SW7100802_APPROVED PLANS_20100827

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW V /4:1V
DOC TYPE
❑ CURRENT PERMIT
Lc/—VAPPROVED PLANS
``❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEJ��('
C1�i
YYYYM M D D

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Abbreviations
BOC
BACK OF CURB
M.H.
MANHOLE
B.O.L.
BEGINNING OF LINE
MIN.
MINIMUM
CMP
CORRUGATED METAL PIPE
N.I.C.
NOT IN CONTRACT
CONC.
CONCRETE
P.I.
POINT OF INTERSECTION
EL.
ELEVATION
PROP.
PROPOSED
E.O.L.
END OF LINE
PVMT.
PAVEMENT
EDP
EDGE OF PAVEMENT
RCP
REINFORCED CONCRETE PIPE
ESM'T
EASEMENT
REQ'D
REQUIRED
EXIST.
EXISTING
REWTS
REQUIREMENTS
F.F.E.
FINISHED FLOOR ELEVATION
R.S.L.
REAR SETBACK LINE
F.S.L.
FRONT SETBACK LINE
R/W
RIGHT-OF-WAY
I.E.
INVERT ELEVATION
S.S.
SANITARY SEWER
INV.
INVERT
S.S.L.
SIDE SETBACK LINE
LF
LINEAR FEET
TEMP.
TEMPORARY
LOC.
LOCATION
TOC
TOP OF CURB
MAX.
MAXIMUM
TYP
TYPICAL
M.B.L.
MINUMUM BUILDING LINE
U & D
UTILITY AND DRAINAGE
U.N.O.
UNLESS NOTED OTHERWISE
WILLIAM F.
ASBURN, Jr.
ZONED A-1
Legend
❑
CONCRETE MONUMENT, FOUND
■
CONCRETE MONUMENT, SET PLS #19517
0
PROPERTY CORNER, FOUND
•
PROPERTY CORNER, SET PLS #19517
0
CALCULATED POINT
•��
PROPERTY LINE
-x-x-
FENCE
. -'77 '..-1
CONCRETE
-oHT -
OVERHEAD TELEPHONE LINE
-GHE-
OVERHEAD ELECTRIC LINE
-UGE---
UNDERGROUND ELECTRIC LINE
®
EXISTING SANITARY SEWER MANHOLE
-S--
EXISTING SANITARY SEWER LINE
EXISTING UTILITY POLE
EXISTING LIGHT POLE
-W-
EXISTING WATER LINE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
®
EXISTING WATER METER
GENERAL NOTES
1. NORTH ARROW AS SHOWN HEREON IS BASED ON A WELL DEFINED LINE, WHICH IS
SHOWN ON THE SURVEY DRAWING.
2. ALL MEASUREMENTS SHOWN ARE TO U.S. STANDARDS.
3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY,
AND/OR OWNERSHIP WERE FURNISHED SURVEYOR EXCEPT AS SHOWN.
4. ONLY SURFACE UTILITY, STORM AND SANITARY SEWER STRUCTURES WHICH
ARE LOCATED WITHIN THE BOUNDARY AND OUTSIDE OF DESIGNATED
EASEMENTS ARE SHOWN. NO EFFORT HAS BEEN MADE TO LOCATE ANY
SUB -SURFACE UTILITY, STORM AND SANITARY SEWER LINES EXCEPT
AS SHOWN.
5. ENCROACHMENTS ABOVE GROUND ARE AS SHOWN.
6. THERE WAS NO FIELD LOCATION ATTEMPTED TO DETERMINE THE EXTENT
OF SUB -SURFACE STRUCTURES OR EAVE OVERHANGS, EXCEPT AS SHOWN.
7. THESE CERTIFICATIONS ARE IN ACCORDANCE WITH THE STATE
ADMINISTRATIVE CODE; RULE 330-X-2.01 PARAGRAPH 8 AND
RULE 330-X-14.05, CANNON IV, PRACTICE -RULE OF PROFESSIONAL
CONDUCT
O
m
EX, DOT
R/W
O
_
m
3
fD pN
� O
I I MOSES R. WHITE, III w
I v 1 DB 585, P 687 Poe 2
ZONED A-1 /' / _ PINCHED
R I II \ / / - N 3321'09" E 484,63_ - - / / / / PIPE
`484 93') / p/* S HEDG+W (MAINTAINED BY AbJOINER
/ 1 I 10 SIDE BUILDING SETBACK (N 3321'00" E) ( )
/I \S 40-44'44" E I
30' LANDSCAPE BUFFER3,oyF / 44.27' >s r cn / E I LA
�� I/- -- �T-----------------� ----=eOg--- /- (s4osoo' -- J �/ E�DSE
14
O /
DDT R/W
MONUMENT Ej.
co XDFS CE EN
EX WATER METER v. I. E.: 1 .5
/tasY SAW CUT &REMOVE 0/Y,
ALL EXISTING CONCRETE - �`•�
\ {
CONCRETE
cc
E0 W / I 1 \ \ \ 2.82 Acres I v6 I 1
ZONED C-1
SAW CUT &REMOVE
ALL EXISTING CONCRETE
- - - --- c-m1
17D
5 _ I zEn(n I IIII�I
/ �» 11 S,�c� II111
A I IN -GROUND
6�7 III
Cj
POOL ¢1
..<z _i'_ = / O STRUCTURES I (Arn/ I I
O REMOVE ALL ,.EXISTING
a lI !n17
I \ \ ry 1► I ! I I
\�IE;,e
REMOVE ALL
STRUCTURES = NOTE 2 �\ \\ FRAME _\ m I I II III
1X STORY
o
LD
,,I DECK EX. DDT R/W III 1 I I
MONUMENT III I
ZHPI
II 1
\ \ APPROXIMATE DRAINFIELD16
WINDROW / I 6.5 Ah�F / 5
\ 4.5 WOODS GENERALLY ALONG OLD DITCH _ ` 10' SIDE BUILDING SETBACK
c _. _._ _. - -- W. - - - -
/
- -
Am witattatitatiatiattaw
EX. S 3320'48" W (S 3322'00" W) 476.4T (476.49) 15.5
PINCHED
RR1
PIPE
NOTE 1: RECORD MEASUREMENTS ARE SHOWN
IN PARENTHESIS
NOTE 2: ABOVE GROUND FUEL OIL TANK
ENCLOSED WITH ARBOR
NOTE 3: ROOF DRAINS ARE UNDERGROUND
-OUTLET UNKNOWN
NOTE 4: THIS SURVEY WAS PERFORMED WITHOUT
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION
NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET
NOTE 7: THE PROPERTY SHOWN HEREON IS
LOCATED IN FLOOD ZONE 'X' PER
FIRM PANEL 3720 7988 00 J
DATED 10/5/04.
REBECCA M. WALKER &
CHARLES L. HINTON, III
DB 585, P 687
ZONED C-1
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
AleWDOWELL & ASSOCIATES, P.A.
POST OFFICE BMX 391
ENGINEERS 1715 WEEKSVILLE READ
_Iffl ELIZABETH CITY, N.C. 27909
SURVEYORS PHONE [phone]
FAX [phone]
roCURVE DATA m
1
5 410 DELTA = 0' 11' 21"
RADIUS = 23,102.31'
LENGTH = 76.32'
EX, DOT CHORD = 76.32'
R/W BEARING = S 45456"
MONUMENT E•
CURVE TO THE LEFT
ul
Fes►
Co
a
N 5725'04" W 2320.06'
TO NCGS MONUMENT
'MORGAN 1978'
N 981,308.37 FT
E Z779,981.10 FT
NAD 83/86
S 601410" E 830.17'
TO NCHC MONUMENT
19 LB 10 1976"
N 980,009.92 FT
E Z78ZB50.73 FT
NAD 83/88
ELEVATION 14.54 FT
NAVD 88
VICINITY MAP
N.T.S.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL
NECESSARY PERMITS.
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2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH
AAPKS, PROPERTY CORNERS AND ALL OTHER SURVEY POINTS. WHERE THE REMOVAL OF
SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE CONTRACTOR
IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT,
AND IS NOT TO DISTURB THE POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN �Tl
GRANTED BY THE ENGINEER. w
3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED O
DURING CONSTRUCTION, AND ARE NOT TO BE DAMAGED IN ANY MANNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING i11
STREETS AND OTHER STRUCTURES WHICH IS CAUSED BY CONSTRUCTION ACTIVITIES. - �J
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL O
BOULDERS, DEBRIS, EXCESS CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE
DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH. V
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR ~
TO THE COMMENCEMENT OF CONSTRUCTION. WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OR COMPLETENESS OF THE EXISTING UTILITIES SHOWN ON THE PLANS.
7. L,:LLSS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE
REINFORCED CONCRETE CLASS III (ASTM C-76). COMPACTED GRANULAR MATERIAL FOR
Pf:'nDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS' 0
?CYENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM. Dollar General
S. A''. PAVEMENT CURS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED. SW7100902 d
9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS I, IN Pasquotank County I
ACCORDANCE WITH SECTION 814, ALDOT., 1995, AND SHALL BE GROUTED WHERE INDICAT 1 a
ON THE PLANS.
