SW7080930_APPROVED PLANS_20081121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW j�1(��1</
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
©
EX. IRON PIPE
o
EX. CONIC. MON.
®
EX. R/W MONUMENT
®
EX. IRON ROD
O
CALCULATED POINT
0
EX. PK NAIL
> x
EX. LIGHT POLE
CTL
EX. UTILITY POLE
EX. FIRE HYDRANT
EX. WATER VALVE
FO
PROPOSED D.I.
PROPOSED STORM PIPE
PROPOSED RIP —RAP
— —
PROPOSED SWALE
FILE: P07093—base
LE: 1 on 20'
*N/as . rwco
ana rya rx OS. Is, rw M. L25-6
1e1.15 EOA6P
1
IOI HELM CIT.
M,448 sgft. I I \ I y 1
2.421 acres
.I
jjjf I i
KIM YOU DIG I
CALL TOLL FREE
f-800-632-4949
NORTH CAROLINA
ONE CALL
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, NIT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERiFYINB ALL LEVELS, LOCATIONS, TYPES,
AND DWENSIONS OF THE EXISTING UTILITIES
PRW TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WOW SMALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
ACCESSIBLE" SIGN
SIGN: R7-8 OR R7—BA
RESERVED GREEN — BORDER AND LEGEND
PARKING VMITE — BACKGROUND
BLUE — IN ACCORDANCE W/
ADA STANDARDS
MAXIM
PENALTY SIGN: R7-8D
R —. GREEN — BORDER AND LEGEND
WHITE — BACKGROUND
2"x2" STEEL TUBE
EXTEND INTO CONCRETE
FILLED PIPE 2'-0"
us
m 6" DIAMETER STD. STL. PIPE
0 FILLED WITH CONCRETE
RADIUS CONC. TOP
2500 PSI CONCRETE
�01 F jzvj� 11 =AA
Ex99TINB SKALE
16.
J
. . .♦
. �.I
.1
.I
. 102 HELEN GT.
I 80,267 sq.ft.
. . ' 1,843 acres
. /
. .
/ F
. /
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
3 PIECES REINFORCED RUBBER HOSE AROUND THE TREE
4" MULCH. DO NOT LEAVE SOIL 3-2x2x3' TREATED STAKE
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE HOLE DIAMETER FOR BALL SHALL BE
OR WIRE FROM ROOT BALL. TWICE BALL DIAMETER
SOIL BACKFILL
BALLS EATER THAN 2' DIA..`
SHALL T ON MOUND OF UN—
DISTURBED S01L. TO PREVENT I �! �f;�'���. I# _ �Y""� •,�,;
SETTLINGTREE PIANTING
i f CCJJ/ /i/f i
/f C�J tOjTI C K
' ff/fff//frf/f,
ff ff ff ff iJ iJ f f ff l J,
'ALB M RLE� / r
MN,
��il�■�i�Ii �rnno / J / f fiir�fil��i Sri
ViC 4ffY M" (Town/City)
N.T.S.
ITES:
PROPERTY OWNER / APPLICANT: PLEDGER PALACE CHILD DEVELOPMENT
AND EDUCATION CENTER, INC
PO BOX 299
JARVISBURG, NC 27947
PROPERTY IDENTIFICATION: PIN # 0132-000-101 B-0000
RECORDED REFERENCE: D.B. 924, PG. 124
ZONE: GB
PROPOSED USE: DAYCARE CENTER
PARCEL AREA: 68,013 sq.ft. — 1.56 acres
LOT COVERAGE:
PROPOSED: 30,468 sq.ft. — 44.80% sq.ft.
TOTAL ALLOWED — 65% (44,208 sq.ft.)
SETBACKS: REQUIRED PROVIDED
FRONT: 20' 85.0,
SIDE (EAST): 15' 50.0'
SIDE (WEST): 15' 62.2'
REAR: 25' 42.6'
PARKING REQUIREMENTS: ONE SPACE PER EMPLOYEE AND ONE SPACE
PER 5 STUDENTS
REQUIRED: 12 EMPLOYEES + 100 STUDENTS/5 = 32 SPACES
PROVIDED: 32 spaces
ADA SPACES REQUIRED: 2 spaces
ADA SPACES PROVIDED: 2 spaces
BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON
A SURVEY BY COASTAL ENGINEERING. ALL ELEVATIONS REFERENCE NGVD
29 DATUM UNLESS OTHERNASE NOTED.
FLOOD ZONE: "X" PER FEMA PANEL # 37209846001, EFFECTIVE DATE:
12-16-2005 (SUBJECT TO CHANGE BY F.E.M.A.)
