%
Ell
NCDOT DROP INLET
RIM = 21.30
INV IN (E10) =
17.99
INV OUT (E12)
= 17.99
Ell - E12 168
LF 18" RCP ® 0.30%
E12
NCDOT CATCH
BASIN
RIM = 22.95
INV IN (E9) =
17.36
INV IN (E8) =
16.36
INV IN (Ell) =
17.49
INV OUT (E13)
= 16.36
E12 - E13 153 LF 24" RCP ® 0.50%
E13
NCDOT CATCH
BASIN
RIM = 21.90
INV IN (El 2) =
15.50
INV OUT (E27)
= 11.50
E13 - E27 28 LF 24" RCP ® 0.36%
E14
NCDOT CATCH BASIN
RIM = 22.30
INV OUT (E15) = 15.90
E14 - E15 29 LF 12" RCP
® 0.50%
E15
NCDOT CATCH BASIN
RIM = 22.30
INV IN (E14) = 15.76
INV OUT (E17) = 12.89
E15 - E17 300 LF 15" RCP
® 0.40%
E16
NCDOT CATCH BASIN
RIM = 21.90
INV OUT (E17) = 18.40
E16 - E17 29 LF 12" RCP
® 0.50%
E17
NCDOT CATCH BASIN
RIM = 21.90
INV IN (E15) = 11.69
INV IN (E16) = 18.26
INV OUT (E27) = 11.69
E17 - E27 95 LF 15" RCP
® 0.30%
E18
NCDOT DROP INLET
RIM = 21.40
INV OUT (E19) = 16.98
E18 - E19 134 LF 15" RCP
® 0.50%
E19
NCDOT DROP INLET
RIM = 21.30
INV IN (E18) = 16.31
INV OUT (E21) = 16.31
E19 - E21 142 LF 18" RCP
® 0.50%
E20
NCDOT CATCH BASIN
RIM = 21.81
INV OUT (E21) = 18.50
E20 - E21 50 LF 12" RCP ® 0.50%
E21
NCDOT CATCH BASIN
RIM = 21.69
INV IN (E19) = 15.60
INV IN (E20) = 18.25
INV OUT (E25) = 15.60
E21 - E25 76 LF 18" RCP
® 0.50%
E22
NCDOT CATCH BASIN
RIM = 22.16
INV OUT (E23) = 18.85
E22 - E23 42 LF 12" RCP
® 0.50%
E23
NCDOT CATCH BASIN
RIM = 22.16
INV IN (E22) = 18.64
INV OUT (E24) = 18.64
E23 - E24 47 LF 12" RCP ® 0.50%
E24
NCDOT CATCH BASIN
RIM = 21.82
INV IN (E25) = 15.09
INV IN (E23) = 18.41
INV OUT (E26) = 15.09
E24 - E25 154 LF 24" RCP ® 0.30%
E25
NCDOT CATCH BASIN
RIM = 21.81
INV IN (E21) = 15.22
INV OUT (E24) = 15.22
E25 - E24 26 LF 18" RCP ® 0.50%
E26
NCDOT CATCH BASIN
RIM = 23.00
INV IN (E24) = 14.63
IINV OUT (E27) = 14.63
E26 - E27 347 LF 30" RCP ® 0.30%
E27
NCDOT CATCH BASIN
RIM = 21.90
INV IN (E13) = 11.40
INV IN (E26) = 13.59
INV IN (E17) = 11.40
INV OUT (E30) = 11.40
E27 - E30 153 LF 36" RCP ® 0.41%
E28
NCDOT DROP INLET
RIM = 21.10
INV OUT (E29) = 18.30
E28 - E29 208 LF 15" RCP ® 0.30%
E29
NCDOT DROP INLET
RIM = 20.70
INV IN (E28) = 17.68
INV OUT (E30) = 17.68
E29 - E30 201 LF 15" RCP ® 0.25%
E30
NCDOT CATCH BASIN
RIM = 23.26
INV IN (E29) = 17.17
INV IN (E27) = 10.78
INV OUT (E48) = 10.78
E30 - E48 81 LF 36" RCP ® 0.51%
E31
NCDOT DROP INLET
RIM = 21.80
INV OUT (E32) = 18.30
E31 - E32 138 LF 15" RCP ® 1.00%
E32
NCDOT CATCH BASIN
RIM = 22.70
INV IN (E31) = 16.92
INV OUT (E34) = 15.31
E32 - E34 29 LF 18" RCP ® 0.40%
E33
NCDOT DROP INLET
RIM = 21.10
INV OUT (E34) = 17.00
E33 - E34 92 LF 15" RCP ® 0.60%
E34
NCDOT CATCH BASIN
RIM = 22.70
INV IN (E32) = 15.19
INV IN (E33) = 16.45
INV OUT (E39) = 15.19
E34 - E39 147 LF 18" RCP ® 0.50%
E36
NCDOT DROP INLET
RIM = 21.80
INV OUT (E37) = 18.05
E36 - E37 136 LF 15" RCP ® 1.00%
E37
NCDOT CATCH BASIN
RIM = 23.00
INV IN (E36) = 16.69
INV OUT (E38) = 15.00
E37 - E38 29 LF 18" RCP ® 0.41%
E38
NCDOT CATCH BASIN
RIM = 23.00
INV IN (E37) = 14.88
INV OUT (E39) = 14.88
E38 - E39 74 LF 18" RCP ® 0.41%
E39
NCDOT CATCH BASIN
RIM = 22.92
INV IN (E34) =14.58
INV IN (E38) = 14.46
INV OUT (E41) = 14.46
E39 - E41 234 LF 24" RCP ® 0.30%
E40
NCDOT CATCH BASIN
RIM = 21.83
INV OUT (E41) = 13.88
E40 - E41 29 LF 12" RCP ® 0.40%
E41
NCDOT CATCH BASIN
RIM = 21.83
INV IN (E40) = 13.76
INV IN (E39) = 13.76
INV OUT (E44) = 13.76
E41 - E44 196 LF 30" RCP ® 0.30%
E42
NCDOT DROP INLET
RIM = 21.00
INV OUT (E43) = 17.50
E42 - E43 241 LF 15" RCP ® 0.50%
E43
NCDOT DROP INLET
RIM = 21.20
INV IN (E42) = 16.30
INV OUT (E44) = 16.30
E43 - E44 127 LF 18"
RCP ® 0.50%
E44
NCDOT CATCH BASIN
RIM = 22.39
INV IN (E41) = 13.17
INV IN (E43) = 15.66
INV OUT (E46) = 13.17
E44 - E46 128 LF 30"
RCP ® 0.30%
E45
NCDOT CATCH BASIN
RIM = 21.53
INV OUT (E46) = 17.52
E45 - E46 29 LF 12"
RCP ® 0.40%
E46
NCDOT CATCH BASIN
RIM = 21.53
INV IN (E45) = 17.40
INV IN (E44) = 12.79
INV OUT (E47) = 10.67
E46 - E47 70 LF 30"
RCP ® 0.20%
E47
NCDOT CATCH BASIN
RIM = 22.15
INV IN (E46) = 10.53
INV OUT (E48) = 10.53
E47 - E48 80 LF 36"
RCP ® 0.20%
E48
NCDOT CATCH BASIN
RIM = 22.65
INV IN (E30) = 10.37
INV IN (E47) = 10.37
INV OUT (E49) = 10.37
E48 - E49 67 LF 42"
RCP ® 0.10%
E49
42" END SECTION WITH
6.4 CY CLASS Al (Dm =
0.5 FT)
RIP -RAP (LA = 10'. D =
1.5')
INV = 10.30
G
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SCALE (H):
AS NOTED
SCALE (V):
AS NOTED
DESIGNED BY:
EWM
DRAWN BY:
MJB
QC BY:E.WDATE: 12/14/10
DATE:
03/21/2011
116319001
SHEET NUMBER
CG-500

0
0
IE
1992 3.18
PIPE OUTLET CONDITIONS
A A
'IPE OUTLET TO FIAT
REA WITH NO DEFINED
'HANNEL
I. L a
G d
SECTION I FILTER CLOTH KEY IN 8'-9'; RECOMMENDED FOR ENTIRE PERIMETER
(MIN.)