E
10. 'ff;F CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF � w
iF JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE , y
OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS.
THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY
MEASURES FOR CONSTRUCTION W?)RK WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS
WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION O
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. r�
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S /'� Illfv�444
PERFORMANCE DOES NOT INCLUDE QF� Tr'�CT� S SAFETY MEASURES IN L^ll q
ON. OR NEAR THE CONSTRUCTION SK� 11�K w
APPROVED L",,�1l���// /1 r
NORTH CAROLINA ENVISIZONZAL 1 LTt
MANAGEMENT COMMISSION O rfC�
DIVISION OF <WA�T-ERR QUALITY
EARTHWORK GENERAL NOTES S^rn:aa.GrPermft ND.LW I 100 02 O
1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR ^^^^ 111
INCLUDED IN THE SPECIFICATIONS ARE FOR THE INFORMATION OF THE CONTRACTOR. Fes•)
THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL
CONDITIONS, FOR PREPARATION OF HIS BID, AND FOR THE SUCCESSFUL EXECUTION
OF THE WORK,
2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL
PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED GRADE.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION
OF HIS WORK. SUCH GRADING AS IS REQUIRED FOR THIS PURPOSE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO
THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND
DRAINAGE AS IS NECESSARY TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.
4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, STRAW BALES, AND
OTHER EROSION & SEDIMENT CONTROL MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT
FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL
FINAL INSPECTION BY THE LOCAL GOVERNING AGENCY.
5. ALL EARTH FILL SHALL BE COMPACTED TO 95%. OF THE MAXIMUM DRY DENSITY, PLUS OR
MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER
ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6"Pi�ESJ
IN COMPACTED THICKNESS, UNLESS INDICATED OTHERWISE ON THE PLANS.
7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT 2006 STANDARDS. AUG O 2OlO
ALL EARTH FILL UNDER BUILDINGS SHALL ALSO MEET THE REQUIREMENTS OF THE
ARCHITECT'S PLANS AND SPECIFICATIONS. NC DENR
8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FOLLOWING THE SITE PREPARATION RECOMMENDATIONS
SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN
ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.
SITE "DEMOLITION PLAN
SHEET IOFI
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GENERAL NOTES
PROPERTY OWNER
1.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL
c
u
NECESSARY PERMITS.
o
MINK CREEK INVESTMENTS
2.
THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH
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S
Z
CONTACT: BOB BROADWAY
MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY POINTS. WHERE THE REMOVAL OF
o g
'rig
0.
o i
PHONE: [phone]
SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE CONTRACTOR
N O
Abbreviations
Legend
9
ADDRESS: 132 HOLMES AVENUE NE
IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT,
ON
GENERAL NOTES
AND IS NOT TO DISTURB THE POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN
0
°o N
BOC BACK OF CURB
M.H.
MANHOLE
HUNTSVILLE, AL 35801
GRANTED BY THE ENGINEER.
r�i
B.O.L. BEGINNING OF LINE
MIN.
MINIMUM
❑
CONCRETE MONUMENT, FOUND
1. NORTH ARROW AS SHOWN HEREON IS BASED ON A WELL DEFINED LINE, WHICH IS
SHOWN
W
M
ON THE SURVEY DRAWING.
3.
ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED
¢ u>
CMP CORRUGATED METAL PIPE
N.I.C.
NOT IN CONTRACT
■
CONCRETE MONUMENT, SET PLS p19517
DURING CONSTRUCTION, AND ARE NOT TO BE DAMAGED IN ANY MANNER.
(p
CONC. CONCRETE
P.I.
POINT OF INTERSECTION
2. ALL MEASUREMENTS SHOWN ARE TO U.S. STANDARDS.
Q
ti to
EL. ELEVATION
PROP.
PROPOSED
O
PROPERTY CORNER, FOUND
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
N
STREETS AND OTHER STRUCTURES WHICH IS CAUSED BY CONSTRUCTION ACTIVITIES.
N x
E 0 L END OF LI E
3 NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS RIGHTS OF WAY
o
N
PVMT.
PAVEMENT
■
PROPERTY CORNER, SET PLS #19517
EOP
EDGE OF PAVEMENT
RCP
REINFORCED CONCRETE PIPE
AND/OR OWNERSHIP WERE FURNISHED SURVEYOR EXCEPT AS SHOWN.
ESM'T
EASEMENT
REQ'D
REQUIRED
Q
CALCULATED POINT
EXIST.
EXISTING
REQ'TS
REQUIREMENTS
PROPERTY LINE
4. ONLY SURFACE UTILITY, STORM AND SANITARY SEWER STRUCTURES WHICH
ARE LOCATED WITHIN THE BOUNDARY AND OUTSIDE OF DESIGNATED
F.F.E.
FINISHED FLOOR ELEVATION
R.S.L.
REAR SETBACK LINE
-X-X-
FENCE
EASEMENTS ARE SHOWN. NO EFFORT HAS BEEN MADE TO LOCATE ANY
F.S.L.
FRONT SETBACK LINE
R/W
RIGHT-OF-WAY
SUB -SURFACE UTILITY, STORM AND SANITARY SEWER LINES EXCEPT
I.E.
INVERT ELEVATION
S.S.
SANITARY SEWER
CONCRETE
AS SHOWN.
INV.
INVERT
S.S.L.
SIDE SETBACK LINE
5. ENCROACHMENTS ABOVE GROUND ARE AS SHOWN
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL O ;
BOULDERS, DEBRIS, EXCESS CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE _
DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH. CL N
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION. WE ASSUME NO RESPONSIBILITY AS TO THE N M
ACCURACY OR COMPLETENESS OF THE EXISTING UTILITIES SHOWN ON THE PLANS. O v1
7. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE U v1Lo
REINFORCED CONCRETE CLASS III (ASTM C-76). COMPACTED GRANULAR MATERIAL FOR Cl
-UHT- OVERHEAD TELEPHONE LINE BEDDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS Z i. d
LF LINEAR FEET TEMP. TEMPORARY 6- Y C
THERE WAS NO FIELD
ILLOCATION ATTEMPTED TO DETERMINE THE EXTENT PREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.
LOC. LOCATION TOC TOP OF CURB oHE- OVERHEAD ELECTRIC LINE 0 -C
MAX. MAXIMUM TYP TYPICAL OF SUB -SURFACE STRUCTURES OR EAVE OVERHANGS, EXCEPT AS SHOWN. 8. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED. 5 0
-UGE-- UNDERGROUND ELECTRIC LINE
M.B.L. MINUMUM BUILDING LINE U & D UTILITY AND DRAINAGE 7. THESE CERTIFICATIONS ARE IN ACCORDANCE WITH THE STATE 9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS I, IN
®
U.N.O. UNLESS NOTED OTHERWISE
EXISTING SANITARY SEWER MANHOLE ADMINISTRATIVE CODE; RULE 330-X-2.01 PARAGRAPH 8 AND ACCORDANCE WITH SECTION 814, ALDOT., 1995, AND SHALL BE GROUTED WHERE INDICATED±; r kR,
RULE 330-X-14.05, CANNON IV, PRACTICE -RULE OF PROFESSIONAL ON THE PLANS.
-S- EXISTING SANITARY SEWER LINE CONDUCT '" �R,`h,•
10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
Q� EXISTING UTILITY POLE THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE I, ay." o
OF THE WORK.. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
EXISTING LIGHT POLE N 5725'04- W 2320.06' TO NORMAL WORKING HOURS.
O
TO NCGS MONUMENT THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY
-W- EXISTING WATER LINE m 'MORGAN 1978'
'N`� N 981,308.37 FT MEASURES FOR CONSTRUCTION WORK WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS ` 7
EXISTING WATER VALVE WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION
EX. DDT E 2,779,981.10 FT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. N��
�--pp EXISTING FIRE HYDRANT NAD 83 86 Z. 4
tiYW R/W THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S O P d '
I / ® EXISTING WATER METER MONUMENT I PERFORMANCE DOES NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN : *� o�!�i �• V
ON, OR NEAR THE CONSTRUCTION SITE. < :* rlµg rl ?: •
WILLIAM F,
ASBURN, Jr.
