SW7070626_APPROVED PLANS_20070910

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Y
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
(❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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A SITE LAYOUT PLAN
C1 C1 SCALE 1"=30'
■
NOT TO SCALE
SITE DATA:
TOTAL SITE AREA: 93,625 SF, 2.1293 ACRES
TOTAL # LOTS: 1
SITE ZONING: C-3
OWNER:ZACHARY & JUDY TAYLOR
PO BOX 12006
NEW BERN, NORTH CAROLINA 28561
252-633-5106
TAX PARCEL ID: 8-208-137, 8-099-020, 8-099-021, 8-099-022
POSTAL ENUMERATION: UNIT A - *** McCARTHY BOULVARD
UNIT B - *** McCARTHY BOULEVARD
MINIMUM BUILDING SETBACKS: FRONT YARD: 25 FEET
BACKYARD: 10 FEET
SIDE YARD: 10 FEET
TOTAL PROPOSED BUILDING AREA: 19,400 SF (USE CODE 3.110)
PARKING SUMMARY:
PARKING REQUIRED: 1 SPACE PER 200 GSFA = 97 SPACES
PARKING PROVIDED = 97 SPACES (NCLUDING TREE ISLANDS)
UTILITY SERVICES: WATER - CITY OF NEW BERN (PUBLIC)
SEWER - CITY OF NEW BERN (PUBLIC)
ELECTRIC - CITY OF NEW BERN
GAS -NORTH CAROLINA NATURAL GAS
GENERAL NOTES:
1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED
BY ATLANTIC SURVEY & DESIGN
2. THE PARCEL SCALED IN A FLOOD ZONE "X" ACCORDING TO THE FLOOD
INSURANCE RATE MAP 3720547900J, PANEL 5479.
3. NO SECTION 404 WETLANDS ARE LOCATED ON THIS PROPERTY.
4. NO NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE.
5. ALL STRUCTURES BUILT SHALL COMPLY WITH THE NORTH CAROLINA BUILDING
CODE, 2006 EDITION.
6. THE RECEIVING WATER COURSE FOR THIS PROJECT IS W ILSON CREEK.
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PROPERTY OF ,
COMMERCE CROSSING
DB. 1531, PG. 802 EXIS NG ABOVEGROUND ELECTRI TO I I
Zoned C-3
c rt BE B RIED BY CITY OF NEW BE Retention Pond I =
N R R NCl
D E ECTRIC'SERV1CP TO
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`3r EtEtTRIC-RANEL-CONDUIT BY CONTRACTOR
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\ 12 200 SF 7,200 SF
FINISH FLOG§ ELEVATION=101.0' FINISH FLOOR ELEVATION= 01.0' o
122' 120'
\ INVERT SEWER = 97.0'
\ CANOPY
\ 12) ACES 108 r 21
INVERT SEWER = 97.0' NEW 6, PVC SWER
SERVICE 1.07 HANDICAP SIGNAGE AND 5'R
_ N82'52'25'E SPACE DESIGNATION
i 9' b 87.00"
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12' 14) " ' ®9 126 4.5'R 4.5'R
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NEW IWATER SERIICE a 4 as
p_97' S8252'25•W _ " - S8252'25'W 1 _
0 J - - - 142.07' Zoned C-3 87.00' -
S 5 R .� I I I 4.5R I I for 5'R
(19) SPACES 0 9' = 171'
OUTSIDE PICNIC AREA
N ep4p35 W
11
76)17 ,
6' HIGH WOOD FENCE
SET 10' INSIDE PROPERTY
LOT 19
Zoned R-10
QUAIL RIDGE SUBDIVISION I
M.B. 11, PC. 46
U
/ 0= 110'16'43" L
R=69.95
L= 134. 64
S 64'24'27" W
114.80
HUNTERS ROAD
60' paved/public R/W
STORMWATER RETENTION POND �� /�/// / N
SEE SHEET C3 /y7° � ,
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LOT 23 Co
Zoned R-10
QUAIL RIDGE SUBDIVISION
M.B. 11. PG. 46
vT 1.7 10"md'iZAMMAR
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GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL
UTILITIES IN THE AREA OF WORK.
2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND
GRUBBING IS THE PROPERTY LINE.
3. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6. INSTALL STORMWATER RETENTION POND
7. CONSTRUCT SITE IMPROVEMENTS.
8. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
9. REMOVE GRAVEL CONTROL ENTRANCE.
10. REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE
WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER DETENTION
POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT.