'IPE OUTLET TO WELL
REFINED CHANNEL
d
SECTION A -A
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LIMNG MAY BE MPRAP. GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC
Details Provided by APPIAN
Plate 3.18-1
11:4WUJ AM
NATURAL GROUND
-'III- _ 12
•-n -� 11-� --_ -iTI-I L
-, R I I-III-1 I1= J 1
5 - 10
10' - 20'
SWALE DETAIL
AIAT11DA1 CDAIINHI-
D BASE
2' MIN.
CHANNEL DETAIL
Downs of "'bliCSOY00' CITY of JACKSONVELLE 'm""""' ``'°�'°'`�`�
=Wilk N.C. 29541 USE WIDTH TRP. IACMSONVILT STANDARD S,PECIRCATTONS ONLY
TYPICAL MATNDl TD S cNie a631.31-0
02
DRAINAGE CHANNELS E`
Y
PLACE #57 STONE
AROUND OUTSIDE OF
SECTION A -A
'?
TYYf Yrr1�^\
I C I-R
A
PRECAST BOX
LOPE C
MOWN
ON
-GROUT AROUD
OUTSIDE OF ALL
-SLOPE SHELI
1-/FT MAX.
- 11: 4J: LJ HM
PLACE #57 STONE
AROUND OUTSIDE OF
CONCRETE BRICK BOX
NOTES: I
1. Invert to be a minimum of 3000 PSI at 28 days concrete.
4�
Departam Of P28a�"aN CITY of JACKSONVILLEI""``Lt"I°°°iees°`
]A
INrYacaNDe, N.C. 28541 USE WHH TTOR IACKSCRMI LE STANDARD 9PECB'ICAMON3 ONLY
PIPE CONSTRUCTION INTO BOX
� �
.639.01 `
�N4
AND FORMED INVERT DETAIL
REVMMDAI
T$41
SHEET
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PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
^" WEEP HOLES
1X
IOPING(INCIDENTAL)
)P ELEVATION
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER W-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH $TO. DRAWING 840.N.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR N4 BAR DONELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON $TO. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPIpLES AS DIRECTED BY THE ENGINEER.
INSTALL STORE ORAINS, OF A MINIM OF 1 CUBIC FOOT OF NO. 70 STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
DRAINER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
840.16 FRAME v
RATE
N4 BAR
N
DOWEL
(SEE NOTE) MAX. PIPE THIS SIDE - 10"
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON YIN. HEIGHT, H)
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
IMIN. HEIGHT
0
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
'OL"1
1°^ "'
C.Y.
R.C.
12"
3'-0^
z'-o"
2'-a"
0.222
0.222
0.592
oats
0.026
15"
2' 3"
0.648
0.023
0.036
18"
2' 6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
0.222
0.925
0.092
0.127
1" DEPRESSION
11-74'8" 11_7%"
N �C
SECTION G-G
21_pJ�1/A
I I
4 191151 �2"
SECTION H-H
PLAN
p
SECTION X-X
SECTION Y-Y
M
CM
�1'L II
_�r-�"� Y1
N\ 1�B11 ��tFja 11
�G o G
1 O_
J O
HN
w\ L4W 11-4WG
1'-7N' 11-7%"
PLAN OF GRATING
CAST IRON
�11 �II
'211 j�11
Y1i �4` rr AR n YD _
31 144 N N
3'-6"
SECTION E-E
MANHOLE
C
L
< D_
¢w�
�6 -
Y'A U
D
i y
=T 3„ ~
54 C
FOR MANHOLE COVER & FRNBE N4 BASS "A"
OPTIONAL SPACED 8
C. TO C.
BRICK WY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
fjj PIPE 1
CHI FOR F
SECTION
C-C OR D-D
F
PLAN OF FRAME
CAST IRON
SECTION F-F
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
N4 GAS OOWELS AT 12' CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. W.M.
PROVIDE ALL JUNCTION BOXES OVER W-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 640.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. MARGINAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
N4 BM
e DOWEL
DIMENSIONS AMID SNTIITITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS A"
TOP SLAB
DIMENSIONS
OUBIC YARDS
IN BOX
TOTAL OUANTITIES
M
BO% ASLAMS
DEWCTION$ FOR ONE
PIPE SFOR
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
SLREINF
BOT*1610k
'I
LBS.
Do IDS.
YIN. "H"12"
C.S.
R.C.
2'-O"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0. 16]
0..185
22
0. ]50
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
S-3"
9'-3"
0.196
BASS
0,204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
W-6"
3'-6"
0.227
0.227
0.222
30
1.0155
0.033
0.049
24"
3'-0'
W-O"
W-3"
16
9'-9"
1'-0"
4'-0"
0.296
0.298
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
W-9"
18
4'-3"
4'-6"
4'-8"
0.375
0.375
0.296
51
1.860
0.092
0.127
4'-0"
4'-3"
20
1'-9"
5'-0"
5'-0"
0.463
0.483
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-8"
4' 9"
22
5'-3"
5'-8"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.2I3
48"
5'-1"
5'-4"
5'-9"
26
8'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
W-10"
5'-9"
28
6'-7"
6'-10"
8'.10"
0.865
0.865
0.444
126
4.283
0.297
0.401
W.
W-6"
8'-6"
W-3"
30
]'-3"
]'-6"
7'-6"
1.042
1.042
0.48t
145
5.090
0.36]
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1 1.2101
1.210
10.518
169
1 5.917
1 0.444
0.589
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SCALE (H):
AS NOTED
SCALE (V):
AS NOTED
DESIGNED BY:
EWM
DRAWN BY:
MJB
QC BY: EWM DALE: 12/14/10
DATE:
03/21 /2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-501
name:

CD
CD CD
O T BACK OF WflB FRAYS GMTE AND H000 NOTES: MORTAR JOINTS ,2" +/- Ib" THICK. OZ w O GENERAL NOTES F•� 2'-0" D W T As o y 'DIN `HBI3ltlH - N N C r M
,--,� SEE STD.NO. Ell USE CLASS IS" CONCRETE THROUGHOUT. I-+ I -I } SAtlMFIOIH d0 NOISIAIO I '
X TOP ELEVATION rY <;4 USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. p . INTERNAL YIN. MIN. YIN. CIRCUMFERENTIAL 3dId 49' nHHl Zl
F<-I • Z^ 1' 0" USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Hy Z CONCENTRIC Q Q NOIIV1HOdSNVHl d0 ' ld3a " " (n
yy p DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF SNICK MASONRY. QF- 9w O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS DIAMETER WALL TOP/BOTTOM AREA OF STEEL ¢F.. NISVB H'.I1V'.i 313tl'.iN09
z M O ¢is Lj VNIloHV4 H1UON HICD
D Rti09 USE Wa SAG DOWELS AT 12" CENTERS. R-I r3U Ell 0-n-1w ACCORDANCE WITH AASHTO Y799. CONE SECTION (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. AZ -I C7 w a
rp�l .iw Y Y tLJod ,.-,z mZ =1 IN LL_10I.., d0 31V1S UOd 'JNIMtlHa allVONVIS HSIIDN3 x U h
mz x� A _ PROVIDE M.I. G.TCR BASINS OVER 3'-e" IN DEPTH WITH STEPS t2" OO 2 F-1 1 D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" ( 1 (IN.) (BO. IN.) 00 xz PI �_
I-H 1 D _ _ _ - ON CENTER. USE STEPS WHICH COMPLY WITH STD. CHANGES 840.88. y y y� lIJ u%
= O D 0 m m USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Q Z W= G) O DO D m FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Q Q W= Q V y r
,. T Z D B USE BRICK CR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS F- U ¢ O (:7 - M WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 F- U ¢ O U' N
w�0 _ _ - - e" 8" x OF SECTION 8110 OF THE STANDARD SPECIFICATIONS. ¢ F ti xwOO THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM Q F- H m O ED
x O F- x Z z 'D-n 5 5 8 0.15 F- x z � O) L9
Z H4 r �1 YIN. YIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB 0) F p W ."Apr OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. w F- O J < o ` N F LL
,n O Hy D AS SHOWN ON STD. N0. 840.00. (L LL H J {'%� I --I 8 8 8 0.18 Q IA ,y /�
o �z Y18. FOR 8'-0" IN HEIGHT CR LESS, ME 8" WILL. OVER 8'-0" IN HEIGHT, USE OOw¢ ��� LIMIT DEPTH OF FILL TO 30'-O" FROM FINISH GRADE TO TOP OF OOwQ a i
D D .. _ 12" WALL TO 8'-O" FROM TOP OF WILL AND 8" WALL FOR THE REMAINING z F•I D D BOTTOM SLAB. Z Iti m _
6'-0'. QUANTITES TO BE ADJUSTED ACCORDINGLY. F> .�1 `D' F> H i CC
y l--r PLAN X WNSTRUCT WITH PIPE CRONES PATCHING. LLD wo THE MIN. SLAB THICKNESS IT' IS THE DIMENSION OF THE HL� g m C �
0 v. W Z THINNEST PORTION OF THE TOP/OOTTOM SLAB. ALTERNATE CONE SECTION F� 2'-°' W d § W �g 6
z SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". 0 TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS GRADE RING 0 ^� S " _ n 3 .Dr
ro TOP ELEVATION o pRANING NOT TO SCALE. A DISTINGUISHABLE TOP AND BOTTOM. MSN0.07Ein.2 STEEL ¢ i $ g ` c a T O o
ECCENTRIC CONE L_L LJ '
9 `D' + 2 h' W m -: vJ .. E m u. C) a s I,Nj o
_ _ _ _ GRATE AND H000 TOP ELEVATION„N 3 w Q
SEE MIND. 040.03 STEPS -STD. N0. 840.68 Ci ADDITIONAL 6" MAX. SPACING M W " f F
STEPS STD. N0. 840.88 D 1 YIN. N4 REBM OF CIRCUY. R/F W xo ry $ $ w T =1
a" e" CLR. LOCATE WALL REINFORCEMENT wm C �o o f N a d d @ 9
YIN. YIN. _ _ ' - - - - - - N > --z IN MIDDLE THIRD OF WALL v mF $ § $ s I o
A TOP ELEVATION '� o n - r M
m i? - - A S ITTz I ¢ 0 �W w� }" i m J' C O
G) m 6T" LL 3 ,w T.