ZONED A-1
h I
h o /
Z � I
3 a Q
O O N
9do a If
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!10 $ h
= VN
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MOSES R. WHITE, III
DB 585, P 687
ZONED A-1
N 3371 00- E 484.63'
- 10' SIDE BUILDING SETBACK (N 33-21'00" E) (484.93)
30' LANDSCAPE BUFFER
-I END CURB-
- - - - - - - - - - - - - - - -
rC
5' X 5' SEE MECH PLANS
CONC PAD FOR CONTINUATION
20 00'
9.00 A.
V -
130.00'
8' X 50' CONC BOLLARD W/
AC PAD H'CAP SIGN
2.82 Acres
ZONED C-1 H'CAP RAMP
PROPOSED BUILDING o 1:12 MAX
' 9,100 SQ FT BOLLARD
0
C
BOLLARD W/ ;
H'CAP SIGN :: ,
61 9.00' y
iL
C
10.00'
o' o
o ,..•. o a
r
o � Ps oQ 10 nJ • fig•
F---56.96'-�---1 ^' • °D HEAVY DUTY ASPHALT
900 I o�'` •:.:. a END CURB
1800,
141.32'
18' X 18' CONC
DUMPSTER PAD a; _ _ - - - - -
. �1 / WINDROW 1
- A
WOODS - - - - - - - - 0=1DE BUILDING - -
-/ GENERA LY ALONG DITCH
EX. 3S 320'48- W (S 33 2'00- W) 476.47' (476.49)
RRI
r 159.96'
REBECCA M. WALKER &
0
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m
3
ro ,o
00)
�7
POB
EX. I'
PINCHED
PIPE /
0/x�_ HEDGEROW (MAINTAINED BY ADJOINER) I ,
0 S 40'44'44" E
�6 J�0y* 44.27'
_ 40.00' 21.00' I S-1a39'00"
(44.23')
i 4 O Un O _ '0
K, DDT R/W
I' 00• �Y 0' MONUMENT O 03
9S CONNECT TO EX = •
F WATER METER PER m A
R5.00'� + + b tiT p LOCAL MUNICIPALITY w
�4 \RS REQ'S
40 00'---1 00'
--36.DO'-. W W • W a
yF� o
WATER po
cO D SVC Z rn
bRS �y00 0 cyi �yF
0 ....
> '' F--30. 0'^I o Cz
ice. m o m to to
20.00'
iwu
C
o
_ • O
i4-00 m
o�
PYLON
EhD
CURB
,p o
00, po i? ��y.
e`ry
m HEAVY DUTY ASPHALTJ
o
Ct EX. DOT
MUNU
170.93 5�
k
ly k5ti0��
E�
rEX, I'
PINCHED
PIPE
61ti19 CURVE DATA m
'1
5 96�o DELTA = 0' 11' 21"
RADIUS = 23102.31'
EX
"ARE
-END
SECT ON
I.E.:
14.4
i
r�
r
vl
EX F
RED
END S
CTIO
I.E.: 1
.53
F+
Co
4)i11t-►
S 60'14.10- E 830.17'
TO NCHC MONUMENT
19 LB 10 1976"
N 980,009.92 FT
E Z78Z850.73 FT
NAD 83186
ELEVATION 14.54 FT
NAVD 88
REINFORCED CONCRETE NOTES
1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH
AT 28 DAYS, (CLASS "A."), UNLESS NOTED OTHERWISE ON THE PLANS.
2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN
ACCORDANCE WITH THE SHEAR KEY DETAIL ON THE PLANS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM
TO ASTM A615, FOR BILLET STEEL.
4. LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON
THE PLANS.
5. CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON
THE PLANS.
6. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON
THE PLANS. HEATING OF REINFORCING BARS TO BEND THEM, OR STRAIGHTEN THEM
WILL NOT BE ALLOWED.
7. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN
ASTM YIELD STRENGTH OF 65,000 PSI.
PAVEMENT CONSTRUCTION GENERAL NOTES
1. NCDOT 2006, SHALL MEAN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
:.TANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2006 EDITION.
2. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN ACCORDANCE
%, iTH SECTION 520, NCDOT 2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH
SECTION 1010. 100% COMPACTION REQ'D.
3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH
SECTION 700, NCDOT 2006.
4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH
SECTION 610. 1-19.00, NCDOT 2006.
5. BITUMINOUS CONCRETE WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE
WITH SECTION 610, S-9.5C, NCDOT 2006.
6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO
PLACING AND COMPACTING EMBANKMENTS.
7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 8", AND
THEN RECOMPACTED TO 100% OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF
OPTIMUM MOISTURE (ASTM-D6798).
8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK
PRIOR TO PLACEMENT OF BASE MATERIAL.
9. CONCRETE WHEEL STOPS ARE TO BE PRECAST 2500 PSI MIN. COMPRESSIVE STRENGTH
CONCRETE, 6"Hx9"Wx84"L. WHEEL STOPS ARE TO BE SECURELY ATTACHED TO PVMT.
WITH A MINIMUM OF 2-5/8"x24" GALV. STEEL DOWELS EMBEDED IN WHEEL STOPS
AT 1/3 POINTS, AND FIRMLY BONDED TO WHEEL STOP AND PAVEMENT,
10. PAVEMENT MARKING PAINT SHALL BE ALKYD -RESIN TYPE, READY -MIXED, COMPLYING
WITH FS TT-P-115 TYPE- I, AASHTO M 248, TYPE N. OR LATEX WATER -BASE
EMULSION, READY -MIXED, COMPLYING WITH FS TT-P-1952. APPLY PVMT. MARKING
PAINT WITH MECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO
PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THE PLANS WITH
UNIFORM, STRAIGHT EDGES, AND A MINIMUM WET FILM THK YNESS OF15 mils (.4mm).
NOTE
1:
RECORD MEASUREMENTS ARE SHOWN
CHARLES L. HINTON, III
LENGTH
'
= 76.32'
V
/
IN PARENTHESIS
DB 585, P 687 EX. DOT
CHORD
= 76.32'
NOTE
2:
ABOVE GROUND FUEL OIL TANK
ZONED C-1 R/W
= S 4 5456"
ENCLOSED WITH ARBOR
MONUMENT X.
FEARING
NOTE
3:
ROOF DRAINS ARE UNDERGROUND
CURVE
TO THE LEFT
-OUTLET UNKNOWN
`(
NOTE
4:
THIS SURVEY WAS PERFORMED WITHOUT
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
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THE BENEFIT OF A TITLE REPORT I
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT WDOWELL & ASSOCIATES, F.A. �Ca
THE BENEFIT OF SUBSURFACE UTILITY1%10
LOCATION POST OFFICE BOX 391
NOTE 6: ERROR OF CLOSURE OF RECORD ENGINEERS 1715 WEEKSVILLE ROAD
DESCRIP- TION IS 0.18 FEET ELIZABETH CITY, N.C. 27909
NOTE 7: THE PROPERTY SHOWN HEREON IS SURVEYORS PHONE [phone]) SCALE: 1"= 30' 08102110
FAX [phone] 90
LOCATED IN FLOOD ZONE 'X' PER SITE 'DEVELOPMENT PLAN .a
FIRM PANEL 3720 7988 00 J SHEET IOFI
DATED 10/5/04.
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EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL
LOCATIONS WHERE CONSTRUCTION TRAFFIC WILL BE ENTERING AND EXITING THE SITE.
CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALL EXTEND TO
THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS
THAN 50 FEET IN LENGTH OR 6" IN DEPTH. WIDTH SHALL NOT BE LESS THAN 15 FEET.
2. CONSTRUCT SEDIMENT TRAPS (IF ANY ARE INDICATED ON THE PLANS).
3. GRADE IN THE PROPOSED DITCHES AS SHOWN ON THE GRADING PLAN, AND DIRECT
DRAINAGE FROM DISTURBED AREAS TO THEM.
4. INSTALL BEST MANAGEMENT PRACTICES IN DITCHES AS THEY ARE CONSTRUCTED, AND INSTALL
SILT FENCES AT INDICATED LOCATIONS. INSTALL CHECK DAMS AND GRAVEL
BAG FILTERS AT STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.
5. MULCH, LIME, FERTILIZE AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE
FOLLOWING FINAL GRADING.
6. WASH DOWN CONSTRUCTION ENTRANCE AS NECESSARY TO LIMIT MUD AND DEBRIS BEING
CARRIED ONTO ADJACENT ROADS. DRAINAGE FROM CONSTRUCTION ENTRANCE SHALL BE
GRADED TO DRAIN TO SILT FENCES, OR OTHER EROSION CONTROL MEASURES.
7. FOLLOWING COMPLETION OF PAVEMENT, STORM SYSTEM, AND MULCHING AND SEEDING
ACTIVITIES, FLUSH OR CLEAN ALL SEDIMENT FROM STORM PIPE SYSTEM.
B. WHEN CONSTRUCTION IS COMPLETE AND UPON APPROVAL OF THE LOCAL GOVERNING AGENCY,
REMOVE SILT FENCES, CHECK DAMS, AND GRAVEL BAG FILTERS. SPREAD AND GRADE
COLLECTED MATERIALS, AND SEED. SPREAD STRAW AND SEED.
9. REMOVE SEDIMENT FROM DITCHES, AND REGRADE TO DEPTH AND SIZE SHOWN
ON THE GRADING PLAN. SPREAD AND GRADE COLLECTED MATERIALS, AND SEED.
10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.
I SEEDING NOTES
N 5725'04" W 2320.06' 1. THE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR
TO NCGS MONUMENT NECESSARY FOR THE SEEDING OF ALL DISTURBED AREAS, AND OTHER AREAS SPECIFIED
m WORGAN 1978' ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN
N 981,308.37 FT ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS. +/////
EX. DDT E Z779,981.10 FT
NAD 83186 2. TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF ��^ •' " �/ ��,
MONUMENT 6 INCHES OF CONDITIONED AND AMENDED TOPSOIL SHALL BE RESPREAD OVER ALL AREAS �� 'a,#�", r•
SPECIFIED FOR SEEDING. GRADING SHALL CONFORM WITH THE GRADING PLAN. Q Oj
I O 3. SEEDING SHALL BE AS FOLLOWS:-
_T vQ�' . .