LEGEND
SILT FENCE C
C4
INLET OUTLET PROTECTION O
C4
DROP INLET F,G
INLET PROTECTION C4
9- EXISTING CONTOUR
19 FINISHED GRADE CONTOUR
+ 7.0' NEW SPOT ELEVATION
NOTES:
1.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL E, SHEET C4
2. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
NOTE:
ANY MATERIAL NEEDED TO REACH THE DESIGN GRADES
SHELL BE OBTAINED FROM A PROPERLY PERMITTED
BOFROW PIT FACILITY
JUN ( 2°'I
APPROVED
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUAUIY
Date 'Y / 7 0' , 20 �Z
swmmter pan* Na S N�° 7 v 6 s E ''9`
GRAPHIC SCALE
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( IN FEET )
1 inch = 30 It
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07054.DWG

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D.B. 1984 Pg. 879
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NOTE:
THE LIMITS OF DISTUBANCE SHALL BE THE PROPERTY LINE
NOTE:
ALL ROOF WATER SHALL BE DIRECTED TO THE
FOREBAY AREA OF THE STORMWATER RETENTION POND
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Retention Pond --- ---__--__--___
PROPERTY OF
COMMERCE CROSSING _
DBB. 1531, PG. 802 �- EXIS NG ABOVEGROUND ELECTRIC TO
EXISTING 24" RCPoned C-3 aC BE B RIED BY CITY OF NEW BERN
TO REMAIN
�c UNDERGROUND ELECTRIC SERVICE TO
x EL -CONDUIT BY CONTRACTOR
-
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©i ! / N PIPING -SIZING BY CONTRACTOR i
C !°!. UNIT A, - - - __ UNIT B.-
I 122'XIOO' 120'X60'
! 12100 SF \ 7,200 SF
TC arc FINISHA66K ELEVA110N=101.0' FINISH FLOOR ELEVATION=101.0' I
/ /01.0
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CANOPYMO.6 ,00.a 1
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100. 100.4 00.3
HANDICAP SIGNAGE kND
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FORM CURB 00.6TC -
100.6TC TO SPILL
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SPACE DESIGNATION
6' WIDE CUR 6C(cUT 6Tc
100.1 6TC 7 m
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Zor��d C-3�
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1n ;
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SET 10' INSIDE PROPERTY
$ LOT 19
E ro v E Zoned R-10
C4 QUAIL RIDGE SUBDIVISION
M.B. 11, PG. 46
S �
11 OTC
/V / /
0=110'16'43" L
/) L=134.64
HUNTERS ROAD
/ 60' paved/public R/W
STORMWATER RETENTION POND
SEE SIRET Q
= 94.2'
II
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INVERT = 94.2'\�
II
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Zoned R-10
QUAIL RIDGE SUBDIVISION
)24". RCP M.B. 11, PG. 46
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DRAINAGE SUMMARY TABLE
STRUCTURE ID
RIM
INVERT
COMMENTS
DS#1
99.4
96.9
CURB INLET
DS#2
99.4
96.6
CURB INLET
DS#3
99.5
96.1
CURB INLET
DS#4
98.0
96.0
YARD INLET
DS#5
99.5
95.9
CURB INLET
DS#6
99.5
95.5
CURB INLET
DS#7
99.5
95.4
CURB INLET
DS#8
99.5
95.0
CURB INLET
DS#9
99.3
94.5
CURB INLET
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL
UTILITIES IN THE AREA OF WORK.
2. UNLESS OTHERWISE NOTED, THE LIMIT OF CLEARING AND
GRUBBING IS THE PROPERTY LINE.
3. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6.INSTALL STORMWATER RETENTION POND
7. CONSTRUCT SITE IMPROVEMENTS.
8. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
9. REMOVE GRAVEL CONTROL ENTRANCE.
10. REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE
WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT,
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER DETENTION
POND WHEN IT ACCUMULATES TO A DEPTH OF ONE FOOT.
LEGEND
SILT FENCE
qC44
my NLET OUTLET PROTECTION D
C4
DROP INLET F,G
INLET PROTECTION C4
19 EXISTING CONTOUR
19 FINISHED GRADE CONTOUR
+270' NEW SPOT ELEVATION
NOTES:
1.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL E, SHEET C4
2. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
NOTE:
ANY MATERIAL NEEDED TO REACH THE DESIGN GRADES
SHALL BE OBTAINED FROM A PROPERLY PERMITTED
BORROW PIT FACILITY
GRAPHIC SCALE
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( IN FEET )
1 inch = 30 ft.
07054.DWG

NOTE:
ALL ROOF WATER SHALL BE DIRECTED TO THE
FOREBAY AREA OF THE STORMWATER RETENTION POND
PERMENANT POOL ELEVATION
TEMPORARY POOL ELEVATION
1 ENLARGED PLAN VIEW-
C3 I C3 1 =20
MWATER RETEN
= 94.5', AREA = 51236 SF
= 95.6', AREA = 7,006 SF
11
TOP OF RISER/CREST = A
TOP OF WEIR = B
36" CMP
INVERT 1.25" ORIFICE = C (PERMENANT POOL ELEV)
INLET PIPE = E
HARDWARE CLOTH AND -
STAINLESS STEEL STRAP
ANCHOR 36" CMP RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION D
0IA\ff
TRASH SCREEN
#3 REBAR @ 6" O.C. E.W.
3" WIDE x 1/4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN 1� (TYPICALROFE4)2"' MIN.