PROJECT SCOPE:THIS PLAN PROPOSES THE CONSTRUCTION OF A 12,200
sq.ft. VATH ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC
IMPROVEMENTS.
ALL UTILITIES SERVING THIS SITE WALL BE PLACED UNDERGROUND.
THERE IS AN EXISTING 10 FOOT DRAINAGE AND UTILITY EASEMENT ON ALL
SIDE AND REAR PROPERTY LINES AND A 15 FOOT DRAINAGE AND UTILITY
EASEMENT ALONG THE FRONT PROPERTY LINE.
STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WALL BE COLLECTED IN A
DISCRETE CULVERT SYSTEM AND CONVEYED TO A PROPOSED INFILTRATION
BASIN LOCATED NEAR THE EAST CORNER OF THE PROPERTY.
THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT
IMPROVEMENTS ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF
SEDIMENT CONTROL MEASURES, WASTEWATER SYSTEM, BUM_OING DESIGN,
ETC, SEE APPROPRIATE SEPARATE PLANS.
APP¢OVED
nogTl-1 CAROLINA FNVIRONM ME
I 1 -MENT COMMISSION
WATER QUALITY
p:VISiONIOF2 20L� /
S:ormwacer Permit No._._--�"'�
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
zZ
$
zw
n
t1
■
a
i
r m
g
ENE
Zv1
s9Y
...IVµ
w_
rn
Q
a
d E
m I o
0 PO4
CD a
,'/g
W
WZ
1".1
pp{
z cr
,,.
Za
W W
P A.
4�v O
Jt0
Q _ r� r
•= Q
i
00ItW9SB10N NO.
P07093
DESIGNED 9Y
DAD
DRAW 9Y
JMH DAD
CHEM IVY
DAD
ISSUE DA1€
09 08 08
SHEET NO.
C1
d�
©zI

.LEGEND
EDEXISTING ASPHALT PAVEMENT
JPROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
O EX. IRON PIPE
o EX. CONC. MON.
B EX. R/W MONUMENT
e0 EX IRON ROD
• CALCULATED POINT
0 EX. PK NAIL
tT EX. LIGHT POLE
`70� EX. UTILITY POLE
EX. FIRE HYDRANT
EX. WATER VALVE /
PROPOSED D.I.
® PROPOSED STORM MANHOLE
m PROPOSED STORM PIPE
PROPOSED RIP -RAP
- - PROPOSED SWALE /
PROPOSED FIRE HYDRANT
PROPOSED SANITARY SE7R MANHOLE
- - -r2- EXISTING CONTOUR
-42.0- PROPOSED CONTOUR
o°
+`2 EXISTING SPOT GRADE }}
PROPOSED SPOT GRADE I
4S= PROPOSED FLOW ARROW
DRAINAGE DIV1D
J
I
S5;DS40'E
69.05'. \\
iYN:L979Yo
SWALE TO BE SEEDED ESTABLISH NEW SWALE INVENT
IN GENERAL
SEEDING
WITH /
GENENAL TIONS
SPEGFTCATIONS
I EXISTING GRADE
3 1
roP /.wres i. rw co
TYPICAL SWALE D
D.B. 174 745- /25
N.T.S.
\ S5O'O54D•E 38.0 V
cavnaat
181.15' G[3Rl>FR
� TOP OF BERM O 10.8'
8' C.D.
INV O 8.2'
12,200 S.F. BLDG.
MF
SLAB ON GRADE
FINISH FLOOR
na qY, A1z. 123
I
ELEV. 1012.5
6' SCH 40 PVC
g0
8' CA.
0 6' SCH 40 PVC
INV O 7.4'
\ a +
COVERED DROP
�---T'-----
'000
---3'a
OIF AREA
ORAWHNO FB.E: P07083-bass
PLOT SCALE: 1"= 20'
Ar� \
W SCH-40 PVC
80 LF O 1.4R
6' SCH 40 T
6:1
TOP s 11.2' \
�INV. 8.5'
--_---------- -r-
12 f'- --"-'--� MKZSTTT4& STY LINE *W.E
r
low. -malli-
PROPOSEDT
DRAINAGE DIVIDE
CD J I
101 HELEN CT.
105,445 sq.ft.