(A) "REBEL" OR "FALCON" FESCUE SEED ('TIL APRIL 15TH) WITH 95% GERMINATION. �j�„1 i'P ,,••' C
3 APPLICATION RATE SHALL BE 8 LBS. PER 1,000 SQUARE FEET. iy M
NEW
SIDE SLOPES MAX. �RI R REQb Ft ory (B) BERMUDA SEED (FROM APRIL 15TH TO AUGUST 15TH) WITH 95% GERMINATION. ✓/pQ S{'+I4il 4��
/ w APPLICATION RATE SHALL BE 3 LBS. PER 1,000 SQUARE FEET.
)I 0-10- 3.2 CF5 MOSES R. WHITE, 111 D-SO- 2.S' o
I 1 V-10- 1.76 FT/SEC O-MAX- 5" 4. SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL
TOP OF DAM 18.65 EX. 1'
d 1 HGL DEPTH- 0.43 FT DB 585, P 687 DEPTH- 8" STONE CHECK POB PH OF 5.5 TO 6.5.
- I 1
ZONED A-1 / DAM REq'D ,- PINCHED r
_ 5. "2-4-D ROUNDUP" OR EQUIVALENT POST -EMERGENT HERBICIDE SHALL BE REQUIRED TO
SX, 1 \ / / N 332, 0 " E 484,63' /(TYP) PIPE I KILL EXISTING WEEDS PRIOR TO SEEDING. "TREFLAN," "DACTAL" OR EQUIVALENT PRE-
)/ R I ) I -x 16 6�_ EMERGENT HERBICIDE SHALL BE REQUIRED FOR ALL SEEDED AREAS TO PREVENT WEED r� ,
I / GERMINATION. W O
i I \ 1 21'00' E) (48493) ti 17.5-rEITCL' OW (MAINTAINED BY R)
1 6. PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A "SUPER
FG / F FCr/ P ) ) DUTY EXCELSIOR EROSION CONTROL BLANKET" AS MANUFACTURED BY "PPS PACKAGING04
x 16.65 16.5 251 FFp - 17 S ?�i 5 ! COMPANY," P.O. BOX 56 FOWLER, CA, 93625, OR APPROVED EQUIVALENT WHERE
TEMP SILT �/ I LAND 17 _ _ ®3 p 44.27' u / INDICATED ON THE GRADING PLAN. APPLICATION OF "EXCELSIOR" BLANKET SHALL
FENCE (TYP) v ! I \ r / E LARE COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE INDICATED ON THE PLANS,
/ �6_ -A 5-4039-00 ED SECT ON APPLY BLANKET TO THE SLOPE AFTER PROPER PREPARATION AND SEEDING OF THE GROUND.
- s FG STONE CHECK 6 deou (44.23') `( ( / I: .: 14.4 O
/ r
% Di6.65 DAM REQ'D WALK FOB+ 6, p / K DDT / � /
SEE NOTE NO. 5 UNDER h (TYP) 17.85 {{{17.1 / MDNUME
"NCDENR GENERAL NOTES" i I\ 15' STONE CHECK \ I FgSF TEMP CONST
FOR POND CONSTRUCTION �/ A DAM REQ'D y RED
REQUIREMENTS / ( ( \ DAM \ . FNp ENTRANCE ` CTIO
\ rr / Be Be O 53
18 e v 18.30 18.70
WCO FG x �� .• t� F �.� J O I I I �
o / 16.65 `I �I / �' \ r':.` oog. m I I Co
3 Q Q I Be HP
/ % I / 2.82 Acres \� Be
•� 1s.6o mZyF I I 1
1
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h o / / \ /, / r \ ZONED C 1 16.so
lg 18.
FG Be 19.26
17 m� II
/ I � � r , r -_ - - -- _ FG m ul y 1
� 18.10 ?s- �� a I I I
i z FEE: 18.75 ''� - I a 11 1
y Ch ' III 1
TEMP SILT ' OCh / I I
TOP OF DAM - 16.65 / / / S � \ I � FENCE (TYP) , „-\ '' � � o O I I I 1
p ,
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CONCRETE 2 // w 16.6 \ (111'
` 2 I I FG H EMERGENCY SPILLWAY / ` N pp y
(SEE DETAIL) / �$ rn r : \ m I I P
FG ELEV Is.S / / M N . : �.• y.... W 4 \ 1 1 '5
LQ
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� � � X ' '� 1 EX. DD. R/V I I
� R �- - - • •�: • ' ' , �`' ma's T 7 4 ` I
FENCE
SILT / / / w - I y I . 16.5 r�•--�/r� I �.S MON ENT III F I LP
/ - y \y ! FG LP a. 'fit _ / _ 1 .251
10-. �© / x FG HP x p I l b
/ I � G - r I
G HP
STONE CHECK / E-WALL x6 8 11 ✓ 15.5.16 F 6 75 NC SILT 10
DAM REQ'D / / ,ALE.: 13.10 10 18 16.75 / - - Iti _ ` \ . ' FENCE (TYP)
(TYP) _ 5
/I 1 12 I i trli• IF
/ / eaamtnua"3 .." 16 ROW FG HPx Ahry i
17.25Is
--- - -.. - 14
16 -.. cy
E-WALL
I.E.: 14.00
*t 4
_ 64 LF 13.5" X 22" RCAP
O 1.56%
III
E-WALL
I.E.: 13.00
S 6014'10" E 830.17'
TO NCHC MONUMENT
"19 LB 10 1976"
N 980,009.92 FT
E Z78ZB50.73 FT
NAD 83188
ELEVATION 14.54 FT
NAVE) 88
NO CONSTRUCTION TRAFFIC
ALLOWED UNLESS TEMPORARY
CONSTRUCTK)N ENTRANCE IS
CONSTRUCTED AND MAINTAINED
FOR THIS ENTRANCE
u
EARTHWORK GENERAL NOTES W 1 C ✓+
1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR 1F►�+ U
INCLUDED IN THE SPECIFICATIONS ARE FOR THE INFORMATION OF THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL W O
CONDITIONS, FOR PREPARATION OF HIS BID, AND FOR THE SUCCESSFUL EXECUTION
OF THE WORK.
2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL ~
PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED GRADE.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION
OF HIS WORK. SUCH GRADING AS IS REQUIRED FOR THIS PURPOSE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO
THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND
DRAINAGE AS IS NECESSARY TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK. [� �►{
4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, CHECK DAMS, AND
OTHER EROSION & SEDIMENT CONTROL MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT ^1
FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR SHALL BE O W
RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL
FINAL INSPECTION BY THE LOCAL GOVERNING AGENCY.
5. ALL EARTH FILL SHALL BE COMPACTED T 95% F THE MAXIMUM DRY DENSITY PLUS OR 0 0 E q Vj
MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER rTl
ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6"
IN COMPACTED THICKNESS, UNLESS INDICATED OTHERWISE ON THE PLANS.
7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT 2006 STANDARDS.
ALL EARTH FILL UNDER BUILDINGS SHALL ALSO MEET THE REQUIREMENTS OF THE
ARCHITECT'S PLANS AND SPECIFICATIONS. O
8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FOLLOWING THE SITE PREPARATION RECOMMENDATIONS N
SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN 1•-�.I
ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS. ^
NCDENR GENERAL NOTES:
I kPO WETLAND AREAS WERE FOUND ON SITE'. THIS DETERMINATION
---...
�
"-
5 _.. ._.
G LD ITCH - - - � ',
- Y - - - x -
`X �
. - ;,'° � i � ( I •'
WAS MADE BY A PHASE I STUDY PERFORMED BY ARC
_ -- -.-
ENVIRONMENTAL, ENVIRONMENTAL ENGINEERS.
WILLIAM F. EX•
- -
16 65 S 3320'4 " W (S 33' 2'00"
FG
W) 16.65
476.47' (476.49')
5.5 ,
-_ - '
X._ 11 ,
PINCHED
! I
RRI
FG
FG
2) TEMPORARY GROUND COVER SHALL BE ESTABLISHED WITHIN 21
ASBURN, Jr.
CONCRETE WEIR BOX
SEE DETAIL THIS SHEET 16.85
STONE CHECK
22 SY RIP -RAP REWD
PIPE
TEMP
SILT
CALENDAR DAYS. PERMANENT GROUND COVER SHALL BE
ZONED A-1
FOR SPECIFICATIONS
DAM REWD
q-10- 3.5 CFS
LA- 7 FT
WOODS
FENCE
(TYP)
ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS.
TEMP
TOP OF DAM 18.65
SILT
(TYP)
D-50- 2.50
° �
O
FENCE
(TYP)
D-MAX- 5'
/
/,L,9
CURVE TA m
3) ALL PLANT MATERIAL SPECIFIED FOR THE WET POND VEGETATED
DEPTH- 8"
S(IELF SHALL BE INSTALLED FROM APRIL TO MID JUNE.
RIP -RAP DOWN TOE OF SLOPE
Z/ro O�
DELTA
= 0' 11' 21
TO NEW CHANNEL
(20 SQ. YD.)
