SW6110603_APPROVED PLANS_20110802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�p��D�D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
,�4��Q�2i
YYYYMMDD

IPINF
/
I
GRASS
N /F /
CUMBERLAND COUNTY HOSPITAL
PIN: 0407-98-0597 /
DB. 4701, PG. 400 %
ZONE:
C7P
2
SANITARY
- EASEME
^ I / DB. 64
1 y
ioW Q
p U /
V6 ��
2
r
t
/
GRASS
IPINF 7"
8 C qY SQUARE
SA MN \
RIM=223.29
INV IN=218.09
INV OUT=217.99
CAUTION
ALWAYS CALL SI BEFORE YOU DIG
EVERY DIGGING JOB REGUIRES A CALL - EVEN SMALL PROJECTS LIKE
PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE
WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU,
DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE
RESPONSIBLE FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU
ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811
GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE.
�• CAUTION ...
THE L14DERGQOLW UTUTIES SHOWN W VE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXATING DRAWINGS. THE SURVEYOR MAKES NO
GU42ANTEE THAT THE LM82GRCLM UTILITIES SHOWN CCWMSE ALL
SUCH UTILITIES N THE AREA FJTHBZ N SERVICE 02 ABANDONED, THE
SURVEYOR FURTHER DOES NOT WARRANT THAT TVE UNDERGROUND
UTILITIES SHOWN ARE IN T1-E EXACT LOCATION MICATED, ALTHOUGH HE
DOES CEPTFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
PROM INFORMATION AVAILABLE THE SLRVEYCR HAS NOT PHYSICALLY
LOCATED THE U.DIRGROLr•D UTILITIES.
0HW
OHW OLD PROPERIY LINE
a o_ o�w PD. 127, PG. 131
GRASS
GRASS
REMOVEEXISTING----' %
FENCES 51
DEMOL17M NOTES r
L THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
ACTUAL QUANTITIES OF ITEMS TO BE REMOVED.
2. THE CONTRACT SHALL DISPOSE OF ALL REMOVED
MATERIALS PER LOCAL STATE, AND FEDERAL
REGULATIONS. ALL MATERIALS SHALL BE HAULED TO
AN APPROVED, LICENSED LANDFILL. NO MATERIAL
MAY BE BURED ON SITE WITHOUT THE CONSENT OF
THE DEVELOPER AND THE LOCAL JURISDICTION. NO
STUMPS, BRANCHES, OR ANY ORGANIC MATERIAL
MAY BE BURIED ON SITE, UNDER BUILDING, PAD
AREA OR PAVED AREA
3. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL
OF ALL STRUCTURES AND UTILITIES, BOTH ABOVE
GROUND AND UNDERGI20", WHICH AFFECT THE
WORK OF THIS CONTRACT.
4. ALL UTILITIES SHOWN ARE FROM THE SURVEY
INFORMATION, AND ARE 70 THE BEST AVAILABLE
KNOWLEDGE OF THE SURVEYOR. THE CONTRACTOR
IS RESPONSEBL.E FOR v02FYING ALL ITEMS TO BE
REMOVED.
5. WHEN NECESSARY, THE TRENCHES WHERE EXISTING
UTILITIES HAVE BEEN REMOVED OR RELOCATED
SHALL BE RECOMPACTED TO 95% STANDARD
PROCTOR.
6. THE CONTRACTOR SHALL NOTIFY ALL PERTINENT
UTILITY COMPANIES 48 HOURS PRIOR TO ANY
DEMOLITION WORK. ALL DEMOLITION WORK SHALL BE
COORDINATED WITH LOCAL UTILITY COMPANIES TO
MINIMIZE IMPACTS ON UTILITY DOWN TIME.
7. ALL AREAS TO BE GRAOED SHALL SE CLEARED OF
TOPSOIL, UNSTABLE MATE24L, GRAVEL, ETC. AS PER
THE SPECIFICATIONS.
8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
THE LOCAL UTILITY COMPANIES TO DETERMINE IF
ANY OF THE EXISTING SERVICE LINES CAN BE
UTILIZED FOR THE PROPOSED DEVELOPMENT PRIOR
TO REMOVAL OF SAID ITEMS.
N /_
A11TON JONES, SR,
PIN: 0407-98-3149
DB. 4496. PG. 504
ZONE: C1P
GRASS
T
#4
IPINF
POST
_o POST
6 0
REMOVE EXISTING
BUILDING AND
APPURTENANCES
i;
'PPaREN1 ENCRoach _,,I
AREA 3,12Z Sr- /
Sign
"s IBOigh 19 2 2 Height=l9 SITE NIOTESr
' � /
OWNER/: CONCORD PROPERTIES. INC.
REMOVE EXISTING
UTILITIES
TELEPHONE
PEDESTAL
TEL \\ METAL POST
GRASS W/GATE
..1T
GRASS
GRASS
REMOVE EXISTING
ASHPALT AND
YONDAI"
GRASS
3
�IN 44
3
�I
0
/ DEVELOPER 1338 HARDING PLACE, SUITE 100
_ CHARLOTTE, NORTH CAROLINA 28204
TEL! [phone]
CONTACT: JEFF IRVIN
/ ENGINEER: FREELAND AND KAUFFMAN, INC.
209 WEST STONE AVENUE
GREENVILLE, SOUTH CAROLINA 29609
TELI [phone]
CONTACT: CHARLES GARCIA
\ 'r CURRENT ZONING CIP (SHOPPING CENTER DISTRICT)
LAND USE: COMMERCIAL (RETAIL)
/ PARCEL NUMBER: 0407-98-2096
ADDRESS: 1956 SKIBO ROAD
r
TOTAL TRACT CONTAINS: ±50,492 SF (±1.159 AC)
/ PARKING REQUIRED (RETAIL): ONE SPACE FOR EACH
200 S.F. OF FLOOR AREA NOT USED EXCLUSIVELY FOR
STORAGE.
