SW6081002_APPROVED PLANS_20081017

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

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IMPERVIOUS AREAS
DRAINAGE AREA NO. 1
TOTAL AREA
203,392
AREA
DESCRIPTION
IMPERVIOUS ADDED
EXIST. IMPERVIOUS
NETADDED
A
NEW CLASSROOM ADDTION
21,634
21,535
99
B
NEW SHOP ADDTION
1,697
1,697
-
C
NEW CAFETERIA ADDITION
2,420
2,420
D
NEW PARKING LOT ADDITION
12,505
3,078
9,427
E
NEW SIDEWALKS
4,122
4,122
F
NEW PAVEMENT
2,090
2,090
G
EXISTING PARKING LOT
42,791
H
EXISTING BUILDING
73,429
I
EXISTING DRIVE
13,974
J
EXISITING SIDEWALKS
3,085
TOTALS
44,468
133,279
18,158
EXIST. % IMPERVIOUS
66%
NEW % IMPERVIOUS
74%
DRAINAGE AREA NO. 2
TOTAL AREA
75,714
AREA
DESCRIPTION
IMPERVIOUS ADDED
EXIST. IMPERVIOUS
NET ADDED
K
NEW GYNASIUM/BANDROOM
14,359
686
13,673
L
NEW SIDEWALKS
812
812
M
EXISTING BUILDING
43,717
N
EXISITING SIDEWALKS
8,888
TOTALS
15,171
52,605
14,485
EXIST. % IMPERVIOUS
69%
NEW % IMPERVIOUS
89%
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
n es Associates Topographic Survey for
1745 Cypress LakeRd
Hope Mills, NC28348 Harnett County Schools
References:
Harnett Central -High- School
Harnett County North Carolina
Drawing A08054 Scale 1" = 60' July 8. 2008.
4RRKOYg0 StoRoyrater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. It 5A NCAC 2H .1008 (j) )
Permit # ✓ /002 Date Z//UB
by NC Division of Water Quality
Sheet # 1 _Revision Date
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ARCHITECTS
214 Burgess St.
Fayetteville, NC 28301
Phone: [phone]
Fax: [phone]
www.sfla.biz
r" 0` ENGINEERS
//���{ PLANNERS
0�M�/� ECONOMISTS
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WilburSmith
A S S O C I A T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax:[phone]
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Project #: 00512.000
Drawn By:
Checked By:
Issue Date: 09/29/08
Revisions:
•••�•••-•-�-�• •-••-•••••7„-r��•••-•-•• •• •-•• •••-•-- •• •��••--•• •••-•••u••••••�r•�r�••:•••••��•�••••��•�•�•••••••...••_... C..I L.. �F I,.,., UI I1� aUPcl �eu �y w„n 4uudf dyreement. 1 ne urawmgs ana �pecalcanons snap not ne usedby the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

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ARCHITECTS
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NORTH
NOTES:
1) No horizontal control located within 2,000'.
2) Alt distances shown are horizontal ground distances.
3) Area by Coordinate Computations.
4) This property is subject to easements and restrictions of record.
5) This surveyor does not certify to the existence of underground utilities (tanks, etc).
6) This properly may contain wetlands. No wetland surveys were completed at this to
7) No Title search was completed for this survey. No responsibility is assumed by thi:
surveyor for any conditions which may presently exist but are unknown such as Toxu
Hazardous Waste Materials, Cemeteries and Flood Areas,
8) This property is not located within the 100 Year Flood Zone. See FEMA Panel
372006200J, Effective Date: October 3, 2006
9) Utility information provided by Harnett County Public Utilities Department
Contact: Tim Payseur, Senior Engineer for Harnett County Public Utilities Depart
Phone: [phone]
Fax: [phone]
10 Contractor should verify exact location of all utilities before construction.
11) Right -of -Way computed from maps and physical locations. Location is approxim
12) Harnett County Schools - Mr. Brown 910-893-4808
Deren Mclean 910-984-6262
ES
ae 287.26
at
LEGEND
Minor Contour 1'
Major Contour 5' / e Electric
Underground Electric Line -�- y - Hut
_
Fiber Optic / _
6��I�e Nary _ ---
Edge ofAsphalt �X sar
Waterline -- 24" _ --
/
r� DI-3 12" RCP 12" Peac
SI-�EE
`� Hut r
Storm Drain Line ;n. 30"`
_ �[\`1
-- _ ._ _ 1 --,
C
ISS trot
Sanitary Sewer I
;
- - - _ 1 a Cl
N:6 3,678.4320
I, THOMAS J. GOODEN P.L.S: 3196, CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL GPS
Chain Link Fence I
e -30„ N !p
/
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EXISTING BLOCK _ _ _ _ U -t-
a
E:2,065,939.7790
may., SURVEY MADE UNDER MY SUPERVISION; THAT THIS SURVEY WAS PERFORMED ON JUNE 27, 2008
Area Light N� �'� El c 4
Hui
BUILDING - _
\
El 297.28
`fig AND ALL COORDINATES WERE DERIVED BY VRS (VIRTUAL REFERENCE STATION) GPS USING A
_
❑S Sanitary Sewer Manhole �i� � I CO c
� - i - _ TRBviBLE 5800 SERIES DUAL FREQUENCY RELIEVER THIS METHOD RESULTS IN NAD83 (NSRS
-'
0" '
10�
-
2007) POSITIONS AND NAVD 88 ELEVATIONS USING THE CONTINUOUSLY OPERATING REFERENCE
Tree �'�
a ---- j� I ; / STATIONS MAINTAINED BY THE NORTH CAROLINA GEODETIC SURVEY; THAT THIS CLASS "C"
011.pe❑
I
¢ 1 en HIC MAP WAS FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT
m Sanitary Sewer Distribution
$0
---
SUPERVISION AND AND IT MEET OR EXCEEDS THE NORTH CAROLINAADMINISTRATIVE ODE
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Box (No longer in use) ) \�` 30wF , /' a3 a &
TTHAT
FFE: 298.66'- ' ' I / /
THOMAS J. GOODEN, P.L.S. - 3196
STORM DRAIN
�nut
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TOP
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296.20
289.3
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DI-2
295.95
290.25
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296.69
290.69
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295,60
291.70
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297.37
293.87
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296.71
291.57
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294.57
292.37
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296.80
294.30
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297.02
293.42
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295.23
292.58
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DI-13
296.36
293.96
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Top:296.19
Inv In:290.19
3 1 j� / GRAPHIC SCALE
DI-14
297.33
295.23
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Inv Oup28o9.79
, / 60 0 30 60 120 240
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296.17
294.47
30" O 295
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CI-16
296.72
293.72
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293.03
290.53
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Sycamore Top: 296.10 .: --�� p �1'Ala� ewer Cinch= 608.
CI-18
292.30
289.90
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Topographic Surve for
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Top:
rnv: 287.76
1745 Cypress Lakes Rd
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Hope Mills,NC 28348 ��
pHarnett
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295-
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Harnett Central High School
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Top: 292.25
Inv: 286.95
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Drawing
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Scale 1 - 60 Jul 8 2008
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Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the slormwater permit. North Carolina
rules require that the stom-Zer system designer
Inspect during construction, certify conformity with the
Plans and Specs, and certify compliance with the
stcrmwatar rules. (15A NCAC 2H .1008 (i) )
Per�#/�.
d Date�2gJ 8
NC Division of Water quality
eRevision Date ����
8
Project #: 00512.000
Drawn By:
Checked By:
Issue Date: 09/29/08
Revisions:
Como
2008 SfL+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for which they are prepared :s executed or not, unless superseded by contractual agreement. l he Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

EROSION CONTROL NOTES-
J
is
. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY SILT FENCE INSIDE
OF CONSTRUCTION FENCE TO PREVENT SEDIMENT FROM LEAVING THE SITE.
AT ENTRANCES, PROVIDE STONE BERM IN LIEU OF SILT FENCE.
4.THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT FROM THE SITE. SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
NOTES:
3.CONTRACTOR TO PROVIDE CHAINLINK FENCE AROUND
OWNER FOROLOCAT/ON AND
FENCINGEN THE SHOPS TAEREA H THE
TOiCAOlOSPOOBEGNNINCONSCTOCNIOLOATEUTLIESRR T6TRUIN.OTRACCTR
RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.
5. SEE SHEET C2.0 FOR PROPOSED SITE IMPROVEMENTS.
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6. SEE DETAIL SHEET C4.0 FOR EROSION CONTROL DETAILS. WHERE
INLET IS LOCATED /N CURB & GUTTER USE BLOCK AND GRAVEL INLET
PROTECTION. SEE ADDITIONAL EROSION CONTROL NOTES THIS SHEET.
7.CONTRACTOR TO REPAIR ANY DAMAGES CAUSED TO PAVEMENT,
S/DEWALK,AND CURB AND GUTTER THAT IS TO REMAIN.