1' YIN. USE MIN. AREA OF STEEL IN TOP LLL LL '°n ••„�j r - " o
U r 6 8 } E Z D CLR. SLAB OF N4'S @ 8" CTS. STEP SM. O1 € r m _Fl d > _I
R-4 T E (j N Z w EACFWWIY/EACH FACE •. Np. 840.88 U` w 8 g 9m >! C y �`
_ t-I CO, o j G .z-I W nI 0 x FLAT TOP SLAB AS Iz-I C a i o m� o N c E x a� Q W (CIRCUMFERENTIAL T� ,-4
o N � w mg " SECTION Y-Yo C 3.. = YIN. Q m a r NMIN "In WUTFa am. "°. REINFORCEMENT) Q Z d i. �i 9W 2 IA m al m M
8" p MIN. D 8" S m mIFFTc I111001 B elo.sl 2 Q_ m 8 C fa .-
lt
= D N. YIN. O /L x D O g w 9 ) N
ei Z RISER HT. = 9 A O SIDEITOF OPENIBOA(H" cD r A
VARIES %D CLEM OF SOTTO/ FACE Ww1NITTIc BE•A1X": e14.0 ADDITIONAL W4 EACH LONGITUDINAL 2 zo " m w O
D ¢ a.i sw.z" SIDE OF OPENING 1" RISER As = 0.12 IN. /FT.) IL m `� z m (n LO („)
D f A S PLACE BARS DIAGONAL ) u REINFORCEMENT (MIN. Q lii - '�' c m .,mW = - O
E 01 O 6„YIN. -.':v :v:: - --:v. 1 O Q OD �:I TO CORNERS (TYP.) a CLEAR OF BOTTOM FACE Q a = .. gr F 6 H .•
xD - = p e^ T SECTION J-J 8"MIN.c o v Po e,o o ZQ :� H e14.sF ¢ m m !�
-~ Y N. wHEREWT03EPIPEISUSED 3„ F 'W W H n ffm W
o D E SECTION M-M SEE NOTE w == i.l .. Z
a E MEJRE42"TOWPIPE ISUSED V r -0 c H FRAME a GRATE o N
Y m M x 1" M III SEE STD. 840.54 x
y MERGE 30' TO W PIPE IS USED y z ° - �� T- r Is
$ M Z RISER HT. m GD rr = fIfl MANHOLE BASE Fw-, Z - 0 rl O
VARIES I; E J r II_ II _III ` r 41 \ RING AND COVER a J H i tee u m ap 0 Y ==
CD - li - I rr ^ L J ED !
n J O j = 1 'I A 1v< IQ o Z i m - W ME �i 61
y ,�"" ° o w
9 B M 11- _ A M W M GU I- II � _ gi -6 - REINFORCED
SCall w
n'\ III -II - III r '� 1S_7 i r - - �1525.01 IF y
is REaUIRED
L V1 F"
-►N 0" j a m m ---- i __-O INEBMIN. AREA ASESLAB OFF STEEL REQUIRED)
) :.i g = -�m e4m-.- F
W K
m _ ___FOCT EACH WAY __ ____ 0. 12 in2 PER LINEAR - W m om z J
-- d m Q1 w O
'6 MERE a2•TO6M•PIPE IS USED Z3 e 'ME
TYPICAL MANHOLE SECTION
u EET 1 OF 2 OFAIL RISERHOWING METHODCONSTRUCTION PLAN PLAN HEET I
SHEET 1 OF 2 840 52 B40M52 '•°-'' ""D m a I�
840.01 840. D1 GRATED INLET OPTION MANHOLE OPTION SHEET 1 of 1 -
�
0� $� O�y m SPRING LINE FRAME AND COVER
o I--'-{ F- -0 STD. N0. 840.54 y m m oz w V1
EXPANSION JOINT } O O
I -a Z Q 3 <, FINISHED GRADE F-
<. ¢Q P"-F GENERAL NOTES: I•"Y D 00 I��W111WMM�I�
ip y N p x -� I••I ¢ p o 7D y 00 MORTAR JOINTS 1•g" t LB" THICK. ELEVATION Z F• _ ,IllW �j IMa
S 9w O B„ E 4'-6' 4'-6" ZP' I -I Z QQ
FF
r p T w#4 BARS "Full g 6 STD. 840.03 FRAME w - a `" z � "-' Taw CONCAVE TOOL ALL EXPOSED JOINTS.
E Im-I Z -i x D @ EWAL SPACE 1„ 1 O_ Z MU'y f- iLl
■f
G) x --i IF- GMTE a H000 w<ZLL Hz =y USE CLASS "B" CONCRETE THROUGHOUT. w op w= '� m o A d za
a TMSp 3 I� F-UQOx 'x-n >m r. = 12^ 12" STEP STD. adz
x ~ z =�1 z s m USE FORMS TO CONSTRUCT THE BASE SLAB. _ r _ O� N0. 840.66 r ¢ p 1 "' " >< o 93
o ZIFx-I�OT �' w1-�OJ zx�OT JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"HxF-z'-' m } , �Q U
9 OO91ti - _ t �4°C 0"''¢ G7OH4 SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. ¢ °+ N O wF-LLOJ D >- 'D �,
x Z l•! N W N 6' 0" 0 y Ir p .a O ' O Q. M
o' ADD R �w R �� z Iti ��� IF REINFORCED CONCRETE PIPE IS SET IN RASE SLAB OF BOX, > F 0 OO 00 c ��e z 0It s R <C
D _ � _ < PLAN F-> D _ o_ o ___ z .+
D n Iti D ADD TO BASE AS SHOWN IN STD. NO. 840.00. - - - - < I"I 2 2 u
jIH , mm mlD tl .�'4 Q 11 y1' r 119„ Q y �>
v w ¢ ¢ w CURB AND, GUTTER LATH CATCH BASIN ON STEEP GRADES W O Iti g^ ��� B" 1 p. N F V O O
wp WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT p W _
TOP ELEVATION O z THE TOP OF THE MANHOLE FLUSH WITH THE GROUND. AT OTHER X - 3'-611 X ' p
EXPANSION JOINT 6 LOCATIONS CONSTRUCT A MINIMUM OF 9" ABOVE THE GROUND.