I INF
SIP 1" REMOVE EXISTING PARKING PROVIDED:
/ CURB AND SIDEWALK REGULAR (9'x18, 20' W/ OVERHANG) 78 SPACES
_. HANDICAP 4 SPACES
TOTAL 82 SPACES
IMPERVIOUS AREA: ±36,051 SF (71%)
BEN MARK OPEN/UNDEVELOPED/LANDSCAPE AREA: *-14,441 SF (29%)
RR SRI IN POLE
WEST Sit 1.45' UP DISTURBED AREA: -`1.32 ACRES
ELEV=225. (NAVD 88)
RELOCATE EXISTING POWER
POLE AND POWER LINES '
EE UTILITY PLAN
CCB o
G=22321
(8")-220.21 /
IN 15")= 217 1 /I /
U 3
/S••
RCP � in
REMOVE EXISTING I
STORM PIPE \
— REMOVE EXISTING 7� '''777yyy������ l/ cce
SIGN �� 1 RCP TG=2lp')=
INV ���")=22G e
D;
— REMOVE EXISTING
INACTIVE RAILS cCB
h/ TG=22 . o
— REMOVE EXISTING / INV (1 ') 1)=2-,.-0
�� INV (1 N,W)=2 7.30
CURB O INVCV
�w
>, a
r /
E Approved Stormwatei Pe; wit Documents
Construction in acco'danca with these documenb Ic
required by the stormwater pswM. Month C"na
POC —�
NCGS MONOENT "ROBESON
N 471,682.38 (NAD 83)
E 2,024,261.22
ELEV=205.28 (NAVD 88)
u s tequue Mat the stormwater system dasrgner
Inspect during construction; certify conformity with 11w
Plans and specs; and certify compliance with the
v0m water rules. (15A NCAC 2H .1008(j))
Pam*# 50ltto(03 .Date L'L-fl _
NC Division of wow owty
Revsor.Data—
DEMOLITION
PLAN
0' O 20' 40'
GRAPHIC SCALE
I' - 20'
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DRAWN BY
WP
CHECKED BY
CG
DATE
06/02/11
SCALE
1"-20
SHEET
C-I

N/F
CUMBERLAND COUNTY HOSPITAL
PIN: 0407-98-0597
DR. 4701, PG. 400
ZONE: CIP
IN
DRAINAGE -
EASEMENT
8•, IPINF
CSOLARE i.
RIM=223.29
INV IN=218.09
INV OUT=217.99
N
IPINF
SURVEY NOTES I
BOUNDARY Z TOPOGRAPHIC INFORMATION OBTAINED
FROM SURVEY BY SURVEY MATTERS, LLC DATED
10-II-2010.
CONTOUR INTERVAL IS ONE (1) FOOT.
BASIS OF BEARINGS: NC GRID BASED ON NAD83.
ELEVATIONS BASED ON NAVD88.
THE UNDERGROUND UTILITIES SHOWN HEREON WERE
TAKEN FROM PLANS PROVIDED BY THE UTILITY
COMPANIES AND HAVE NOT BEEN FIELD MARKED BY
LOCATOR SERVICES NOR FIELD VERIFIED BY THE
SURVEYOR OTHER THAN VISUAL APPARATUS SUCH AS
VALVES AND METERS. CONTRACTOR SHALL CALL
LOCATOR SERVICE FOR VERIFICATION PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
OHW
l
N /F
wILTCN JONES, SR.
PIN: 0407-98-3149
DB. 4496, PG. 504
ZONE. CIP
EXISTING PROPOSED
LEGEND
DESCRIPTION
HANDICAP PARKING SPACE
CONCRETE CURB S GUTTER
s
SIGN
a �p
SITE LIGHTING
O
PARKING SPACES PER ROW
CONCRETE PAVEMENT
STANDARD DUTY ASPHALT
Sign
"SKIBO AUTO" --
Height=19.2'
OHW OLD PROPERTY LINE
p,w PB. 127, PG, 131
JF#
-�N4 / 3�
/ l�PINF fj4 �
7. \ otiw \ o e
2 a S73•q . APPARENT ENCRGA;-,IEN- O
saNITARY sEwE / 3'R O AREA 3,122 s E. k °
i� EASEMENT Sp•g�, !(/
'F' DR, 54421 PG. 1 0. Z
/ C5 Q �\ DqW 1\81* 9' 46.82"W
% 74.330
/ =wP -� a
u Q/ ,. ..... TELEPHONE ..
PEDESTAL
(� 3: N7q • � _
METAL POST
D _Q
J I 24. 3'R 5'R °a O w/GaTE Q
If 01)
I. 2pp0 ?p 3'R O a vl�K �zol V POST POST
6
/ 2qp. 6,00o S.F. / 3, F #'
�I /
/ DUMPSTERS 3'R � i8.gp. / 82 SPACES �1'" 18.0, -
/ RE, ARCH 3'R _ �17 2q•©' 1e
-7 / /
13.6 / �1o0O %� J /80 POINT
I 5'R
O n ;\\\� REFER
a V) l9 O _ EASE Iq$
1 �
36, c,i Op �` 128, PG O,.
3,R \ \ 5.R 5, a 01.67. �' f
p '� a / a
10 `P 0 �. 8 .
O BENCHMARK
w. C. IN:
INVESTMENTS. INC (((jam ` e
RR SPIKE IN POLE
IN� 07-98-2096 3 R �` �� o \ �- p WEST SIDE L45'
DB. 2 .. F, �243 - �, - v - p .(L' . _ ELEV=225.75 (NA
8' 0' !
AREA: 50,49 S E J59t AC O S" 8 �
20' . AlNAGE / B 8' 8'OC PA o COB ~�
/ ACC S EASEMENT / TG=223.21
WHEEL STOP 3'R y / NV (8')=220.21
p � (TYPICAL) 3'R IO'R /
mQINv (1s")=2n.71
/ C 29 ` / / O /o / n \ 5
Q \ RCp
10'R
35 . o � � ` � / / 4g,43, � 2DIP 1240, l
l / N IT, r^ �Pos �� /� //p 2' MINI -SKIP
W LINES I
RIGHT -TURN
n POST ARROW
/ 0POSi
' G ASPHALT W/1
L "NLU INVESTMENTS, LLC � .! � hW �> � HC .
/ RAMP
I / RIGHT-OF-W Y TO
UIN o4O7-97-183 / r (2' S-9.5, 3' 1-19, 5'
De 7ss3, PG. z13 0 R PER COOT
ZONE: CIP ! 5' B-2 )
NOTES,SIDEWALK
/ . / SPICIFICA ONS
SHOULD CONTACT Sia '�IYUNCA'I _ /
I. PERSONS USING THIS DRAWING :eight=29., PINE 4
LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS -�� Poe 4 a
OF UNDERGROUND UTILITIES
*** CAUTION ***
ALWAYS CALL 8H BEFORE YOU DIG
EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE
PLANTING TREES OR SHRUBS, IF YOU HIT AN UNDERGROUND UTILITY LINE
WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU,
DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE
RESPONSIBLE FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU
ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811
GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE.