8.ONLY REMOVE TREES CALLED FOR REMOVAL ALL OTHER TREES
ARE TO REMAIN AND BE PROTECTED.
9. CONSTRUCT NEW PARKING AREA TO EXTENT OF MAINTAINING DROP-OFF LOOP
DRIVE PRIOR TO REMOVING EXISTING SPACES IN PARKING LOT. PHASE WORK
SO THAT PARKING CAN BE MAINTAINED IN THE EXISTING LOT UNTIL THE NEW LOT
IS AVAILABLE.
STAGING AREA
/o 0,�� / 112"
ARE•j. N: 4J47b
OTHER SUITABLE DISPOSAL AREA A WASH RACK MAY ALSO BE USED TO MAKE /
WASHING MORE CONVENIENT AND EFFECTIVE. •�.
7. MAINTAIN THE GRAVEL PAD IN A MANNER TO PREVENT MUD OR SEDIMENT FROM Na24J25m
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING E:2A65667621
WITH CLEAN STONE. -
8. AFTER EACH RAINFAL(INSPECT ALL STRUCTURES USED TO TRAP SEDIMENT AND
CLEAN OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
\ I 30" Pine,/
30" Pine I I I L/ C
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r..._..L. ��'...._.._.L�CLE,ING,LlVITS (TY) _ ;I. SE;�OTE= o °°°°
' 3 i / o RETCATEI UGH7\j 1
/ • N I I N: $24A5IJ9 N:
I E.- 2D655529B E:
�UI I trick Retainling
I i Conclete Pad
1 1 1 / III IRELOC
3
II / SEE S
RETAIN
GUTTEF
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1 30"
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5.THE TEMPORARY ENTRANCE / EXTF WILL BE LOCATED NEAR THE EDGE OF THE
EX/STING PAVEMENT AND CONSIST OF SIX INCHES (6") OF 2' TO 3" WASHED STONE
IN AN AREA APPROXIMATELY 25' WIDE BY 50' LONG. THE AREA SHALL ALSO BE
PROPERLY GRADED AND MAINTAINED AS NEEDED.
6.IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT
NOT REMOVED THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR
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ATE GATE
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REMOVE CHA/NUNK
�ENCE X — X —
1F FFE.298.66
U
FFE: 299.66
2
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REMOVE—TREEj_� — — — — — — — —
�12no€wood
REMOVE TREE
vz �-
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`—
® 295
REMOVE 63 LF
OF 12' RCP
REMOVE\ \ — __AND-FQUND> TION \ \
® Brick Wall
3/'
FFF.: 298.66
UGC
SEEI NOTE1 2
90L HOLIDAY.
LEGEND
PAVEMENT REMOVAL
(SEE NOTE 0
SILT FENCE--
000000
INLET PROTECTION 00 ❑ 00
0 0
0 0
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CONSTRUCTION - - - - -
"�/ :ENTRANCE/EXIT SILT FENCE \ ,
1 (TYPJ REMOVE CUfTB
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N.- 624.0927(
/ E. 2,065,90/i
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REMOVE TREE cos 1
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Black Cherry
REMOVE SIDEWALK 296
297
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\ REMOVE
EEK ?g° P BRICK / A ` V ear
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\ FOUNDATIONS i 1 N:623898:79
/ Brick Wall E. 2A65.9259/
\ �1
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�1 INLET PROTECTION (TYPJ 1
00o Cr SEE NOTE 6.
\ REMOVE CONCRETE SIDEWALK 1
v AND STEPS \ _
N:623,84951
RELOCATE LIGHT = \ i E:2,065,67665
POLE BEHIND SIDEWALK j N. 623,828.99 �. 1 % t2" Pear �. A
E:2,065,830.85 \ N.-623,82069
E. 2,065,9/4.42 1 \'
J9 j F i i 11 %
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! :) A N: 623,77527 12" Pear
J1 E: 2,065,866.42
it
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Approve4 Stormaiater Pe mit L3ocument5
Construcnori in accordance
with these documents is
required by the stormwEkW perm NOrth Carolina
rules regwrb that the tormwater stem designer
Inspect durihy construe i�. certify nformity with the
plans and s{1e�s; and certlryry complia e with the
stormwater rifles- (' 5A NC C 2H .100� ) )
Per a #6G$100� Dat
\t by NQ Division of Wa QuaIr
t\ _Shee # (iA A RQvision Datey�
I � V A A
20 0 20
GRAPHIC SCALE IN FEET
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el ENGINEERS
//JIM-]k PLANNERS
ECONOMISTS
Wilbi mTith
A S S O C I A T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax: [phone]
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Project M
00512.000
Drawn By:
THB
Checked By:
MAD
Issue Date:
09/29/08
Revisions:
C1.0
2008 Sf _+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

AUA ANL) LLUAL L)MLAI
/
i
/ 30" Pine
/ X
i
/
/
/ o
0"Pine � � / / � Co
aySSoo� Cl)
tent is Intended to comp
7
J�� POr+able Classroom
Ao
2'6rh
o�
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Portable Classroom
Portable Classroom
Imes Act UA). However architects and engineers are not licensed to Interpret laws or give advice concerning laws. The owner should have Lhls document reviewed by his attorney to deter)
LEGEND NOTES-
L SAWCUT PAVEMENT PRIOR TO REMOVAL IF EDGE IS DAMAGED
PAVEMENT REMOVAL RECUT PRIOR TO PLACING ASPHALT OR CONCRETE PAVEMENT.
(SEE NOTE Il 2. CONTRACTOR TO PROVIDE CHAINLINK FENCE AROUND
_ CONSTRUCTION LIMITS,COORD/NATE WITH THE OWNER.
SILT FENCE m �� J. UTILITY LOCATIONS SHOWN APPROXIMATE CONTRACTOR RESPONSIBLE
000000 TO LOCATE UTILITIES PRIOR TO BEGINN/Nd CONSTRUCTION. CONTRACTOR
INLET PROTECTION a ❑ 00 RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.
000000 4. SEE SHEET C2J FOR PROPOSED SITE IMPROVEMENTS.
fr CONSTRUCTION FENCING 5. SEE DETAIL SHEET C4.0 FOR EROSION CONTROL DETAILS. WHERE
/ 0 INLET IS LOCATED IN CURB & GUTTER USE BLOCK AND GRAVEL INLET
/ 6 / DI-13
0O
12" RCP / !
et0It,
Concrete Walk
CO
Concrete Walk G/ /
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I00
Portable Classroom ! Portable Classroom Co— Q
/
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Portable Classroom /
\
6. INSTALL NEW STORM DRAINAGE SYSTEM AND MAKE CONNECTIONS
7�9
PRIOR TO REMOVING EXISTING SYSTEMS. j
7. CONTRACTOR TO REPAIR ANY DAMAGES CAUSED TO PAVEMENT, FFE:29s66
SIDEWALK.AND CURB AND GUTTER THAT IS TO REMAIN.
le Walk
01
1 1 1
1 1—
\\y
Landscape :.
V A \CO r{ ! Planters
� I �
Portable Classroom
\ \ Portable Classroom !
298 Landscape
�� Planters y
Not inuse
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30" Oak
295
24" Oak
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'•� A\ ? ®cep ' 1 �� _ j '011
297
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P•� 1 • • A — — — — �
' � � Landscape
,
\V� ♦ planter
INLET PROTECTION (TYPJ
\ . x SEE NOTE 5. \
\ ®/ — — RE OF 1 RC
Cl-10
� PortabieClaseroom � / �� REMOVE 75 LF I2� issm
xcP ••
r .12-1
REMOVE / ®°o°
SIDEWALK ° t2 or �' ® \
/ o Issue
/ REMOVE DROP INLET \ \ — — MAINTAIN SIDEWALK ACCESS
00 00
\ X •�X X \— X = J: — _ -X • --• �— • • —?E • / � •-t� \ / /DURING SCHOOL HOURS.
\ /
•� / t Oil Oak --- --
—r
A and other taws.
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10" TCC�
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N: 623,56,3�3
E.2A657ZI U v
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REMOVE STORM —­\' REMOVE SIDEWALK \
DRAINAGE PIPE
ABANDON WELL AND SEAL
PER NCDENR STANDARD
(TITLE I5A SUBCHAPTER
2C SECTION .0Il3)
121, Pear I
/
/
/
'I gO00000
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00 0
00 0
,l �I
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\ / REMOVE DROP INLET
! j
MAINTAIN SIDEWALK ACCESS
DURING SCHOOL HOURS.