REBECCA M. WALKER &
VNEW
1,ro
RADIUS
= 23,102.31'
4) CONSTRUCT THE PROPOSED WET POND ACCORDING TO SECTION
38 LF 15" RCP
NOTE 1:
RECORD MEASUREMENTS ARE SHOWN
CHARLES L. HINTON, 111
SWALE O 1.00X MIN.
3:1 SIDE SLOPES MAX.
LENGTH
= 76.32'
1 0.4, PAGE 10-20 OF THE NORTH CAROLINA STORMWATER BMP
0 o.a2z
IN PARENTHESIS
DB 585, P 687
SOLID SOD REO'D (242 SQ YD)
EX, DDT
CHORD
= 76.32'
MANUAL, JULY 2007.
24 SQ YD RIP -RAP
NOTE 2:
REQ'D ,
ABOVE GROUND FUEL OIL TANK
ZONED C-1
Q-10- 4 CFS
22..416 FT/SEC
/4EC
R/W
MONUMENT
BEARING
= S 454'56"
�,5) WET POND, WILL REQUIRE A CLAY LINER. LINER IS TO 6E.o
Q-10- ',�. I CFS
'"
ENCLOSED WITH ARBOR
18 SY RIP -RAP REQ'D
H-10-
•
E
CURVE
TO THE LEFT
CONSTRUCTED IN C-," LIFTS COMPACTED TO 100% PROCTOR DENSITY.
V-10- z.0 FT/SEC
--' p NOTE 3:
ROOF DRAINS ARE UNDERGROUND
IA- 7 FT
UPON COMPLETION OF LINER, CONTRACTOR SHALL SUBMIT TO THE
?»
-OUTLET UNKNOWN
D-50- 2.5
D-MAX- 5'
ENGINEER OF RECORD HYDRAULIC CONDUCTIVITY TEST RESULTS
" NOTE 4•
THIS SURVEY WAS PERFORMED WITHOUT
DEPTH- 6"
SHOWING A MAXIMUM OF 0.01 IN/HIT INFILTRATION RATE THROUGH
;\ THE BENEFIT OF A TITLE REPORT THE COMPACTED CLAY LINER. THE GRADES SHOWN ON THIS PLAN
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION WDOWELL & ASSOCIATES, P.A.
v NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET Ale POST OFFICE BOX 391
NOTE 7: THE PROPERTY SHOWN HEREON IS ENGINEERS 1715 WEEKSVILLE ROAD
Y N C 27909
ARE TO TOP OF THE COMPACTED CLAY LAYER. 5UBGRADE
` ELEVATIONS WILL NEED TO BE ADJUSTED TO ACCOUNT FOR THE
v REQUIRED LINER COMPACTION. 451TE ASSUMES NO RESPONSIBILITY
FOR THE INCORRECT CONSTRUCTION/TE5TING OF THE CLAY LINER.
GRADING AND.DRAINAGE PLAN .SCALE: 1 "= 30 t 08102110
LOCATED IN FLOOD ZONE 'X' PER ELIZABETH CIT , 0 30 80 90
FIRM PANEL 3720 7988 00 J SURVEYORS PHONE [phone] SHEET 1OF1
DATED 10/5/04. FAX [phone]
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ILf88-1
ME
80
80
15
2:7�
27
10
2
"6 .
70
68
1 10
110
82
17
I'f,.�i30'
36
11
2
FL6WQj
42
K6E
90
64
11
18
M36-_
56
13
2.5
Ffl,0_01
"
7
140
85
13
23
I URTS
82
15
2.5
UVOIJEWT,
RM
160
75
10
0
196E
14r
260
120
19
<, w i48i
120
ZO
2.5
0jCjP
Is5$
ME-
220
85
12
20
PERMANENT RIP -RAP OUTLET PROTECTION
TEMPORARY SILT FENCE NUI IV ,UALt
C9 NOT TO SCALE
TEMPORARY
CONSTRUCTION ENTRANCE
C9 NOT TO SCALE
J
3/4 INCH GRAVEL CONTAINED IN PERVIOUS .
BURLAP BAGS OR SYNTHETIC NET BAGS
(1/8 INCH MESH) APPROXIMATELY 24 INCHES
LONG, 12 WIDE AND 6 INCHES HIGH
GRAVEL FILTER BAGS CAN BE
A SINGLE OR DOUBLE LAYER.
PLACE GRAVEL FILTER BAGS SUCH
THAT NO GAPS ARE EVIDENT
IF A DOUBLE LAYER OF GRAVEL
FILTER BAGS ARE USED. THE TOP
BAGS MUST BE PLACED SUCH THAT
NO GAPS ARE EVIDENT WITH THE
LOWER LAYER OF BAGS.
PLACE GRAVEL FILTER BAGS SUCH
THAT NO GAPS ARE EVIDENT.
Filter `Cloth
l
12" of NCDOT #5 or #57
washed stone
Class B Rlprop _ 110
1.5' min.
9" min i
Plan View
•1.5'-1
4to 6'
Cross -Section View
c?l
rimer aomn
L = The distance such that points
A and B are of equal elevation
16.1­11:=l,t\ LitAIVI Ort_XUIIVh
1
2' max. at
TEMPORARY GRAVEL FILTER
BAGS ON PAVEMENT FOR 6 TEMPORARY CHECK DAM
INLET PROTECTION C9 NOT TO SCALE
NOT TO SCALE
I
I:.,'�I S�s�dtl+�. •hi e� ��I$r�t' � ,:. r s . fK. ...
tT J Y I
t �m
.., .
Class B RP
Sa� �-x'♦ S� PItInvert,l36'
w Flow
Flow fr3 aR,,1 —0
14 j
r ; ta.� �1 ,, �� 4�FI�i '1 IL �I 14 t��� � 9 •
�X'k + �dl Itl �"VW •I •GI'i
P i la 1 }
r`A. yr� l tl
l .Y•nyyy�yL
Natural Ground
Riprop Headwall, 1' min
l 31 height from road shoulder
�
A IpHGer
Y�y
v 4 o t t( r ik1 1 a,14 u h 1, t k l.I rv.P.0 Fe 4 ®� h�Y
Figure 6.55a Rock pipe inlet protection plan view and cross-section view
TEMPORARY ROCK
PIPE INLET PROTECTION
NOT TO SCALE
EROSION CONTROL DETAILS
SHEET IOFI
T
C Ot
rn '} c
c &
C OS C
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a
o
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lye•\Wtto
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N
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In
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m Uj Q 0 W J O m
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� w I I�olo=v3o
a�Ii I ooU won
M
o�
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Z t',i Z
m a ~
O N N

NOTE:
TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
DISTANCE OF 10 FEET.
D
CONTRACTION JOINTS REQ'D AT 10' O.C.
4
tL
MAX., AND 1/2" EXP. JOINTS REQ'D AT
0
0
50' O.C. MAX. (PER CITY OF HUNTSVILLE
bc
STD. SPEC'S FOR CONSTR. PROJECTS)
cwi
LIE
6' 11
18"
1
1 \2"
24 IN STATE R-O-W c�
0
w
z , .� e
7
M
e
m rnrn � —gym—m rrT m—rr= I I= --
1=1
6. SEE TYPICAL PAVEMENT
EXTEND BASE SECTION FOR REQUIREMENTS
6" BEYOND
BACK OF CURB
E PU Ikh & GUTTER
C 1 0 NOT TO SCALE
NOTE: TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
DISTANCE OF 10 FEET.
D CONTRACTION JOINTS REQ'D AT 10' O.C.
LL MAX., AND 1/2" EXP. JOINTS REQ'D AT
0 0 50' O.C. MAX. (PER CITY OF HUNTSVILLE
le w STD. SPEC'S FOR CONSTR. PROJECTS)
6" 18"
1 1\2" 24 IN STATE R-O-W c�
0
w
z ,
N
n v
_fli_
6"
EXTEND BASE
6" BEYOND
BACK OF CURB
SEE TYPICAL PAVEMENT
SECTION FOR REQUIREMENTS
STAN DAR D
CURB & GUTTER
C, O NOT TO SCALE _
ADA DETECTABLE
WARNING TRUNCATED
DOMES
#t 4gNISf1YAk
rN
i
• FACE OF CURB -
5'-0" PLAN ° 5'-0FACE OF CURB'
TRANSITION I RAMP ITRANsmTNl
SIDEWALK RAMP "B'
C1 NOT TO SCALE
SEE PLANS
LIGHT BRO STROKES
FINISH (TYP
'a 1/4" PER FT.
SEE DETAIL 9, FOR
EXPANSION JOINTT RE REQ'TS —
CONCRETE SID
8 TURN -DOWN C
C L 0)NOT TO SCALE
® 18"x1B" SIGN
.■ WHITE H'CAP SYMBOL
+7'—
BLUE BACKGROUND
REQ'D AT ALL
H'CAP SPACES HANDICAPPED
1" HIGH WHITE
LETTERS (TYP)
PARKING ONLY
18"x8" SIGN
VAN
WHERE NOTED ON PLANS
BLUE BACKGROUND
ACCESSIBLE
+5'-0
SET SIGN POST IN CONCRETE (,TYP)
TO A MINIMUM DEPTH OF 3'-0'. USE
ELEVATION ABOVE
"U-TYPE" FLANGED STEEL SECTIONS FOR
FINISHED PVMT. (TYP)
FOR SIGN POST (PER ALDOT SPEC'S).