••• CAUTION ...
THE tN7ERGROLIND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SLPVEY INFORMATION AND EXISTING DRAWINGS. THE SLRVEYCR MAKES NO
GUARANTEE TWAT TH.E LMEPG20M UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES N THE AREA EITI-ER N SERVICE OR ABANDONED. TI-E
SURVEYOR FURTHER DOES NOT WARRANT THAT THE LINDERGWaND
UTILITIES SHOWN ARE IN THE EXACT LOCATICN INDICATED, ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCLQATELY AS POSSIBLE
PRAM INFORMATION AVAILABLE, THE SLJRVEYOR HAS NOT PHYSICALLY
LOCATED THE LI DEQC42OLMD LITILITES.
2.
ALL DIMENSIONS ARE TO FACE OF CURB, WHEN
o
CURBS ARE USED.
3.
IN ACCORDANCE WITH GENERA-LY ACCEPTED
CONSTRUCTION PRACTICES, TI-E CONTRACTOR WILL
BE SOLEY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE
OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND WILL NOT BE LIMITED TO
NORMAL WORKING HOURS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL
BARRICADES. WARNING SIGNS, F_ASHING LIGHTS, AND
TRAFFIC CONTROL DEVICES WHERE REQUIRED DURING
'
CONSTRUCTION. THE CONTRACTOR SHALL COMPLY
WITH ALL OSHA REGULATIONS AND SAFETY
REQUIREMENTS.
4.
THE CONTRACTOR SHALL REFER TO THE
ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS,
LOCATIONS OF UTILITY ENTRANCE/EXIT POINTS, ROOF
DRAINS, ETC...
5.
WORK SHALL MEET OR EXCEED ALL LOCAL, STATE,
AND FEDERAL REQUIREMENTS AS WELL AS
REQUIREMENTS OF CONCORD PROPERTIES, LLC.'
6.
REFER TO ARCH PLANS FOR SITE LIGHTING LAYOUT.
V y
z
Q' NCGS MON ENT "ROBESON
N 471,682.38 (NAD 83)
E 2,024,261,22
ELEV=205.28 (NAVD 88)
ff."
// CLiPDALE RD
(VICINITY MAP
N.T.S.
ul
SITE NOTES,
OWNER/: CONCORD PROPERTIES, INC.
DEVELOPER 1338 HARDING PLACE, SUITE 100
CHARLOTTE, NORTH CAROLINA 28204
TEL: [phone]
CONTACT, JEFF IRVIN
ENGINEER: FREELAND AND KAUFFMAN, INC.
/ 209 WEST STONE AVENUE
/ GREENVILLE, SOUTH CAROLINA 29609
TEL, [phone]
/ CONTACT, CHARLES GARCIA
CURRENT ZONING; CIP (SHOPPING CENTER DISTRICT)
/ LAND USE: COMMERCIAL (RETAIL)
PARCEL NUMBER; 0407-98-2096
ADDRESS: 1956 SKIBO ROAD
TOTAL TRACT CONTAINS, ±50,492 SF (±1.159 AC)
PARKING REQUIRED (RETAIL): ONE SPACE FOR EACH 200
S.F. OF FLOOR AREA NOT USED EXCLUSIVELY FOR
SIDEWALK / STORAGE.
PARKING PROVIDED:
/I REGULAR (9'x18, 20' W/ OVERHANG) 78 SPACES
OF /� HANDICAP 4 SPACES
NCE / / TOTAL 82 SPACES
IMPERVIOUS AREA: ±36,051 SF (71%)
/
OPEN/UNDEVELOPED/LANDSCAPE AREA: *-14,441 SF (29`b)
GP DISTURBED AREA: t1.32 ACRES
VD
U 3
cce
rc z s
RGp INV �`=22G 21
o
CCB
TG=22 0
a
z INV (1 " E) 2n.sc
INV (1 ' N,W) 217.30
O N INV ( ")_217.20
O�
O � o
/240 /
70,
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PLAN
0' O 20' 40'
GRAPHIC SCALE
I' - 20'
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0 = v
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DRAWN BY
WP
CHECKED BY
CG
DATE
06/02/11
SCALE
1"-2Q
sHMT
C-2

IPINF
8"x6" TAPPING
SADDLE PER
PWC DETAIL
I.E. = ±218.75
/
y
/r
SLRVEY NOTES
BOUNDARY E TOPOGRAPHIC INFORMATION OBTAINED
FROM SURVEY BY SURVEY MATTERS, LLC DATED
10-II-2010.
CONTOUR INTERVAL IS ONE (D FOOT.
BASIS OF BEARINGS NC GRID BASED ON NAD83.
ELEVATIONS BASED ON NAVD88.
THE UNDERGROUND UTILITIES SHOWN HEREON WERE
TAKEN FROM PLANS PROVIDED BY THE UTILITY
COMPANIES AND HAVE NOT BEEN FIELD MARKED BY
LOCATOR SERVICES NOR FIELD VERIFIED BY THE
SURVEYOR OTHER THAN VISUAL APPARATUS SUCH AS
VALVES AND METERS. CONTRACTOR SHALL CALL
LOCATOR SERVICE FOR VERIFICATION PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
/ -OMl 224.0
I.E.: 219.56
�o
IPI
N/F
CUMBERLAND COUNTY HOSPITAL
DB. 4701, PG, 400
ZONE: C1P
RIM: 224.5
I.E.: 218.91
/
2 O C
' y
ANIrARi SEW RIM: 224.55 /
nas sa 2T PG. 11.E. .93
% y / + LF - 6" PVC _
•W Q / (SDR-26) ® MINIMUM
p V
SLOPE
iV6
IPINT' 1"
C\SQUARE
s ` /
SAN MH J
RIM=223.29
INV IN=218.09
INV OUT=217.99
CAUTION
W. C. JONES INVESTMENTS, INC_
IN: 0 07-98-2096
T a�E DB. N8: C P 243
.� AREA:i+-a?(�,49 S.E. 1,1591� ACR
ALWAYS CALL 811 BEFORE YOU DIG
EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE
PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE
WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU,
DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE
RESPONSIBLE FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB, WHETHER YOU
ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811
GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE.