O)
0
40s 3
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UHF—_N
Cl
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REME/3TSO��-- -- Cl 9�P /--T
AND BACKFR
/ SILT FE CE
'�• � i / / (TYPJ
PUMP SEPTIC TANKS,REMOVE
�J '/REMOVE TREE
AND BACKFILL77
1 CD
\ muse Not muse
/
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\ S S E4 S S S S S— — \S S S
80 r J \ -
Top r
n19
v, Out�289. 9 SYcamore 1
REMOVE PLANTER O
V Concrete Walk RETAIN �� e� l
MAINTAIN SIDEWALK ACCESS
DURING SCHOOL HOURS.
TEMP. CONSTRUCTION
N FENCE (7YPJ
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2q" Oak
! Sycamo ,
r
— // I / A�p•'t+wg7i". n.. n rUrriili-YTcid lien
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I ! Constfu0110n in actor nce with these documents is
required by 4+e zto iwntorporrmt- NnNh Carolina
rule} requlro thtr lim r,ornnweter system designer
1 Net We11 f ' In$plect durin orionnucfe c n, eftlfy conformity with the
Sycamore pl nR ands cS and certify i ornplianee with the
l I st rMwate rules (15A NCAC dh .1008 Q i )
r P4 # O "Z_ Date
I by NC Division of Water Quali
�
camore
1��— Sheet Revision OateV�`i/
296
GRAPHIC SCALE IN FEET
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C[H
EMMI PLANNERS
ECONOMISTS
WilburSmith
A S S O C I A T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax: [phone]
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Revisions:
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tUU6 StL+a Architects, PA. All Kights Keserved. Drawings, 5pechications and the Uesign are and snail remain the property or this Architectural mi m, wnemer me project Tor wmcn they are prepared is executed or not, unless superseded Dy contractual agreement. i ne urawmgs and Speahcauons shall not be used by the project owner or any other parry for other projects, additions to this project, or for completion of this project except by agreement in writing.
i

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40 STRIPE E (TYPJ
�\ _ b N: 594.158.30 _
�✓ U F E: Z%5B24R7
C1-18 i 12" RCP V Cl_ 9
292 f RB
& GOER GRASS` LA
/ N.624J45B3 (TYPJ N.624J3798
- ---- ' E. 2A65.697B6 E. 2A65J5291 229
N.624J20.57---
NOTES:
1. SEE SHEET C3.0 FOR GRADING AND DRAINAGE
PLANS.
AND SEE DETAIL
LANDEOTHEROSITE DETAIL.CURB
15" RCP
Asphalt Parking
A A i N:624JO/B5
6' N.624JJID9 N:624JI9B5 - -
N E. Z37
N:624J24J1 S E065b91N:624J0892
E. 2A65T7058
E:2,065.66959 N.-624J21.08 N:624J10.49 E:2A65B/620
E:2N.624J03b4
A65b9433 2
STAIRS AND RAMP :A6579897 E:2A65846b6
SEE ARCH. PLANS --- --
N.5� 4JO4J2 GRASS (TYPJ
1 } j N. 624JOOJ3
30" Pine/it II
E:2A65b76J0 4 CHA/NUNK
FENCE WY4
R i3' 2-4' GATFiS
30" Pine
�
N:624,063J3
I ! E: '423.3
N:624,05135
N.- 624A6359 E. 2.06 .48
R 3' E: 2A65b70.73N: 624�061.37
\
NEW 6" GRAVITY SEW R LANE iRAMPD RICK WALL —
SEE SHEET C2 2 / Cl 17% SEE CHfi UR E:2A65b63A8
SSMH 2� �v 3 W. 624,041B4 PLANS - — �� - - - GRASS LAWN
E. 2465,59132
----N6624,W94 N:624A3/B8 j
N:624.044.44 N.624A45J2 �— ----- E.2A65,658J2 E.2A65608A3
B ck Retain' Wall { E. 2A6557358 i A _ E. 2A65.602J5— — SSMHI
t
ll 6.',CHAIN LINK FENCE / D � RAMP D D----
s // D GATE. / ,I h 5
Coaotete Pad B CK
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1 °
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r ti� / N.624A3321 ° 0000 D .`. rrYP.)
E.
( }
N s I l FENCE EXl ' N:624,03100 4 0
E 5 591
E:2,X586057 ,,vs
N.624,092.70 \ \
�V 624A93-195 E.2A65,90/.70
E.2A65B5931
-
24' B-B R 8' \ \,
N.624,085.336
E. 2,065,89851
N. 624,07732
E.-2A65,862A7 E.07520
2.01a
(TYPJR 3' N.624.070J0
R 3' E.-2A65,907.07
4' WIDE CURB CUT
N:624.07626 TAPER CU
E. 2A55,64T79
20'
(TYPJ
9' (TYPJ
— 4" SIDEWALK j
4"WHITE PAINT
STRIPE (TYPJ
N: 623,974J6
E.-2,065,828A7
I
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7
295D > AJ4
ANG LOT
6" REINFORCED 4' N:62399792 20 PAD RETE DUMPSTER4`CONCRETE
OMITS OF HEA DUTY \E5�,-0• CURBSIDEWALKASPHALT PAV ENT &DER(TYPJ�SEE SITE LIGHTING/
,ELECTRICAL PLAN296 ----- WIRING AND N:62397152 LOCATIONS l3J
CO r E.2A65b33B1: 6 33.61N: 23,939.77
. 065,6 J2�30"Pr3"E: A6578929N.62392589DE:2A6s,77oB1 z9NE04DEWALK
O
5 \ ° 18" peat
1 li 1 o o 1 N. 623919-54 4 1
E.2.%5J70.41 i
iDl 1
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'I � �, sIDEWALx
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GUTTER
Z-9 CURB
o \
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\ VI ( 3 Asphalt Area FFE_ 298.66
,I, 1
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\ 36"Pine
i i$ —j n
TIE T
x � I , CURB &GUTTER
36^ Piue
MATCH EXISTING \
I I 3 ' I SIDEWALK c� /
� � C7� � � � I i i� � � I N: 623,$28.99 � � 12"Pear
1 \
—TI
O — E: 2,065,830.85
I 1,
I !
x a FFE:29866 J \.
i 30"lPin / l ASPHALT PAVEMENT Aphrhretj �t rwnf�f\r+� rlt r��u�u is
LIMITS \ wnnstrurCiad i� tli3OT9iir:k with tt+Nxo rdncuhthn is
r1quirind by tig4 it mwatgr p nlit Nni. coroiina
X
rules r!igplrp liftf he rdut"m r #y§tiam do
ei�ner
I ' / ' epee; d�Ilnp C:�-hurGl. r n I}Ny r.ontamtisi with the
D1-14 I i
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t stormwalor rulo O))
36" ine � �i �Mechanical Yard � 1 `. � , r -ens gnu apu6R.' rd csltliy rnplign7z with She
I TIE TO EXISTING �
CURB &GUTTER \ by n # OOZ �_ f n o Water
ppE: ?9$6G' A S r MC Olv Sion at Quality
N: 623J7325 Sheet#� _�,_ Revislo bate 9/2�/rr�fi
( E.-2A65,666J4
12"Pear
� I
20 0 20 40
( I i !X GRAPHIC SCALE IN FEET
TEC 'i
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//MM\S PLANNERS
UlIgUffii, ECONOMISTS
1`111w1 i�
WilburSmith
A S S O C I AT E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
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Checked By: MAD
Issue Date: 09/29/08
Revisions:
C200
cwa xc+a Arcmteccs, M. All xrgnts Iceservea. urawmgs, �peancaaons ano me uesign are ana snar remain me property or mIs Arcnne¢urar nrm, wneurer me pruje:A rur wnlui urey are prepares 15 CAer.Yreu 01 nor, urrresa superseueu 0y runuauuar ayreement. r ne urawmgs ana speancatlons snag not oe usea fly the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

nun nrvu ccunc uot,wlmcx: I nls document
30" Pine P
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24„ Pine
/ ti9 k 0
Electric/ /
p" Pine / i / / A
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/
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\ i
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mtenoeu to come
i
portable Classroom
i
12" RCP /
FFE: 298.66'
Portable Classroom
Portable Classroom
\\, Portable Classroom /
� Portable Classroom X \ � � � � �
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295
it 30" Oak _ 2
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S8" PVC
S �
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N
_ — 297
—
\
SEE PLUMBING PLANS
FOR CONTINUATION
4" SIDUPALK
� S ,
Inv :297.
1 CAM
TIE SS TO EXIST. MH —
W/TH INSIDE DROP.
SEE DETAILS.