FABRICATE SIGN PANELS OF 16 GA.
OR .063 ALUMINUM.
WCAP SIGN
DETAIL
VAN ACCESSIBLE
77.Y�i�/i .
1 2 33 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROC'TOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
1 2 3 44
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
Oi 168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2006
OF SPECIFICATIONS.
O168 LBS./S.Y. (1-1/2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, 1-19.00, NCDOT 2006
OF SPECIFICATIONS.
O3 0.04 - 0.08 GAL./S.Y. TACK COAT AS REQ'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2006 SPECIFICATIONS.
O6" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1010. 100% COMPACTION REQ'D.
224 LBS./S.Y. (2") BITUMINOUS CONCRETE Ot
SURFACE COURSE, REF. 610, S-9.5C, NCDOT 2006
OF SPECIFICATIONS.
O2 224 LBS./S.Y. (2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, 1-19.00, NCDOT 2006
OF SPECIFICATIONS.
O3 0.04 - 0.08 GAL./S.Y. TACK COAT AS REQ'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2006 SPECIFICATIONS.
OB" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED
SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT
2006. ALL MATERIALS SHALL BE IN ACCORDANCE WITH SECTION
1010. 100% COMPACTION REQ'D.
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
NOTE: CONTRACTION JOINTS SHALL BE
SPACED AT "W (MAX) CENTER TO
CENTER, AND SHALL BE FORMED USING
PLASTIC OR HARDBOARD PREFORMED
STRIPS (1/3 DEPTH OF SLAB) PLACED
IN THE SIDEWALK AND CURB AT THE
TIME OF CONSTRUCTION, OR BY SAWCUTTING
THE SIDEWALK AND CURB TO 1/3 DEPTH
WITHIN 12 HOURS AFTER CONSTRUCTION.
MATCH LOCATION OF JOINTS IN PAVEMENT
WHERE POSSIBLE.
JOINT SEALING SEE PAVEMENT SECTION
COMPOUND (TYP) /FOR
REQUIREMENTS.
1/2" PRE -MOLDED JOINT FILLER
REWD BETWEEN CURB k CONC.
PVMT. (TYP)
EWALK &
SI
SI
NOTE: ALL DISTURBED AREAS SHALL BE
STABILIZED ACCORDING TO THE
SEEDING NOTES do CONST. PLANS.
SIDE SLOPES ARE TO CONFORM
TO GRADING PLAN WHEN
APPLICABLE
s 1, MICAL SWALE"
(`� o NOT TO SCALE
�MOUND BACKFILL
TO ALLOW FOR
SETTLEMENT FINISHED PAVEMENT
SLOPE AS REQUIRED • ' :o ; ° • . ° ASPHALT PAVING
TO MEET OSHA REGULATIONS.
DENSE GRADED BASE
COMPACTED SOIL IN 12 INCH nd MATERIAL AS REO'D
LAYERS TO 85% STANDARD c n BY STREET SECTION
PROCTOR DENSITY. a
COMPACT THIS PORTION OF TRENCH a. DENSE GRADED BASE
III N WITH HAND HELD MECHANICAL TAMPERS A
d
ALDOT NO. 78 ALDOT NO. 78
STONE OR SELECT CRUSHED STONE
0 BACKFILL FROM L
O QQ� EXCAVATION. QQ�
WORK MATERIAL AROUND PIPE.
c
.d
1'-O" BELL DIA. 1'-D"
1'-0" BELL DIA. 1'-0" MIN. OF PIPE MIN.
MIN. OF PIPE MIN. -
STORM SEWER IN NON -TRAFFIC AREAS METHOD "B" STORM SEWERS IN PROPOSED
TRAFFIC AREAS OR WITHIN STREET RIGHTS -OF -WAY
STORM SEWER PIPE BEDDING
C10 NOT TO SCALE
NOTE: SPACE
EXPANSION JOINTS
5/16" NON -SAG URETHANE JOINT
—I 1— AT 50' (MAX.) EACH SEALANT (1/2"xl-)
SILICONE SEAL WAY AND WHERE SLAB
1/2" TERMINATES AGAINST 3/4" THICK CORK OR
e SAWCUT TO 1/3 DEPTH A RIGD OBJECT. BITUMINOUS EXPANSION
\ OF SLAB WITHIN 12 HOURS N JOINT FILLER ALONG WALL
OF CONSTRUCTION. AND FOOTING
e a G.
I:
♦
9"
METAL CAP (INSIDE
SPACE CONTRACTION JOINTS AT LUBRICATED)
15' O.C. MAX. EACH WAY. 3/4"0 PLANE ROLLED STEEL DOWEL
18" LONG (MIN.) O 12" O.C.
CONTRACTION JOINT DETAIL DOWE LS SE REDTO BE WALL INSTALLED
AL ED PARALLEL
BLY
BRACED BEFORE POURING CONCRETE
EXPANSION JOINT DETAIL
CONCRETE PAVEMENT
fc- 4000 psi MIN.(28 DAYS) WWF 4"x4" W4xW4 (4 GA)
MIN. CONC. FLEXURAL STRENGHT 650 PSI REINFORCING
SLUMP- 4" MAX. SEE SITE PLAN FOR LOCATION
c ! e
�p--x—.x-r�x=�x—x=�x♦�« k`�x xd e'x�t�
d ♦ • •e
.. ... .i :... Q
6" THICK DENSE GRADED BASE
TIE SLOPES
(TYP) CONCRETE PAVEMENT DETAILS
,o
C l 0 I NOT TO SCALE
0' OUTSIDE 2'-0"
I DIAMETER
O
�c
B" MIN. DEPTH
O
OF TURN -DOWN
EDGE TYPICAL
NOTE: USE 3/4" CHAMFER
ON ALL EXPOSED CONCRETE
EDGES.
ELEVATION
SINGLE PIPE
rn
c
rn rn
c
�
d �
a.�
NO
O N
to,
L uto°'
J �
Q
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m
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N
r
o
rl
n
Z.
0..a'
o
//"O n r I1>> ��`�•
NO
^I
OC
W q �zo
FILL SLOPE W
3/4 CHAMFER (TYPICAL) O
H
2 0
CLR. \� 2 1/2" CLR.
4"
4° \ 2'-0 F 1
0
3
o
O
z
OWWF 4x4-W2.9xW2.9 /\ io
TURN INTO TURN -DOWN .. V ^% ^
EDGES. X
3" CLR.
(TYP) r8__
3(TYP)SECTIOd
CONCRETE SLOPE PAVED ENDWALL
NOT TO SCALE
CONSTRUCTION DETAILS
SHEET 1OFI
N
O
N
5
w
Lu
m N
in Ld Q
B O O wj O m
z _O
IwNYOZM
x Lj
I �alo=�30
0 E
1 OOU ADO
t-

20
15
10
5
20
15
10
—0+50 0+00 1+00 2+00 2+50
WET POND CROSS-SECTION 1
c11 H: 1"=20' V: 1" = 2'
T
TOP OF DAM ELEV. = 16.00 OP OF BOX ELEV. = 15.50
„
20
15
10
5
It
1
(o o
000!
ri
—0+50 0+00
2 WET POND CROSS-
11 H: 1 "=20' V: 1 " = 2'
1+00
20
4 t a
.............
— — — — — — __. I I+8" 14'
I d
N
aI
I T a
s
15 Ad a
'-0"
1�
15" RCP I.E. OUT = 13.25
SIDE VIEW PLAN
E�
5
1+50
TOF
DAM: 1
r4t.W UUNUKtlt PIPE FROM WIER BOX
I.E. ® CL OF SPILLWAY: 13.17
EMERGENCY SPILLWAY DETAIL
ZR'ASH-SCREEN­ RfiEQ'D FOR
ALL OPENINGS, EMBEDDED INTO CONC.
(1" OPENINGS GALV. WELDED 16 GA.
HARDWARE CLOTH) EXTEND SCREEN
2" PAST EDGES OF WEIR
P OF
M: 16.65
WET POND CONSTRUCTION NOTES:
I ) ALL PLANT MATERIAL SPECIFIED FOR THE WET POND VEGETATED
SHELF SHALL BE INSTALLED FROM APRIL TO MID JUNE.
CONSTRUCT THE PROPOSED WET POND ACCORDING TO SECTION
10.4, PAGE 10-20 OF THE NORTH CAROLINA STORMWATER BMP
MANUAL, JULY 2007.
31 WET POND WILL REQUIRE A CLAY'UNER. „LINER 15 TO BE
CONSTRUCTED IN G" LIFTS COMPACTED TO 1 00% PROCTOR DENSITY.