••• CAUTKDN �••
THE LI DERGROI.PD UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NK)
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SLCH UTILITIES N THE AREA eTHBR IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE LNOERGROWD
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCLRATELY AS POSSIBLE
FROM (FORMATION AVALABLE THE SLRVEYCR HAS NOT PHYSICALLY
LOCATED THE UND6ZG2OLM LMLITIES.
-SS I.E. = 219.67
SD I.E. = 223.08
OHW
N/F
wILTON JONES, SR.
PIN: 04C7-98-3149
DB. 4496, PG. 504
ZONE: C1P
OLD PROPERTY LINE
PER PB. 127, PG- 131
OHW
1 OHW
PINF #4
�., •. S73•� 3Z.
e
ti
:xis: 35p 9>•
EXISTING
PROPOSED
DESCRIPTION
-5
-6•SS-
SEWER
-UT-
TELEPHONE
-ue
UNDE12 ROUND
-oHw-__._
_OE-
OVERHEAD
ELECTRIC
WATER
FIRE HYDRANT
UG-
-UG-
GAS
• C.O.
CLEAN -OUT
O
APPARENT ENCROACHI„ENT
AREA 3,122 S.F.
±204 L - PRIMARY
\ otiW ELECTRI SERVICE
IPINF #4 TELEPHONE
\M PEDESTAL
221.5
J RIM 224.4
a J.E. 221.44
UE ±210 LF - TELEPHONE
I SERVICE CONDUIT
/ FFE : 225.0
RY ±165 LF - I" NDPE
a DOMESTICWATER SERVICE
° WL I.E, = 221.8-
SD I.E. = 219.55
4
_R I ``
N/F
LYNLO NVESTMENTS, LLC
PIN: 0407-97-1817
DID 7653, PG. 213
ZONE: CIP
SE LIGI-ITING PLAN
F5R Fes' ECT,RICAL
D I ITN r, r H: arnr�u�
G
0
GAS PROVIDER TO -
EXTEND TO BUILDING
AND PROVIDE METER
POST
1 � 3
\{ ` \
Sigr ' HYUNDAI"
eight-29.3' IPINF #4//
0
f7
CLFFDALE RD
VICINITY MAP
N.T.S.
Sign
/
UTLITY NOTES
"SKIBO AUTO" r
/Height=19.2'
�
I, THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT
PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH
_
TESTING OF THE WATER AND SEWER LINES.
2. INFORMATION CONCERNING UNDERGROUND UTILITIES
WAS OBTAINED FROM AVAILABLE RECORDS AND
FIELD LOCATIONS WHEN POSSIBLE, BUT THE
/
CONTRACTOR MUST DETERMINE THE EXACT
as
/
LOCATION BY DIGGING TEST PITS BY HAND AT ALL
UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING.
IF CLEARANCES ARE LESS THAN SPECIFIED ON THE
/
PLAN OR 18" OR 24" FOR STORM DRAIN, WHICHEVER
IS LESS, CONTACT THE DESIGN ENGINEER PRIOR TO
/
PROCEEDING WITH CONSTRUCTION.
3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE
/
COMPANIES SHALL BE PERFORMED PRIOR TO
I" PE STUB T FO
ANNOUNCED BUILDING POSSESSION AND/OR FINAL
IRR GATI N SE VICE
CONNECTION OF SERVICES. CONTRACTOR IS
RESPONSIBLE FOR NOTIFYING THE LOCAL WATER
METAL Posr A w/cnrE AND SEWER AUTHORITY 10 DAYS PRIOR TO
T I" RP BA KFLO PREY INTER / // BEGINNING ANY WORK.
�\ POST BY CONTRACT R
4 A MINIMUM OF 10 FEET HORIZONTAL SEPE12ATION
PB. 128.
P o I" T IRRIGATION TER MUST BE MAINTAINED BETWEEN WATER AND SEWER
# BY PWC / LINES.
5. MATERIALS AND WORKMANSHIP SHALL CONFORM
'I a' 8" TAP SAD E WITH THE STANDARDS AND SPECIFICATIONS OF THE
WATER AND SEWER AUTHORITY.
PWC BY WATER
I" OMES d IC M ER & A PRE -CONSTRUCTION CONFERENCE WITH THE LOCAL
BY PWC / WATER AND SEWER AUTHORITY WILL BE REQUIRED
I" OMES�JC M EQ
PRIOR TO THE INSTALLATION OF THE WATER AND
I" DCVA BACKF W PR VENTER / I� SEWER LINES.
BY CONTRACTO / 7. CONTACT LOCAL WATER AND SEWER AUTHORITY
BENCHMARK FOR WATER AND SEWER IMPACT FEES.
14 RR SPIKE IN POLE
WEST SPIKE
POE 8. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL
/ELEV=225.75 (NAVD 88) / ` PLANS FOR EXACT UTILITY EXIT POINTS, EXIT
PORCHES, ETC.
/ II ,tr 9. ALL FIRE SERVICE LINES AND APPURTENANCES SHALL
/ CCB z / CONFORM WITH NFPA STANDARD 24.
TG=22321 Q /
INV (8')=22a21 /
INV (15")=217.71
U 3
a o
;5..
i
\RCP
CCB
l Rc TG=2 r.06
0� / /� � INV� p")=2zo 21
PROVIDE PIPE RELOC IN /
IF STORM DRAIN DO
NOT CLEAR WATER IN i cce
TG=22 0
BY/ 18". SEE DETAIL a/ INV N E)=217 so
INV (1 N,WJ=217.30
Q INV ( )=217.20
I 16089
/ �8• e w
POC
NCGS MON /ENT "ROBESON"
N 471,682.38 (NAD 83)
E 2,024,261,22
ELEV=205.28 (NAVD 88)
0W
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UTLITr=S l
WATER E SEWER:
CITY OF FAYETTEVILLE
PUBLIC WORKS COMMISSION
955 OLD WILMINGTON RD.
FAYETTEVILLE, NC 28301
PHONE: [phone]
UTILITY PLAN
O 0 20' 40'
GRAPHIC SCALE:
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WP
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DATE
06/02/11
SCALE
1"-20'
SHEET
C-3

GENERAL NOTES
3. NO DEBRIS WILL BE BURIED ON THE SITE, BUT WILL BE
1. MAINTENANCE OF ALL SESC MEASURES SHALL
TAKE HAULED FROM THE SITE BY A LICENSED CARRIER.