USE ON FLAT GRADES 2%AND UNDER PROVIDE MANHOLES OVER 31 IN DEPTH WTH STEPS 12" ON
CENTERS IN ACCORDANCE WITH STD. NO. 840.66. O
r "B
D 9'-0"I m 13'.0" 1 DEPRESSED GUTTER LINE 4n 4n u
� S EXPANSION JOINT ��
PLAN OF TOP SLAB SECTION S-S -� `- SEE NOTE O _ 2l9 e2,_9 STATE OF T ENGLISH STANDARD DRAWING FOR �aAl
Ell ELEVATION o¢ z GR N NE o o m 5,_6„ ¢ NORTH CAROLINA CONCRETE CATCH BASIN o
S O NORMALCURBANDGUrIERONLIGHTGRADES LL O D O o DEPT. OF TRANSPORTATION „cin
S r Z r O w DIVISION of HIGHWAYS 12 THRU'54 PIPE
op ,., ra SECTION ON 4 a
M= TOP ELEVATION NORMAL GUTTER LINE fz•, N N DO CO 0 - �p Yt ..J W RALEIGH, N.D. CO
N w LU
8" E Wg "W" BARS T W4 BAR B" �E%PANSION JOINT Q Ell
m a w 0 O - - 5' B" H4 A
v° D W4 BASS "V" g" USE ON GRADES OVER 2A - -y4 11��11
p a o E PACES - o= a = Y a dId 4 f1U H N
3
a ,p' Mw ¢ CO a PART SECTION Y-Y O g m sAYMH9IFI do INOIs nIa 3 0
S c x EXPANSION JOINT s'-D" Q H O s _ cc x NOIltl1HOdSNtltll do 'ld3a N O
o o Q w ¢ 4 3 ZL
W _ = N4 BAITS "U" 6r 1 0 -f DEPRESSED GUTTER LINE Z V x w O O ¢ VNIIOUVO H1HON NISVB HJ1VJ 313H9N0:1 W a W
o Q F - o z Nd x d0 31VIS HOd ONIMVHa OUVONVIS HSI19N3cl) y T h A
v W D 1>�„ ELEVATION y Y N -0 O
m a SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES 0 r " r CC
w
c H Z U) ~ m m Z MINIMUM DIMENSIONS AND QUANTITIES FOR MANHOLE x m �
GO
MINIMUM DIMDEIOMS AND QUANTITIES FOR M�ICK CATCH MASIN(DA6ED ON MIN. HEIGHT, H, WITH W RISER)- M �' G% TOTAL BRICK CU. YDS. BRICK DEgICTIONS ,..,
E Z O W.YDS. c0xc. Ix eox BRICK MASONRY J m PIPE CU. YDS. a 1(^l
DIMENSIONS OF BOX AND PIPE TOP SLAB CONE PIPE ED -n DIN. CONCRETE YASONAY YASONAY FOR ONE J
o O PIPE SPAN WIDTH WIDTH SPAN YIN. HEIGHT DIMENSIONS SRAM BAI13-V BARS-W TOTAL TOP BOTTOM TOTAL MINI IBR. MIq(xNp ONE PIPE z 0 CU. YDS. PER FT. HT. PIPE CU.YD. O w a
9 D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB STAB CQUC. M W19 aZ.
WOIEiE C.Y. R.C. W QU D BASE ABOVE S-L BELOW S-L C.M. R.C. w W
n 12" s'-o" 2'-2" -- 2'.9" -- -- -- -- -- -- -- -- '- -- 0.201 0.281 0.883 1.164 0.020 0.042 12" 0.560 0.530 0.323 0.020 0.032 k W 8 15 3'-0" 2'-2" 3'-0" 0.281 o. ze1 0.963 1.z4s o.031 a.04T 15" 0.580 0.530 0.323 0.031 0.047 3
18" 3'.0" 2'-2" 3,-3" 0.281 0.281 1.043 1.324 0.044 0.055 k w
24" 3'-0" 2'-2" 9'-9" 0.281 0.281 1.204 1.465 o.OM 0.121 18" 0.560 0.530 0.323 0.044 0.065
30" 9'-0" 2'-2" 3'-1" 4'-3" 1'-2" 111 4 1'.6 s a'-1" 3 4'-1" 45 D. u] 0.374 0.521 1.806 2.217 o.Iz2 DAM 24" 0.560 0.530 0.323 0.078 0.113
g 38" 3,_O" 2'-2" 9'-ID" 4--9" 1'-8" 4'-4" 4 2' 0" 4 4'-1" 3 Al 40 0.187 0.415 0.602 1.914 2.516 0.176 0.261 30" 0.560 0.530 0.323 0.122 0.170 ww9 d m W m W
[ 42" 3'-0- 2'-2" 4'-5" 5-3 /'-6" W-8" 4 V-9" 3 3'-3" 3 3'-3" 38 0.135 0.313 0.508 2.152 2.660 0.240 0.371 36" 0.560 0.530 0.323 0.176 0.23E
n 48" 3'-0" 2'-2" fi'-0" 5'-9" 2'-0" 3'-8" 4 2'-B" 4 9'-9" 3 3'-3" 41 0.1]3 0.410 0.583 2.415 2.996 0.313 0.47T o m F lal� m Sn ¢ o o e k r w a £
c SHEET 2 OF 2 54" 3'-O" 2'-2" 5'-T" OF 3" 2'4" 3'-8° 4 3' 0" 8 3'.3" 3 3'-9" 4T 0.21/ 0.446 O. BSB 2.808 9.486 0.398 0.595 SHEET 2 OF 2 HEST 1 OF 1 r"6wl ri m ^ O
W • RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT Fes' SHEET 1 OF i \ e 6 8 ' 0 0 0 om m N o o m
840.01 840FF 840M51 SECTION X-X 840.51 m- m m =mow o o
ro m of 1; 6 l . $ m m p - Z O OOo 00
a F� W FK x �R�mm
mpw cm o = .gamg 3 � W „e � = � � ^- aM ---------
Ell
i O� 4,Jn - FY H-I -1 2 A"r} f° H3 6 We d w 111, uk3 emi °"i i3nnnnm N
NOTE: USE TYPE "E" 'l AND 'l GRATE ¢ < , `I f- 'd J _ J �d s m
31� p UNLESS OTHERWISE NOTED. PtP 2�SV 94)p0 USE ACCORDING TO WATER FLOW. 2'-11 �'¢"� ¢FQ-3 w '° M 'w i --2 c m - f s $� onoo
j 1 ¢ DETAIL SHOWING TYPES OF GRATES IL
'L ¢ a _ w W W S
6 rp-A1�w L J. �� {LJpIO-R rOT-Iw B I'Ln itzcc=. a /� Fe FW Q o u u F=gy o eim�"1M "
$ Iti 1 D B r- n 0¢NxZ Fm•Iz•ixD OOyxz k g m iu 7 oomomo y
C ioD�m A � w¢z�x L7p7Dn1 TYPE "G" TYPE I.EI. TYPE "FI, II az - R
T D �1,�, F-U¢O ?�IDDm A A T „ W QLLx im s w o� m
a rZ/J 7°O 22� �-- --{ r "- a F¢- IO•I y9p �a O 0 1 I 97/8 ¢vxolO•I 'w ' 3
zxv0�1 ___ _ N N F-x zW 0Hx-H�prT .X' F-x~zw H� _
g .+pr -'7
$ n SECTION - LL SECTION - IMM o ¢ n s IS ..
