SW7061108_APPROVED PLANS_20061128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
a/QD&II Ry
YYYYMMDD

PROJECT PURPOSE
The purpose of this project is to construct a school, a gynasium and associated parking.
The project will also convert an existing asphalt area currently occupied by mobile classrooms
into parking.
CONSTRUCTION SEQUENCE
1. Obtain Soil Erosion & Sedimentation Control Plan Approval from NC DENR
Regional Office before commencement of project.
2. Hold Pre -Construction meeting with NC DENR representative, Contractor, and Owners
Representative.
3. Construct temporary gravel construction entrance /exit, install Temporary Sediment Fence
(Silt Fence) in accordance with the approved plan. Clear only to the extent required to 1
install the approved erosion control measures.
4. Remove existing buildings and asphalt areas as noted on the approved plan.
5. Relocate /install utilities as shown on the approved plan.
6. Bring building pad to elevation and begin construction of school and gymnasium.
7. Construct drop inlet, convert existing catch basin to a junction box, install 6" PVC and
construct required inlet protection. Do not excavate for Bioretention Basin or install 6" PVC
underdrain.
8. Install concrete curb & gutter, concrete sidewalk, aggregate base course and asphalt base
course.
9. Install 6" perforated PVC underdrain and construct Bioretention Basin.
10. Complete building construction and place asphalt surface course.
11. Stabilize all disturbed areas with permanent seeding & mulching in accordance with the
proposed seeding schedule.
12. Once all disturbed areas are permanently stabilized, including paving, call for Final Inspection
with NC DENR. Once an approval form from a NC DENR Inspector has been issued,
remove all temporary erosion control devices and place permanent vegetation on all distrubed
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every run-off producing rainfall event and at least as a minimum not less than
once every week. Any needed maintenance or repairs will be mode immediately.
2. All devices will be cleaned of sediment once 50% of the capacity of the device is
reached.
3. All sediment will be removed from in front of all sediment fence once it becomes about
0.5 ft. deep at the fence.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched according to
the vegetative plan to maintain a vigorous, dense cover.
CONSTRUCTION DETAILS /NOTES
1. All construction and repairs shall conform to the Plans, Standards and Specifications for the
City of Havelock.
2. In the event of any discrepancies in specifications, the more stringent will govern.
3. The Plans and Plan Details shall take precedence over the City of Havelock Standard Details.
4. The Contractor will be responsible for notifying all utility owners prior to construction and
responsible for verifying vertical locations. The utility locations shown are approximate
only. There may be utilities present which have not been shown.
Seeding Preparation
1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if
available.
2) Rip the entire area to 6 inches depth.
3) Remove all loose rock, roots, and other obstructions leaving surface smooth and uniform.
4) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see
below*).
5) Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared 4 to
6 inches deep.
6) Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or
cultipack after seeding.
7) Mulch immediately after seeding and anchor mulch.
8) Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If grandstand should be over 60% damaged, reestablish following
original lime, fertilizer and seeding rates.
9) Consult Conservation Inspector on maintenance treatment and fertilization after
permanent cover is established.
`A. TEMPORARY SEEDING SCHEDULE
ED14NG DATEEDING DATE SEEDING MIXTURE APPLICATION RATE
DEC 1 -APR 1 I' RYE (GRAIN) 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
APR 15 -AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 - DEC 30 RYE (GRAIN) 120 LBSIAC
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LB/AC
10-10-10 FERTILIZER ( FROM AUG 15 - DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC).
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK TOOL BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOP DRESS WITH 50LB/AC
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LBIAC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
Consult Conservation Engineer or Soil Conservation Service for additional information
concerning other alternatives for vegetation or denuded areas. The above vegetation are those
which do well under local conditions; other seeding rate combinations are possible.
***Temporary - Reseed according to optimum season for desired permanent vegetation. Do not
allow temporary cover to grow over 12" in height before mowing, otherwise fescue may be
shaded out.
PERMANENT SEEDING SCHEDULE
SEEDING DATE SEEDING MIXTURE
APPLICATION RATE
APR 15 - JULY 15 PENSACOLA BAHIAGRASS
50 LBSIAC
SERICEA LESPEDEZA
30 LBSIAC
COMMON BERMUDAGRASS
10 LBSIAC
GERMAN MILLET
10 LBSIAC
CENTIPEDEGRASS
10-20 LBS/AC
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH
ASPHALT, ROVING, NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR- USE SOIL TESTS
OR APPLY 150 LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF 24 INCHES.
Note: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fills shall be no greater than the angle that
can be retained by vegetative cover or other adequate erosion -control devices or structures. In any event, slopes left
exposed will, within 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. Pursuant to G.S.113A-57(3)
provisions for permanent ground cover sufficient to restrain erosion must be accomplished for all disturbed areas within
15 working days or 90 calendar days (whichever is shorter) following completion or construction or development.
ROUND CAI''
6' DIAME FE
FIL L WI TH
PAINT PIPE
PA VEMENT
SET IN ON
OF CONCRE
BOLLARD DETAIL
U!
WI
A(
SF
8'
€WO
HARCAP PARKING SIGNAGE
3'-0.
AT CLOSEST
POINT
2'
6' 4' ° ''
8' 6•
2" ds a °
d ,
%'REBAR - 2 REOD
(DRIVE REBAR IMIN. 6EL 0W TOP SURFACE)
FINISHED GRADE SEE GRADING PLAN
---PLAN DIMENSION LINE
w
G' 1"
CONIC COMBINED
CURB & GUTTER
2' R SEE TYPICAL
PAVEMENT SECTIONS
6'
T
D.
STANDARD CURB & GUTTER
CURB DIMENSIONS
TYPE
W
D
T
CGA
18.
6'
11/2'
CGB
24'
6'
2'
C G C
30'
6'
2'
CGD
36'
6'
2 L/2'
GENERAL CURB AND GUTTER NOTES:
CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED
WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1-1/2'SHALL
BE OBTAINED.
ALL CONSTRUCTION JOINTS SHALL BE STRAIGHT AND TRUE. EXPANSION JOINTS SHALL BE SPACED 30'
INTERVALS,& ADJACENT TO ALL OBl'ECTS.
EDGE OF PAVEMENT
°
d
•
•
a
d
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a d
• a
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°
° •
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e
•
4
a
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I
48'
I
12'
" REBAR - 2 REO'D
(DRIVE REBAR I' MIN. BELOW TOP SURFACE)
CONCRE TE WHEEL S TOP
(6'L x 8'W x 6'H)
WHO I
3000 PSI CONC
W/ E
6X6-W 1.4
(:Hll I rl
NOTES:
A GROOVE JOINT I' DEEP W/ 1/8' RADII SHALL BE REOD
IN THE CONC. SIDEWALK AT 4' INTERVALS, ONE 112'
EXPANSION JOINT WILL BE REOD. WHERE THE SIDEWALK
InINC ANY Rinn STRHCTIIRF_
CONCRETE SIDEWALK
2' S-9.51B ASPHALT
8' ABC STONE BASE COMPACTED
' 1=1 11=1TI=1 I I -LIE 111=11 Fd 11- i-I '
I-III-III=III=11REFER TO SOILS REPORT
11 FOR COMPACTION REQUIREMENTS
TYPICAL PAVEMENTS SECTION
NOTE, ALL PAVING WORK SHOULD CONFORM TO THE REQUIREMENTS OF
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
3000 PSI CONC
W/ BROOM FINISH
6X6-W IAXW 1.4 W'
TURN DOWN CONCRETE WALK
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-07-06
TRANSMITTED BY TronSite consult. Engrs.
SCALE See Graphic Scale
I' RAD
' MAX.
VARIBLE AS DIRECTED BY THE ENGINEER
TOP ELEVATION OF STORMWATER
0.51- r'
SILT FENCE FABRIC
INSTALLED TO SECOND 1
�` a•
I
WIRE FROM TOP I
NOTES:
*57 WASHED I MAX.
4Y I
STONE I
I. PUT SILT FENCE OR TREE PROTECTION FENCE UP
DESIGN OF SPILLWAYS
m
v,
MIN. 12-1/2 GA.
50, MIN.
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
GAVANIZED HARDWARE
EXISTING SLOPE
;
1�
MIN.10 GA.
INTERMEDIATE
WIRES GRADE
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITECDMPACTED
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
117 WIRE EXTENDS TO TOP
DRAINAGE AREA WEIR LENGTH
€ €€�i€ € �
LINE WIRES
THE MUD IS NOT REMOVED BY THE VECHICLE TRAVELING
OF BOX (3/8' MESH)
(ACRES) (FT)
CLASS I RIP -RAP FILTER FABRIC
OVER THE STONE, THEN THE TIRES OF THE
I 4.0
=
"•
VECHICLE MUST BE WASHED BEFORE ENTERING THE
11/
11/
2 0.0
VARIES
:..:::::::::: '..:;.::'.•.:.:;::: .::;.; .
PUBLIC ROAD.
3 8.0
4 10.0
5 12.0
I DIMENSIONS SHOWN ARE MINIMUM
SIDE VIEW
-I t: _� E.t.:., I ; :..
_3 :W11 rr_r-_�_...= :I.�-, '€
I (I 11 I€� .: IF I-�j}_1
€:; :s €� € € ,_. € LLf. I ...: ,...., t_{..€I ... A. s€�...:€r..1 I..
I; : '
1,
:. :.. .'
EXISTING :,•:.:., ,�.`..�..
:.., r. 2 3 STONE TO BE USED a";:>;:,';
ROADWAY '.-."'ASURGE STONE OR RAILROAD :.; :.,:=
BALLAST).
25'OR WIDTW OF 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON THE PUBLIC ROAD. THE GOVERNING AUTHORITY
PROPOSED STREET, WILL CLEAN THE AREA AND INVOICE THE FINACIALLY
WHICHEVER IS
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
-.::;.••'.::
-;'t-:.•;` ;'.:,:;...
GREATER
5? WASHED STONE UT +-Y
��/�T[�
:?:'>'.`';:-.' `
RESPONSIBILITY FORM.
jl i i •-.
�_.i
­7
�' f�n
EXISTING SLOPES
HEIGHT & WIDTH DETERMINED BY
1�1 -
`
FRONT VIEW
O ,�_.;
- �
EXISTING TOPOGRAPHY AND
B' TYP Clf
I' �I-
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
MIN. CLEARING LIMIT
w
ILT FENCE
PLAN VIEW
VARfEs
FOR STABILIZATION.