PLACE ON A DAILY BASIS. SPECIAL ATTENTION AFTER
STORM EVENTS SHOULD BE TAKEN. REPORTS SHALL BE 4. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THIS
KEPT CONCERNING THE CONDITION OF THE SESC
MEASURES SITE DOES NOT CONTAIN WETLANDS.
AFTER EACH RAINFALL EVENT.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
EXISTING CONDITIONS AT THE SITE PRIOR TO BEGINNING
2. ALL SESC MEASURES WILL BE CHECKED DAILY
AND GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO
DEFICIENCIES NOTED WILL BE CORRECTED BY THE END STRUCTURES, UTILITIES, AND TOPOGRAPHY. IF ANY
OF EACH DAY. ADDITIONAL SESC MEASURES WILL BE DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL
INSTALLED AS DEEMED NECESSARY BY ON -SITE
IMMEDIATELY CONTACT FREELAND AND KAUFFMAN, INC.
INSPECTION.
RIP RAP OUTLET PROTECTION N /F
LENGTH = 10' WILTON JONES, SR.
%
WIDTH (PIPE=3' WIDTH (END)=7' PIN: 0407-98-- 49
DB. 4496, PG. 504
RIP RAP D50=6" MAX. SIZE=9" ZONE: C1P
APRON THICKNESS=13"
INVERT: 220.5
CLEAN -OUTS
IPINF #4�a
(TYR.) /
+200 LF 8" PV
4.00 ROOF5 % SLOPE TQi
6. CONTRACTOR TO FIELD VERIFY STORM DRAIN INVERTS IN
ORDER TO CONFIRM PROPOSED STORM DRAIN SYSTEM IS
ADEQUATE.
7. ALL ON -SITE STORM DRAIN PIPES SHALL BE HDPE AS
NOTED BELOW:
HIGH DENSITY POLYETHYLENE PIPE (HDPE) SMOOTH
INTERIOR/ANNULAR EXTERIOR:
12" TO 60" M294 TYPE S AND MP7-97 TYPE S.
- 11
&4,2 '. �OHw
±115 LF OF 4" PVC x / i PIN
oHw / OLD PROPERTY LINE �r -4
UNDER -DRAIN T /� 22g ; , / aER PB. 127, PG 131
0 0.5% SLOPE 3:1
�.
F ! r3 ! � oHwd LIMITS OF DISTURBANCE
N
CUMBERLAND COUNTY HOSPITAL aC'r�� -���(1.32 AC)
PIN: 0407-98-0597 / t I.E.Il223.
/ « N !
DB. 4701, PG. 400 ' r A ! 1225. 5 �nT�I IP IP NF 4
ZONE: C1P / I �^
±107 L DR F 4" PVC / ., �! ! ! 224.4 °Mv � � o
v. 24 � 224 \' 40• _-_ �,'; _APPARENT ENCROACHMENT
' As �, 1 3� /' 2k, A ARSA 3,122 S.F.
0 0.5% SLOPE / 1
24
BC.
LIMITS O I
0.32 AC)
/ % `D /! �� �� IPINF
TC1225'224.
BIO-RETENTION POND WITH N �4.00
Ur
ENGINEERED FILL AND 4;) I.E.:223.5
UNDERDRAIN SYSTEM /
It ELEVATION 223.00 ? ! 4. 5 °Q 3 223
ITOP ELEVATION IM2N 75 (S5 It1 / ASPHALT EDGE ` B 22500 It Cn
18' DIMENSIONS) / a LEVEL SPREADER , V E; I Z ON
E DETAIL s' 'µit . J DETAIL 224.65
o. FFE) 225.0 4
224 7 / 1� �` �; � O � � � ��� , �
4.
00 /
( DRAINAGE ! /1, / 1224. BC=224.
I EASEMENT ; �v 224.5 224
n I i
122432
If Sly
°4. N V
�IPGUARE ���„ t p' 3'I 224.20 / 2 .75
s� 4 224. \� Q / �(
dQNES INVESTMENTS, INC. BO'224•
IN: 07798�2096
DB. 2 6243 , 4. 5 ! _ BO,;
rJ N f C P l v��
ARE SI 1.1 '
224.5
HORSESHOE INLET PROTECTION ttl v
D.A. - 0.42 AC ` ACCESS W
AGE / l
S SEMENT DRAIGE FL
STORAGE BOTTOM: 222.75 _ ACCESS
(OVER -EXCAVATE POND 0.25') EXCAV TEO DRO T ttI ARROW (TYR.) �'n
ROCK DAM TOP: 224.5 PROTECTION BE ORE ASE/ 224 224E
211 SIDE SLOPES COARSE IS LAID DO N, B OCK�E / +224.00 /
STORAGE REQUI2EDI 1,512 CF GRAVEL INLET PROTECTION AF ER. =224. /
/ '2I 23.5Q,
STORAGE PROVIDED: 1,633 CF D.A. 0.27 AC BC
+
SEE EROSION CONTROL DETAILS STORAGE REQUIRED 486 CF /
PROVIDE PER DETAIL
LIMITS OF DISTURBAI JCE
CITY OF FAYETTEVILLE NOTES: 0.32 AC) "w S /
I. NOTIFY CITY OF FAYETTEVILLE ENGINEERING OFFICE DURING CONSTRUCTION FOR THE
FOLLOWING INSPECTION MILESTONES: y1J ' „ T
ELEPHONE
PEDESTAL
-EXCAVATION OF THE POND -RISER E BARREL
-FOREBAY (N/A) -VEGETATION
SEDIMENT TRAP T RE AIN
UNTIL BASE COARSE AS /
T N
'
-SIDE SLOPES -GAUGE STAKES
N/P
BEEN INSTALLED
GHw
IN THE
-PIPES E RIP RAP -FINAL INSPECTION
LYNLU INVESTMENTS, LLC
REMAINDER
OF THE PARKING
/
2. A CERTIFICATION OF CONSTRUCTION ALONG WITH AS-BUILTS (HARD COPY AND DIGITAL
PIN: 0407-97-1817
AREA..