2.421 acres �I
I I
I
1 i
SEED INFILTRA71O N BASIN
AS PER THE GENERAL
SEEDING SPECIFICATION
\\ RCROSS
ON,j(�jj
M.T.S.
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
YINEN THE DEPTH REAN%IES:
7.5'
a.
a.
a
N.T.S.
NOTES-
1.
PROPERTY OWNER / APPLICANT: PLEDGER PALACE CHILD DEVELOPMENT
AND EDUCATION CENTER, INC
PO BOX 299
JARVISBURG, NC 27947
2.
PROPERTY IDENTIFICATION: PIN If 0132-000-101 B-OOGO
3.
RECORDED REFERENCE: D.B. 924, PG. 124
4.
ZONE: GB
_ 5.
PROPOSED USE: DAYCARE CENTER
6.
PARCEL AREA: 68,013 sq.ft. - 1.56 acres
7.
LOT COVERAGE:
PROPOSED: 30,468 sq.ft. - 44.80%
TOP OF BERM
ELEVATION O 11.4' PARKING LOT
TOTAL ALLOWED - 65% (44,208 sq.ft.)
8.
BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON
4
A SURVEY BY COASTAL ENGINEERING. ALL ELEVATIONS REFERENCE NGVD
„
29 DATUM UNLESS OTHERWISE NOTED.
9.
FLOOD ZONE: "X" PER FEMA PANEL # 3720984600J, EFFECTIVE DATE:
y
12-16-2005 (SUBJECT TO CHANGE BY F.E.M.A.)
II
10.
'
THERE IS AN EXISTING 10 FOOT DRAINAGE AND UTILITY EASEMENT ON ALL
t
14
SIDE AND REAR PROPERTY LINES AND A 15 FOOT DRAINAGE AND UTILITY
EASEMENT ALONG THE FRONT PROPERTY LINE.
iiJ
11.
ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF
PAVEMENT ELEVATION UNLESS OTHERWISE NOTED. SPOT ELEVATIONS
IDENTIFIED AS "INV' INDICATE SWALE OR PIPE INVERT ELEVATIONS.
12.
AN NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR
THIS SITE.
13.
STORMWATER MANAGEMENT TABULATIONS:
DRAINAGE AREA - 37,613 sq.ft.
STORAGE REQUIRED (1.0" OF RUNOFF)
IMPERVIOUS = 29171 sq.ft. 0 c=0.9 x 1 0" = 2,431 cf
PERVIOUS = 8,442 sq.ft. ® c=0.3 x 1 0" = 211 cf
TOTAL REQUIRED = 2,642 cf
TOTAL TEMPORARY STORAGE PROVIDED = 12,033 cf
*TEMPORARY STORAGE AVAILABLE IS EQUIVALENT TO RUNOFF ANTICIPATED
FROM 4.55 INCHES OF RAINFALL WITHIN THE DRAINAGE AREA.
14.
THERE ARE NOT WETLANDS LOCATED ON SITE.
15.
THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF GRADING &
DRAINAGE IMPROVEMENTS ONLY. FOR SITE LAYOUT, INSTALLATION OF
PLASTIC GRADUATED GRADE STICK ATTACHED TO SEDIMENT CONTROL MEASURES, WASTEWATER SYSTEM, BUILDING DESIGN,
PRESSURE TREATED POST x1TH STAINLESS STEEL ETC, SEE APPROPRIATE SEPARATE PLANS.
THREADED FASTENERS - ELEVATIONS SHOWN ON
GRADE STICK SHALL BE BASED ON TRUE
ELEVATIONS FROM MEAN SEA LEVEL.
8.5
-1II4II-
GRAVEL OR COMPACTED
SAND BACKFILL �
NTS
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, ALIT THE ACCURACY IS HOT
f1a/ARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYMIG ALL LEVELS, LOCATIONS, TYPES,
AND DMENUM OF THE ExLSTMiG UTILLTLES
PRIOR TO CONSTRUCTION. W A DISCREPANCY
IS FOL Mi, WORK SHALL CEASE AND THE ENSWER
HOMED. WORK MAY CONTINUE UPON ENGINEERS
HOTMrE TO PROCEED.
CAP TRENCH VITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
HDPe CPP PIPE
(-_ORRUGATED
PERFORATED
PIPE)
6'
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
L inch = 20 It.