,
NOTES:
'STEEL POST
x
.1I/_ ,Car �• `� ! t C�
Hai y nn r �
,1I/
DOES NOT EXCEED I/4 ACRE AND NEVER
w
� WOVEN WIRE FABRIC
NEW CONSTRUCTION
^- c • y -.
IB' MIN.
-
I
IN AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
g SILT FENCE GEOTEXTILE FABRIC
o x
35 MIN. 15 MIN.
M
)1°L C�
0� 4�r•.� �CS�r� 1r �r �C t '
LU WEIR
�"
a
KEYED RIP RAP
t
in -
EXISTING ROADWAY
��
11/_�a�: nL� � r
6 6 J Y , � tH c 7,
11/
LT
`�' z FILL E FENCE FFOR AILURESS, UIR OF SE
)i �) 3f;ii `�f �i) �(, {?fir.
G
IF it
- I
#57 WASHED STONE
No. 57 WASHED STONE.
"
J J _)� C o ,
€
ip GRADE FOR ANCHOR WHEN SILT
:. •
• . , . , • 12 MIN.
1 / 1 /l
€
- I FENCE IS PROTECTING
6 MIN.
-
FRONT VIEW
MAINTENANCE:
CATCH BASIN
8' MIN. COVER
�.'
5' METAL POSTS
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
o ; � � " OVER SKIRT
f
1�"
2' INTO GROUND
MAINTENANCE:
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
N _
11:`
FABRIC UNDER STONE>%�i
INSPECT CHECK DAMS ANDCHANNELSAND
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
ANCHOR SKIRT AS
MAINTENANCEe
AFTER EACH SIGNIFICANT OR GREATER) RAINFALL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
DIRECTED BY ENGINEER
NG
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,
EXfSTlNG SLOPE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
E
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
N.T.S.
LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL
WHEN
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD
SEDIMENT FROM THE CONSTRUCTION AFTER
CROSS SECTION
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS
NEEDED. REMOVE SEDIMENT ACCUMULATED BEHIND THE
STEP SEQUENCE
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL
OR LEAVING SITE.
TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
SIDE VIEW
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY
MESH DURING SEDIMENT REMOVAL.REPLACE STONE
THE STONE CHECK DAM.AND PREVENT LARGE FLOWS FROM
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,WASHED,
AS NEEDED.
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS
STABILIZED.
OR TRACKED ONTO PUBLIC ROADWAYS.
AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
HARDWARE CLOTH & GRAVEL INLET
PROTECTION
CHECK
DAM
SEDIMENT
FENCE (SILT FENCE)
CONSTRUCTION
ENTRANCE / EXIT
IIIO Navaho Drive
Suite 600
Raleigh, NC 27609
• 919.878.1660
Architecture, PA FAX: [phone]
Annunciation Catholic Church
No. 6 Township
246 East Main Street
Havelock, NC 28532-2297
SITE PLAN PREPARED BY:
TRAN-,,SITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS PLANNERS • CEI
1300 Paddock Drive, Suite G-10
Office [phone] Raleigh, N.C. 27609 Fax [phone]
DATES
REV NO.
DATE
JOB : 206286
CHK BY:
Notes &
Details
DWG BY:
REV NO.
DATE
NSCBC 2002
SHEET NO.
C 2ml
THIS DRAWING IS A COPYRIGHT OF PHILLIPS ARCHITECTURE PA,2006.

NEW ASPHALT SURFACE COARSE
EXISTING PAVEMENT 2" MINIMUM
EXISTING
SUBGRADE
COMPACTED FILL
IN 6" LIFTS
PIPE
REFER TO W-3
NOTES:
1* The pavement cut shall be defined by a straight edge
and out with an approved saw cut machine.
2. The trench subgrade material shall be backfilled
with suitable material and compacted to a density
of at least 95% of that obtained by compacting a
sample of the material in accordance with AASHTO
T-99 as modified by NCDOT.
3. The final 1' of fill shall consist of ABC
material compacted to a density equal to 100%
of that obtained by compacting a sample of the
material in accordance with AASHTO T-80 as
modified by NCDOT.
4. The entire thickness/ vertical edge of out
shall be tacked.
5. The same depth of pavement material which exists
shall be reinstalled, but in no case shall
the asphalt be less than 2' thick.
6' The asphalt pavement material shall be installed
and compacted thoroughly with a smooth drum roller
to achieve a smooth level patch.
7.Refer to City of Raleigh standards for
trenches and pipe bedding,W-3.
for additional details. C
8. No Hand Patching allowed. DEPARTMEP
9. Pavement cuts within NCDOT ROW
shall conform to the approved STAN
on site encroachment permit.
3000 PSI SOLID CONCRETE
SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE.
NG
TAPPING SLEEVE
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2. SEE STANDARD REACTION BLOCK
TABLES, W-10 AND W-11 FOR
AREA OF CONCRETE REQUIRED.
WO Navaho Drive
suite 600
• Ra)eigh, NC 27609
919.8 78.16 60
Architecture, PA FAX- 919.878.4432
EXISTING PAVEMENT
UNDISTURBED SOIL
ATE/TAPPING VALVE
0 0 0
O O
o O o0
0 0 0
TOP VIEW
VALVE
FLANGE rp M.J. FITTING
SIDE VIEW
CITY OF RALEIGH
Annunciation Catholic Church
No. 6 Township
246 East Main Street
Havelock, NC 28532-2297
UNDISTURBED SOIL
MINLMUM
6" OF #67 STONE / I 6e k
D. OF PIPE � 6' �____-
CLEARANCEIDE
WHEN ROCK
OR WATER IS
ENCOUNTERED
NOTES:
1. Trenches requiring shoring and bracing, dimensions shall be
taken from the inside face of the shoring and bracing.
2. No rocks or boulders 4' or
larger to be used in backfill.
3. All backf L11 material shall be
suitable native material,
4. Backfill shall be tamped in 6" CITY OF R(
lifts. DEPARTMENT OF PUE
5. Achieve 95Y compaction in
backf ill. TRENCH BOTTOM DIMENSI
APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTE.2'x 2'x 6' CONCRETE
` PAD REOUIREO ON ALL VALVES.
Y -912'� NO PRECAST CONCRETE DOUGHNUT ALLOWED.
SEE STANDARD W-18
FOR COVER DETAILS.
TANDARD VALVE BOX
OP SECTION TO
BE +-2'
DOMESTIC
0 LBS. HEAVY WEIGHT
CASTING
PAVEMENT
VALVE BOX
VALVE
BOX
SE 5' SOIL PIPE
OR EXTENSIONS
TAMPED
BACKFILL•'
ALVE
WATER
0
0
MAIN
TAB -IN C.I. OR
L PIPE GASKET
TAMPED
;
BACKFILL
NOTES:
5/8,
1)VALVE BOX NOT TO CONTACT WATER MAIN
2)ALL TRAFFIC CASTINGS MUST BE CLASS
35 OR GREATER.
3)FOR ANY VALVES OVER 10'DEEP,A VALVE
STEM EXTENSION MUST BE USED TO BRING
TO A DEPTH OF NO MORE THAN 5'.
4)TOTAL VALVE BOX WEIGHT: MINIMUM OF 85
TANDARD VALVE
BOX LBS.
OTTOM SECTION
"X" BAR
.fie• 'e • 0.•
MAE
oilo a
,y.
1011111113111
THRUST COLLAR •---�
UNDISTURBED SOIL -\
�O°ou° o°O°Oo • e a(a}ooi
01
:Y
•a,, "fib •fib '.i ���••. •:ti �'�
"Y" BAR-�
CLEARANCE
RFTNFLIRCING RFn[ITPFMFNTS
3' MIN.
CLEARANCE
I.D. PIPE
REBAR SI2E
'X' BAR LENGTH •%• BAR WEIGHT
'Y' BAR LENGTH
•Y• BAR WEIGHT
ND. REQUIRED
G. - 38'
•5
2•-2't O.C. PIPE 1.043 LBS/FT
i'-1•
Ll LBS. EACH
X-24, Y-12
48' S g, a ur
'6
74'* D.D. P?PE 1.502 LBS/FT
11-1.
1.9 LBS. EACH
%-24. Y-12
TwPi IaT rnl 1 AD CNn TI-IRI ICT ar i4r7nI u v
I.D. PIPE
'A•
•8'
'C-6'-16'. 20'-24', 30-36, 48•
6' - 36'
1'-4'
I'-T
2' 3' 4'
48' S. greeter
r-8'
NOTES:
1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL 8E THE MINIMUM WIDTH
AS SHOWN ON STANDARD DETAIL W-3.
5. BACKFILL TAMPED IN 6' LIFTS PER CITY OF RALEIGH
STANDARD DETAIL W-3. DEPARTMENT OF PUBLIC UTILIT
6. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN I
EDGES OF COLLAR AROUND CIRCUMFERENCE. rnn I-IA=rn n.ATNic
aCAST OATS
Q Q L�, n
WATER
�u
�16 1 111
PLAN VIEWO
Fl
i ED
SECTION VIEW
BOTTOM VIEW
Nate 1 - 'Water' Lettering must be 1"
Raised (Recessed Flush)
Note 2 - Valve Cover shall be
domestically cast.
Note 3 - Cover must have a minimum
weight of 25 pounds,
Note 4 - Cover must be class 35 or
greater.
Note 5 - Cover must meet or exceed
AASHTO H-20 load requirements.
SITE PLAN PREPARED BY:
TRAN,JITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS • PLANNERS a CEI
1300 Paddock Drive, $uite G-10
Office [phone] Raleigh, N.C. 27609 Fax [phone]
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CITY OF RALEIGH
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DEPARTMENT OF PUBLIC UTILITIES
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STANDARD THRUST BLOCKING VIEWS
DWG. NO, REVISIONS
DATE REVISIONS DATE
RRH 3-31-00
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D.W.C.
9-7-99
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DEPARTMENT
OF PUBLIC
UTILITIES
f
FIRE
MAIN
-
DOUBLE
TYPICAL
r
DETECTOR
CHECK
VALVE
ASSEMBLY
DWG. NO.
REVISIONS
DATE
REVISIONS
DATE
12-31-91
O.W.C.
11-3-99
W_37
Y.C.A.
6-92
ABB
10-4-04
Y.C.A.
REACTION BEARING AREAS
BASED ON
FOR
TEST
HORIZONTAL WATER PIPE BENDS
PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN 3N SQUARE FEET.
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REACTION BEARING AREAS ARE IN SQUARE FEET
MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 90 ° TO THE THRUST
VECTOR.