• {,) A-H y¢WO-) y0,.., ��TT yF-IyOJ m �0 0 o M �- m
• :Om D o I� z • 1 °C �> WATER FLOM - SAG �- WATER FLOW 01811 0 co OZ
j M m A �� A ALIGN FRAME WITH INSIDE a Q y.�r r 000 O0000 a § e
EDGE OF WALL TO ALLOW c
.Wl __________________________
Ld
y0 �o FOR VERTICAL ADJUSTMENT �. „ c nT " p-
O WALL SECTION ` =
0 0 0
�---
o �� SECTION - BB T r T------------------------ 3 9_6
B SECTION - PP SECTION - NN
3
SECTION B-8_-
_ 4"_____________________________.______- j y a tl
IllT PLAN J z O 1pF rr 21�4" z e S30VdS TV003 0 J
By FRAME,GRATE, 8 HOOD ASS'Y �+� �� aj 0 O CO C 9 z -� WATER FLOW SAG f- WATER FLOW �- �4 LL p Q 1m 1S „en" Sul °Nlfe
`o rOn .� r -L J_ _ S m w r SECTION A -A m
m m y 6" 2,_O„ 6„ _ Z = m m Z= x .`.
r x
2 z0 w 3,_D" -W _ , " < Q Q 2 TYPE IIFII TYPE 'E,I TYPE FICA" TYPE - E ¢ Z ¢ $' '" - - p
s w �p -4 < o O U i M D 9 RAISED FLOW ARROW Q Q U c On
aaz K -K N N a 1, O Daz P %16"HIGH 23'4 - J� O _ _ >
z -I O L M = H Q z 'i y RAISED FLOW ARROW 24411 o y x + m --- : y w
O H R7 SECTION - AA O Q z x :/f O 1 _� Q �.., ~ ' nvasuvenss'W d . 9 S' ¢ M a 5 --
0 111 y ¢ O D �D /g" HIGH '1 OO Q W a
Ile
Lv m
Ell z Q Q O T a Q m 3
` �) H w cD 70 O N2,I F `'3 w oEll x m m
•"• D Z `L L M I� Ff-^' y z Z M 1 _ y ^ O w LL = O M Mm o P m
gn Q Z J FRA,E PLAN SECTION - JJ 0) W O 0 v z 1/g11 a Il r 1" .aW w W W
c W O J,_0 n 5`4'e" ILE ED CO M7 D , 9 1- J 0 y- _ 6�J N a W o m I ry ry n.
S > 0 0 Y I II _-_ R- - 3rr R W O'. ¢ y p 0 P O " "^���17�z1 Z u w m z� Na« O
o CD 0 9 ¢ _ --' .I 1L LL Z C 9 1L� ° v8 1 "R W IL p is 000000eeo Z
I -T
v Z� j Y c O 2'-1'„ 1�$� r 21-1111 �g II LL >A >i 4a, :e nwnwwv,
e" 2'-0" 6" o 1^2"� j,5"" m� m m m SCALE (H): AS NOTED
�'4' 1-=r r 1 11 V II 1 i`II m m a c.
g 3N2" 3r-0" 31'2" 4�'$" 1F2' -�i �- lv2 i`-�t 8 v'L .". m m o', vo, R e a 7,
S" O 1 1„ �- g SCALE (V): AS NOTED
SECTION - KK z �� 111 SECTION A -A fit- H WNNpEn� DESIGNED BY: EWM
t z'-„ awe" �iB %%"* l CAR
R SHEET 1 OF 2 SHE 2 OF 2 TYPE - F �} - �v X .. Q ,i DRAWN BY: MJB
SHEET 1 OF 2 SECTION - RR TYPE G LT SECTION A -A SHEET 2 OF 2 STATE OF ENGLISH STANDARD DRAWING FOR �? O ' / 4,
N 840.03 MOOD ELEVATION 840152 840 OF r 840.03 NORTH CAROLINA CONCRETE CATCH BASIN �` '; QC BY:-LWhLDATE: 12/14/10
5 DEPT. OF TRANSPORTATION L
DIVISION OF HIGHWAYS 1211 THRU'5411 PIPE O S r DATE: 03/21/2011
RALEIGH, N.C. rap = }} _
t w KHA PROJECT NO.:
'0 lc 'Z�" Q.;r 116319001
E .,s yyticQwNf
�FF
cQ,,.,,`.�
..,DAGNFrv011, SHEET NUMBER
CG-502
rawing name: _ NVI --Camp Lejeune - wg see se -CG-501.dwg CG-502 Mar pm y. liso.bradford

4' MA
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
10'
VEGETATED
SHELF
20'
2 ® 63"x63"
>; ANTISEEP COLLARS
48" PRECAST MANHOLE WITH
g PLASTIC SOLUTIONS, INC.
E 48" PYRAMID TRASH RACK
(SEE DETAIL, THIS SHEET)
10'
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
RISER CREST ELEV. = 14.0
TEMPORARY POOL ELEV. = 14.0
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
6" PVC STUBBED INTO BOX SEDIMENT 5' SEDIMENT 10' VEGETATED SHELF
STORAGE EL. 12.0 EL. 12.0 STORAGE EL. 11.0
6" PVC SCREW TYPE PLUG PL..1. EL. 11.010.5-----------PPE=10EL. 7.EL. 7.5 PPEE=110EL. 7.5 L�0.5-------- ------------- 1L__---------- X.J1I 3 ----- 4:�1 10
ANTI -FLOTATION
DEVICE (CONCRETE
FILLED RISER 36"
DEEP)
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=6.0
VARIES, SEE PLANS
BMP 1 (PROPOSED
SECTION A -A
SCALE: 1 "= 20'
6.0 EL. 4
12" THICK RIP -RAP DESIGN BOTTOM OF
SPILLWAY SEDIMENT STORAGE
ELEV.=6.0
FILTER FABRIC (TOE INTO
BERM 12" AT POND BOTTOM)
10'
VEGETATED
SHELF
10'
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
6.0" PVC STUBBED `
RISER CREST ELEV.=14.00 INTO BOX }}4
TEMPORARY POOL
\ ELEV.=14.00 VC SCREW TYPE PLUG
CONTRACTOR SHALL PROVIDE MINIMUM 6" 6.0" PVC
COVER OVER PIPE • PAINTED RED METAL
PVC CAP WITH 2.5" DIA. BAND SEDIMENT
HOLE IN BOTTOM OF CAP CLEANOUT MARK AT
ELEVATION 7.5
� ' Y 7' *EPE=11.0 -
24" BARREL SLOPE NORMAL SLOPE
ANTI -SEEP COLLAR (AS AN DIRECTLY A`
ALTERNATE, CONTRACTOR I INV10.70 j THE RISER
CAN SUBMIT A SHOP ANTI -FLOTATION DEVICE
DRAWING DEPICTING A I (CONCRETE FILLED RISER 1 L- 4
CONCRETE ANTI -SEEP 36" DEEP) 2
COLLAR IN ACCORDANCE
WITH NOTE 2 IN THE ORIFICE INV. ELEV.=11.0 DESIGN BOTTOM OF
ANTI -SEEP COLLAR DETAIL) SEDIMENT STORAGE
48" PRECAST MANHOLE WITH - ELEV.=6.0
12" NO. 67 STONE ?° PLASTIC SOLUTIONS, INC.
48" PYRAMID TRASH RACK 4"x4" PRESSURE
(SEE DETAIL, THIS SHEET) TREATED POST IN
CONCRETE
ENLARGED VIEW - BMP 1 RISER
SCALE: 1 "=5'
al plastic
Top View
Trash Rack Assembly
Plastic Solutions Inc.
al
Top of n.Pr I
Elev. A
NOTE: I'USTOM NIYES AVAILABLE UPON REQUEST
PART NO 48" PYRAMID I�^PLAsT
SOLUTITI
ONS
TRASH RACK NC' P.O. ti- 419a
PYD 49 Winchcste, VA 22604
WITH CONCRETE RISER 877-877-5727
r".plastio-solution rom
11
`f' CO
' I
1
_
co
CD
cu
uni
� C
lI
>> N
F LL
"a
CW3
��:e
O
M
o
°
si_ N
a f0
c
7
CL
O CL
Y
7 `r
N
0
0to0
FAO
W
1�
U
A
o
BMP
BMP
ItMF'UKAKT rUUL
ELEV.=13.50
I7�1 48" RCP BARREL
MAINTENANCE
MAINTENANCE
- - - - - - - - PPE - 13.5
[I][H0U111HE �
o
EAS(20NMIN.�RIES
EAS(VARIES
Q
20' MIN.)
10'
VARIABLE WIDTH PUBLIC/PRIVATE
. PAINTED RED METAL
IMPOUNDMENT EASEMENT
BAND SEDIMENT
CLEANOUT MARK AT
1 10'
72" DIA. RCP RISER WITH PLASTIC
ELEVATION 7.5 4
OLUTIONS, INC. 72" PYRAMID TRASH
nL
e
4�
TB 220
aaj�AC EE DETAIL, THIS SHEET
( )
TB 22.0
- - - - - - - - - ANTI -FLOTATION DEVICE
INV. ELEV.=8.8
MAX
EL. 7.5
(CONCRETE FILLED RCP
c
EL. 13.5
SEDIMENT RISER CREST ELEV.=13.