UPON COMPLETION OF LINER, CONTRACTOR SHALL SUBMIT TO THE
ENGINEER OF RECORD HYDRAULIC CONDUCTIVITY TEST RESULTS
SHOWING A MAXIMUM OF 0.01 IN/HP INFILTRATION RATE THROUGH
THE COMPACTED CLAY LINER. THE GRADES SHOWN ON THIS PLAN
ARE TO TOP OF THE COMPACTED CLAY LAYER. 5UBGRADE
ELEVATIONS WILL NEED TO BE ADJUSTED TO ACCOUNT FOR THE
REQUIRED LINER COMPACTION. 4517E ASSUMES NO RESPONSIBILITY
FOR THE INCORRECT CON5TRUCTION/TE5TING OF THE CLAY LINER.
4fWETPOND VEGETATED SHELF SHALL REQUIRE A MINIMUM OF 12".'"'
+OF TOPSOIL ABOVE COMPACTED CLAY LINER, 5UBGRADE
ELEVATIONS NEED TO BE ADJUSTED TO ACCOUNT FOR THE REQUIRED
1 2" THICKNESS OF TOPSOIL.
SCH 40 PVC THREADED CAP °� a
FOR MAINTENANCE ACCESS °
(SOLID NO HOLE REQ'D)
a "
SCH 40 PVC I
TEE
6" SCH 40 PVC I 4'-0"
W/ THREADED CAP AT END
6" MIN. ERONT VIEW
1.5 "DIA. HOLEy,CUT..INTO.-CAF'`
I.E." = 13.00
4'-0"
1 -1 "
[l
OPENING (SEE PLAN)
2" CLR
STEPS _, (TYP)
TYP
-3 QX\-�
x 5
n
SLOPE BOTTOM W/
i" LAP GROUT AS NEEDED
TYp) TO DRAIN
5'-4"
SECTION "A" —"A"
PROVIDE 24"
TOP OF BOX ELEV. = 15.50
OVERFLOW WEIR,.iir
0.75 FT X 0.80 FT
d a 4lELEV,. _,; 14.22.4
0 .. ' •
°
8"^ PVC I.E. 13.50;�'�4oft1w. AVA
� BOTTOM OF BOX ELEV. = 13.00
DIAMETER FRAME NOTES
& LID FOR ACCESS 1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL
DEVELOP A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI IN 28 DAYS.
2. REINFORCING SHALL BE INTERMEDIATE GRADE (GRADE 60)
DEFORMED BARS AND SHALL CONFORM TO THE
O REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR BILLET STEEL CONCRETE REINFORCEMENT
BARS, ASTM A-15 AND DEFORMATIONS CONFORMING
TO ASTM A-305.
3. STEPS ARE REQUIRED ON ALL INLET BOXES
WHEN DIMENSION FROM BOTTOM SLAB FLOW LINE
Z TO TOP OF TOP SLAB IS GREATER THAN 4'-0".
a 4. WHEN BRICK CONSTRUCTION IS USED, WALLS SHALL BE 8"
w BRICK WHEN H < 5% USE 12" BRICK WHEN H > 5', WITH
m 1/2" THICK MORTAR ON BOTH SIDES.
WET POND DETAILS
SHEET IOF1
C
aU
O
3a 'u •�i 3m
co
N O
004
Lo-7
W
"' °i
J M
Q �
(D
Q
N
> x
N �
r
O
c
C
7
N
• N
—
a)-
0 �j
Nro
N
U
N
N�
N
Z
> N
Y C
a o
E
Y 1;`
41.
vi
Lo
rl
6
Z
ui
w j w
fN
r° aom Q
mJ� I W NY(7Zm
Z
ogol U O VIZILLJ Q O
omlz I o o 0 --ion.
M
M
O
I
0
o
ri
z
Q
o
z
w
¢J
z
r
0
N
� V

O
S
m
EX. DOT
R/N
I IMONUMENT
O
m
NEW SWALE 7 SY RIP -RAP REQ'D .3
O 1.00% MIN. 0-10- 2 CFS CIV
10:1 SIDE SLOPES MAX. LA- 7 FT v o�
I' I Q-10- 3.2 CFS MOSES R. WHITE, III D-�` 2'5" �o
1 V-10- 1.76 FT/SEC D-MAX- 5 v
v \ HGL DEPTH- 0.43 FT / DB 585, P 687 DEPTH- 6" Poe
EX. 1'
TOP OF DAM 16.65 I STONE CHECK
ZONED A-1 / // DAM REQ'D PINCHED
jI 1 R XI 1 \ / / / N 33 2 '1 OQ' E 484,63'- - - / (TYP)/ PIPE I /
I I /
x 16.65 1 21'00" E) (484 93) - - 17.5" NEIILElPow (MAINTAINED BY R)
FG .5 / le- F FG p
/ I o
TEMP SILT / I I x LAND 16.5 17 1 .25 F�"oe S 44.2T
FENCE (TYP) / 16 A �i ��r 15, ( EX ILARE
S-400 00. / E D SECT ON
FG STONE CHECK \ --- _ _-/ 44.23' 1 I. .: 14.4 ci
oa
18.85� ( )
/ �,16.6 \ DAM REQ'D ALK FG
" SEE NOTE N0. 5 UNDER // cn
(TYP) 17.85 �7.15 6 0 / I MONUME /
NCDENR GENERAL NOTES' I\ 15' STONE CHECK \
FOR POND CONSTRUCTION �I %
I 9� I ST RED
REQUIREMENTS I / � DAM REQ'D \ �. � " 4iFtil CE 1 . - - � - 5310
Be
18.70
18.30
1-1
18 1 or-
/ x
/0
\
Be HP CO 00�
l FG
•"J
ro ti 1 \ I I \ X / ' \ ZONED -1 18.60 FG ec Bees 2s m` I I �)
I % ' FFE: 18.75 1e.io nso7 5 1816.7s I V I I
13.5 - I / TEMP SILT
a 111111 "
TOP OF DAM 16.65 J I 9 V I FENCE (TYP) /' •� A v ( I I I I
- o
s's / % i / it .• ... .. i \ 1 ` �I; E-WALL
FG o I I.E.: 14.00
16.6
CONCRETE
!n \ c + I
4
o
FG ELEV - 14.70 64 LF 13.5" X 22" RCAP
EMERGENCY SPILLWAY
(SEE DETAIL) II P
► \ ' , ' .. �\ I 1 s5
- - y \ ) II
O \� X _ , «..;��• �1 5 \ 1i / EX. O R/W 11{ \ I II O 1.56%
TEMP SILT / I, I y \y 16. � 1 MO ENT I I F i LP I 1
FENCE (TYP) '/FG LP
I.E.: 13.00
STONE CHECK E-WALL ri _ 75 TEMP SILT �6 k f
OREQ'D / / I.E.: 13.10 10 11 12 I 1$ 5 �8 • 16.75// - l \ FENCE (TYP)• py4 i I j '1
/
16
/ G ,
5 G LDJDITCH
FG _ _ FG 476.4T (476.49') 5.5 P HED / ► I
WILLIAM F. EX. 16.65 S 3320'4 " W (S 33 2'00" W) 16.65
ASBURN, Jr. RRI 16.65 CONCRETE WEIR BOX FG ,
ZONED A-1 SEE DETAIL THIS SHEET 16.65 22 SY RIP -RAP READ PI
FOR SPECIFICATIONS TOP OF DAM - 16.65
TEMP SILT
FENCE (TYP)
RIP -RAP DOWN TOE OF SLOPE
TO NEW CHANNEL (20 SQ. YD.)
38 Lf 15" RCP O 0.42% NOTE 1: RECORD MEASUREMENTS ARE SHOWN
IN PARENTHESIS
24 SQ YD RIP -RAP REQ'D NOTE 2: ABOVE GROUND FUEL OIL TANK
Q-10- 4.9 CFS ENCLOSED WITH ARBOR
V-10- 2.0 FT/SEC NOTE 3: ROOF DRAINS ARE UNDERGROUND
-OUTLET UNKNOWN
NOTE 4: THIS SURVEY WAS PERFORMED WITHOUT
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT
THE BENEFIT OF SUBSURFACE UTILITY
LOCATION
NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET
NOTE 7: THE PROPERTY SHOWN HEREON IS
LOCATED IN FLOOD ZONE 'X' PER
FIRM PANEL 3720 7988 00 J
DATED 1015104.
`-STONE CHECK
DAM REQ'D
(TYP)
REBECCA M. WALKER &
CHARLES L. HINTON, III
DB 585, P 687
ZONED C-1
18 SY RIP -RAP REQ'D
LA- 7 FT
-D-50- 2.5"
D-MAX- 5"
DEPTH- 6"
Q-10- 3.6 CFS WOODS P SILT
LA- 7 FT E (TYP)
-D-50- 2.5" // 9 O
DDEPTH- 8' Sf6,ti1 0� CU TA m
96� DELTA = 11' 21"
NEW SWALE O 1.009 MIN.
3:1 SIDE SLOPES MAX.
SOLID SOD REQ'D (242 SQ YD) EX, DOT
0-10- 4 CFS R/W
V-10- 2.46 FT/SEC MONUMENT
HGL DEPTH- 0.74 FT
RADIUS
= 2 02.31'
LENGTH
= 76.
CHORD
= 76.32
BEARING
= S 4 54' "
E
CURVE
TO THE LEFT
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
J%lcMCDOWELL & ASSOCIATES, P.A.