USE 6'- 90 °BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
-r-
QUANTITY
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-07-06
TRANSMITTED BY TranSite Consult. Engrs.
SCALE See Graphic Scale
DATES
REV N0.
DATE
j06 #:
SHEET N0.
C 2.3
.
AL
© THIS DRAWING I5 A COPYRIGHT OF I°HILLIPS ARCHITECTURE PA,2s06.

v z fl z a z
I'll TOP OF FILL TOP OF FILL
o m TOP OF FILL O O C7 m GENERAL NOTES: O O FT1 1` O
C'( C a Y MORTAR JOINTS 1.1" +/- Yg" THICK. } H-4W. -�1 �` ��7c'r 3'-S" HQ
n Hid = Z U D 1OF O I USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB . Z== U O H O= ^rI 1 1 H ccO U
HA z Q Q H Z USE CLASS "B" CONCRETE THRDUGFIOl1T. Q <R O 1 rr DEPRESSION a ,r 1 ytrr n z h z -
= O O
r- -rN N 18i0UND LINE GROUND LINE _
H D C)OVJ= • I._,z�zn OOa=z mz =� 1 -� t -7 jr rm-H F� OOa=z
p -{ H '1 H OR[X1ND LINE H 1- J O C9 r T to
m Z = > LL . I - H Z m O - (� F USE N4 BAR DOWELS AT 12" CENTERS. I.L. J O HOT r O -4 0 r rr r ,r 'r°� I.L. O M
0 d d � _ - X X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. = z - ~ r Ill I Cr Owx;
� � D m nr _ ,I, a ri_rr � _+r,n= r_-r,rzr, r- nr �„r r,� rr = ,=rr�rr,�,r,_ rrr a$,, rf = rr�- _ rrr_ erg=rrr�„ r- W Q Z LL_ 0 0 C7 x W Z U_ '� O n _ LU zQ LL_
- z .. "0'rr ' F- U d = -on 5 A m I PROVIDE ALL CATCH BASINS OYEA 3'-6" IN DEPTH WITH STEPS 12 U Q O S T Z n m - O E I E V E O C7
u ," " n, = ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LY C7 - FG G
= O d 0 I.D. n a "_ H Ca O I ¢ H O O - 0 - Q N
Z r-4�l- m ,+ I'0' n I.D. �, h = Z W Z O TI - - - - - - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS F- = ~ Z W Z = O m N O I h = Z "
O.0.124 MIN. r
n O �' I ' +r �? NO7 LESS 774E 3" u w N CE WO Q Q ) G)) O HrH - - - - OF SECTION 840 OF THE STANDARD SPECIFICATIONS. O LL J n fj O� ,r,i t _ © _ - - - - I (J] H LL ON Q
D n 1 - " - u, _ :':: r .:',' :'.'.'.' .. ,; ::+` Z H n D I AS SH(IIN ONCESTD NOR�840IOO.IS SE7 IN BOTTOM SLAB OF BOX, ADD TO SLAB O r0H D n N 0 -- - - N _ r _ - _ Z Q FNt DC
zz,"�,�,i,_ ur _"rY , �,,,=n r= i"=,rr=rrr� „ a h •� FOR 8`-0" IN NEIGNT OR LESS USE B" WALL. OVER 8'-O" IN HEIGHT, USE M C = 7 I h F�4
'-' r O•D• ROCK .. EARTH r p 1-w I 12 WALL TO 8'-0" FROM TOP OF WALL AND B" WALL FOR THE REMAINING r W p CO) D r )N , W p
00 O.O.l24 MIN. . N07 L.68SMIINN� O.D. ! „' rrrs„r_ i, -_'Iof r _ ,rr=r =0i Wp 0 ' W-0". OUANTITES TO BE ADJUSTED ACCORDINGLY. UJ Z
p
1 SECTION G-G :zN �H
Z NOT LE39 TIiMI 3` O.D. r 4' O.D.
O.D. + 4' AS DIRECTED BY ENOR.
NORMAL EARTH FOUNDATION ROCK FOUNDATION Y CONSTRUCT WITH PIPE CROMYS WITCHING.
UNSUITABLE MATERIAL FOUNDATION PLAN DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO r 1'-4 1r-4 F4
TRAFFIC.
PIPE IN TRENCH WITH COPING REMOVED m PLAN OF FRAME LO
CHAMFER ALL EXPOSED CORNERS 1".
TOP OF FILL TOP OF FILL TOP OF FILL DRAWING NOT TO SCALE. = 1'-77Iy" V-7%" CAST IRON r'
3 Z to o
v
O BACK COPING (INCIDENTAL) N W GD
= z _ ¢ m TOP ELEVATION m O m PLAN OF GRATING c F- o
C7 .n T " YIN. 0. . { H YIN. O.D. YIN. D.D. ' " MIN. 0.0. LOL {� +\ � SM. 840.16 - O * Z 1 CAST IRON
v r -�- TIN. o.D. TIN. 0.0 r __� -�- 0 FRAME NO GRATE V LL. F-1 0 2' - 3 / ,r 0 Q
M • . (7 00 ►� ('3 Ill"■ z ~ H 0 t9
O m ___ ~• �. GROUND LINE t 9ROAE87 LINE Z J 1 ;n = (n Z �
�1 6RourD LINE , '�- _ 1„F a N Imo4 _ IV A e" �.. H J 0 uI r x e•-F O T
Cn 1.0- - 1.1). -- - I.D. QI- =ClO 8 B s QZH -4 F" QZo
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rn ,�•M Z _rp -n, n,�u -"r _", r_"r=,,, _,q „r n=u-„r_„r- ¢ = D = G 3> ' 6n �tl I IS I tf a
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= "0 r. �-.:, '..'. ..."I . . -: .<'..: ': ' _ p m Q I 0I O 1 1
C m O.D. i- r, �r'O.D. ` ,n ri .='.-- _ = p C v # SEE NOTE I? 1. ¢ I m a 1 3'-3 n 1 rr rr 2r_3 n +r Q LU ED .
O.D.124 MIN. - O.D.112 YIN. fY S._
0 NOT LESS 71tAH 9"NQT LE55 THAN 8' _ Y Q
G u,� a rr =n+^„_ rn=ru u' = O nc), O " n 3
�'-� 0.0. + 2' O.D. 4 2' ROCK 0.0.124 MIN. AS DIRECTED r i�•M )- O O Z c (_ {n m 0 16A J
D Z O MOT LESS THAN a" YIN. O.D. O.D. MIN. O.D. BY ENGINEER W N4 MR z 3r 1 2 " n 1,�rr rr ZIn O
N D ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION uhi M D _ h h � a> I " I �t3 I " % " I h o
-4 NORMAL EARTH FOUNDATION U. �••� = g m 3" MAX. PIPE THIS srDE - 16. Uj E-•
a '� PIPE ABOVE GROUND = O v r m x= a i p H 3'-2" �_ �'- F� x
r M m m SECTION X-X SECTION Y-Y v L, z z SECTION H-H � ZCO
=
r APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING y � 1--U OM '� "
GENERAL NOTES: AS DIRECTED BY THE EMINEER. - O „ -1 D A -- VIA FA - -1 ~ F~-t
O
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIMENSION. P
APPROVED RACKFILL OR SELECT BM:KFILL MATERIAL. WHEN 'H' IS GREATER THAN 30'.
Z =
Q
M„M _
USE
USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS:
W
O
O.D. -TIE MAXIMUM HORIZONTAL OUTSIDE DIMENSION.
UNDISTURBED EARTH MATERIAL
W
2C
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT MATERIAL 'H'
m
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
CLASS IV OVER 50 FEET
OF THE EIMIAf10ENT AT THAT POINT.
CLASS III OVER 40 FEET THROUGH 60 FEET
CLASS It OVER 30 FEET THROUGH 40 FEET
THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS
BASED ON THE MAXIMA `H' WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS
- LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL
SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III-
Ill -
_-..?'. FOR FOUNDATION CONDITIONING AS DIRECTED BY THE ENGINEER. (STONE
SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF INDIVIDUAL
SHEET 1 OF 1
WILL NOT BE ALLOWED)
,AN
PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WIEAE 'H IS 30 FEET OR LESS
SHEET 1 DF i
$HEFT 1 OF 1
DOWEL 00 m 3'-1%" N N ,21-1%rr N N w O W
O CoC =
31-6If 2r-6" =p
(III W
SECTION E-E SECTION F-F
SHEETI OF 1 SHEET 1 OF 1 SHEEET 1 OF 1
300 01 DO NOT OPERATE HEAVY EQUIPMENT AND
OVER ANY PIPE LEASTCULVERT9 UNTIL THE PIPE CULVERTMATERIAL.
L. 300.01 840 ■ 15 840.15 840.161 840 "
■ BEEN PROPERLY BAGIffILLED AID COVERED WITH AT LEAST 9 FEET OF APPROVED MAYFNYAL.
D NSION$ AND gUANTITIE$
FOR DROP INLET(BASED ON MIN. HEIGWr, B)
DIMENSIONS OF BOX 5 PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPA!
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT.
TOYAL 9'41"
MIN. HEIRIT. K
C.S.
R.C.
12"
3'-0"
2'-O"
2'-0"
0.268
0.313
0.522
0.020
0.032
15"
2'-3"
0.260
0.313
DAM
0.031
0.047
18"
2'-6"
0.268
0.313
0.678
0.044
0.065
24"
3'-0"
0.268
0.313
0.035
0.078
0.113
Wu
gr_On
2r_O"
3'-6"
0.288
0.319
0.991
0.122
0.17d
O E GENERAL NOTES: Z m Z m W ZO
m
O CHAMFER ALL EXPOSED CORNERS 1". ON O ,, -u N T] SIDEWALK (5' STD.} H O
C � 8" A T_8:,,,,-OPTIONAL
E USE CLASS "B" CONCRETE THROUGHOUT. h } C � *SIDEWALK TAPERS DOUMT N_ }C _q1h }co Z MANHOLE USE N4 BAR DOWELS AT 12' CENTERS. Q }a- 3 '"-' Z 5' BACK FROM DRIVEWAY- Q Qi - l � 3"R 6• A o. o rxr.) F- 'r H1 Ca 8! C MORTAR JOINTS la1" t L11" THICK. rZ-r = U D MOH O BUILD THIS PORTION OF DRIVEWAY PAVEMENT rZr U > H O Y `/ DROP aRW • 2' DEfECT►eLEUTILITM a. D2 STRIP rxn.) G-Da MAx.I 4' Z U
Tt't � � 1 1 ��.,..".ram r..., „ L� ..,J Q H r O T a ONLY AT LOCATIONS WF1EN OIRECTEQ. LL J O" r O -4 e416 /� S3m;�2'-e alls I D�iEs-j O. as #MAX: � D.az xotD1. ) LL.J O
"_ -1- >
y7 d aD n X
= D m
- -
I(k"X
A
X
-
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Q D
- -
i
, .r,
- +
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I
D
,...,".,.,... , w ,-�_ < . u .,.,.r. r .,. 0 0 - m -
USE FORMS TQ CONSTRUCT THE BOTTOM SLAB. V Cr. z
W a IL
gg =
JUMBO BRICK WILL BE PEIMIITTED. CONCRETE BRICK OR 4" h V O 0
i-+ z --♦ � � 0 0 j = -
o * * cc z -
C) C- 5'-0"N\IDrll OF DRIVEWAY 5'-0" W LL
x_A�>ma0 =
h U -C O C7
H Z � = ri � I -. L. 11 r 0 0 . = `
o �D I I cr z
O na
=�,nnm Lua LLzZ=
Z f-_ WU*d4
-
12:1 MAX. RAMPQ (s=CA00
-
m
I 7
I
m
- m�
m in
I?.