RISER 36" DEEP)
o
A MAX
STORAGE TEMP. POOL ELEV. = 13.5
\ \ \
MAX 1 4• MAX
BOTTOM OF
E
\DESIGN
4:�
4
SEDIMENT STORAGE
° 72" RCP RISER WITH
PEI1
L- -
PPE = 13.5� -
ELEV.=6.0
PLASTIC SOLUTIONS, INC
4 4: 1
-
O 20'
12" NO. 67 STONE
° 72" PYRAMID TRASH
MAX. ------- - - -
- - - - - - - - - - - - - - - - - - - --------- ---- - X
4'x4" PRESSURE
RACK (SEE DETAIL, THIII
4:
TREATED POST IN
SHEET)
o
CONCRETE
r
5
EL. 6.0
DESIGN BOTTOM OF
SEDIMENT STORAGE
2 ® 7'x7' ANTISEEP
2
A -SEEP COLLAR (AS AN ALTERNATE,
ELEV.=6.0
COLLARS
CONTRACTOR CAN SUBMIT A SHOP DRAWING
DEPICTING A CONCRETE ANTI -SEEP COLLAR
IN ACCORDANCE WITH NOTE 2 IN THE
g
ANTI -SEEP COLLAR DETAIL)
9
FOREBAY 2 (PROPOSED)
ENLARGED VIEW -
FOREBAY 2 RISER
1
0
SECTION B-B
SCALE:
1"=5'
a
V
a
SCALE: 1 "=20'
a 14:1 MIgX.
t
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
►721911u121\3I
EL. 13.5 STORAGE EL. 13.5
1L- MAX,EL.MAX -
4 - - - - - - - - - - - - - - - - - - - - - - � P E=13.5 10.2 1 4
EL. 7.5 EL. 7.5 10,
4:�--------------
,4A--------- ----- -- X.
42" RCP OUTFALL
4.1
EL. 6.0 DESIGN BOTTOM OF PAINTED RED METAL MP INV. ELEV = 10.2
SEDIMENT STORAGE BAND SEDIMENT 4"x4" PRESSURE
ELEV.=6.0 CLEANOUT MARK AT TREATED POST IN
ELEVATION 7.5 CONCRETE
FOREBAY 5 (PROPOSED
SECTION C-C
SCALE: 1 "=20'
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
1 \ \ 4• � MAX.
2 ® 6.5'x6.5' ANTISEEP
COLLARS
2
pla.c
Top View I Trash Rack Assembly
Elev. A
NOTE: CUSTOM SIZES AVAILABLE UPON RoPRST
Inc.
9ue1
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SCALE (V):
AS NOTED
DESIGNED BY:
EWM
DRAWN BY:
MJB
QC BY:__LWlLDATE: 12/14/10
DATE:
03/21/2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-503

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840.31
name:
PLAN
MANHOLE
54
FOR MANHOLE COVER & FRAME
OPTIONAL
-BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
E
C. TO C.
a I OUTLET PIPE .�
I
6,t E OR F Z "
A I
SECTION
C-C OR D-D
SECTION X-X
SECTION Y-Y
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB,ADDI
TIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
nnum 1
DIMENSIONS AND OUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL OILWITIES
BOX AND SLABS
DEDUrTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
6
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
YIN. H
C. a.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0. 167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
tell
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-61,
3'-6"
3'-9"
18
4'-3"
4'-6"
4'4"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
W6"
0.560
1 0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
Ill
3.623
0.235
0.317
54"
W-10"
5'-10"
5'-91,
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-11,
8'-1"
1.210
1.210
0.518
169
5.917
1 0.444 1
0.589
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HEET 1 OF 1
840.31
PUMPING CAPACITIES: The aerator shall be a floating, surface
spray aeretorwith two separate interchangeable spray patterns.
The Aqua Gem shall be a "plume" shaped spray pattern, with a
spray height of 4 feet or meters and the spray
et diameter 9.5 feor meters. The primary pumping
rate shall be 200 GPM or _m3/hr and the secondary or
induced simulation rate shall be GPM or md/hr. The -
A Aqua Blast shall be a low r -
q p ofi a mushroom" shaped spray
pattern, with a spray height of _ feet or _ meters and
the spray diameter _ feet or meters. The primary
pumping rate shall be GPM or _m3fnr and the secondary or induced circulation rate shall be
_GPM or_ M3Kr.
FLOAT: The float i t construction s ro o-molded from a blade polyethylene material and is filled with a closed cell
polyurethane foam. The float shall be capable of providing full floatation if the shell is punctured or cracked.
Lights snap into float thereby eliminating any brackets and no tools are needed to mount them. Metal floats or
those with an internal void for additional ballast are not acceptable
IMPELLER: The impeller shall be dynamically balanced and constructed of glass reinforced thermoplastic
called Isoplast. The impeller shall be attached to the keyed motor shaft by means of a M6 bolt and (2) M6
washers (one stainless steel, one nylon.) Flexible shaft couplings are not acceptable.
PUMP COMPONENTS: All pump components shall be constructed of glass reinforced thermoplastics.
MOTOR: The impeller is to be driven by a 115 volt, single phase, 1/2 HP Franklin high speed PSC
(Permanent Split Capacitor) motor with internal automatic reset Dverk)ad. This shall be a motor rated for
continuous duty and operating at 3,250 RPM at 60 Hz (2,700 RPM at 50 Hz). The motor housing shall be
constructed of marine grade aluminum that is polyester powder coated for corrosion resistance.
DEBRIS SCREEN: A debris screen constructed of 1/4" (.64cm) nylon mesh shall surround and enclose the
intake of the Aqua Series fractional aerator.
FASTENERS: All fasteners shall be made of type 304 or 18-8 stainless steel.
UNDERWATER POWER CABLE: The power cable shall be SJOOW 12AWG rated for 300 volts, constructed
with synthetic rubber insulation and a thermosetjacket to resist heat, moisture, cracking and softening. ft shall
be UL and CSA listed.
ELECTRICAL CONTROLS: The electrical control components for the 115v units shall be mounted in a
NEMA 3R enclosure, the electrical controls shall consist of a 24-hour timer and a GFCI. The electrical control
components for the 230v and 220%, (5OHz) units shall be mounted in a NEMA 3R enclosure, the electrical
controls shall consist of a 24-hour Omer, fuse, contactor, and a GFCI.
TESTING:
A. Safety -The Aqua Series shall be tested and approved as a unit. Separate component testing not allowed.
Unit must be tested by Ell, ETL-C, CE, UL or other accredited testing facilities.
B. Performance - Unit must have independent performance testing provided by the University of Minnesota.
WARRANTY: This shall be a two year warranty.
ACCEPTABLE MANUFACTURER: This unit shall be an 01terbine 112 HorsepowerAqua Series fractional
aerator manufactured by OTTERBINE/BAREBO, INC. 3840 MAIN ROAD EAST, EMMAUS, PA 18049 U.S.A..
PH: [phone]. www.otterbine.com
402
PUMPING CAPACITIES: The aerator shall be a floating, surface spray
aerator with a "fan" shaped spray pattem. The spray height shall be
12 feet or meters and the spray diameter 24 feel or; -
_meters. The primary pumping rate shall be 800 GPM or £
_m3lhr and the secondary or induced circulation rate shall be
_GPM or _ aMr. 3`
FLOAT: The float shall be made of seamless, one-piece high -density
polyethylene plastic, filled with high density closed cell polyurethane foam.
The float shall be capable of providing full floatation if the shell is punctured
or cracked. The float shall have protective pockets for lights and handles
molded into the bottom for easy handling. Metal floats or those with an
internal void for additional ballast are not acceptable.
IMPELLER: The impeller shall be dynamically balanced and die cast
from types 304 stainless steel. A type 304 stainless steel bolt and setscrew shall secure the Impeller to the
motor shaft. Flexible shaft couplings are not acceptable.
MOTOR: The motor shall be a 3 HP, 230 volt, 1 phase, 60 Hz oil -cooled, submersible motor
operating at 3450 RPM or 50 Hz operates at 2875 RPM. The service factor shall be 1.15 except for 5HP 1 Ph
which shall be1.00. The motor shall operate in a reservoir ofOtterbineoil for continuous lubrication ofbearings
and for efficient transfer of heat through the motor housing wall. Top mounted motors and water -lubricated
motors are not acceptable. The rotor shall be dynamically balanced. The winding (stator) wires shall be
covered with class F rated insulation designed for complete immersion in oil. The motor shall be attached to a
thermoplastic motor base plate. The motor shall be protected against oil and water leakage by a combination
of rotary seals, stationary seals, and molded rubber "0" rings. The rotary seal shall be accessible without
removing the motor base plate. Molex shall be serviceable.