•
Z
Z �
>
ra
qh
1^1
V
N20
Z V1
3
In
v
CS
T1
w0
P
zz
E
w UJ
Q rp
LT1
U lJJ-
1J
w
p
°OcI/y
yam'(
�7
NO.
P07093
BY
DAD
DRAVIIN BY
JMH DAD
CHEM BY
DAD
ISSUE BALE
09 0�/08
SHEET NO.

LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED TURFSTONE PAVERS
PROPOSED GRAVEL
O EX. IRON PIPE
17 EX. CONC. MON.
i
0
EX. R W MONUMENT
O EX. IRON ROD \ 1
9 CALCULATED POINT
0 EX. PK NAIL
c EX. LIGHT POLE
ma EX. UTILITY POLE
EX. FIRE HYDRANT
EX. WATER VALVE
0 PROPOSED D.I.
PROPOSED STORM PIPE
PROPOSED RIP -RAP /
— .. — PROPOSED SWALE
- - -/o- - - EXISTING CONTOUR
—9.9— PROPOSED CONTOUR
I
1- PROPOSED SILT FENCE
w
f PROPOSED INLET PROIEC ro
f
up me as Is PROPOSED LIMITS OF DIS ANCE
1
I
I
N`F
1.l co
NNAl9 D. 111, L . L2.5 J
DH. lYl, A5. I2S
1
I
8" SCH 40 ROOD q}P DRAIN OUTLET:
4' LONG, 5' N1DE AP APRON
2'-4' ANGULAR S 8" THICK
24' I4DPE CPP OUTLET PIPE:
10' LONG, 12' WIDE RIP -RAP APRON
3"-7' ANGULAR STONE, 10' THICK
PQ7063-be"
I rs 20*
mewls
SOIL EROSION AND SEDIMENTATION CONTROL MAINTENANCE PLAN
0 PON INSTALLATION, ALL EROSION CONTROL BMP'S SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING SOIL EROSION AND SEDIMENT /
CONTROL MAINTENANCE MEASURES:
I. THE SOIL EROSION AND SEDIMENTATION CONTROL PLAN REQUIRES THAT ALL EROSION & SEDIMENTATION CONTROL PRACTICES BE INSPECTED
WEEKLY AND AFTER HEAVY RAINFALL PRODUCING EVENTS WITH ANY NEEDED REPAIRS BEING MADE IMMEDIATELY. FURTHERMORE THE PLAN
REQUIRES THAT IF ANY WIND OR STORMWATER RUNOFF EROSION DEVELOPS DURING THE CONSTRUCTION OF THE PROJECT, ADDITIONAL EROSION
AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO ADDRESS THE PROBLEM AREA.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL TWO INCHES
/ OF 2"-3" WASHED STONE TO MAINTAIN 6" MINIMAL DEPTH.
/ 3. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN DAYS OF LAND DISTURBING ACTIVITIES. IF SAID LAND
DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT SEEDING DATES APR. I-SEP. 30 THEN TEMPORARY VEGETATION SEEDING
/ ( )
SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD AT WHICH TIME PERMANENT
VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS. PERMANENT AND TEMPORARY
SEEDING SPECIFICATIONS ARE LOCATED ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. T
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS LOCATED ON THE SOIL
\ EROSION AND SEDIMENT CONTROL PLAN.
S5oM34 '— 5. SEDIMENT WILL BE REMOVED FROM BEITINID THE SEDIMENT FENCE WHEN I'F BECOMES HALF FILLED. 'THE SEDIMENT' FENCE WILL BE REPAIRED AS
69.05' \ \ NECESSARY TO PREVENT ERODED SEDIMENT FROM LEAVING THE SITE. STAKE SPACING WILL BE 6 FEET MAX. WI'THOIITTHE USE OF WIRE
BACKING. STAKE SPACING WILL BE 8 FEET MAX. WITH THE USE OF WIRE BACKING.
•wn�+w
6. SEDIMEN I SHALL BL REMOVED FROM ALL DROP INLET PROTECTION AND RESTORED TO ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
\ ACCUMULATED TO HALF OF THE DESIGN DEPTH OF THE INLET PROTECTION.
1 1\
\ \ \ 7. UPON FULL STABILIZATION OF THE SITE, ALL ACCUMULATED SEDIMENT COLLECTED IN THE STORM SEWER SYSTEM SHALL BE REMOVED. THE
< \ \ STORMWATER INFILTRATION BASIN SHALL BE CLEANED OF ALI, ACCUMULATED SEDIMENT AND RESTORED TO DESIGN SPECIFICATIONS.