�`
IN CAD E GIS FORMAT - IF POSSIBLE) IS REQUIRED PRIOR TO FINAL INSPECTION FROM
DB. 7653, PG. 213
J
!
THE CITY OF FAYETTEVILLE.
ZONE: C1P
BLOCK E GRAVEL INLET
3. THE PERSON RESPONSIBLE FOR THE MAINTENANCE OF ANY STORMWATER
PROTECTION ONCE TRAP IS
( \T 3
MANAGEMENT FACILITY SHALL SUBMIT TO THE CITY ENGINEER AN INSPECTION REPORT
REMOVED AND BASE COARSE IS
BEGINNING ONE YEAR FROM THE DATE OF RECORD -DRAWING CERTIFICATION AND EACH
Sig 'HYUNDA1,
YEAR THEREAFTER ON OR BEFORE THE DATE OF THE RECORD -DRAWING CERTIFICATION
INSTALLED.
eight=2g IPINF 4
ILOF THE OF EP12OVVIIDED
`� LOB J
PRIORCITY
FAYETTEVILLE). THE FIRST3INSPECTION REPORRT SHALL BE TO
OBTAINING THE RELEASE OF
THE PERFORMANCE SECURITY.
� QF C�TXL�TId3
� Wy'
4.
A COPY OF THE RECORDED
OPERATIONS MAINTENANCE PLAN IS REQUIRED PRIOR TO
s
FINAL INSPECTION.
I.
BEEN GRADING SITE.
TEMPORARILY SEED AREAS DURING
O
5.
A COPY OF THE RECORDED
DRAINAGE EASEMENTS ARE REQUIRED PRIOR TO
CONSTRUCTION THAT
WILL BE DENUDED FOR PERIODS LONGER
OBTAINING THE RELEASE OF
THE PERFORMANCE SECURITY.
THAN 14 DAYS.
6.
THE REQUEST FOR RELEASE
OF PERFORMANCE SECURITY SHALL BE MADE IN WRITING
AND ADDRESSED TO THE CITY ENGINEER.
2.
INSTALL UTILITIES AND
STORM DRAIN SYSTEM FROM STRUCTURE 7
7.
A COPY OF THE APPROVED
PLANS ALONG WITH THE ENGINEERING PLAN REVIEW
TO THE TEMPORARY
SEDIMENT TRAP.
COMMENTS LETTER THAT HAS BEEN MARKED 'APPROVED' OR 'APPROVED AS
CORRECTED' SHALL REMAIN ON SITE DURING CONSTRUCTION,
3.
INSTALL EXCAVATED INLET PROTECTION ttI AND HORSESHOE INLET
B.
AN ESCROW ACCOUNT MUST
BE ESTABLISHED BEFORE RELEASING THE PERFORMANCE
pR0'ECTION tti AS SOON AS THE STORM DRAIN IS INSTALLED.
SECURITY.
EROSION CONTROL LEGEND
4. INSTAL- BUILDING PAD
AND COMMENCE BUILDING CONSTRUCTION.
CAUTION
5.
WHEN BASE COARSE
IS READY TO BE INSTALLED REMOVE
CONSTRUCTION
ALWAYS CALL 88 BB=ORE YOU DIG
EMERY DIGGING JOB REWIRES A CALL - EVEN SMALL PROJECTS LIKE
PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE
WHILE DIGGING. YOU CAN HARM YOURSELF OR THOSE AROUND YOU,
DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE
RESPONSIBLE FOR FINES AND REPAIR COSTS,
SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU
ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811
GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE.
EXCA DATED INLET PROTECTION ttl AND INSTALL BASE COARSE AND
® ENTRANCE
CURB AND GUTTER.
6. REMO`JE TEMPORARY SEDIMENT TRAP AND RELOCATE THE
®-SF- SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE, INSTALL REMAINING STORM
DRAIN, AND INSTALL REMAINING CURB AND BASE COARSE. PROVIDE
r -1 INLET
BLOCK AND GRAVEL INLET PROTECTION AT ALL INLETS.
® L J PROTECTION
7. INSTALL LANDSCAPING AND SEEDING AS INDICATED ON PLANS.
® HORSESHOE INLET
PROTECTION
. 8. UPON FINAL SITE STABILIZATION REMOVE THE BLOCK AND GRAVEL ®� DIVERSIONS (TEMP. E
INLET °ROTECTION AND PAVE THE SITE PERIMETER)
TIE LIND62GROt.M UTILITES SI-IOWN HAVE BEEN LOCATED FROM FIELD
SURVEY W C12MATON AND EXISTING DRAWINGS. THE SLRVEYOR MAKES NO
GUARANTEE THAT TIE unezGROUND UTI_RES SHOWN COMPRISE ALL 9. UPON IN L SITE STABILIZATION REMOVE HORSESHOE INLET
SUC14 UTILITIES N TUE AREA ETHEZ N SERVK;E oR ABANDONED. THE PROTECTION ttl AND INSTALL BID -RETENTION POND UNDERDRAINS ® ROCK CHECK DAM
SLRVEYOR FLRT-ER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION PDICATED. ALTHOUGH HE AND FILL MEDIA TO FINAL GRADE. SOD ENTIRE POND AREA AND
DOES W02 AaC THEY ARE LOCATED AS ACCURATELY PH Poss�.E WHERE `INAL VEGETATIVE COVER HAS NOT BEEN ESTABLISHED.
FRCN.A PFORMATLO LOCATED
TW E. TVE SROLINDOR HAS NOT PHYSICALLY LIMITS OF
LOCATED T4E L1NDe2GROttn LnwTIEs' ��'<. DISTURBANCE
10. REMOVE ALL REMAINING TEMPORARY EROSION CONTROL MEASURES. (±1.32 AC)
,
LEGEND
EXISTING PROPOSED DESCRIPTION
315 CONTOUR LINE
STORM DRAIN PIPE
❑ ❑❑ STORM DRAIN INLET
NOTE PLAN SHOULD INCLUDE PROVISIONS FOR
GROUNDCOVER ON EXPOSED SLOPES WITHIN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING,
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT
Sign
"SKIBO AUTO"
Height=19. 2'�
( / i
( / I
f � I
r / I
1 /
0
V CLIFFDAIE RD
VICINITY MAP
N.T.S. (T
STORM DRAIN STRUCTURE SCHEDULE
STR. NO.