MOTOR HOUSING: The external motor housing shall be a canister formed from deep drawn 316 stainless
steel.The motor base plate shall be constructed of420 Valox thermoplastic. AValox boss will provide
support and protection for the male electrical connector.
FASTENERS: All fasteners are to be metric and type 304 or 316 stainless steel.
ELECTRICAL CONNECTORS: The electrical connectors shall consist of a receptacle and a plug constructed
of nonconductive polymers. The system shall create a vacuum seal when connected and have a threaded nut
system as a backup. The plug shall have a keyway and be threaded into the motor base plate. The connector
system shall be ETL and UL approved.
UNDERWATER POWER CABLE: The power cables shall be type SOOW specifically designed for underwater
use. The conductors shall be flexible, stranded bare copper 12,10 or 8 gauge, triple Insulated to resist moisture,
cracking, and softening. The outer)acket of the cable shall be a black CPE material- All underwater connections
shall be vulcanized. Power cable shall be able to be furnished In unspliced lengths up to one thousand feet
(305 m) if necessary.
POWER CONTROL CENTER: The electrical control components shall be mounted In a NEMA 3R enclosure
with an externally mounted disconnect switch and a HAND - OFF - AUTO selector switch. The electrical
system for units operating on 115, 208-230 volt, single or three phase, shall include a circuit breaker and a
GFCI (Ground Fault Circuit Interrupter). To operate the GFCI on 208-230 volt systems a grounded neutral
must be present or an optional control transformer may be supplied. The electrical system for units operating
on 400 and 460 volt shall include fuses. Fuses, if used, shall be dual -element type, mounted in three pole fuse
NOTE:
CONTRACTOR SHALL INSTALL AN AQUA GEM FOUNTAIN IN FOREBAYS #2
AND #5. CONTRACTOR SHALL INSTALL A GEMINI FOUNTAIN IN BMP #t.
`\ /
Xf ANCHORING
F
~\• MO
rlr\
2. Place
�-
`octing
gnus
�
hroa
yt
am n
ul nee
/
the four
,emus.
Place
them, ova
shsoa as-
sembly.
Anchming hmerring the Osterbive Unit is simple. Assembly of tt,e tsSmia is simple (see shove.) The Line drawings or a side -by -side compui4nm of Ise
Each oww.s's tmteal provides 0e acre cesuvery Io uoh amves in the Agoarinn timign r®dy to be placed H2HP Aquaelas and 1/2HP AgoaGem uoi s. less
secpml omupuip Newxtmwa.Farmweirdm- up. r roan tTo oenvat ,from owe Y p�cey y qu Dent IesIDen psimg ,erdwursgremnsils.m1d 01hV tIWtl4VILI Y4
moon slit www.mtmhinemm Ue Aqu (Fig.A) simply remove slag slm8er disk oalinem Y www.caddelailswm
rompomm fm Ise Aq?L.,: (ag. 9). Please make sure
she wit is duc=esm/",melewrind sauce when
ron enrg pattem,.
Note: The following two spray patterns are included in the Aqua Series Package.
403
blocks, and with spring reinforced clips. For all units the motor starter shall be a combination magnetic full -voltage
non -reversing type, 600 volts maximum, with bimetallic, ambient compensated overload relays. The electrical
system shall include a lightning arrester, rated for a maximum of 100,000 amperes discharge for three phase and
a maximum of 60,000 amperes discharge for single phase, The system will include a 24-hour timer.
TESTING:
A. Safety: The aerator system shall be tested and approved as a unit. Separate component testing not allowed.
Unit must be tested by ETL, ETL-C, CE, UL, or other accredited testing facilities.
B. Performance: Unit must have independent performance testing provided by the University of Minnesota.
WARRANTY: Warranty shall be five years.
ACCEPTABLE MANUFACTURER: This unit shall be an OTTERBINE Gemini Model, 3 horsepower
manufactured by OTTERBINE/BAREBO, INC., 3840 MAIN ROAD EAST, EMMAUS, PA 18049. U.S.A.
PH: [phone]. www.otterbine.com
Ir
WCNORINB�
�•,- Noaasda _
Ntrhmruwtsonri, she onew. Unit is>ivu. U.&AmNmge: Unu,HEMA3RPmerPanel(-A Lued,mving ofde3H➢Gemwum1,0,ss.
Each oxmeiemmnmiprowdu Hu snprnar."utun rimer,GFCf(exeepsddOV), banter, surge arrenor, desughM dusrumi ofshis rvW whermodela. 1
saardypbn your mdtA dtenwerwy. HOA swilch and shermaf overload prwmaiavrl 50 .mdkunhh .earn
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SCALE (H): AS NOTED
SCALE (V): AS NOTED
DESIGNED BY: EWM
DRAWN BY: MJB
QC BY. -.EWMDATE: 12/14/1(
DATE: 03/21 /2011
KHA PROJECT NO.:
116319001
SHEET NUMBER
CG-504

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LEGEND
CONTOUR ELEVATIONS
xx:
x„� �i: CLEARING LIMITS
T,
-2 �r WO
PRE —DEVELOPED DRAINAGE AREA
.» -. RE— BASIN DESIGNATION
., 4•: r.;
10;
4.59 ACRES
•y55
' # , �'";p CN NUMBER
4 PROJECT LINE AND DESCRIPTION
OFFSITE DRAINAGE AREA (79,094 SQ. FT.)
�
w4 B Ewa'.
£_•
E
All
L ' 01
"
bk '_'t. :txx3rmtixer /
Kimley-Horn
and Associates, Inc.
BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
KUREB FINE SAND, 1 TO 6 PERCENT SLOPES
On ONSLOW LOAMY FINE SAND
Pn PANTEGO MUCKY LOAM
Ra RAINS FINE SANDY LOAM
„ a SOILS BOUNDARY
PRE -DEVELOPED DRAINAGE AREAS
LINCOLN PARK RESIDENTIAL
GRAPHIC SCALE
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2011 Kimley—Horn and Associates, Inc.
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
MARCH 21, 2011
SS4 09 oW

i
Y
- ! Tg
I
L
II MErn.Rl�
R u41 OF P !:a tyy' K i 4Fm 1N � ` •.
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1
sr
• \ d T 1 r - — , m 1
h
-..♦ :. t� FOK7FPA\/ 5
8
i : 'ui.n' • .,p,� , , s 1 _ .DA = 29.02 ac
I ORBAY ® 1 . <,
0
OFFSITE �
DRAINAGE ! ��� 3.5 ©j sr sr —� -=—�g 1
• ;' AREA =0.18AC. 'B B B �\ sr s _ST — ��ST
—
/ • A is B ® �.ST — ST 1
a B B
Sr ST
ST
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DRAINAGE AREA `� " m� \� ®
t I FOR 421
\ � � DA = 24.21 ac .
REMOVED FROM `\ m ?� ®' �, ® a .\ ® -_ m �r� -
PERMIT = 2.37 AC. a
j* ST DSr % Luc/\ • \
a , �
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BAY
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BMP 1 LEGEND
DA=67.79aa {� a ® ® e ;7�
B ;
(FOREBAY1B �� y -� ;' LIMITS OF DISTURBANCE
rA;n. I 31 a a e e a e '9 \ / CONTOUR ELEVATIONS
'. PERMIT LINE AND DESCRIPTION
1� a' PROJECT LINE AND DESCRIPTION
i E E
POST —DEVELOPED DRAINAGE AREAS
: �, v n• ,.
- A p E E
m _ a B B e A o OFFSITE DRAINAGE AREA
ST ST
/� DRAINAGE AREA REMOVED
.: - �•• ST .ST ST ST ST ST -
DRAINAGE AREA w\ ' y e 6 a B e a s a s 3 ° , `{ BNW # 1-
ADDED TO TOT., DRAR,.Gr .RE _ 12168
PERMIT = 1.71 AC. . ��� ° -_--< �� ®' REVISED TOTAL DRAINAGE AREA- ,2,.02 AC.
+� ------
i
A.,
KiEM"
and
mley-Horn
Associates, Inc.