.n4
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29
s �
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5,427
S
FFE: 29966
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SE)PLAENS RC�ITECTURAL ss
Top: 29619
a Lnv1n:29019
/ / ! 8" PVC Inv Out 299.79
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E
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ADJUST SIDEWALK
T TIE TO NEW DOOR L
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2S� 10 Sycamore
Y
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Sycamore
296
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Cbngiruchon it, uGl: pnna with the$© documents is
ur / dq ed bythe mwala parmit North Carolina
rules reprice Ih thN rtotmwater system designer
Irtspect dun ccnstrucnon citify conformity with the
plans and eca and cerity compliance with the
Istormwa r rules_ ( 15A NCAC 2H .1008 Q) )
P, mit s 60B/OOB pate�QL/7 ZOO
/ bNC Division of Wale Quall
Sbee # Revision Date2 D�
2p/ 0 20 40'
GRAPHIC SCALE IN FEET
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A S S O C I A T E S
421 Fayetteville Street
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Raleigh, N.C. 27601
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Revisions:
261
2008 SfL+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for wmcn they are preparea Is execurea or not, unless superseheci try contractual agreement. l ne Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

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s
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o / �� \ o o Green Hous Green
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WATER MAIN CROSSING.
House House Shop — 290
A Concrete Walk ( o v v py5�° � ee — —
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NOTES: N� I
\ / I. EXISTING UTILITIES SHOWN APPROXIMATE CONTRACTOR N ( \ /
RESPONSIBLE FOR LOCATING AND VERIFYING� ALL EXISTING UTILITIES `° rn �� ` 10+00.00
PRIOR TO BEGINNING CONSTRUCTION. IF CONFLICTS ARISE CONTACT00
�( �/ 1 \
\ ' \ ENGINEER FOR COORDINATION. \ PLUMBING P S
2. WHERE SEWER MAIN CROSSES WATER LINE CONTRACTOR TO VERIFY coNrl NYAT1f
--_ J WATER MAIN DEPTH AND MAKE WATER MAIN ADJUSTMENTS AS NECESSARY. I
\ IF SEPARATION BETWEEN WATER AND SEWER LINES lS LESS THAN l8", LOWER f �62 CZ
\ WATER LINE TO OBTAIN M/N.le SEPARATION,USE DUCTILE IRON PIPES FOR BOTH ` a
\� WATER AND SEWER MAINS,AND ARRANGE CROSSING SO THAT THE SEWER JOINTS r
\ \ VV A, q� A o o. o • o I �J tl�
'b WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THEW T
U' C 01
11
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8"PVC '
�N.
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Concrete Area
K19�UM P3J3A0D
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SEE DETAIL ON SHEET C4.1. USE 45' MJ BENDS FOR VERTICAL BENDS ON THE
WATER LINE.
J. SEE SHEET C2.3 FOR MANHOLE ELEVATIONS AND PROFILE.
4. ALL DISTURBED AREAS SHALL BE REPAIRED TO MATCH EXISTING CONDITIONS.
SEED AND MULCH GRASS AREA WITH TACK TO PREVENT WIND DAMAGE. PATCH ASPHAL
AND CONCRETE CURB AND GUTTER. SEE DETAIL SHEET FOR PAVEMENT REPAIR.
5. RESET CHAINLINK FENCE.
6. PROTECT EXISTING TREES TO EXTENT PRACTICAL. IF PIPE ALIGNMENT CAN BE
�y ADJUSTED TO AVOID OR MINIMIZE IMPACTS TO TREES AND ROOTS,ADJUST IN FIELD.
N COORDINATE WITH ENGINEER PRIOR TO ADJUSTING.
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rand d u y gowp i ance with the
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, zteje NC Division of Water Ow
30 0 30 60
GRAPHIC SCALE IN FEET
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//MRS111, PLANNERS
11NEW., ECONOMISTS
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WilburSmith
A S S O C I A T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
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Issue Date: 09/29/08
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C202
iwa xL+a Arcnttects, PA. All Rignts Nesewed. Drawings, bpecnications and the Design are and snap remain me properly or cis Arcnne¢ural rum, wnemer me project for wmcn mey die prepmeu n caecureu u, nua, umem nupeneueu uy Lunuauuai ayreemem. I ne urawigs and zIpeancanons snan not oe used dy the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

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WilburSmith
A S 8 0 C IA T E S
421 Fayetteville Str(
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
10 11 12 13 14 15 16 17
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plans ;end
ar 0!A, ana c I
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Revision Date_k
Drawn By: THB
Checked By: MAD
Issue Date: 09/29/08
Revisions:
by
Sheet „
C 2, 3
I
18
C203--
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13
2008 SfL+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specitications shall not be used by me project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

. However architects and engineers are not license
The
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I I
12" RCP
TC=ExIST. STAIRS AND RAMP
+ SEE ARCH. PLANS
r /
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!\ j j TP=2933
TIE CANOPY ROOF DRAIN
2% MIN. SEE ARCDRAIN
PASYSTEM
I I 1
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Pine/N 1
/ I / l / TC=Ex/sr
Y - - = �
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2SS2'7
V Ct-i9
\\�TC=EXIST. 292
NOTES.
/. ALL DISTURBED AREAS WILL BE SEEDED
WITH BERMUDA AND MULCHED. GROUND COVER SHALL BE
ESTABLISHED WITHIN /5 WORKING DAYS OR 21CALENDAR DAYS
WHICHEVER IS SHORTER.
2. STABILIZE SLOPES GREATER THAN 5.l WITH STRAW
NETTING MATRIX (PHOTODEGRADABLE).
3.CONTRACTOR TO PROVIDE MIN.2% SLOPE FROM BUILDING
TO EXISTING GRADE TO PROVIDE PROPER POSITIVE DRAINAGE.
15" RCP
® ® ® ® ® ® ® ® ® ® ® ®
l — 293D0 RIP RAP 1NED TC=EXIST. �, \
n FOREBAY + MATCH EXIST. \
—T7 \
3" \\
TC=EXIST
Ir l r I I, + 61
27 tn� rs / Ina- L P 4/ 3WooI
N BIORETENTION
30°Pine (TYMATCH
C42
SEE DETAIL SHEET
v A
BOTTOM ELEV.= 292.00
INV.= 294.42 C RI V-UI AL
/ I i CO STORM MH 'I
l TOP RIM = 294.74
! v4� INDQ Al EX INV.
% 2
N
27 ROOF
DRAIN PVC �.37% •�
l i / / 0 .= 2s/J A — _ — — a DROP /N !
i I /il / rc=EXISr. _ 6 TOP = -293 00
c> �� CO TIEAh+B ROO� DRAIN + e 2y
I (ATC �\ 1 TO OOF RAIN SYSTEM. -
I MATCN IE�: T. �/ SEE ARC PLAN T xl ,• CO
/ CI1 FF 11F R"
— -\ -- ---� — — INV.= 295JI
/ B ck Retain.g wall \ ROOF DRAfN�(7YPJ j
�I _ 5 PLUMBING PLAN CO
F— TP=294Jo FOR LOCATIONS & SIZES / 9 0 0"
/ TP=29450 INV.= 29524 CO f P1 IC 0 -507
/lI
Conete Pad I I "A p
CR111wINV.= 29350 Ln
00 , CO -- SL27
P
i 1 �� i TC=29550 U
27 INV.291B3 D � D
ti I 1
TC=29550 INV. = 293.90 45 F 8"
/ m \ i1 I I 296 PVC °29s ° 40 LF 0 8° o
eq \ CATCH BASIN 16A D D PVC
3 ® O� =295.00 °
j GRATE= 29433 FFE = 29866 /NV.= 295B7 v
292b6 4EX) ---- ----
1 h� 297 — — CO
Xt
7
I' 3 296
C1 1W.25.00
O 2% (TYPJ
_ \ i
298 27/LF OF 8-- A \
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30" I A O
291 -->/' J �I INV.= 29650 CO Nv 29
-- — —
FFE = 298,66
° NV. = 29550 ° ° °
CD �30" ine I I 'CI 5 / A TP=298b2 TP=298J8
TP=298.40
II 30" Pine
INV.= 297DO
D I
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Asphalt Area '
FFEb6'
_298
X �I
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II x
36" Pine
,
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Inspect ing constrt0,tion, certlty conformity the
plans apd� pees, and erff compliance with the
stormwt - ides. (15NCAC 7_H 1008 )
' by C Division of Wat t Quality
' I Sheet # i Revision Dateq p'd
121PearVvv
Tc=Ex/sr. 20 0 20 40
GRAPHIC SCALE IN FEET
2008 Sfl+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.
FFE: 299.66
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022609
AnD\3
10 �ENGINEERS
affmo PLANNERS
ECONOMISTS
Wilb7'Smith
A S S O C I A T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax: [phone]
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Issue Date: 09/29/08
Revisions:
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/ 1 onctr ^' fin n a L++Mmnen ui}t' � nts Is
required by tt stormwater permit. North Carolina
rules requ that the stormwalfir system designer
' Inspect uring construction, certify conformity with the
plan nd specs, and certify compliance with the
sto- water rules- (15A NCAC 2H -1008 0) )
/ P rmtt#541649166 / Date /O / m
y NC Division of Water ality
I, r /Sheet # Revision Date
0 20 40
GRAPHIC SCALE IN FEET
CARp "*
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022609
'yFflq''.....