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SOLID CONCRETE BLOCKS MAY BE USED IN LIEU aF CLAY BRICK. ¢
h=hzH
=(D(a0 Q h H.y
T7
=VNOO o" � B" �r - -
h"
m
(
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y
' �
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-
Z) O O fr1
M Z - -
A a a
W C,
: W 6
i
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i
r
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;
FOR 8'-0" IN HEIGHT OR LESS, USE 8' WALL. OVER 8'-O" IN T/7 H W O J
HEIGHT. USE 12' WALL TO 6'-O" FROM TOP OF WALL, AND 8" WALL = O e"' a
FOR THE REMAINING W-0". ADJUST DIMENSIONS AND QUANTITIES z N
ACCORDINGLY. h N
z,e p r I I Ow
c) Q r••r I *SIDEWALK *SIDEWALK I � LL F-H -I
• m m m I (OPTIONAL) (OPTIONAL) I O O W 9
. DISSIPATE CURB I \ DISSIPATE CURB Z F- "
Z r A r-
L - x W Q JC?_
G) H H vy' = 1- F 4•
- j.- p_ SECTION $- B OOOa��ray
> " ?/ �2'4'lIa Z F- >
vj 0 ` - - - - - - - -- - ." ..T.,...,.zE A , (I r.TA AQ DAD .r. 40.0 x.,o yr w,., p qI - r BETWEEN THESE LIMITS \ \�\ BETWEEN THESE LIMITS UA p O � r � 4 1`i4 � SIIIEWALK 3,-4" '-NOR" , �
J ADD TO BASE As SHOWN ON STANDARD NO. 840.00. r W O U1 O T QF c�
Z 6- _I S_ p Z r I e C� Z TIC TRANSITION DROP TRNISIT[ONI. O
Y m -.�C PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS I I cuRa
171
PLAN SEE STANDARD (140.54 14 G�l15 A' 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 940.06. RAIDUI3 W-O" OR 11MDUIS 3'-O" on �_-�
FOR MANHOLE COVER AL FRAME C. SPACED C ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES AS S11QIN1 ON PLANS ON P MIABLE SLAM WF
/�''�" OPTIONAL _ TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS F -.- -'� TO .D 1 : (B•3n)
/ BRICK MAY BE USED TO PE7OITT BRICK YA..OIWIY,AROUND IING IN OPENINB�N 70P,SLABIjIpNAL VARIABLE z GRASS GRASS
ADJUST FRAME E COMER ¢ ,��, ,��, __�
�~ f SECTION A -A
6" TO SURFACE ELEVATION MAX. t' MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO dE I i `�
p TOP ELEVATION IS 12 FEET.
rn�3 HEADER rn CURB CURB cc m ISOIdETRIC VIEW
Z - COURSES SIDEWALK d:
r.LL - Z :2 � � LL !7 E7mM•Al1Si0N JOINT O
W r o 7t IfMII!
W r O C1 r (SEE . 848.01) NOTE: A PORTION OF ONE OR BOTH RAMPS LL
_ H--H m LET PIPE . (= J Ca N•-H CD � H MAY EXTEND OUTSIDE THE RETURN. (_y
N 2 = I z 0 = d ,"�"� _ EXPANSION JOINT - EXPANSION JOINT HZr = = I. umCTAHLE mmima DOES SHALL COVER 2'-0' LENGTH AND FULL *IDEA OF THE I
_ I g" E OR F 1)�" 3 Z H..H ,J 3 O m RAMP FLOOR AS SHIM ON THE DETAILS. -� 3
O X O A I Q = C 0 �STIIEET PAYEYENT Q Z Cf) 2. OBTAIN 7oti CONTRAST VISIBILITY KITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK. m^ '- - EXPANSION JOINT
/► y' W Ili OR MARK -ON -LIGHT SEQUENCE COVERING THE UITIRE RAMP. - SEE - STD. a".01
= -4 C_ n INLET PIPE �- B + 16" SECTION 8" p M C7 : n A = 0 r D SEE NOTE 1 11 )
I'• �, i / '�( dam,{. EXPANSION ...K... � 4e -
7D "' c n S. OUTLET ELEVATION C-C OR D-D DOWEL o ~ a (D c a v I 0 �' � m = zv RAW WWTH AREA 15 YANOW 0 MM 0
z SECTION X-X =� z- ca -< D w a
O r -I O SEE STANDARD 840.54
Om FOR MANHOLE COVER 8 FRAME
n / BRICK MAY BE USED TO
-0 Z Z * ADJUST FRAME 8 COVER
m 0 Cm z B/x TO SURFACE ELEVATION MAX. 1'
71 >C 0 14" X 8" EXP. JOINT
m 1
DO W
9„
B'
e 3-.1 / DOWEL
SHEET 1 OF 1 SECTION Y-Y
840 32
/ Y SIDEWALK Q 0 V
/ h 1
N yj
THIS PORTION OF RAMP / _ =
CROSSWALK LIMITS- - _ W
(SEE MOTE 13) _j
C'�
Z
W
PAVEMENT tRADIUS 3'-O" OR AS SEE NOTE 1
METHOD OF TIE IN sINOWW PLAINS °E 'j-7D e - k-(A+9") SEE NOTES
DRIVEWAY TURNOUT � DISTANCE FROM FRONTTO BACK POINT OF 12 : EDGE OF SIDEWALK
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE, nL o. '. u :....',':o BACKOF DEWALIO DROP REaIIREA )FOR�MPALEL
BUILD THIS PORTION OF DRIVEWAY v. b' .00 .6 ° .o a .' °' .v. ° ° SIDEWALK SLOPES.
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. P1MrAagA PLAN VIEW
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS Lei 9� •' BACK OF SIDEWALK DROP REQUIRED F[EI
SIDEWALK SLOPES 0.04.
SHEET 1 OF 1 EET 1 OF 2 LEIIVEWAY PAVEMENT. WHEN DIRECTED. SHEET 1 OF 2 EET 1 OF 4 DETECTABLE WARNING DOMES N RADTS
840. 32 848. 02 SECTION C-C 848. 02 848. 05 (40" ■IN. FLOOR WIDTH) 3848 05
m o m y�" VARIABLE z SHOULDER TAPER LEFT LANE CLOSURE 0 " -0 NOTES: O O - O ()) " 1 13 L .....
H--H H--1 U-" G 40d SPIKE H FU • H 03
h } . 1�" RADIUS g" h } MEDIAN h }
C. Q C• a 0.02 SLOPE a C. IQ b b Q
H Z 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK. Q Q " Z 5 = to_ Q a r-H Z ¢ Q -
D a d = 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. H"" O O V H _1T N `� 1..4 = M . H O = • * • F'Dc O V
Trn= mT 1 LL
m0 -1-4 '.,: :,::,. 2" RADIUS L_-.Ia"m mOm�-O-1 • • • • � • Or-H
z = 0002 H (Z�=y DONS ,..,z-4=n - - - - - - - - - - M.
• Tl� • 6� • -r • - - OOM=Z
•:
r.
G) o DO C.) -ni 3. NORTH CAROLINA GENERAL STATUTE 135 44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE w ¢ Z LL " 0 O (7 --( w = Z LL - O O = n ¢ ZZ¢
_ m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEP7EMBER 1, 1973 SHALL Q = _ �, m a Q = Z m D y m w Q d w =
hUC>C00 .. z= JOINT SEALER hUac00 Z= hU 00
til z = PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE Q a �. H
(/) O H O O BASE COURSE r VAR . a H--H MOO z f=N � 7N PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. h = F- Z W Z �� O �, JOINT FILLER SURFACE COURSE !�'1 � RADIUS ~ z h Z w z = -a O 7'1 b b h = z W
c�-a01 a,�LL0-J y�Of-, SHOWING EXPANSION JOINT 03�LLo-j �'o" oaW+ WF- O_j
_ =�z IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION QOtgQ n==Z ,r 5'N MONOLITHIC CONCRETE ISLAND SURFACE MOUNTED) a MCC "="z OC © C� STREAM a CD
D n AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. Z ." n D Z H = n L2 PILE YINIILUY MERGE TAPER BUFFER TYIA 50' TAPER Z 1.4
n h � a -i ON ASPHALT CONCRETE PAVEMENT (- � I i INITIAL PLACEMENT L SPACE SPACE MIN. 100' � >
CCn" THE AMERICANS WITH DISABILITIES ACT ADA OF 1990 EXTENDS Tp INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS CL" M" H a Lb" RADIUS , CL" CaH . Nrmw Mre..W (SEE NOTE 61 TYIA a_H
O { ) e W O O (USE ON ISLAND 4 WIDE OR GREATER) , LV p O Ne-1 •e-2 rµ Y1C3
Z PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL p Z VARIABLE p Z aQam ROLL -AHEM p
RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. vrlaa ��,L w2G-4 DISTANCE
9
ar,.orAeie,rreeASE 48- k 4B' ) 48' 48• x 48' (SEE NOTE 7)
0.02 SLOPE e1eX x �,
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS SEE TYPICAL SECTIONS N
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE O SHOULDER uPER 0
_.
1.