6" DIA. INLET PIPE
CONTINUOUSLY WELDED
TO RISER ,
30 LF 24" CMP OUTLET PIPE
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PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
5' SQUARE
3 DETENTION POND OUTLET STRUCTURE
C3 [ClNOT TO SCALE
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
SAFETY LEDGE- � I I I I 1 1 1 1 1 1 1 1 .1..I. r- ELEVATION=94.5'
5 TEMPORARY POOL ELEVATION = 9.80' 0 ELEVATION=93.5'
ELEVATION=93.5' PERMANENT POOL ELEVATION = 94.5' Vi
1 �_ POND BOTTOM ELEVATION= 88.5' 1 FOREBAY ELEVATION= 88.5' _� 1
2 2 2 2 6
PERIMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES IN EQUAL NUMBERS.
INSTALL PLANTS AT IT OC IN ALL DIRECTIONS. DISTRIBUTE SPECIES EVENLY
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
3' WIDE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
SECTION
)RED
24" CMP OUTLET PIPE
PROVIDE 4.5' DIA. ANTI —SEEP
COLLARS CONTINUOUSLY
WELDED TO BARREL
20' O.C.
OUTLET STRUCTURE ELEVATION CHART
A
I B
I C
I D
I E
I F
POND
1 9 7. O'l
95.6'
1 9 z . 5'1
9 3.5'1
93.5'
90.C'
GRAPHIC SCALE
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STORMWATER DETENTION POND CROSS-SECTION
NOT TO SCALE
( IN FEET )
I inch = 20 ft.
07054.DWG I

1 1 /9" TVDC 1_9 ACDUAI T
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
PRESENCE OF THE ENGINEER.
A NEW PAVEMENT SECTION
C 4 NOT TO SCALE
20'
00000
0 o O
0 0 6" LAYER OF COARSE AGGREGATE
o ° O °° O OVER 12" LAYER OF STONE BASE
° ° 0 o COARSE
50' o°o°o
0 0
0°o°O 10
o°o°oll
0 0
^000-0-0, 10'
EDGE OF EXISTING
ROADWAY PAVEMENT
B GRAVEL CONTROL ENTRANCE
C4 NOT TO SCALE
3'
x
C SILT FENCE
C 4 NOT TO SCALE
RCP
RCP
FILTER FABRIC
SECTION C-C
NOT TO SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8"
FLOW
0� OOo000°
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PROVIDE 2x12 BOARD(S) ACROSS m
1/3 MIN. HEIGHT OF INLET
FACE OF PIPE TO PREVENT
SEDIMENT FROM ENTERING PIPE.
REMOVE REMOVE AFTER
La
RIP RAP —7
Do
I La
I W
I AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON
THICKNESS
18-24'
10'
1 12'
6"
9"
18"
NOTE:
1. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER
ROADWAYS IN ACCORDANCE WITH THIS DETAIL.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS 1'-0".
4. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
D INLET OUTLET PROTECTION
C 4 NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
E VEGETATION PLAN
19
2" X 2" X 3' WOOD POST
RIM ELEVATION
S
s
z
Q (STORM DRAIN PIPE
FRAME WITH GRATE SET, US FOUNDRY
4175 FRAME AND 6166 GRATE SET OR EQUAL.
FOR CURB & GUTTER, USE US FOUNDRY
5130-6168 INLET FRAME, HOOD AND GRATE OR EQUAL.
ASPHALT
33" — 8" THICK
USE 4' CONCRETE BRICK
OR 8" SOLID CONCRETE BLOCK
GROUT ENTRANCE
no
6" COMPACTED BASE
GROUT ENTRANCE
STORM DRAIN PIPE
#5 @ 12" O.C. E.W.
NOTES:
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
2. CONSTRUCT CATCH BASIN TO MEET SIZE
REQUIREMENT OF SPECIFIED FRAME & GRATE.
G DROP INLET
C4
5' PA\/FAAFNT WIf1TP
0_
Z
a
w
�
-~ A O
Li
w
>
CASING SLOPE = PIPE SLOPE M
o
CDOT #57 STONE END SEAL A
EACH END PROVIDE SUPPORT W/
SPACERS AT 5' O.C. MINIMUM.
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
r 2" X 2" X 3' WOOD POST
6" THICK NCDOT
#57 STONE AROUND
PERIMETER
BURY FABRIC
'CATCH BASIN
NOTE;
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS & DROP INLETS.
F INLET PROTECTION
C4
H UTILITY LINE ENCASEMENT
C4 NOT TO SCALE
ENCASEMENT PIPE SIZE
UTILITY MAIN
DIAMETER
ENCASEMENT
PIPE DIAMETER
4„
8„
6"
10"
UTILITY MAIN —SIZE
AS INDICATED
PIPE INVERT AS INDICATED
ON PLAN
ENCASEMENT PIPE —SEE
TABLE FOR SIZE
PREFABRICATED SUPPORTS
LENGTH = PIPE O.D.+12"
(TYPICAL OF 3)
O
v
\�Q CARRIER PIPE
�Q
ENCASEMENT PIPE
STEEL STRAPPING
PIPE BELL TO BE CLEAR
OF CASING
SECTION A -A
GRAPHIC SCALE
to
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C4
( IN FEET )
1 inch = 15 ft.
07054.DWG