\ o \
SOIL
�;rIQK & SEDCOMU P. I� O
IQ��
1.
PROPERTY OWNER / APPLICANT: PLEDGER PALACE CHILD DEVELOPMENT
1. SOIL
EROSION & SEDIMENT CONTROL PLAN NOTES;
AND EDUCATION CENTER, INC
a.)
AREA TO BE DISTURBED: t 64,861 sq.ft. - t 1.49 ac.
PO BOX 299
b.)
ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN DAYS OF LAND
JARVISBURG, NC 27947
DISTURBING ACTIVITIES. IF SAID LAND DISTURBING ACTIVITIES OCCUR
S $ OUTSIDE THE
2.
PROPERTY IDENTIFICA770N: PIN # 0132-000-101 8-0000
PERMANENT SEEDING DATES (APR. 1-SEE'. 30) THEN TEMPORARY VEGETATION SEEDING
SPECIFICATIONS SMALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE
3.
RECORDED REFERENCE: D.B. 924, PG. 124
PERMANENT SEEDING PERIOD AT WHICH TIME PERMANENT SEED E VEGETATION SHALL BE
ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS.
4.
ZONE: GB
(SEE PERM. & TEMP. SEEDING SPECS ON THIS SHEET).
c.)
IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME
5.
PROPOSED USE: DAYCARE CENTER
OF CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL_
_ 6.
PARCEL AREA: 68,013 sq.ft. — 1.56 acres
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET
7.
LOT COVERAGE:
— d.)
SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND
PROPOSED: 30,468 sq.ft. — 44.80% sq.ft.
REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
e.)
CONSTRUCTION SCHEDULE:
TOTAL ALLOWED - 65% 44,208 sq.ft.)
( q• t•)
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
8.
BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THIS PLAN ARE BASED ON
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
A SURVEY BY COASTAL ENGINEERING.
3 HOLD PRECONSTRUCTION CONFERENCE (OWNER, ( R, CONTRACTOR, ENGINEER, AND
APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF
9•
FLOOD ZONE: "X" PER FEMA PANEL III 3720984600J, EFFECTIVE DATE:
CONSTRUCTION ACTIVITIES.
12-16-2005 (SUBJECT TO CHANGE BY F.E.M.A.)
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUS84NG PROCEDURES.
10.
STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A
6) GRADE SITE ACCORDING TO PLAN / INSTALL INFILTRATION BASIN TO GRADE.
SWALE/CULVERT SYSTEM AND CONVEYED TO A PROPOSED INFILTRATION
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
BASIN LOCATED ON THE SIDE OF THE PROPERTY.
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
8) ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF STORMWATER
11.
THIS PLAN SWEET TO BE UTILIZED FOR THE INSTALLATION OF
BASIN. CLEAN BASIN TO ESTABLISH FINAL GRADE, STABILIZE SIDE SLOPES.
SEDIMENTATION AND EROSION CONTROLS ONLY. FOR GRADING &
DRAINAGE, SITE LAYOUT, WASTEWATER SYSTEM, BUILDING DESIGN,
ETC, SEE APPROPRIATE SEPARATE PLANS.
"�\ \ \ PERMANENT VEGETATION TEMPORARY VEGETATION
/X \ \y 1 SEEDING DATES: APRIL 1- SEPT 30 ISEEDING DATES: OCT. 1 - MARCH 31
\ \ /\ SEW MIXTURE APPLICATION RATES/ACRE $m MIX i JRE APPLICATION RATES/ACRE
\ \ X \ \ \ \ BAHIA 30 LBS. RYE GRAIN 175 Les.
f�MOUI LEDE)RMUDA 50 LBS.
CERMAN MIL4ETT 15 LHS. 10-10-10 O 750 LB/ACRE
FESCUE 20 IRS.
MULCH
\ FERTILIZER
APPLY 4,000 IS. STRAW. ANCHOR STRAW BY TACKING MATH ASPHALT,
` f b. \ \ \ \ \ \ \ \\ 10-10-10 O 500 LB/ACRE NETTING OR A MULCH ANCHORING TOOL. A DISK NTH BLADES SET NEARLY
\ \ \ \ \ STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
PLAY31R U D \\
A E
10 8 4 q ft.