FOR PAVEMENT DEPTH_ ,
TWO RAMPS ARE INSTALLED PLACE NOT LE55 THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS JOINT SEALER � _.1--f < MEDIAN 113 L RIGHT LANE CLOSURE
KEY IN ON THE � C W b b M
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. LAST LAYER OF - " O
(SQ. YUS. SHOWING GROOVED JOINT PAVEMENT SURFACE I m -4 co -j
m 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CON5TRUCTION OF WHEELCHAIR RAMPS A5 CONCRETE WHEELCHAIR RAMPS. ) C m COURSE SURFACE CO(1RSE 2" RADIUS J = 0 U
Z O Z BASE COURSE BINDER COURSE 1 " RA()IUS O � m _ _ - -" -` -- -' - - • • -• • - • e� • y -- - = W W
6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT. ) PARTIAL LONGITUDINAL SECTIONS z • : • o
G7 W O OA EXISTING PAVEMENT LL y, • • • • • IL Z
Hr-H 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS C'� 0 Fr••T OF PAVED ISLANDS 55" MONOLITHIC CONCRETE ISLAND (KEYED IN) (7 Co r p T. Hr„N _ • CD CO
= = NECESSARY TO SATISFACTORILY COMPLETE THE WORK. 3 s = = NOTE: ON ASPHALT CONCRETE PAVEMENT 3 ? _ [� l k l M 3 r
Co S. DO NOT EXCEED p.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET_ ¢ a 0 N (USE ON ISLAND LESS THAN 4' WIDE) )*2 MILE YINIYUII CO © ® VERGE TAPER BUFFER TYIA 50' MEAN TAPER
In o� 0 W WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE a 5 - = O g v Q VARIABLE -< --( INITIAL PLACEMENT4 L SPACE SPACE MIN. 100'
0 r D 9. CONSTRUCT WHEELCHAIR RAMPS 40" (V-4") OR GREATER FOR DUAL RAMPS. O h m o a �
c o z = O � z COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER MONOLITHIC 1•j" X 6" L9NG DID. DEFORM _ Co� m Z (SEE NOTE 8) TYIA W 0
_ = 0 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. O M"M U 0 ' BARS ON 24 C STAGGERED 9" ion O 0 p a
. D C-1 m n CONCRETE ISLAND. STAGGER SPIKES ON 2 CENTERS EACH WAY. V r D ROLL -AHEAD W .4 O
D �] e[,It m ' aO 0.02 SLOPE P1 _ - O D oHr DISTANCE Q =
C7 M 0 11 . PLACE A L�" EXPANSION JOINT INHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01 . O = Q L.■M 0 _ Q W D Z Z3 wins wu�XX 4r 48' X 441r (SEE NOTE 7) ¢p J
C W Z V O IN THE CONCRETE PAVEMENT ( ISLAND) AND CONCRETE ISLAND a '. , Z I.- O iris 48' x 48• Z W
0 12_ PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, J O Cn Cn 0 MONOLITHIC PLACE " ' Q W 0 arm a Z
{ ) ]� EXPANSION JOINTS AT 30 INTERVALS ';'. T I- = Y = w4-2R H ¢
W � WITH ALLOWANCE OF A 4 CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) to W a D I� 0 4r X4B- GENERAL MOTES
� W Z � AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN I%" RADIUS 2" RADIUS coO V �+ � 0 Q J
N-T 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN = = F" TT 2 = s H 1- IF NECESSARY USE THIS STD. FOR ONE-WAY CITY TYPE STREETS THERE SIGNS MAY BE MOUNTED ON SOT" SIDES OF THE ROADWAY. = I•-H
Z THE PEDESTRIAN CROSSWALK LINES_ PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN m 3 0 z EXPANSION JOINTS. rJ MONOLITHIC CONCRETE ISLAND in 0 0 z 2- PLACE ARRAY PANELS ON THE SHOULDER (PAVED OR UNPAVED), PLACE ARROW PANELS WITHIN THE TAPER IF SIVADERS DO NOT EXIST. 0 OC h
G) U-•1 y f; i+ H••H (j r CO G) MEET THE REQUIREMENTS FOR STOPPING SIGHT DISTANCE AT THE ARROW PANEL LOCATION. IF NEEDED, EXTEND LAZE CLOSURES " O -1
THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. J (SURFACE MOUNTED ON CONCRETE PAVEMENT _j D J
m 0 LINE UP THE JOINTS IN THE CONCRETE PAYEYENT ISLAND 0 Z C 7r1 AT THE ROTTEN SPACE, such THAT STOPPING SIGHT DISTANCE TO 711E AIRROW PANEL xs MET. (SEE STD. itD1.11 SHEET z) U, IL M
14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. W 0 { ) VARIABLE Z m m O S PLACE DRUNK IN TAPERS AT THE MucIrur SPACING L-OA7AL IN FEET TO THE POSTED SPEED LIMIT. PLACE 0lturs ALaNe THE SUFFER Z �.
WITH THE JOINTS IN THE CURB OR CURB AND GUTTER. JOINT SEALER w III x SPACE AND WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. W W G
4- REFERS TO STD. 110t.11 SHEETS 1 6 4, FOR 'L" DISTANCE Amo SIGN SPACING.
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHEfiE IF IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH „ JOINT FILLER r-- LL:GEND I- w
VEHICLES ARE REOUIREp TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH FILL AND SEAL THE TOP S'� DF THE EXPANSION JOINTS AND 5- REFER TO STD. 1101.02 sIEETs G AND 7 FOR TREATMENT OF LAME CLOSURES 11MW1 INTERCHANGES. p
CURB AND GUTTER 4 CONC. COVER �• FLASHING ARROW PANEL (TYPE C) 6- INSTALL LANE CLOSURES WITH THE TRAFFIC FLAW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE LANE F
5K11r YAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL. TO THE INTERSECTING ROADWAY. CD THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPEm CU CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WIT" DEVICES ON THE DOWN5ITH&AHH SIDE OF TRAFFIC. >
TRUCK MOUNTED IMPACT ATTEIIWATOR(TMxA) M
TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSIMN_K. PAS _ 0 7- TrIA's ARE REQUIRED OMIY WHEN A BUFFER SPACE CANNOT BE ATTwIHEO, DHH WHEN DIRECTED BY THE ENGINEER OR THE MANS. MEN 0
`"',: _ e '_r .. p,'_r'.: Q> CHANGEABLE MESSAGE SIGN (OAS) USED, POSITION THE TYI. TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOWENDEO BY THE MANUFACTURER.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER SEE SURFACING e • DRUM 8- PLACE CHANGEABLE MESSAGE SIGN ((Ms) ON THE OUTSIDE OF THE TRAVELWAY AS DIRECTED BY THE ENGINEER, PLACE COS APPROXIMATELY
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. 0 4" BASE COURSE o )0 PORTABLE SIGN 11 MILE IN ADVANCE OF THE 026-5 8IONS. IF TRAFFIC BACK$ UP TO MERE THE CMS IS INITIALLY PLACED. RELOCATE On It YxLE
STANDARD N0. 846.01 FROM ANTICIPATED BACKUP. CONTINUE TO MONITOR TRAFFIC, MOVE COS APPROXIMATELY It MILE IN CONJUCTION WITH ANTICIPATED BACKUP.
EET 4 OF 4 SHEET 4 OF 4 EET 1 OF , '___� PAVED CONCRETE ISLAND r L SHEET 1 of 1 BEET 3 OF 9 DIRECTION OF TRAFFIC FLOW 9- MESSAGES MAY REM "LEFT LANE CLOSED- OR "RIGHT LANE CLOSED", "MERGE RIGHT' OR 'MERGE LEFT" DEPENDING ON LANE BEING CLOSED. SHEET 3 OF 8
848.05 848.05 852.01 852.01 1101.02 1101.02
m p m ZO m z
v-0 MY 11-9 ">_ 0� DO
H.4Z QUICK REFERENLC>E - "L" DISTANCE TABLE a<< H, aQ H- . Qa
> 0 LATERAL ZM U DH�HOm H��U > 33 ZCC=U
ro�Tm DTH(W)� 1 2 3 4 5 6 7 8 9 10 11 12 W JO" - r0m�N W JOB r0�1-1 WHO
�z-1=n MISILE OF "L" • "W" DESIGNATIONS FEET d0M=Z "M -4 11ESION MINIMUWI LONGITUDINAL OOTajN=Z Nm, -1 5- ADVANCE WARNING SIGN OON=z
0o:13o P09TED MINIMUM w¢QU 2 0a�!0-A HHSPEm BUT( EE 'ACE MINIMUM SIGHT DISTANCE UU OO�n UJ< U_
=mLn SPEED (S) LONCiITUUINAL I]ISTANCE " L" F-U==00. m= HU,,OO O -mm� SPACING C' RECOMMENDED hU=00
'• =GOO (FEET) Q h f-r =MOO �BICt1 STOPPING SIGHT DISTANCE H?A$$INQ SIGHT DISTANCE Q )- H-e =MOO GENERAL NOTES Q h ,..,
Z H r T 8F7LD. IMAM{ (ROUNDED VALUES) F ^ = Z W Z U,•U,u r- T MPFrT (FEET) (FEET) ~ = Z w z H -0 r-
. DISTANCE BETWEEN SIGNS h = Z
001 I OhL1_OJ dHy (1PH) C OhLLO.J O+H POSTED SPEED LIMIT {FEET)* 0►)HWOJ
i = H O $$ 120 Cc H C7 = 1-USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY H
F, n n 7 20 10 15 20 30 85 40 60 55 60 7p 75 s0 Z O HO-H __1
D Z O Tyr C7 n D STANDARD DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED. (MPH) ® © Z O r..r
-7 - h H 1:0
; F_ H'H '( 2-APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE � 35 � ti�H
O H , • • �*@ • • IL p O H--U r 35 250 1280 CL p (a H ' SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST - GL
z 0 •• W H W O 45 195 . w 0 W 0
30 15 30 46 80 75 90 IDS 120 135 1S0 165 1B0 C3 z p Z AS VARIOUS CONDITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION I p
INTERFERENCE, ETC. 46-50 350 350 350
SHAD,
45 360 1625 55
55 290 1000 1500 2700
40 90 55 eo 110 135 180 11Nx 2is 240 270 2B5 32o CONTROLLED AC5 � S ROADS
-4 L a) 'a co toil
m W 65 405 55 495 1965 LU N La