RIM
INVERT IN
INVERT OUT
DESCRIPTION
I
-
217.8
217.71 (EX.)
TO JUN";TIJN
2
223.40
218.0
217.93
NCDOT 840.04
3
223.I5
218.25 (30')
218.75 (IT)
218.15
5' DIA. MANNOIP AND
OUTLET CONTROL WEIR
4
223.00
218.39
218.29
CURB INLET
5
223.00
218.75
218.65
CURB INLET
6
223.00
219.45
219.35
CURB INLET
222.40
220.0
219.9
E317
UTTLLET CONTROLNT1ON POND
22.75
-
9.55
DROP INLET
�- BLOCK E GRAVEL ` II
INLET PROTECTION f, /
W METAL W/GATE POST
A
ST
ki
E
r.
/ LIMITS OF ISTURBA CE
0.3 AC)
PIPE SCHEDULE
(PIPE TO BE WATER -TIGHT)
FROM
STR.
TO
STR.
SIZE
LENGTH
SLOPE
I
2
18"
12.5'
1.0%
2
3
18,
14'
1.0%
3
4
30"
9'
0.4%
4
5
30'
64'
0.4%
5
6
30,
150,
0.4%
6
7
30'
III'
0.4%
3
8
12"
77'
I.O%
/( / EROSION CCIVTROI_ NOTES,
/
(
( I. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED
BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES AND PRATICES PRIOR TO, OR CONCURRENT WITH, LAND
BENCHMARK ( DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE
RR SPIKE IN POLE / MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE
WEST SIDE 1.45' UP#5,
ELEv=225.75 (NAND $� APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION
CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
I SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
BLI CK EPAVEL / SOURCE.
INILET PR TECTIO j7
COB a / 2. MAXIMUM CUT OR FILL SLOPES ARE 2HdV. ALL FILL SLOPES SHALL
TG-2 321 Q �j HAVE SILT FENCE AT THE TOE OF THE SLOPE ALL DISTURBED
Nv ( )=220.21 AREAS MUST BE VEGETATED WITHIN 14 DAYS OF FINAL GRADE.
INV (1 ")=21T71 2. /
3. THE OWNER WILL MAINTAIN STORM WATER RUNOFF CONTROL
\ a// MEASURES AT ALL TIMES. ADDITIONAL CONTROLS WILL BE INSTALLED
222.20 i RCP IF DEEMED NECESSARY BY ON -SITE INSPECTION.
223 �
4. FAILURE OF THE CONTRACTOR TO PERFORM THE PRESCRIBED
/�� EROSION CONTROL PRACTICES SHALL RESULT IN THE IMMEDIATE
ISSUANCE OF A STOP -WORK ORDER FOR THE PROJECT SITE.
\.
l / \ l( 7 •RCP 5. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL
PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE THE
/ RESPONSIBILITY OF THE OWNER. ALL DISTURBED AREAS MUST BE
5 VEGETATED WITHIN 14 DAYS OF FINAL GRADE.
/ (6. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS
ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE SILT
/ FENCE USED FOR EROSION CONTROL.
7. ANY DISTURBED AREA LEFT EXPOSED FOR 14-DAYS SHALL BE
/ O 14 / TEMPORARY STABILIZED WITH SEED AND MULCH.
/ o
lsQ�9,• QJ,
Poc /
I NCGS MONU ENT "ROBESON"
N 471,682.38 (NAD 83)
I E 2,024,261,22
ELEVEV=205.205.28 (NAND 88)
I
/
I
I
/
l
ACTIVITY SCI-EDLLEI
TASK DESCRIPTION:
WEEKS
1
T2
3
41516
7
8
9
10
11
12
EROSION CONTROL MEASURES
X
X
X
X
X
X
X
X
X
X
X
X
CLEARING E GRUBBING
X
ROUGH GRADING
X
X
TEMPORARY STABILIZATION (GRASSING)
X
X
FINAL GRADING
X
X
BUILDING CONSTRUCTION
X
X
X
X
X
X
UTILITIES
X
X
PAVING
IIX
FINAL STABILIZATION (LANDSCAPING)
X
PHASE 2 EROSION
CONTROL
GRADING PLAN
0' O 20' 40'
GRAPHIC SCALE
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CG
DATE
06/02/11
SCALE
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06/02/II
SCALE
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017OaD=2
FOR Y-0" IN HE70NT OR I = ARE 0• M1LA Avo WIDE O(A0. OVER
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"
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T�•I
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>
POROUS FABRIC MAN OR MRAP, AT EACH MOT@' HOLE an AS OBECTED BY TEE NIICSIEM.
OL N
CHANFIR ALL EMPOW OORNESS 1'•
. LU In
ORA•LMR NOT IO OC.".
+112LE41E THE MILE OF THE 0" OPEIIHO TO a" MR., A5 O771BICIEO BY TIME
THE W1, HIENR ANNE THE TOP ELEVATION. ADJUST
,"9 AS MaROLY7
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IN MANNIME OPTIONALOOYEa B FRANK!A"
C. TO C.
MIIpI MY MN Law
TO ADANET FRAME a
001111111 TO SURFACE
ELEYMION MAX, 1'
PIPE s
I� r EaNF - /S
SECTI�1
CC-C OR D-D-D
CHAMFER ALL EXPOIEO COMMlMS 1-.
WE CLAMS OB■°�OB11p1lpTHE THMBMMEIYF.
DR
#4 I OBEFL I AT 12 OEMTE NCNOTAM MMIO� 6Y THE &NMVMV&RER.
ON POIM TO CONSTRUCT THE son SLAB.
IF MIWOftM OWDII E PIPE 18 MT IN EASE WAS; OF BOY,
ADD TO Y82 AS MnM ON aTJVOA w No. Si0.00.
ProYsa JILT rtMBT1aN Bp7B a O+ A" IN On" ally WWI
12" ON OBNTgio IN ACCaRBANICB lMf 6T0- NO. M.M.
ALIUST TIE STEEL, CONCRETE AND MIICN MA00MY WANTLTIEa
TO INCUSE THE, AUDITION OF THE MANIMLE [I.E. OIAQONAL EARN
SIKINTEt•J1D ARdMO OPaNINN IN TOP SLAB, ADDITIONAL VMIA5L8
aMIaHT BRIQ( NABOISY, OPaNIRS IN TOP MAE.)