A
MAN
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/9111111IRS PLANNERS
ECONOMISTS
WilburSm4h
A S S O C IA T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax:[phone]
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Issue Date: 09/29/08
Revisions:
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CONSTRUCTION SPECIFICATIONS DEWATERING
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM °MIN NONNI MINI
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
a
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS
Oro
MEMO
MERE,
seek
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL po °�OPO
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. 0 0
3. USE CLEAN GRAVEL, 3/4 TO 112 INCH IN ,� �(6%
DIAMETER, PLACED 2 INCHES BELOW THE TOP ggpp��gg__{{
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND -_� `� la� 0)OO(c).,,Wo
SMOOTH IT TO AN EVEN GRADE. DOT 457 WASHED
STONE IS RECOMMENDED.
4. FOR CURB DROP INLET REMOVE BACK OF PROTECTION
AND ADJUST TO FIT CURB.
MAINTENANCE
INSPECT THE BARRIER AT LEAST WEEKLY TEMPORARY SEDIMENT
AND AFTER EACH SIGNIFICANT ( 1/2 INCH OR GREATER) POOL
RAINFALL AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS. 1' MINIMUM
2' MAXIMUM
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY 8�
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL,
AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING IJ III I�
THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND �1j1
COMPACT IT. APPROPRIATLEY STABILIZE ALL BARE AREAS AROUND SEDIMENT
THE INLET.
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CONCRETE BI-CON
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2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
DEWATERING
16
I -I � I -III
III -III -III
TYPICAL BLOCK & GRAVEL
INLET PROTECTION
-- STEEL POST
WOVEN WIRE FABRIC
SILT FENCE
GEOTEXTILE FABRIC
= FILL SLOPE MlN.lO GA
LINE WIRES
\ 2
M GRADE
1 TiII- sTr�Tr
-I F
71 II-P EM/N.CO✓ER
1.
11 OVER SKIRT
31 III III -ANCHOR SKIRT
1 FOR REPAIR OF SILT
FENCE FAILURES, USE
SIDE VIEW No.57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
8' MAX.
VAR/ABLE AS DIRECTED BY THE ENGINEER
SILT
FE
E F
ABR!
WIRE
FROM
T1
IP
GRAL
- - --
I ITr11 L�J Tl,--1,11;T1�f-J, �I �EI�... I,JIII �R�L-III-„� 111-1�
31
j1
11
]Ifl_I
F
FRONT VIEW
11
NOTES:
I
I�
II
E
I. END OF SILT FENCE NEEDS TO BE TURNED UPHILL
2.AT SILT FENCE OUTFALLS (WHERE FLOW LEAVES SILT FENCE)
USE HARDWARE CLOTH BETWEEN POSTS AND OMIT SILT FENCE FABRIC.
PROVIDE N0.57 STONE TO FILTER SEDIMENT. EXTEND STONE V
BEYOND POST ON EACH END. STONE HEIGHT TO BE I'.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL MAKE ANY REWIRED REPAIRS IMMEDIATELY.
BECOME INEFFECTIVE REPLACEITTIT PROMPTLY COLLAPSE,TEAR.DECOMPOSE OR
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER CONTRIBUTING DRAINAGE
AREA HAS BEEN PROPERLY STABILIZED.
TYPICAL SILT FENCE
NTS
„ a o
X
X
2" o RO
N
N N
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PLAN
GRATE SECTION Y-Y FOR CIA. BOLT
ill loll loll ill
FRAME SECTION Y-Y
p till t�O"JIIIII loll Ill -
BAS
GRATE SECTION X-X
q GRATE SECTION X-X
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FRAME SECTION X-X NOTE:
SEE STD. DWG. 840.25
FOR FRAME ANCHORAGE.
TAL
N GROUND
/INIZED
)WARE WIRE
-NDS TO
OF BOX
D TO A
HEIGHT OF "I2 IB" MIN. ABOVE
TOP OF BOX
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEOUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE_ AS NEEDED
TYPICAL INLET PROTECTION
NTS
MIN, 10 GA.
LINE WIRES
VARIABLE AS DIRECTED BY THE ENGINEER
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STEEL POST FRONT VIEW
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTH
MIN. 12-1/2 GA
INTERMEDIATE
WIRES
GRADE
IIIII=11' /
POLY BARRICADE FABRIC (TYPICAL)
2 I I�
F T
m
M_ NOTES:
-�Atl,.i I' v 18'
DO NOT ENTER
N WARNING SIGN DETAIL
1
SIDE VIEW
TREE PROTECTION AREA
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3'HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND SOON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REOVIR£D BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
TYPICAL TREE
PROTECTION FENCE
NTS NOTE: FOR TREE PROTECTION ONLY
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8" WALL
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PART SECTION
PART SECTION
6" WALL
6" WALL WITH 4" LIP
8" WALL
8" WALL WITH 4" UP
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GENERAL NOTES:
USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES
USING REINFORCED CONCRETE PIPE SET
IN BASE SLAB.
EET i OF 1
SHEET t OF 1
840.00
840.00
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H O MISER HT.
M 77 VARIES
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WHERE 42" TO 54" PIPE IS WED
SECTION X-X
TABLES OF QUANTITIES FOR PIPE SET IN PAD
PD'8
D
"W"
DGf
,'W1"
DIM
"T"
DIM
GY.QDANTRIES
R7BN L fS
12"
16"
20"
12"
t'-Tie"
o'-Tie"
o'-z^
o.00s
o.007
o.poe
15"
1'-3i�8"
0'-9Lg"
0'-2"
0.008
0.008
O.OTO
18"
1'-51iA"
0'-10$8"
0'-2"
0.007
0.010
0.012
24'•
1'-8�$"
1'-OL3"
0' 3"
0.011
0.014
0.018
30'•
0'-3j-p"
0.014
0.078
0.029
36"
2'-3�A"
1'-5Ri8"
p'-q"
0.017
0.023
0.025
42"
2'-7Y8"
1 -7
0'-SLq"
0.025
0.030
0.038
48"
2'-10'iS"
1'-8�a"
0'-5�$°
0.028
0.038
O.Oa7
5q"
3t21�g"
t'-t0>�"
0'-61ia"
0.035
0.047
0.058
SO"
3'-53'g"
2'-OL{"
0'-eaa"
p,042
0.056
0.077
66"
3'-9"
2'-21ia"
0'-7/i("
0.050
0.067
O.OB4
72"
4'-OY2"
2'-3�"
0'-7Bg"
0.059
0.078
0.098
GENERAL NOTES:
Z
USE CLASS "B" CONCRETE TMIQIBIpUT.
O }
PROVIDE ALL CATCH BASINS OVEN V-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH SM. UBAIYING 640.66.
Q F 3
OPTID(UL CONSTRUCTION - MONOLITHIC PAM 2" KEYWAY, OR #4 BAN O LS AT
Rzy ¢ U
12" CENTERS AS DIRECTED BY THE ENGINEER.
Ly J O,y -
WE FORMS FOB THE CONSTRUCTION OF THE SDnOM sue.
O O W x Z
IF REINFORCED CONCRETE PIPE IS SET IN HUTTON SLAB OF BOX, ABU TO STAB
W Q 2 LL -
AS SHOBW ON STD. NO. M 00.
H U Q O
USE TYPE "E" "F" AND "0" GRATES UNLESS OTHERWISE INDICATED.
= H Z H
FOR 8'-O" IN HEIGHT ON LESS USE 6" MALLS AND HUTTON Si OVER
W
W-0" TO uF-O" IN HEIGHT USE S" WALLS AND BOTTOM SLAB. ADJUST
¢ O "� Q
CO
OUARTITIES ACCORDINGLY.
¢
Z
CGISIRWr WITH PIPE CSOMS WATCHING.
f-
CHAINFER ALL EXPOSED CARRIERS 1".
M.
W O
Pw NG NOT TO SCALE.
T / SECTION J-J
J MNE11E 30" TO S8" PIPE IS USED
SEE NOTE
e M
I
PLAN
MIRE 42" TO 54" PIPE IS USED
PLAN
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PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
S-0
--P HOLES
C
TEMPORARY SEEDING SCHEDULES:
LATE WINTER & EARLY SPRING (JAN. 1 - APR. 15)
TYPE
RATE(LB/ACRE)
RYE
120
ANNUAL LESPEDEZA (KOBE)
50
FERTILIZER (10-10-10)
750
AGRICULTURE LIME
2,000
MULCH (STRAW)
4,000
SUMMER (APR. 15 -AUG. 15)
TYPE
RATE(LB/ACRE)
GERMAN MILLET
40
FERTILIZER (10-10-10)
750
AGRICULTURE LIME
2,000
MULCH (STRAW)
4,000
FALL (AUG. 15 -DEC. 30)
TYPE
RATE (LB/ACRE)
RYE
120
FERTILIZER (10-10-10)
750
AGRICULTURE LIME
2,000
MULCH (STRAW)
4,000
MAINTENANCE:
REPAIR, RESEED, AND REFERTILIZE DAMAGED AREAS IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE
OF NITROGEN IN MARCH. IF IT
IS NECESSARY TO EXTEND TEMPORARY
FALL SEEDING BEYOND JUNE
15, OVERSEED WITH KOBE IN LATE
FEBRUARY OR EARLY MARCH.