50 50 too 150 200 250 300 350 400 450 500 550 600 J J _U � _j "
r-q z o Q HZ-H z 65 545 2285 a? z CC Q
' M O LL IF. N4 m MO 75 54D LL I- ¢ s- H
r0 0 0 H 60 sO 120 180 240 300 360 420 480 640 s00 am 72a U, J H = '0 r-U �,, h O t ! H Fd
yI z Z 0) z Z to m Ch v=
C7 y 0 M Z� -0 0 75 620 258D N p 0= z
m Z = -1 70 70 140 210 280 360 420 490 560 630 700 770 O4p ei Q 1y n Z � F- m CA L I l Q �'
m Z 0 Q U 1=.i rOr1 -4 z p LU 0 O-4 Z I I- DISTANCE TO SAD SIGN r DISTANCE TO 2ND SIGN r DISTANCE TO 1ST SIGN � M z
y = -1 DISTANCE TO 4TH SIGtI II: to 0
REPEAT FOR ANY CONSECUTIVE SIGNS p II: Tn
-0 D Ov p 0cc 9o00 o 03 Ov p©�_
m z r� aJzw r> Q J m = © © © O DC JDC
as o
v p0a IQ H v p 0°tl _< v an, Oc
C� (7 O W I¢- G) 0 GENERAL NOTES z w C7
m= M O GENERAL NOTES I•- (� = m v a H U (A rn 0 F o
r-H n H �"y TAPER LENGTH CRITERIA FOR M Z z W � CA T. M Z a H N� REFERENCE Z
� Z M,M O Q U M--M� 1-TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" AND THE "MANUAL ON O 0 a- z M * POINT o 0 FW-
m 0 " CHANNELIZING DEVICES IN WORK ZONES 1-TABLE FOR "L" DISTANCE IS BASED ON CKANNEL17-ATION TAPER FORMULA FROM THE M.U.T.C.D. WHERE: = O j O O H UNIFORM TRAFFIC CONTROL DEVICES". MINI" SIGHT DISTANCE VALUES ARE FOR PASSENGER EAR VEHICLES ON HET AND LEVEL = O Co O O r H = v
m In it z SPEED LIMIT FORMULA M CO) W N Z Z ROADWAYS. CONSULT THE AOSHTO GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS. M 1--1 Z 0 O U_
D NTYPES OF TAPERS TAPER LENGTH 2 J O p p D 2-BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOR NET AND LEVEL PAVEMENTS. -1 O LL_ Z � v O
-i m 4o MPH OR LESS L = W x s CD 1-M _ -! -n tD " -1 -n 0 1••1 cm
Z a O UPSTREAM TAPER ■m 60 W 4' _1 0 a = 3-USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC Z � O a O Z U. Z
O 45 MPH OR GREATER L = W x S U. ` m APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES w LL m =m � WLL. U
r- MERGING TAPER--------------------------------L MINIMUM rcN ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LAME CLOSURE W ME TAPER, OR FLASHING a H r-
III ARROW PANEL. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED. W m III STATIONARY OR PORTABLE SIGNS
y SHIFTING TAPER----------------------------112 L MINIMUM y CA N 11 n
SHOULDER TAPER ---------------------------- -113 L MINIMUM L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE) 4-USE OF MINIMLMI PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE
TWO-WAY TRAFFIC TAPER ------------------- 100 FEET MAXIMUM W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE) REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING PASSINGINO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
3 =POSTED SPEED LIMIT, OR OFF-PEAK 65 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
DOWNSTREAM TAPER---------- 100 FEET PER LANE OR THE ANTICIPATED OPERATING SPEED IN MPH
2-"L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE ANO PAVEMENT MARKING TAPERS
BEET 1 OF 4 AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS, BARRICADES, SHEET 1 OF 4 HEET 2 OF 4 SHEET 2 OF 4 EET 4 OF 4 SHEET OF 4
1101 .11 RAISED ASPHALT ISLANDS' AND VERTICAL PANELS. 1101.11 1101.11 1101 .11 1101 .11 11101.11
1110 Navaho Drive
Suite 600
Raleigh, NC 27609
•
9f9.878,1660
Architecture, PA FAX: [phone]
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX Alp PIPE
REINFORCEMENT
BARS
TOP SLAB
DIMENSION$
CUBIC YARDS
DEDUCTIONS FOR ONE
PIPE CU-YDS.
PIPE
SPAN 7WIDTH
HEIGHT
CONC.
BRICK MASONRY
D
A
B
H
N0.
LENGTH
E
F
TOP i
BOTTOM
W. YD.
MIN.
HEIGHT
CU. YD.
WALL PER
FT. HT.
CU. YO.
C.S.
R.C.
12-
'-0
2"
2'-0"
2'-3"
12
3`.I.
3'-4"
W-4" i
0.412
0.591
0.263
0.020
0.032
15"
2'-O'
2'-0"
V-6"
12
3'-1.
T-4"
3'-4"
1 0.412
0.057
0.263
0.031
0.047
18"
2'4"
i 2'-4"
2'-9-
14
W-5"
3'-6"
W-8"
0.408
0.814
0.296
0-044
0.065
24-
3'-0"
W-O"
V-3"
1 16
4'-t"
4'-4"
4'-4'
0.695
1.176
0.362
0,078
1 0.113
30.
3'.4-
3'.4-
3'-9.
16
4'-5"
4'-G'
4'-8"
0.807
1.481
0.395
0.122
0,170
98"
4'-0"
4'-0.
4'-3"
20
5'-1"
5'-4"
5'-4"
1.053
1.959
0.481
0.178
0.238
42"
4'-8"
4'-6"
4'-9.
22
5'-9"
6'-0"
6'-O"
1.333
2.503
0.527
0.240
0.323
48"
5'-4"
$'.4-
5'-3.
26
6'-5.
6'-8.
6'-S"
1.646
2.940
0.560
0.313
0.422
54'
5'-1O"
W-10"
5'-9"
28
W-11"
V-2"
7'-2" 1
1.902
3.502
0.W9
0.390
0.535
60-
I 6'-8"
8'-6.
8'-3.
30
7'-7"
7'-10-
7'-10"
2.272
4.113
.Gm
0.489
0.660
66" 1
7'-1"
7'-1"
.2
9"1
32
1 8'41"
8'-5"
W-5" 1
2.624 i
4.776
1 p.708
0.591
0.798
Annunciation Catholic Church
No. 6 Township
246 East Main Street
Havelock, NG 28532-2297
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PROPOSED
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PRO ED_DRIVEYIAY PAVEMENT VARIABLE PAVEMENT
SITE PLAN PREPARED BY:
TRANSTE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS • PLANNERS • CEI
1300 Paddock Drive, Suite G-10
Office (919I 873-2401 Roleigh, N.C. 27609 Fax {919) 873-2404
W
A
WA42L
x
a
5'
0.0'
5.8'
5.8'
5. O"
6'
0.0.
6.8,
6.8'
6.0'••
7'
0.0'
7.W
7.3'
6.5'"•
0.0'
8.8'
7.3'
8.6'•.
_§L
5'
2.0,
7.8,
7.8'
5.0'
5'
2.5'
8.W
8.1'
4.8'
5'
3.0'
8.8'
8.3'
4.4'
5'
9.5'
G. S'
8.4'
4.1'
5'
4.0'
0.8'
3, 8'
5'
4.5'
I.
.a'
8.7'
3.4'
10.8'
8.9'
3.1'
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-07-06
TRANSMITTED BY TranSite COnsult. Engrs.
SCALE See Graphic Scale
DATE:
REV NO.
DATE
Glue tl: 206286
CHK BY:
Notes &
Details
DWG BY:
REV NO.
DATE
NSCBC 2002
SHEET NO.
C 2.4
© THIS DRAWING IS A COPYRIGHT OF PHILLIPS ARCHITECTURE PA,2006.

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1110 Navaho Drive
Suite 600
. Raleigh, NC 27609
Architecture PA 919.878
.1660
! FAX: [phone]
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A ,
6-062-008
GRADING PLAN
SITE PLAN PREPARED BY:
TRAN_,SITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS • PLANNERS a CEI
1300 Paddock Drive, Suite G-10
Office [phone] Raleigh, N.C. 27609 Fax [phone]
'aaaaaruraary4
•
R0l••.
.; �DxiESS14.
SEAL
14160
:.•oGca.•F�
'••.�4 cT •' •' .
0
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-07-06
TRANSMITTED BY Tran5ite Consult. Engrs.
SCALE See Graphic Scale
SCALE
30 0 15 30
( IN FEET )
DATE:
REV NO.
DATE
joB «: 206286
CHK BY:
Grading
Plan
DWG BY:
REV NO.
DATE
NSCBC 2002
� SHEET N0.
C 3ml
© THIS DRAWING IS A COPYRIGHT OF PHILLIPS ARCHITECTURE PA,2006,

CONC. ISLAND
SHEET FLOW CO 1
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110 Navaho Drive
Suite 600
. Raleigh, NC 27609
19.878.1660
Architecture PA 99.878.4432
� FAX: [phone]
Annunciation Catholic Church
No. 6 Township
246 East Main Street
Havelock, NC 28532-2297
PLANT SCHEDULE
BOTANICAL NAME
KEY
SPREAD
CALIPER
QUANITY
COMMON NAME
Betula Nigra
NIA
2 1/211
4
River Birch
Pyrus Calleryana
NIA
2 1/211
3
Callery (Bradford) Pear
Gleditsia Triacanthos
Honeylocust
NIA
2 1/211
3
Berberis Thunbergil
18-2411
NIA
10
Japanese Barberry
Hamamelis Virginia
18-24"
NIA
10
Witch Hazel
Viburnum Dentatum
18-2401
NIA
10
Arrow -Wood
GENERAL BIORETENTION BASIN CONSTRUCTION SEQUENCE
1. UPON PLACEMENT OF APHALT BASE COURSE IN DRAINAGE BASIN, BEGIN CONSTRUCTION OF BIORETENTION BASIN.
2. REMOVE HARDWARE CLOTH AND GRAVEL INLET PROTECTION AROUND DROP INLET.
3. EXCAVATE BIORETENTION BASIN AREA, INSTALL 6" PERFORATED PVC UNDERDRAIN, UNDERDRAIN GRAVEL AND FILTER
FABRIC.
4. INSTALL PLANTING SOIL AND SOD GRASS FILTER STRIP, GRASS FILTER STRIP MAY BE SEEDED AND COVERED WITH
EROSION CONTROL MATTING IN LIEU OF SOD.
5. INSTALL TREES, SHRUBS AND HARDWOOD MULCH IN THE BIORETENTION AREA.
6. CONTACT NC DENR REPRESENTATIVE FOR FINAL INSPECTION OF BIORETENTION BASIN.
BIORETENTION BASIN MAINTENANCE 1 INSPECTION GUIDELINES
THE FOLLOWING MAINTENANCE AND INSPECTION GUIDELINES ARE NOT INTENDED TO BE ALL INCLUSIVE, SPECIFIC FACILITIES
MAY REQUIRE ADDITIONAL MEASURES NOT LISTED HERE.