\ /
1�--------?a
ti
/ I II
I I i
n ' STORMWATER
h�lFILTRATION
3 0 BASIN 0
i / I
70
B
1 9
THE DATA GIVEN ON TNIESE PLANS IS BEUEVED
TO BE ACCURATE, OUT THE ACCURACY IS NOT
GUARANTEED. THE LYRITRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATN#{$, TYPES,
AND O NSKINS Of THE EXISTING UMJM
PRIOR TO CONSTRUCTKW. IF A DISCROANCY
IS FOUND, WIOJW SHALL CEASE AND THE ENGWVEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
i
wi�m
BEFORE YOLI DOG I
CALL TOLL FREE
1-4900-632-4948
NORT'N CAROLINA
ONE CALL
PROPOSED
LINTS OF
DISTURBANCE
(TYP.)
\\MULCH
\\APPLY 4' 0 AgIKICR STRAW. AN STRAW
WSKBY TACKINGTH W �T �A�T,
\ \ STRAIONT CAN BE USEO AS A MULCH ANCHORING TOOL.
Vf 1<Y 6I;!w" at It 9
COVERED DROP NOTES:
OFF AREA s ,+'
12' RCP DRIVEWAY WLVERT: \ SEE APPROPRIATE OUTLET DETAIL FOR DIMENSIONS
4' LONG: V NIDE.RIP-RAP. APRON .
sA _ 2--4- ANGULAR STONE.
THICK A Rlter Wankel or titer fabric ahcwid be
,, ,e '•. a.' I+ > # - (TYPICAL)' . installed between the riprap and sor foundation.
01 AM
N.T.S.
CLASS A NCDOT
EROSION CONTROL STONE
W
SYNTHETIC FILTER FABRIC(TYP)
N.T.S
CLASS A NCDOT
EROSION CONTROL STONE
t
COMPACTED FILL TRENCH
( e WIDE x 8" DEEP )
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
�a
ZY
r/
Z W
•tyF
M
w
c�
Z 1/1
M a
°
W
#+
�z
1n W
P
�
C0
d
w �
■a1a
rw�L
VJ
0 z
W
Z�
..gg
W 0
pn1
gF1 �W
o
Z Z
W Lj
a
0
/bo
=
C) W (/110
,
y�o o
,
�J_ �d
X d .yV4a�3 mayy,,W
Cl � tPl t- GK�AN.tOm
n
a
:COMMISSION
r r
r r
r slsa
rr
SHEET N0C 3

21"
n
11 I in
8
SEQI�CAST IRON
2j- in
T I 21}11 ,n � A
2�9II �^I I-� 2�
SECTION OF F
CAST IRON
54, 5, 6&
N.T.S.
6" CONCRETE (4,000 psi)
r-- 6x6 10/10 WIRE MESH
SLOPE TO DRAIN
Q4
G v
-- -. _4 ,IX v x x : x
44
Id
v d a G
Q v v v
:22:1
6" ABC (NCDOT TYPE "A")
i
THOROUGHLY COMPACTED SUBGRADE
CQb[CMTE PAIMMI &STIO
M T.S.
— PROVIDE 6" THICK CONCRETE SLAB —ON —GRADE
REINFORCED WITH 6x6—WI.4xWI.4 W.W.F
— REINFORCING STEEL ASTM, A615, GRADE 60, WELDED
WARE FABRIC ASTM, A185.
— 1-1/2" CLEAR CONCRETE COVER ON ALL
REINFORCING.
4" CONCRETE (3,000 psi, BROOM FINISHED)
r— 6x6 10/10 WIRE MESH
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
2" ASPHALT
6.
(r
6" THICK CONC. GUTTER
PLACED IN CENTERLINE
OF DRIVE AISLE
11-0" ,'—Qa TOP OF ASPHALT
A
cil
SLOPE .02 SLOPE .02 SLOPE
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
3 E D 'D E D D E D D E D
I I I I 1 I 1 1 I 1 I
TFOR "W" = 6'-0" OR LESS
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
"IfE D D E D D E D D E D
I I I 1 1 a I I I I I
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
D = DUMMY JOINT
NOTES:
-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
-AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
-SEE ALSO ARCHITECTURAL PLANS SHEET A1.4
JOINT PATTW
�y TRAFFIC
A \ RATED
JOINT
1/8"t
1/8"t
3/8"t
1/8"t
RADIUS
RADIUS
RADIUS
RADIU
SAWCUT
(PREFORMED
EXPANSION
JOINT MATERIAL
DUMMY
JOINT
dIJiNT AETAtI,
EXPANSION JOINT
��vI
#I AT 2'-0" o/c
48
WIDTH VARIES (SEE S17E PLAN) 112
4" 3,000 PSI CONCRETE 2" SF9.5A ASPHALT
W.W.F. (TYP.) 1—#4 CONT.—jr Aar. STONE
Nsm
COMPACTED SUBGRADE
6' :K� 2—#4 CONT.