PERMANENT SEEDING SCHEDULE:
(APR -JULY)
TYPE
RATE (LB/ACRE)
BERMUDAGRASS
80
FERTILIZER (10-10-10)
500
AGRICULTURE LIME
3,000
MULCH (STRAW)
4,000
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. REFERTILIZE THE FOLLOWING APR
WITH 50 LB/ACRE NITROGEN.
GENERAL NOTES:
USE CLASS "3" CONCRETE THROUGH UT.
PROVIDE ALL DROP INLETS OVER 3'-e" IN DEPTH RI1H STEPS 12"
ON CENTER. WE STEPS MICH COMPLY BOTH STD. OWING 340.63.
OPTIONAL CONSTRUCTION - MONOLITNIG POUR 2" NEYNAY OR #4 BAR 00YELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF HEINFORCED CONCRETE PIPE I3 SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS MGM on STD. HD. 840.V0.
CONSTRUCT MOTH PIPE SNORTS WITCHING.
INSFALL 2" WEEPHOLES M DIRECTED BY THE ENGINEER.
INSTALL STONE OMINS, OF A MINIMUM OF t CUBIC FACT OF NO. 78M STONE IN A
POp0U5 FABRIC HAS OR MAP, AT EACH VEEP MILE OR AS DIRECTED BY THE ENGINEER.
CHANER ALL EXPOSED COMNERS 1".
DRAWING NOT To SCALE.
11NlilUC
VATIDH
16 FMN
I
TOTE) MAX, PIPE THIS SIDE - 16" m I
SECTION Y-Y
1 DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF W% &PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
1 PIPE
SPAN
WIDTH
YIN. HE]GNT
0
A
B
N
BOTTOM
SLAB
WALL PER
FT. HT.
Di
ramsvn1.
0. M.
R. C.
12"
3'-O"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
0.643
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
''. 24"
3'-0°
0.814
0.059
0.065
30"
3'-0"
2'-O"
9'-6"
0.222
0.222
0.925
0.092
0.127
raID -iOI BARS
HZ-Ix> F EWAL SPACES
=Tz 3n �1 �
xm O O
ZHOrT
O H 1
�`�' DD R w �o R m =�
a
mw
CA wyw m6
O I m��
Z maLL a
z'w ( iAl
S
PLAN OF TOP SLAB SECTION S-S
m
c� 0
t1
z N C) x
N -= --n
- m O 6„'1 I"-E� #8 "W" BARS (I �#4 SM
X m 2 � E�IIAL SPA ES ( N Iflft,�i{r//
c A �
�O
O #4 BARS •�\„� 1,Z,. 6,
_ = DOWEL
W g SECTION R-R
m N
[-a „
Z O
IIINIWMI DIIMIISIOMH All MWXTITIN
4 0Afl
DOWEL
z
om
H }
Q Q
oo0.
NW-000rxg
Q 1 H
fD Cc
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LL F
W
z z
.I Z w
Q l l D.
o¢ IL a
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W =
F
Co W
= f L N
m V
H Z
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z 0
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a¢
H¢C5U
OO GO
W Q a LL =
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F
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o Owe,
Z H ¢
PLAN
MAMrn
H
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
W
TOP
USE ON FLAT EL EXPANSION JOINT 8�
GRADES 26
AND UNDER
-
0-1
- S, 0„ DEPRESSED GIITTEB LINE
EXPANSION JOINT m
EXPANSION
ELEVATION
¢
NORMAL CURB AND GUTTER DN LIGHT GRADES
UL tZ•1
CD Co
NORMAL GUTTER LINE
Z Q W
EXPANSION JOINT-7/6'
3 m
8" TOP
Fa-1
USE W GpA1ES OVER 2b ELEV.
2 = a
11
0
- DEPRESSED GUTTER LINE
Q a m
EXPANSION JOINT 1dOA%. 6-D" ---
Q 4.i
_ cc
ELEVATION
IQ- F
NORMAL CURB AND GUTTER ON STEEP GRADES
m W _
= = N
V
Ax MIN. NEIBMi, N, MIIN xo RIBFA) +
Fm4 z
W. YOS. COAL. IN BOX
DEDUCTIMS
J
BM6-W TOTAL
TF1P
FOM CONCRETE WFIX SASINI
OIIENSIONS
OF
BOX AND
PIPE
COVER
DIMENSION
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BMS-U
BMS-V
0
A
B
C
G
N
E
F
X0.
LENGTH
NO.
LE
12"
8' 0"
2' 2'
2' 9"
-
--
--
--
--
--
--
-
0.235
O.T
0.015
0.028
15"
3' 0"
2'-2"
8' 0"
_
0.=5
0.828
0.023
0.035
1e^
s' D^
z' z"
s• s^
0.235
0.887
0.033
o.D43
24"
3' O"
2'-2"
3'-9"
-
_
0.235
1.OD1
0.058
0.085
2' Y"
3'-4"
4'-8"
1 -2"
4' 0"
4
P 5"
2
3' 9"
3
3' 8"
8B
0.129
0.321
1.499
0.092
0.127
96"
3' 0"
2' 2"
3' 10"
1' 8"
4' 0"
4
P 11"
3
3'-9'
3
9' 9"
43
0.161
0.353
1.714
0.13E
0.178
42"
3' 0"
2' 2"
4' 5"
5' 3"
1' 5"
3' 2'
4
1' 8"
2
2' 11"
3
2'41"
32
0.112
0.316
1.738
0.1ND
0.243
4e
3'-O"
2'-2"
5 -0"
5'-8"
2'-1-
V-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.35
12
A"
3'-0'
2'-2"
5'J"
8'-3"
2'->"
3'-2"
A
V-10"
5
2'-11"
3
2'-11"
41
0.180
O.
+ RISER HAS
m ater Permit Documents
- W anca WIYI those dCCOrr!entS l SHEET 2 OF 2
IWWI* Y97l2Rlttt WrWDO t dBt6Nr Carolina 840.02
IlAm that thn . lnrmwatc ysia designer
during conlurLlCtic;n. a0rtifv aonfnrmity with the
Plans and Specs', end Car11y Gomplianob Witt, the
stormwater rules (15A NCAC 2H 1008 (j) )
Permit4 ;no III Date
by NC Division of Water
Sheet # -gip.. __--_- Re+vishn rlgrc q�2
` - 022609 c
=ter
nant�U
ENGINEERS
PLANNERS
ECONOMISTS
`\�i
Wilbur ATith
A 8 8 O C A T E 8
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax: [phone]
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Project #:
00512.000
Drawn By:
THB
Checked By:
MAD
Issue Date:
09/29/08
Revisions:
C400
2008 SfL+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing

ADA AND LEGAL DISCLAIMER: This document is intended to comply with the requirements of the Americans with Disabilities Act (ADA). However architects and engineers are not licensed to interpret laws or give advice concerning laws. The owner should have this document reviewed by his attornev to determine if it complies with ADA and other laws
FRAME GROUTED
IN PLACE COVER
��_ \'i MINIMUM MANHOLE SIZES USING SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
rSEESCHEDULE
DI& PVC SANITARY SEWER PIPE COVER SHALL STATE USE OF SYSTEM NOTES:
& MECHANICAL 800T TYPE 2 fIE:SEWERSTORM DRAIN, ELECTRICAL)
CONNECTORSSTEPS PER LVERTICAL SPACNG = l6'O.0 ON VERTICAL WALL ONLY.
SPECIFICATIONS TOP OF COVER
NOY.PIPE SIZE MANHOLE I.D. A A 2.STEPS TO PROTRUDE FF.ROM FACE OF STRUCTURE WALL,
6THRU 20' 4'-0' AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS.AND A
24" 5'-0' HORIZONTAL PULL-OUT LOAD OF 1000 LBS.WHEN INSTALLED.
PRECAST 19 �� 8 CORROSION RESISTANT
CONCRETE 30, 6'-0" L_-___-_-___- __� COATING MATERIAL
MANHOLE 36" 7'-0" 3. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE.