A SCHEDULE OF RECOMMENDED MAINTENANCE FOR BIORETENTION AREAS IS GIVEN IN THE TABLE ON THIS SHEET. THE TABLE
GIVES GENERAL GUIDANCE REGARDING METHODS, FREQUENCY, AND TIME OF YEAR FOR MAINTENANCE.
PLANTING SOIL
URBAN PLANT COMMUNITIES TEND TO BECOME VERY ACIDIC DUE TO PRECIPITATION AS WELL AS THE INFLUENCES OF STORM
WATER RUNOFF. FOR THIS REASON, IT IS RECOMMENDED THAT THE APPLICATION OF ALKALINE, SUCH AS LIMESTONE BE CONSIDERED
ONCE TO TWICE A YEAR. TESTING OF THE PH OF THE ORGANIC LAYER AND SOIL, SHOULD PRECEDE THE LIMESTONE APPLICATION
TO DETERMINE THE AMOUNT OF LIMESTONE REQUIRED.
SOIL TESTING SHOULD BE CONDUCTED ANNUALLY SO THAT THE ACCUMULATION OF TOXINS AND HEAVY METALS CAN BE DETECTED
OR PREVENTED OVER A PERIOD OF TIME, HEAVY METALS AND OTHER TOXIC SUBSTANCES WILL TEND TO ACCUMULATE IN THE
SOIL AND THE PLANTS. DATA FROM OTHER ENVIRONS SUCH AS FOREST BUFFERS AND GRASS SWALES SUGGEST ACCUMULATION
OF TOXINS AND HEAVY METALS WITHING FIVE YEARS OF INSTALLATION. HOWEVER, THERE IS NO METHODOLOGY TO ESTIMATE
THE LEVEL OF TOXIC MATERIALS IN THE BIORETENTION AREAS SINCE RUNOFF, SOIL, AND PLANT CHARACTERISTICS WILL VARY
FROM SITE TO SITE.
AS THE TOXIC SUBSTANCES ACCUMULATE, THE PLANT BIOLOGICAL FUNCTIONS MAY BECOME IMPAIRED, AND THE PLANT MAY
EXPERIENCE DWARFED GROWTH FOLLOWED BY MORTALITY, THE BIOTA WITHIN THE SOIL CAN ALSO BECOME VOID AND THE
NATURAL SOIL CHEMISTRY MAY BE ALTERED. THE PREVENTATIVE MEASURES WOULD INCLUDE THE REMOVAL OF THE
CONTAMINATED SOIL. IN SOME CASES, REMOVAL AND DISPOSAL OF THE ENTIRE SOIL BASE AS WELL AS THE PLANT MATERIAL
MAY BE REQUIRED.
MULCH
BIORETENTION AREAS SHOULD BE MULCHED ONCE THE PLANTING OF TREES AND SHRUBS HAS OCCURED. ANY GROUND COVER
SPECIFIED AS PLUGS MAY BE INSTALLED ONCE THE AREA HAS BEEN MULCHED, GROUND COVER ESTABLISHED BY SEEDING
AND10R CONSISTING OF GRASS SHOULD NOT BE COVERED WITH MULCH.
PLANT MATERIALS
AN IMPORTANT ASPECT OF LANDSCAPE ARCHITECTURE IS TO DESIGN AREAS THAT REQUIRE LITTLE MAINTENANCE. CERTAIN
PLANT SPECIES INVOLVE MAINTENANCE DUE TO DROPPING OF FRUIT OR OTHER PORTIONS OF THE PLANT. ANOTHER PROBLEM
INCLUDES PLANTS, PRIMARILY TREES, THAT ARE SUSCEPTIBLE TO WINDTHROW, WHICH CREATES A POTENTIAL HAZZARD TO
PEOPLE AND PROPERTY (PARKED CARS). AS A RESULT, SOME PLANT SPECIES WILL BE LIMITED TO USE IN LOW -TRAFFIC AREAS.
ONGOING MONITORING AND MAINTENANCE IS VITAL TO THE OVERALL SUCCESS OF BIORETENTION AREAS. ANNUAL MAINTENANCE
WILL BE REQUIRED FOR PLANT MATERIAL, MULCH LAYER, AND SOIL LAYER. A MAINTENANCE SCHEDULE SHOULD INCLUDE ALL OF
THE MAIN CONSIDERATIONS DISCUSSED BELOW. THE MAINTENANCE SCHEDULE USUALLY INCLUDES MAINTENANCE AS PART OF
THE CONSTRUCTION PHASE OF THE PROJECT AND FOR THE LIFE OF THE DESIGN. AN EXAMPLE MAINTENANCE SCHEDULE IS SHOWN
IN THE TABLE ON THIS SHEET.
MAINTENANCE REQUIREMENTS WILL VARY DEPENDING ON THE IMPORTANCE OF AESTHETICS. SOIL AND MULCH LAYER MAINTENANCE
WILL BE MOST LIKELY LIMITED TO CORRECTING AREAS OF EROSION, REPLACEMENT OF MULCH LAYERS MAY BE NECESSARY EVERY
TWO TO THREE YEARS. MULCH SHOULD BE REPLACED IN THE SPRING. WHEN THE MULCH LAYER IS REPLACED, THE PREVIOUS LAYER
SHOULD BE REMOVED FIRST. PLANT MATERIAL UPKEEP WILL INCLUDE ADDRESSING PROBLEMS ASSOCIATED WITH DISEASE OR
INSECT INFESTATIONS, REPLACING DEAD PLANT MATERIAL, AND ANY NECESSARY PRUNING.
BIORETENTION BASIN MATERIAL SPECIFICATIONS
INFILTRATION
SOIL TEXTURES ACCEPTABLE FOR USE WITH BIOFILTRATION SYSTEMS INCLUDE THOSE WITH DESIGN INFILTRATION RATES
BETWEEN 0.52 INCHES PER HOUR AND 8.27 INCHES PER HOUR. DESIGN INFILTRATION RATES FOR THE PURPOSES OF THESE
PLANS SHALL BE GENERALLY DETERMINED AS ONE-HALF OF FIELD DETERMINED INFILTRATION RATES.
PLANTING SOIL
1. THE BIORENTENTION BASIN SHALL CONSIST OF A PLANTING SOIL HAVING A COMPOSITION OF AT LEAST 10-25% CLAY AND SHALL
BE OF A LOAMY SAND OR SANDY LOAM TEXTURE, LOAMY SOILS MAY BE USED BUT MUST CONSIST OF 35% SAND.
2. THE PLANTING SOIL SHALL BE OF UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS GREATER
THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR SUBSTANCE WHICH MAY BE HARMFUL TO PLANT GROWTH, OR A
HINDERANCE TO PLANT GROWTH OR MAINTENANCE.
3. THE PLANTING SOIL SHALL BE FREE OF PLANTS OR PLANT PARTS OF BERMUDA GRASS, QUACK GRASS, JOHNSON GRASS, MUGWORT,
NUTSEDGE, POISON IVY, CANADIAN THISTLE, OR OTHERS AS SPECIFIED.
4, THE PLANTING SOIL SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH.
5, THE PLANTING SOIL SHALL BE TESTED AND MEET THE FOLLOWING CRITERIA
PH RANGE: 5.5-6.5
ORGANIC MATTER: 1.5 - 3.0%
MAGNESIUM - Mg: 35 Ibslac
PHOSPHOROUS - P2.05: 100 Ibslac
POTASSIUM - K20 : 85 Ibslac
SOLUBLE SALTS: NOT TO EXCEED 500 ppm
THE FOLLOWING TESTING FREQUENCIES SHALL APPLY TO THE ABOVE SOIL CONSTITUENTS:
PH, ORGANIC MATTER
1 TEST PER 90 CUBIC YARDS, BUT NOT LESS THAN ONE TEST PER BIORETENTION AREA
MAGNESIUM, PHOSPHOURUS, POTASSIUM, SOLUBLE SALTS:
1 TEST PER 500 CUBIC YARDS, BUT NOT LESS THAN ONE TEST PER BORROW SOURCE
GRAIN SIZE ANALYSIS
1 TEST SHALL BE PERFORMED PER 90 CUBIC YARDS OF PLANTING SOIL, BUT NOT LESS THAN i TEST PER BIORETENTION AREA
SOIL TESTS MUST BE VERIFIED BYA QUALIFIED PROFESSIONAL. MATERIALS, TICKETS AND TEST RESULTS TO BE PROVIDED TO
ENGINEER FOR EACH BATCH OF PLANTS AND FOR EACH TRUCKLOAD DELIVERED TO SITE.
UNDERDRAIN
1. UNDERDRAIN PIPING SHALL BE 6" RIGID SCHEDULE 40 PVC HAVING 318" PERFERATIONS @ 6" ON CENTER WITH 4 HOLES PER ROW.
2. UNDERDRAIN GRAVEL SHALL CONSIST OF WASHED NO. 57 STONE WITH FILTER FABRIC PLACED ABOVE AND ALONG THE SIDES
(SEE SECTION B-B FOR DIMENSIONS AND PLACEMENT).
MULCH
1, A 3" MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL,
2. AN ACCEPTABLE MULCH LAYER SHALL INCLUDE SHREDDED HARDWOOD OR SHREDDED WOOD CHIPS OR OTHER SIMILAR PRODUCT.
3. OF THE APPROVED MULCH PRODUCTS ALL MUST BE WELL AGED (> 6 MONTHS), UNIFORM IN COLOR, AND FREE OF FOREIGN MATERIAL
INCLUDING PLANT MATERIAL.
5' 22.5' 5'
BIORETENTION AREA
Elev. = 23.95
Elev. = Varies
Grass Top Elev. = 23.95 Grass
Filter Filter
Sheet Flow Strip 3" Hardwood Mulch strip Sheet Flow
Bott. Elev. = 22.95
1 VARIES
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SECTION A -A
BIORETENTION BASIN PLAN
5 1 T E PLAN PREPARED BY:
TRAN_,,,SITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS PLANNERS ■ CEI
1300 Paddock Drive, Suite G-10
Office [phone] Raleigh, N.C. 27609 Fax [phone]
•
• ARp �•.
ESSI p� y9
SEAL
14160 c
,Qi_
ENVIRONMENTAL PLANTING SPECIFICATIONS
FROM NC DENR STORMWATER,BEST MANAGEMENT PRACTICES
1, ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED.
2. WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL.
3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES (6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE.
4. THE PLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW 114 OF THE OVERALL DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL
AT THE BOTTOM OF THE PIT SHALL BE TAMPED BY HAND.
5. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS
BALL (NEVER LIFT BY BRANCHES OR TRUNK).
6. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT APPROXIMATELY 114 OF THE DIAMETER OF THE ROOT BALL IS ABOVE
FINAL GRADE,
7. BACKFILL PLANTING PIT WITH THE AMENDED SOIL.
8. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE.
9. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND THE EXPOSED BALL.
10. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES. STAKES SHALL BE PLACED PARALLEL TO WALKWAYS AND BUILDINGS.
STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. UTILIZING HOSE AND WIRE, BRACE THE TREE TO THE STAKES.
FERTILIZATION
TREE AND SHRUB FERTILIZER SHALL BE A 21-gm, TIGHTLY COMPRESSED, LONG LASTING, SLOW RELEASE (2 YR.) FERTILIZER TABLET WITH
A MINIMUM GUARANTEED ANALYSIS OF 20-10-5:
TOTAL NITROGEN: (N) - 20%
WATER SOLUBLE ORGANIC NITROGEN - 7%
WATER INSOLUBLE ORGANIC NITROGEN - 13%
AVAILABLE PHOSPHORIC ACID (P20d - 10%
SOLUBLE POTASH (K2O) - 5%
FOR CONTAINERIZED TREES AND SHRUBS, PLACE THE SPECIFIED FERTILIZER TABLET(S) IN THE BOTTOM OF THE PLANTING PIT ACCORDING
TO THE FOLLOWING RATES:
1 GAL. CONTAINER 1 EA. 21-gm TABLETS
3 GAL. CONTAINER 2 EA. 21-gm TABLETS
5 GAL. CONTAINER 3 EA. 21-gm TABLETS
7 GAL. CONTAINER 5 EA. 21-9m TABLETS
ADDITIONAL PLANTING NOTES
SEE PLANT SCHEDULE FOR SPECIFIC PLANT SPECIES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER THESE PLANS.
2. LANDSCAPE CONTRACTOR SHALL REFER TO THE STANDARDIZED LANDSCAPE SPECIFICATIONS FOR THE STATE OF NORTH CAROLINA FOR ADDITIONAL
INFORMATION. THE CONTRACTOR SHALL ABIDE BY ITS CONTENTS; HOWEVER ANY NOTES OR SPECIFICATIONS ON PLANS SHALL SUPERSEDE
THOSE OUTLINED IN THE SPECIFICATIONS MANUAL.
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, 1250 I STREET, N.W., SUITE 500, WASHINGTON, D.C. 20005,
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE DESIGNER OF ANY VARIANCE FROM THE PLAN.
5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANY ONSITE UTILITIES.
6. REFER TO SHEET C1.1 (SITE PLAN) FOR ANY DETAILED SITE INFORMATION.
7. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES.
8. PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT 1MLL 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.
9. 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,
10. ALL CONTAINER STOCK SHALL HAVE BEEN PROPAGATED IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED
SUFFICIENTLY TO HOLD ITS SOIL. CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED.
11. 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.
12. MINOR WELD AGJUSTMENTS MAY BE NECESSARY DUE TO SITE CONDITIONS (EX: ROOTBALL AND UTILITY CONFLICT) MAJOR ADJUSTEENTS MUST BE
APPROVED BY DESIGNER.
13. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN.
14. PLANT MATERIAL SHALL BE PLACED IN BOIRETENTION BASIN SOIL MEDIA WITH EACH PLANTING PIT EXCAVATED TO A SIZE SUFFICIENT TO CONTAIN THE
ENTIRE ROOT BALL OR ROOT MASS, WITHOUT CRAMPING ROOT STOCK.
15. THE CONTRACTOR SHALL MAINTAIN A ONE (1) CALENDAR YEAR 100% SURVIVAL WARRANTY FOR ALL PLANTINGS. THE PERIOD OF CARE AND REPLACEMENT
SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS AND CONTINUE FOR ONE CALENDAR YEAR.
15. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMITS OF THE PLANTING ON A DAILY BASIS.
17. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTERS AND REQUEST AN INSPECTION.
18. THE BIORETENTION BASIN PLANTING AREAS SHALL BE COVERED WITH 3. OF HARDWOOD MULCH IMMEDIATELY AFTER PLANTINC,
MAINTENANCE SCHEDULE
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEAR
SOIL
INSPECT AND REPAIR EROSION
VISUAL
MONTHLY
MONTHLY
ORGANIC LAYER
REMULCH ANY VOID AREAS
BY HAND
WHEN NEEDED
WHEN NEEDED
REMOVE PREVIOUS MULCH LAYER BEFORE
BY HAND
ONCE EVERY TWO TO
SPRING
APPLYING NEW LAYER (OPTIONAL)
THREE YEARS
ANY ADDITIONAL MULCH ADDED
BY HAND
ONCE A YEAR
SPRING
PLANTS
REMOVAL AND REPLACEMENT OF ALL DEAD
SEE PLANTING
AND DISEASED VEGETATION CONSIDERED
SPECIFICATIONS
TWICE A YEAR
3115 TO 4130 AND 1011 TO 11130
BEYOND TREATMENT
TREAT ALL DISEASED TREES AND SHRUBS
MECHANICAL
NIA
VARIES, DEPENDS ON INSECT
OR BY HAND
OR DISEASE INFESTATION
WATERING OF PLANT MATERIAL SHALL
TAKE PLACE AT THE END OF EACH DAY
BY HAND
IMMEDIATELY AFTER
NIA
FOR FOURTEEN CONSECUTIVE DAYS
COMPLETION OF PROJECT
AFTER PLANTING HAS BEEN COMPLETED
REPLACE STAKES AFTER ONE YEAR
BY HAND
ONCE A YEAR
ONLY REMOVE STAKES IN THE SPRING
REPLACE ANY DEFICIENT STAKES OR WIRES
BY HAND
WHEN NEEDED
WHEN NEEDED
CHECK FOR ACCUMULATED SEDIMENTS
VISUAL
MONTHLY
MONTHLY
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-08-06
TRANSMITTED BY TranSlte Consult. Engrs.
SCALE See Graphic Scale
SCALE
10 0 5 10
( IN FEET )
DATE:
REV N0,
DATE
206286
CHK BY -
Bioretention
Plan
DWG BY:
REV NO.
DATE
NSCBC 2002
© THIS DRAWING IS A COPYRIGHT OF PHILLIPS ARCHITECTURE PA,2008.

FURNITURESTALLINGS BROS.
6-062-003
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LEGEND
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- SANITARY SEWER LINE
OVERHEAD POWER LINE
WATER LINE
-----------
------ TV LINE
STORM DRAINAGE PIPE
PROPERTY LINE
—XX—X----
FENCE LINE
WOODS LINE
—-- —
EXISTING PAVEMENT
h., „'
AREA LIGHT
Y
YARD LIGHT
rr
POWER POLE
WVIBWATER
VALVE BOX
° r
WATER FAUCET
WATER VALVE
EXISTING IMPERVIOUS
MENNENM
AREA
100 Navaho Drive
Suite 600
. Raleigh, NC 27609
919.878.1660
Architecture, PA FAX: [phone]
ENE FANILY[ ""g�''' RUST
-062-01
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Annunciation Catholic Church
No. 6 Township
246 East Main Street
Havelock, NC 28532-2297
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EXISTING DRAINAGE AREA MAP
SITE PLAN PREPARED BY:
TRANSTE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS • PLANNERS • CEI
1300 Paddock Drive, Suite Gs-10
Oliice [phone] Raleigh, N.C. 27609 fox [phone]
••••••ff off f•••
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SEAL
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00.1
SAVAJIKAKA, INC.
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1
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-07-06
TRANSMITTED BY TranSite Consult. Engrs.
SCALE See Graphic Scale
DRAINAGE AREA TABLE
DA #
Impervious Area
(Acres)
Pervious Area
(Acres)
Total Area
(Acres)
1
0.11
0.05
0.16
2
1.25
0.51
1.76
3
0.09
0.18
0.27
4
0.26
0.15
0.41
5
0.42
0.30
0.72
6
0.20
0.30
0.50
7
0.80
2.73
3.53
8
0.00
3.21
3.21
TOTALS
3.13
7.43
10.56
SCALE
30 O 15 30
( IN FEET )
DATE-
REV NO
DATE
joB 206286
CHK BY -
DC BY -
REV NO.
DATE
NSCBC 2002
SHEET N0.
© THIS DRAWING IS A COPYRIGHT OF PHILLIPS ARCHITECTURE PA,2006,

PROPOSED 2'-O'CURB AND GUTTER
PROPOSED SIDEWALK
PROPOSED BUILDING
PROPOSED DRAINAGE PIPE
PROPOSE DRAINAGE STRUCTURE
PROPOSED PAVEMENT MARKING
PROPOSED IMPERVIOUS AREA
1110 Navaho Drive
Suite 600
. Raleigh, NC 27609
919.878.1660
❑
Architecture, 1 A FAX: 9f9.878.4432
Annunciation Catholic Church
No. 6 Township
246 East Main Street
Havelock, NC 28532-2297
6-062-008
PROPOSED DRAINAGE AREA MAP
SITE PLAN PREPARED BY:
TRAN,jITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS • PLANNERS a CEI
}300 Poddock Drive, Suite G-10
Office {919) 873-2401 Raleigh, N.C. 27609 Fax [phone]
CAR •..
ESSIp4'
SEAL
14160
..€
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
DATE PRINTED 11-07-06
TRANSMITTED BY TranSite Consult. Engrs.
SCALE See Graphic Scale
DRAINAGE AREA TABLE
DA #
Impervious Area
(Acres)
Pervious Area
(Acres)
Total Area
(Acres)
1
0.11
0.05
0.16
2
1.37
0.47
1.84
3
0.09
0.18
0.27
4
0.26
0.15
0.41
5
0.44
0.28
0.72
6
0.20
0.30
0.50
7
1.00
2.45
3.45
8
0.00
3.21
3.21
TOTALS
3.47
7.09
10.56
SCALE
30 0 15 30
( IN FEET )
DATE:
REV NO.
DATE
joB #: 206286
CHK BY:
DWG BY:
REV NO.
DATE
NSCBC 2002
SHEET NO.
© THIS DRAWING IS A COPYRIGHT OF PHILLIPS ARCHITECTURE PA,2066.
.