Tel: [phone]
Fax: [phone]
FOREBAY
1B
BMP #'
TOB=19.0
�NWSE=11.0
DRAINAGE
80 AC.
)EVELOPED DRAINAGE AREAS
LINCOLN PARK RESIDENTIAL
60 0 60 120 240
GRAPHIC SCALE
Suite 300
501 Independence Parkway
Chesapeake, Virginia 23320
©2011 Kimley—Horn and Associates, Inc.
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
MARCH 21, 2011
APR 0 8 ZGil
15�)JOx 6815

BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
TB 21.0
' 4 MAX EL. 13.5
MAX.
—
4: 1 MAX.
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501 Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
©2011 Kimley—Horn and Associates, Inc.
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
SEDIMENT
STORAGE
7.5 _
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=6.0
15 0 15 30 60
GRAPHIC SCALE
PAINTED RED METAL
BAND SEDIMENT
CLEANOUT MARK AT
ELEVATION 7.5
FOREBAY 5 (PROPOSED
SECTION C-C
SCALE: 1 "=20'
4' 4
4'1 MA 42" RCP OUTFALL
INV. ELEV = 10.2
4%4" PRESSURE
TREATED POST IN
CONCRETE
FOREBAY #5
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
2 ® 6.5'x6.5' ANTISEEP
COLLARS
LINCOLN PARK RESIDENTIAL
AT CAMP LEJEUNE_
ONSLOW COUNTY, NORTH CAROLINAS� two'
MARCH 21, 2011

q: MqX
—
4:1
• PAINTED RED METAL
BAND SEDIMENT
CLEANOUT MARK AT
ELEVATION 7.5
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=6.0
4"x4" PRESSURE
-TREATED POST IN
CONCRETE
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
1L-
4
Kimley-Horn
and Associates, Inc.
Suite 300 Tel: [phone]
501Independence Parkway Fax: [phone]
Chesapeake, Virginia 23320
Q2011 Kimley—Horn and Associates, Inc.
ELEV.=13.50
PPE= 13.5�
� 1
4
ANTI —FLOTATION DEVICE
(CONCRETE FILLED RCP
RISER 36" DEEP)
12" NO. 67 STONE
48" RCP BARREL
10'
INV. ELEV.=8.8
72" RCP RISER WITH
PLASTIC SOLUTIONS, INC.
72" PYRAMID TRASH
RACK (SEE DETAIL, THIS
SHEET)
ANTI —SEEP COLLAR (AS AN ALTERNATE,
CONTRACTOR CAN SUBMIT A SHOP DRAWING
DEPICTING A CONCRETE ANTI —SEEP COLLAR
IN ACCORDANCE WITH NOTE 2 IN THE
ANTI —SEEP COLLAR DETAIL)
ENLARGED VIEW - FOREBAY 2 RISER
SCALE: 1 "=5'
2,
a1 plastic
Top View I Trash Rack Assembly
Elev. A
NOTE: CUSTOM SIZES AVAIIABU UPON REQUEST
a me.
equal
PART NO PLASTIC
72" PYRAMID OLUTIONS
TRASH RACK NC. P.O. 4
Winchese. Vter VA 22004
PYD 72 WITH CONCRETE RISER 877-877-5727
wa.plu°c-soln0on.com
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
72" DIA. RCP RISER WITH PLASTIC
SOLUTIONS, INC. 72" PYRAMID TRASH
RACK (SEE DETAIL, THIS SHEET)
E� SEDIMENT RISER CREST ELEV.=13.5
STORAGE TEMP. POOL ELEV. = 13.5—\
— — — — — — — — — — — — — — — — — PPE = 13.5� — — — — —
v
-----Z----------------------------- — — — — — — —— — MF p i--1 41
10'
4.1 MAX J 1 4 MAX.
4
10' 20'
DESIGN BOTTOM OF, ��2 ® 7'x7' ANTISEEP
SEDIMENT STORAGE COLLARS
ELEV.=6.0
FOREBAY 2 (PROPOSED
SECTION B-B
SCALE: 1 "=20'
FOREBAY #2
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
LINCOLN PARK RESIDENTIAL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINAG�` �
MARCH 21, 2011

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19
20 1
15
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ANTI —SEEP COLLAR (AS AN
ALTERNATE, CONTRACTOR
CAN SUBMIT A SHOP
DRAWING DEPICTING A
CONCRETE ANTI —SEEP
COLLAR IN ACCORDANCE
WITH NOTE 2 IN THE
ANTI —SEEP COLLAR DETAIL)
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
4. A4,4k.
2 0 63"x63"
ANTISEEP COLLARS
48" PRECAST MANHOLE WITH
PLASTIC SOLUTIONS, INC.
48" PYRAMID TRASH RACK
(SEE DETAIL, THIS SHEET)
ELEV.=14'00 \
CONTRACTOR SHALL
PROVIDE MINIMUM 6"
COVER OVER PIPE
N 24" BARREL—/
INV 10.7(
ANTI —FLOTATION DEVICE
(CONCRETE FILLED RISER
36" DEEP)
12" NO. 67 STONE
t 211
e.
GRAPHIC SCALE
6.0" PVC STUBBED
INTO BOX
PVC SCREW TYPE PLUG �yy/\ HDPE
6.0" PVG� \structural plastic N)"7
PVC CAP WITH 2.5" DIA. *PAINTED RED METAL
HOLE IN BOTTOM OF CAP BAND SEDIMENT Top View
CLEANOUT MARK AT Trash Rack Assembly
ELEVATION 7.5
_ oPPE=11.0— —
SLOPE NORMAL SLOPE
DIRECTLY A\
THE RISER _ _----_ _— 4 \ Plastic Solutions Inc.
1L—
trash rack or equal
I 2 877-877-5727
.. ORIFICE INV. ELEV.=11.0 DESIGN BOTTOM OF zo 1/4^ ����❑❑A ����
48" PRECAST MANHOLE WITH SEDIMENT STORAGE
ELEV.=6.0 ���� ❑❑R EUM
.. PLASTIC SOLUTIONS, INC.
48" PYRAMID TRASH RACK 4"x4" PRESSURE
(SEE DETAIL, THIS SHEET) TREATED POST IN
CONCRETE
ENLARGED VIEW - BMP 1 RISER
SCALE: 1"=5'
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
10' VEGETATED SHELF
VARIABLE WIDTH PUBLIC/PRIVATE
IMPOUNDMENT EASEMENT
RISER CREST ELEV. = 14.0
TEMPORARY POOL ELEV. = 14.0
-6" PVC STUBBED INTO BOX SEDIMENT
-6" PVC SCREW TYPE PLUG STORAGE EL. 12.0
10.5 EL. 11.0
— PPE=11.0— EL. 7.5
—------------------------------------
I 3
ANTI —FLOTATION
DEVICE (CONCRETE
FILLED RISER 36"
DEEP)
EM" Kim
and
Suite 300
501 Independence Parkway
Chesapeake, Virginia 23320
QC 2011 Kimley—Horn and Associates, Inc.
ley -Horn
Associates, Inc.
Tel: [phone]
Fax: [phone]
DESIGN BOTTOM OF
SEDIMENT STORAGE
ELEV.=6.0
VARIES, SEE PLANS
BMP 1 (PROPOSED)
SECTION A -A
SCALE: 1 "=20'
Top of riser
Elev. A
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
PART NO 48" PYRAMID PLASTIC
OLUTIONS
TRASH RACK Z INC P.O. No. 4386
PYD 48 Winchester VA 22604
WITH CONCRETE RISER 877-677-5727
wmr.plestic-eolatiov.com
SEE PLANTING PLAN SHEET
FOR PLANTING DETAILS OF
5' SEDIMENT 10' VEGETATED SHELF
EL 12.0 STORAGE EL. 11.
EL. 11.0 EL. 10.5
EL 7.5 APE=11.0 EL. 7.5 —�
1 1L—_ -------------- ON)(.
3 6.0 EL.
12" THICK RIP —RAP DESIGN BOTTOM OF 4
SPILLWAY SEDIMENT STORAGE
ELEV.=6.0
FILTER FABRIC (TOE INTO
BERM 12" AT POND BOTTOM)
L:TM:31
10'
VEGETATED
SHELF
LINCOLN PARK RESIDENTIAL
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
MARCH 21, 2011
10'
BMP
MAINTENANCE
EASEMENT VARIES
(20' MIN.)
Mqk.