(REINF.NOT PIPE CLAMP 40 81-0" %2
SHOWN) A 48' l0'-0" 1/Z DIAMETER
STEEL ROD
SHELF � BOTTOM OF COVER Yz'
-,'- - - - - - -GRAVITY SEWER I' R. I
INVERT _ LINE
- MECHANICAL BOOT TYPE PLAN OF FRAME PLAN OF COVER
MANHOLE CONNECTOR MINIMUM WEIGHTS - LBS. SECTION
(FIT INTO SMOOTH CAST /,_I1�z. FRAME — 180
INVERT & SHELF OR CORED OPENING) Z—l©, COVER — 120
FIELD PLACED, EXPANSION RING TOTAL — 300
TROWELED
SMOOTH / SPECIFICATION �Z M
6"CRUSHED STONE J ARE)o CENTERLINE /•-IO�a N ASTM
MEETING
BEDDING COMPACTED OF MANHOLETO 957 _ 1
N 1_
CfROUT PIPE/B007 TYPE 'l
�PENING INSIDE MH \� I /z'
Y
.{ / L 2r,
�— 374 =--I I�--
\ �2' 43/q' chi
v
SOLID GROUT \ ALTERNATE
SHELF & INVERT
4j/g' � r-a/2 SECTION B-B
Z-9'r4' \
SECTION A —A I
SECTION A \��rrPE ,;,� ENCAPSULATED STEEL STEP
SANITARY SEWER MANHOLE DETAILS MANHOLE FRAME AND COVER ors
NTS
NTS
r
i
I
i
PAVEMENT SHALL BE SAWN TO PROVIDE - OPEN END _ /1
A CLEAN EDGE. SCORED JOINT WITH °
BITUMINOUS JOINT SEALANT. (TYPICAL) SAWED PAVEMENT CUTS. NON SHRINKING OPEN END
CONCRETE PATCH REPLACE WITH 2"SURFACE GROUT CLEANOUT
COURSE. (TYPICAL)3000 P.S.I. PATCH SHALL BE 7",3000 P.S.I. NON SHRINKING CLEANOUT
12" CONCRETE OR 7"81NDER COURSE GROUT
EXISTING PAVEMENT 7"MIN• TYP. EXISTING PAVEMENT SERVICE LINE TEE TEE
-� 3"PAIN. ° I— —T'—-n ITi
6" MIN.
9'-0" 9'-0" ° ° ° ° _ _ MANHOLE WALL
_ 1TI-T-Tr7i )n 7F�I,I �I-i - 7=LT�1- 6" STEEL s)RaP
III - II � L- STEEL STRAP 6" (TYPICAL)
4°REMOVABLE THREADED PLUG "'-'' -III H--FSTONE DO NOT DISTURB I2"= l2" EXISTIN(TYPICAL)
G STONE
4' MINIMUM -III 1= - o DO NOT DISTURB
2'SQ.X 4"THICK COVER T T'_ -� I " EXISTING STONE DOWNSPOUT
- SANITARY SEWER CONCRETE SLAB III I= �1 C g DOWNSPOUT STRAPS 3' M.AXIII MAXIPS MUMS
SHALL BE GRANULAR MATERIAL OR FLOWABLE
STORM DRAIN -II (� FILL TO PREVENT SETTLEMENT III: 1" WIDTH 1/8"
0JOINT OF J OR WATER LINE FINISH GRADE -11 III- (UNSUITABLE MATERIAL SHALL BE REPLACED) =III =
DUCT/LE NON -CORROSIVE
IRON PIPE =III I I =III Ilk
PIPE IC L PIPE 1� MANHOLE WALL 6 6" STEEL STRAP
1I= I I
-1n Ii1=ITi=1T'iTi=ii - 90' BEND
ATTACHED WITH
=Tl� -I� ANCHOR BOLTS
I� 14=1�1=Mi=111�T III: TO THE MANHOLE
PLANPIPE DIA. PIPE DIA. 90' BEND WALL
4" PIPE + l8" + l8"
ASPHALT PAVEMENT CONCRETE PAVEMENT -- 5 INVERT SHELF
/NVEPT SHELF MINE
SANITARY SEWER
WYE NOTES:
`y I. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT IS MADE.
IF CONDITIONS E NOT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN TIME LIMI7,PERMISSION TO MAKE A TEMPORARY
z REPAIR MUST BE OBTAINED FROM THE TOWN ENGINEER. • a `
STORM DRA/ 2.CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT
OR WATER LINE _� PLANTS ARE NOT OPERATING.
PROFILE 3.IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 95Z MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE MANHOLE BOTTOM MANHOLE BOTTOM
PLUG AT END OF LINE RESPONSIBLE FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL NOTES:
GEOTECHNICAL ENGINEER.
NOTE: USE DUCTILE IRON PIPE WITH LESS THAN 1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 20 INCHES.
F-6"CLEARANCE OF PIPE CROSSING AND NOTE: 4.8ACKFILL WITH A HIGH CLAY CONTENT.HIGH SHRINK -SWELL POTENTIAL.OR HIGH MOISTURE CONTENT THAT CANNOT MEET
WHENEVER PROPOSED SANITARY SEWER LINE COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL.
CROSSES OVER A WATER OR STORM DRAIN LINE. LUSE BRASS CAP FOR PAVED AREAS. 5.ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. 2. DROPS TO BE CONSTRUCTED OF D.I.P. PIPE.
WATER AND SEWER LINE RELATIONSHIP SHALL 3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION OR ITS JOINT.
BE IN ACCORDANCE WITH TEN STATES STANDARDS.
4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS.
PIPE CROSSING CLEANOUT DETAIL TYPICAL TRENCH AND PAVEMENT REPAIR SECTIONS
SANITARY SEWER INSIDE DROP MANHOLE
NTS NTS NTS
NTS
d= 4' UNLESS NOTED OTHERWISE 1.5" TYPE S9.5B ASPHALT
REFER TO PLANS FOR SIDEWALK WIDTH SURFACE COURSE
25" TYPE I19.OB ASPHALT
��� ��INTERMEDIATE COURSE 6t6xw23tw2 WOVEN
COMPACTED SO1L� VARIES WIRE FABRIC SHEETS
NME SEE PLANS. 3'
INSTALL %p' EXPANSION JOINTS 30' OC AND WHERE WALK ABUTS
BUILDING WALKS OR OTHER STRUCTURES.
SCORE WALK TO A DEPTH OF d/4 AT 60/C OR THE WIDTH OF o a
WALK IF UNDER 10'WIDE. 9" AGGREGRATE —
COMPACTED BASE COURSE (ABC) \ \ \
►► SUBGRADE /��//��//,//�� ��
4 CONCRETE WALK DETAIL COMPACTED ABC
NTS COMPACTED SUBGRADE
TYPICAL HEAVY DUTY TYPICAL PAVEMENT
ASPHALT PAVEMENT SECTION SECTION
%p' RAO. s' r-e NTS
3'R4D. �8•RAO 6'CONCRETE PAVEMENT NOTES:
to rO 02 02 to A2 A2
ro 1. REINFORCED CONCRETE PAVEMENT SHALL CONSIST OF 6' OF CONCRETE ON 6' OF ABC STONE. THE REINFORCING
tD "" � � tO D2 r` 2" TYPE S95B ASPHALT SHALL BE 6x6xW2.9xW29 WOVEN WIRE FABRIC SHEETS SET 3FROM BOTTOM OF CONCRETE.
COMPACTED SUBGRADE SURFACE COURSE ?-TRANSVERSE CONTRACTION JOINTS SHALL BE FORMED BY SAWING WITH APPROVED EQUIPMENT, PLACED AT 20'
INTERVALS OR MIDWAY THROUGH THE SEGMENT OF PAVEMENT 1F LESS THAN 40'IN LENGTH.
GENERAL CURB AND GUTTER NOTES: VARIES 3.CONTRACTION JOINTS SHALL BE ya'+/- %6•W/DE BY I%2'DEEP.FILL WITH %z'BACKER ROD AND JOINT
LCONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.N0.846DSEE PLANS. SEALER.1OR SIMILAR TO THE EXITING r
CROSS SECTION IN THE FIELD. 4.EXPANSION JOINTS WILL BE AT 80'INTERVALS AND WHERE PAVEMENT JOINTS ANY RIGID STRUCTURE. USE Ar
?-CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALSEXCEPT THAT A IFSPACING MAY BE USED WHEN A MACHINE LONG I' DOWELS AT 0CENTERS. APPLY SLEEVE ON ONE END TO PREVENT BONDING.
IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES 6TT AGGREGRATE
AT ra INrERva(s. BASE COURSE (ABC)
COMPACTED CfaPtovad $tormrdanc withPermit a ocum nts
3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES FORMS OR BY OTHER APPROVED METHODS. WHERE ►► ConsL octon in O slorm accordance with chase documents Is
SUCH JOINTS ARE NOT FORMED BY TEMPLATES MINIMUM DEPTH OF N/z'SHALL BE OBTAINED. SUBGRADE 6 REINF . CONCRETE 1ul °q cd v!t ioestor permit Northstem Carolina
PAVEMENT SECTION r=p gatmastim,cortisystemdatywith
4.ALL EXPANSION AND CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER TO MATCH CONCRETE COLOR. Ilan .i o Innr construction, ndc certify conformity wail) with the
TYPICAL ASPHALT PAVEMENT )' I3I5AN,� compliance will)
5.EXPANS/ON JOINTS SHALL BE SPACED AT 90'INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. JOINTS TO BE %p'WIDE seort:rvatel rules (15A NCAC 2H .1008(j))
NTS Ae m; t', DB Lim Date /O / ZOD2i
WITH /8'RAD. ON JOINTED SURFACES. SECTION FOR PARKING AREA Cy* NC Division of Watery Quality
Sri
Revision Dateo�`-��"�
TYPICAL CURB AND GUTTER NTS
NTS
2008 SfL+a Architects, PA. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Architectural Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other parry for other projects, additions to this project, or for completion of this project except by agreement in writing.
-11- "
rENGINEERS
�� PLANNERS
OIQ
�'���� ECONOMISTS
WilburSi ith
A S S O C I A T E S
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax: [phone]
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Project #:
00512.000
Drawn By:
THB
Checked By:
MAD
Issue Date:
09/29/08
Revisions:
C461

4• MULCH IPD✓ESTRAW)
FOREBAY
EARTHEN BERM GRASS SOD
/ELEV. FTSEE PLANCLASS 8i CLEANOUT WITH
RIP RAP CAP (TYPO
3' MULCH
12' MIN.
NIK,
2 e6'L SAND
8%_FINE$
4% ORGANIC _
8' "57
BIORETENTION
DROP � INLET
SEE PLAN FOR
TOP ELEV.
12' NORMAL 'Y
POOL DEPTH ..CS
FILTER
FABRIC
- MEDIA TO HAVE
PHOSPHORUS INDEX
4°wA$11ED BETWEEN 10 AND 30
SaND
PLUG END
OF WYE (TYP.)
4' PERFORATED SDR 35 PIPE
IN FABRIC SOCK
(SEE PLANS FOR LOCATIONS)
OUTLET PIPE
SEE PLANS
NOTES:
I. USE CLEAN COMPACTED FILL MATERIAL FOR EARTH BERM, STABILIZE IMMEDIATELY WITH BERMUDA GRASS SOD.
2. SEE PLANS FOR SIZING OF OUTLET PIPE.
3. SEE PLANS FOR FOREBAY AND BIORETENTION DIMENSIONS.
4. UNDERDRAIN PIPE SHALL HAVE MINIMUM OF 4 ROWS OF PERFORATIONS AROUND THE DIAMETER OF
THE PIPE AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR THE
ENTIRE LENGTH OF THE UNDERDRAIN PIPE. PERFORATIONS SHALL BE 3/8-I14CH IN DIAMETER.
5. MULCH WITH DOUBLE SHREDDED HARDWOOD.
6. PROVIDE PLANT MATERIAL CONFORMING TO THE STANDARDS OF THE CURRENT EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK. ALL PLANTS SHALL HAVE NORMAL DEVELOPMENT AND FREE OF DEFECTS.
DISEASES AND INSECT PESTS. ALL PLANT MATERIAL SHALL BE TAGGED FOR IDENTIFICATION. PLANT IN FALL
OR WINTER, IF IN SPRING OR SUMMER PROVIDE WATERING SCHEDULE TO OWNER.
7. SEE PLANTING LIST AND DETAILS ON THIS SHEET.
8. ALL SIDE SLOPES OF THE BIORETENTION SHALL BE SODDED WITH BERMUDA GRASS.
TYPICAL BIORETENTION SECTION
NTS
GRADE
0
= ALL POST/RAILS I5 GA
THERM.FUSED
0 TRUSS
2500 PSI CONC.
3' O.D. CORNER OR TERMINAL POST
TOP RAIL '
15/' O.D. PIPE
NE POST
2° O.D. PIPE
NOTES. k-AA-1
I. THE GROUNDING SHALL BE ACCOMPLISHED BY USING A 8' MINIMUM
DIAMETER COPPER CLAD ROD EIGHT FEET /N LENGTH, DRIVEN INTO
THE GROUND 7'-10".THE COPPER ROD SHALL BE SO LOCATED AND DRIVEN
THAT IT SHALL BE AGAINST THE FENCE IN ITS FINAL POSITION.THE
ROD SHALL BE TIGHTLY FASTENED WITH •5 COPPER CONDUCTOR
20 (TYP.) T
P
TO THE WOVEN WIRE OF THE CHAIN LINK FENCE. DIMENSIONS:
2. GROUNDING ROD IS REQUIRED FOR EACH 500 LINEAR FEET OR "A' 12' AT LINE POSTS
'A�
FRACTION THEREOF OF FENCE. SECTIONS OF FENCE, REGARDLESS l4" AT TERMINAL POSTS
,A
OF LENGTH, ISOLATED BY GATES, GAPS AT SPLICES, OR PLASTIC IB" AT GATE POSTS
"B" 36" AT LINE POSTS
CONNECTORS, SHALL BE GROUNDED INDEPENDENTLY. "B" 36"AT TERMINAL POSTS
GROUND RODS SHALL BE INCLUDED /N THE COST OF FENCE. =B. 36" AT GATE POSTS
CHAINLINK FENCE
AITS
FILL WITH CONCRETE
TO TOP AND
CROWN. PAINT.
I00 DIAMETER STEEL POST
FINISHES: ALL SURFACES TO BE
HOT DIPPED GALVANIZED,AND
SHOP PRIMED AND PAINTED
PAVING WITH TWO COATS IND. ENAMEL
"SAFETY YELLOW"
COMPACTED SUBGRADE
TAR COATING ON EXT. SURFACES OF
POST IN CONTACT WITH CEMENT
'v 3000 PSI CONCRETE FOOTING
STEEL BOLLARD DETAIL
NTS
sfL+a
ARCHITECTS
F,> efteviR:& °,#k"
•i'11t 111�Sp Ar
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KNRR PLAN ERRS
L=Nm a
WilburSmith
A 8 6 0 C I A T E 6
421 Fayetteville Street
Suite 1303
Raleigh, N.C. 27601
Phone: [phone]
Fax: [phone]
/
LK
TEMPORARY GRAVEL
EXISTINf, SUaSWL —'
PREPAID BACKFILL
(TO CONSIST OF 1/3 PEAT MOSS.
6. 3 6� REMOVE BURLAP
.;':.t 6'�:'.y'(_' R00 BA�LLI/30F 3 AV
FG
CONSTRUCTION ENTRANCE/EXIT
1/3 SAND. 1/3 ORGANIC TOPSOIL)
RC
NTS
SHRUB
PLANTING DETAIL
NO SCALE
O
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�/ /
CD
PLANT LIST
KEY QUANTITY BOTANICAL NAME COMMON NAME
SIZE REMARKS
Z
QLK
7 KALMIA ANGUSTIFOLIA LAMSKILL KALMIA
3 GAL.
U-11
C—:>
RC
15
ROSA CAROLINA
CAROLINA ROSE
3 GAL.
r
AV
11
VIBURNUM DENTATUM
ARROWWOOD VIBURNUM
3 GAL.
O
EP
IO
ECHINACEA PURPUREA
CONEFLOWER
IGAL.
Z
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ML
L
All
Z
p
DL
9
HEMEROCALLIS SPP.
DAYLILY
IGAL
FG
16
PENNISETUM SPP.
FOUNTAIN GRASS
I GAL.
Cn
O
GRASS
NOTE: SHREDDED MULCH IN PLANTED AREA
_
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U
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Q
0
BIORETENTION PLANTING SCHEDULE
NTS
Approved Stormwater Permit Documents
COnSIFuCtiOn in accordance with these documents is
required by the stormwater permit North Carolina
rules require that the storrowater system designer
Inspect during construction. certify conformity with the
plans and specs', and certify compliance with the
Stormwater rules ( 15A NCAC 2H .1008 (j) )
Perrrn—nyil #�-�O' O z_ Date/�q i//
Sheet f NC Division of Water Quality
Sheet # Cam, Z_ Revision Date--�qp
Project #:
00512.000
Drawn By:
THE;
Checked By:
MAD
Issue Date:
09/29/08
Revisions:
C42-
4VVD are+a AvcmEeas, rq MI l gnts Keserveo. urexangs, bpecniwtions ana the design are and shah remain the property of this Architectural Firm, whether the project for which they are prepares is executed or not, unless superseded by contractual agreement The Drawings and 5pecificadons shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.