1 BOTTOM
CONCRETE SIDEWALKICURB
QAMIYAT=
N.T.S.
PVC SCREW CAP
AND ADAPTER
:°i
�-
DOVMSPOUT -
SEfE F�GHIIECTURAL 3/a" TO DN
DRAVANGS / $MINE (8i LAWN)
DOWNSPOUT (BOOT) CONNECTOR _
SEE ARCHITECTURAL DRAWRIGS Pvc
_ \ Loom
AND SIZE TO SUIT
BRANCH
SIZE ` ` 46' BEND
\ � m LENGTH h SIZE TO SIM
6'-90 ELBOW FLOW
_ FL(i1i
6"_w
COMPACTED
SUBGRADE
.. S CTVRAL�
• .OTNG
d•
DRAIN TO STORMWATER COLLECTION SYSTEM
6" SCH 40 PVC ROOF ELEVATION VIEW
DRAIN COLLECTION LINE
8"x8"x8' SCH 40 PVC WYE
SCH 40 PVC ROOF DRAIN
COLLECTION LINE, SIZE
VARIES SEE SHEET CO2.
__FLOW
CONNECT TO ROOF DRAIN
(SEE ARCHITECTURAL PLANS
FOR CONTINUATION)
Im]
.r' a +► � ��. � _" _.,_ � � . P '
3/16" DIA.
WALL TE,
o 16, CTS.
BRICK LAID V"
1/2" +/- 1/8-
MORTAR JOINTS
"A" BARS
O 12" CT
"A" BARS
O 12" CT
IS
VARIES
FOR MASONRY
FRAME AND GRATED, ANCHOR
O 6" CTS 1�1
B" BARS
0 12" CTS
V BARS
0 12" CTS
a
a
4"
VARIES
FOR CONCRETE
FRAME AND GRATE ANCHOR
O 6" CTS
V BARS
0 12" CTS
a- X. a 9
2 a d
r
W BARS
O 12" CTS
VAUNESI
3/16"
WALL
O 16"
BRICK LAIC
1 /2" +/-
MORTER A
b" BA
0 12"
SON 40 PVC PIPE
UMM AM SW TO SUIT
BOOF ' x-_
MM CLE"UT MUST BE FREEOF
ar as
p J By
.8 .B p
'.B 'R q,,' • L 1020
EQUALOR
PROPOSED
(WRYa t'W. Y.
•t'k-.ED ASPHALT/OONCRETE
AN ELEVS ARE AT TOP OF
FSCREW CAPADAPIER 0' BLOCK OR
25W PI CONCRETE
4 BE `9 OF W.00K
STOW (46" LAYER)
WYE
AND SME TO SUIT
SIZE TO SUIT Y00014CH
.� ., I .Y
® a ,.
FLOW
b
SCH 40 PYC PIPE
LENGTH Am S12E TO SUIT—)
ROOF DRAIN CLEAN —OUT
1ITHIN PAVEMENT
N.T.S.
TRAFFIC REARM MP MET
- REFERENCE NCDOT SPECIFICATION DRAWING 840.35
- ALL REINFORCING MEMBERS TO BE #6 REBAR
- GRATE TO HAVE MAXIMUM 1/2" GRATE OPENING
- REQUIRED VATHIN ALL VEHICULAR TRAVELWAYS AND PARKING
VARIES
VARIES
.
Q
s
U
g
a
�a
-
2
„
v,
Id
'S
C`
(n
Id 2
'-
1�
•�
z
a
•Nz
0
C
y
Z Z
w
w
............
%,`��� •.LPL
U (/50.
• ti
Y (j
Q s Slew g
sog�
I;mi
COWASSION NO.
P07093
DESIGNED BY
DAD
DRAWN BY
JMN DAD
CNECKFD BY
DAD
ISSUE DATE
09/08 08
SHEET NO.
P07093—boon
1.=