MA. DEPTH OF THEN S7RUMNE PEOM TOP OF EIUITOM SLAB 1O TOP
ELEVATION 1a 11 FEET.130101
llL�.•_
M0MBN8IOIR AM SUANTITsp FOR a0N011i18 d11NOTICI BMNMe
DM M OR ND PSM
EM2IM=0RCEA16R
am
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TM RA
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IN BCC
TOTAL MM mIN
MM AIM IL M
MEORCtIOM I& ONE
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PIPE
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16NTTN
NNW
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MUTTON
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6.802
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0.25E
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40
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30"
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la
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0.878
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11.121
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20
4'-0"
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0.401
0.402
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M
2.341
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42°
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126
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LU
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4.75'
L75'
30' 0 1/7 WEIR PLATE
PIPE CREST EL, 219.5E
• .•
"
5' DIAMETER ^
MANHOLE
/ 12- 0
PIPE
L 7x7xk CONTINUOUS
W/ 1/4- NEOPRENE
GASKET
(SIDES E BOTTOM)
PLAN VIEW
KITS
EL 219.5 L 2'x7x*' CONTMJOUS
W/ 1/4' NEOPRENE
GASKET
. ; ..' (SIDES E BOTTOM)
5' DIAMETER MANHOLE
4- EXPANSION
30' 0 1/2" WEIRPLATE BOLTS • I2 OC
PIPE
OUTLET
CONICAL TRASH RACK - u4
STEEL REBAR -
GALV. OR ASPHALT COATED),
TACK WELD •
6' O.C. EACH WAY, 18" NIGH
TOP OF 4' x 4' OUTLET
STRUCTURE
223.75
OVERHANG AND BEND
6" OF REBAR
POND TOP
EL-224.50
100-YP STORM EVENT
EL-223.94
25-YR STORM EVENT
EL=223.89
SO AT
10-YR STORM EVENT
EL-223.84
0.4% SLOPE
2-YR STORM EVENT
EL-223.53
I-Y2 STORM EVENT
EL-223.38
INV OF 30"
LSD
POND BOTTOM
EL-223.0E
OUTLET
PIPE EL-219.9E
/\/\\�\\�\\�\\/\
/ CONCRETE BASE
4" PVC UNDERDRAINS ` COMPACTED SUBGRADE OR
INVERT 220.00 6" OF CRUSHED STONE
3 SECTION BIO-RETENTION
OUTLET STRUCTL
SCALE N.T.S.
W4 �- •
• i
10,0' 0 ORIFICE
115,218.15
33� 218M1
SECTION VIEW
MS
IB' a PL:`E
E'28.L5
"ONTPROL WEIQ (FOB STRUCT
ASPHALT EDGE
LEVEL SPREADER DETAIL
SCALE' N.T.S.
R-3246-A
gown
a VDE 44F SLW R-OW
L`.., OUTLET PPE PER SNOUT
L ATTACHMW M
T10GROUT INVERT TO BE PLACED AS v4 BARS • IT O.C.
DIRECTED BY THE ENGINEER BOTH WAYS
SECTION
TYPE D - CURB INLET
(N.T.S,)
SEE FIGURE 12.4 FOR
FILL MATERIAL
SPECIFICATIONS
`4' PVC UNDERDRAINS
INVERTS 220.00
ELEVATION
GRADE
8" 2' 6' I 8' .
PLAN E SECTION
a VDE 44F SLW R-OW
L`.., OUTLET PPE PER SNOUT
L ATTACHMW M
T10GROUT INVERT TO BE PLACED AS v4 BARS • IT O.C.
DIRECTED BY THE ENGINEER BOTH WAYS
SECTION
TYPE D - CURB INLET
(N.T.S,)
SEE FIGURE 12.4 FOR
FILL MATERIAL
SPECIFICATIONS
`4' PVC UNDERDRAINS
INVERTS 220.00
ELEVATION
GRADE
8" 2' 6' I 8' .
PLAN E SECTION
EL 219.5
. '...
117 PLATE
+"
1/4' EXPANSION
BOLTS • 12. CC
L 7x2k#'
CON TN JOLIS
W/ 1/4- NEOPRENE
GASKET
(SIDES E BOTTOM)
,
4,
10.0- a
OppC
1/4' EXPANSION
E'21815
BOLTS •
17 OC
FRONT
VIEW
OF
WEIR
NTS
Figure 12-4
Bioretention Conceptual Layout. Cros&Sectson (vegetation Shall Also be Included )
NOTE, GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD. HYBRID BERMUDA GRASS
AND CENTIPEDE HAVE BEEN SUCCESSFULLY TFSTFD OS rPA(;gFD RInDFTFNITIr)KI rs=1 I c
FOR STORM MANHOLES'
SUMTET2 MACH. CO.
FRAME MF-7SB
FOR CATCH BAS1dS'
COVER MC-Ib OR
SUMTER MACH CO.
NEENAH 2-1795-H
FRAME OF-65
OR APPROVED EQUAL
GRATE DIG-65 CR
FNS14ED PAVEMENT
' _2'-O'
(^�
DEWEY BROS. CH-BN-2 OR
APPROVED EQUAL
GRADE ..
'
. ..
10 COL112SES
.� I' GROUT
8' BRICK WALL (0'-10'-0' DEEP)
COPOLYMER POLYPROPYLENE
PLASTIC MIN.
2'-8" MIN
12' BRICK WALL (BELOW
STEPSREINFORCED WITH IIT
GRADE
10' - O' DEEP), OR
60 STEEL REINFORCEMENT,
5' O.C.
MN OF TINDALL PRODUCT
[�
K03446 OR APPROVED EQUAL.
>
ROLNDED
ENTRANCE
li
m
L3(
INVERT ELEV. OF-►14
CATCH BASIN IS
FLOW INV. ELEV. OF
--
FO
t..`:.
.:`�.�T---.
OUTLET
:� --- _ __.__-
• 4 AT 12' E.W.
z
PAVED INVERT
SECTION
SLOPED AT I'
AT 12'
TYPE B - STANDARD
CATCH BASIN
PLAN
TYPE C - STORM DRAIN MANHOLE
(N.T.S.)
ST02MWATER
MANAGEMENT DETAILS
V
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OW
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DRAWN BY
WP
CHECKED BY
CG
DATE
06/02/11
SCALE
N.T.S.
S1 EET
C-10
Oil