POST OFFICE BOX 391
ENGINEERS 1715 WEEKSVILLE ROAD
ELIZABETH CITY, N,C, 27909
SURVEYORS PHONE [phone]
FAX [phone]
N 5725'04" W 2320.06'
TO NCGS MONUMENT
'MORGAN 7978'
N 981,308.37 FT
E Z779,981.70 FT
NAD 83186
S 60'14'10" E 830.17'
TO NCHC MONUMENT
19 LB 10 1976"
N 980,009.92 FT
E Z 782, 850. 73 FT
NAD 83188
-ELEVATION 14.54 FT_
NAVD 88
NO CONSTRUCTION TRAFFIC
ALLOWED UNLESS TEMPORARY
CONSTRUCTION ENTRANCE IS
CONSTRUCTED AND MAINTAINED
FOR THIS ENTRANCE
POST DEVELOPED BASIN MAP
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DB 585, P 687 EX. I'
ZONED A-1 // PINCHED
I X• N 33'21'09" E 484.63_ - / PIPE
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10' SIDE BUILDING SETBACK (N 3371'00- E) (48493) P/), HEDGEROW (MAINTAINED BY AdJOINER)
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APPROXIMATE DRAINFIELD �y1 II
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3322'00" W) 476.47' (476.49')
S 33 20'48 h
W (S PINX.CHED I I tt
S
PIPE
NOTE 1: RECORD MEASUREMENTS ARE SHOWN
IN PARENTHESIS
NOTE 2: ABOVE GROUND FUEL OIL TANK
ENCLOSED WITH ARBOR
NOTE 3: ROOF DRAINS ARE UNDERGROUND
-OUTLET UNKNOWN
NOTE 4: THIS SURVEY WAS PERFORMED WITHOUT
THE BENEFIT OF A TITLE REPORT
NOTE 5: THIS SURVEY WAS PERFOMED WITHOUT
THE BENEFIT OF SUBSURFACE UTILITY
LOCA TION
NOTE 6: ERROR OF CLOSURE OF RECORD
DESCRIP- TION IS 0.18 FEET
NOTE 7: THE PROPERTY SHOWN HEREON IS
LOCATED IN FLOOD ZONE 'X' PER
FIRM PANEL 3720 7988 00 J
DATED 1015104.
REBECCA M. WALKER &
CHARLES L. HINTON, III
DB 585, P 687
ZONED C-1
TOPOGRAPHIC & BOUNDARY INFORMATION PROVIDED BY:
4110 WDOWELL & ASSOCIATES, P.A.
POST OFFICE BOX 391
ENGINEERS 1715 WEEKSVILLE ROAD
ELIZABETH CITY, N.C. 27909
0 SURVEYORS PHONE [phone]
FAX [phone]
EX, DOT
R/W
MONUMENT
CURVE RITA
DELTA
= 0' 11' 21"
RADIUS
= 23,102.31'
LENGTH
= 76.32'
CHORD
= 76.32'
BEARING
= S 4'54'56"
E
CURVE
TO THE LEFT
0
m
•) 111;+
N 5725'04" W 2320.06'
TO NCGS MONUMENT
'MORGAN 1978'
N 981.308.37 FT
E 2,779,981.10 FT
NAD 83186
S 6014'10" E 830.17'
TO NCHC MONUMENT
19 LB 10 1976"
N 980 009.92 FT
E Z78Z850.73 FT
NAD 83186
ELEVATION 14.54 FT
NAVE) 88
-PRE-DEVELOPED., BASIN MAP / 08102110
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PLANT SCHEDULE _ LANDSCAPE NOTES
TREES CITY BOTANICAL NAME/COMMON NAME CONT CAL 51ZE 1. Contractor is responsible for the location of underground utilities on the site. Repair damaged utilities to owner's � 1 4
PIN TAE B 2 PINUS TAEDA/ LOBLOLLY PINE BI2"CAL G' MIN. Satisfaction at n0 additional Cost.
TREE AS SPECIFIED. c o v L y r
PLA OCC 4 PLATANU5 OCCIDENTALI5 / AMERICAN SYCAMORE B d B 2"CAL 8' - 10' MIN. o n
2. Verify quantities on plans before pricing work and provide plant material in sizes and varieties shown on the drawings and plant Cq o C3
QUE GRE 17 QUERCU5 PALU5TRI5 'GREEN PILLAR' / GREEN PILLAR OAK B t B 2"CAL 10' - 12' list. "CINCH -TIE, "GRO-STRAIT', OR EQUAL FLEXIBLE RUBBER TREE
QUE HIG 34 QUERCUS PHELLOS ' HIGHTOWER' /WILLOW OAK B 4 B 2"CAL TIES IN FIGURE EIGHT FASHION. LU M of
3. All plant material shall be guaranteed one full year, free replacement. W ATTACH To STAKE WITH TWO a
UJ
w GALVANIZED ROOFING NAILS. �
FLOWERING TREES CITY BOTANICAL NAME / COMMON NAME CONT CAL 51ZE F w Q COP GLO 64 GORNUS MAS 'GOLDEN GLORY' /GOLDEN GLORY CORNELIAN CHERRY B It BB I "CAL I1 2-I 5' H 4. Sod all areas according t0 landscape plan and seed all Others. _ X 2" DIADET R LODAKEOL SET > o
5HRUB5 CITY BOTANICAL NAME / COMMON NAME CONT FIELD2 0 PERPENDICULAR To PREVAILINGF�w
Q
EUO JAP 1 7 EUONYMUS JAPONICU5 / JAPANESE EVERGREEN EUONYMUS 3 GAL 24" 5. Landscape architect may Or may not at his/her discretion accept substitutions. LO 00 WIND, _
Q I � • N
ILE 5T3 180 ILEX CRENATA 'STOKES' / JAPANESE HOLLY 2 GAL 101, 6. Provide freshly dug trees and shrubs. Do not use naturally collected materials. L • I REMOVE NURSERY STAKE BY THE ��� tZ N
N END OF MAINTENANCE. O V)
MAG HEN 18 MAGNOLIA VIRGINIANA 'HENRY HICKS' /SWEET BAY 3 GAL G' MIN. LO
7. Plant material stored on the site more than 8 hours prior to planting shall be healed in with mulch and kept moist. I
ai
VIB BEW 114 VIBURNUM TINUS 'BEWLEY'5 VARIEGATED- / BEWLEY'S VARIEGATED VIBURNUM 3 GAL G' MIN. N
- 8. Install all plant materials in accordance with all local codes and ordinances. I I— — I,,•�• Z Y
-� I —III —I ROOT I I-d 11—I 11- a o
GROUND GONERS CITY BOTANICAL NAME /COMMON NAME CONT -III BALL III— I ° °'
9. Stake plant locations for BACKFILL PLANTING AS PER approval by landscape architect before installation. Adjust stake locations as directed. z c
PLANTING DETAIL. E
G7G HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT I GAL@ 24" OC 10. All plants shall meet specifications. Rootballs shall meet Or exceed size standards set forth in ANSI 260.1 , 'American Standard n AVOID DAMAGE TO THE ROOT a
BALL WITH THE SUPPORT STAKES.
for Nursery Stock'. Main leaders of all trees shall remain intact. vi
LANDSCAPE 51TE REQUIREMENTS: 1 1 . Mulch plant pits and planting beds with specified mulch to a depth of 3 inches. STAKING DETAIL LID
30' STREET YARD BUFFER- 70' LANDSCAPE PARKING AREAS: 12. Prepare all topsoil to be used in GROUND COVER planting areas in the following proportions: SET ROOTBALL CROWN 1 1/2" HIGHER
REQUIRED: 1 .5 CANOPY TREES REQUIRED: -30% OF PARKING AREA THAN THE SURROUNDING FINISHED \NN\
SHRUBS SHALL BE COVERED WITHIN 4 arts t0 SOII GRADE. SLOPE BACKFILL AWAY FROM �J���P;. • • • �j��i�
PROVIDED: 4 CANOPY TREES 15 YEARS OF PLANING. P P ROOTBALL FOR POSITIVE DRAINAGE. Av •' • .�
_L
18 SHRUBS CANOPY TREE IN EACH 2 parts decomposed organic matter PLANTING AT PLANTING AT
ISLAND _ 4 :�°� N z• v
435 GROUNDCOVER 1 part approved soil amendment TURF AREAS. SHRUB AREAS. :Nw N o
PROVIDED: 17 CANOPY TREES FOR 1 part mychorizae fungi per manufacturer Spec S KEEP TURF CLEAR FOR A 18" % y
KEEP. MULCH 6" - 8"
30' LANDSCAPE BUFFER A RADIUS CIRCLE AROUND THE i� d
PARKING AREAS FROM BASE OF TREE. d • , �; ��
REQUIRED: 13 CANOPYTREES 53% PARKING AREA COVERAGE 1 3. Remove from Site an lant material which turns brown or defoliates Within 5 da s after lantin Re lace immediate) with TREE. MULCH WITH A 3" THICK
y P y P g' P y LAYER OF SHREDDED BARK. MULCH WATER WELL
22 UNDER5TORY TREES
IN 15 YEARS OF PLANTING. approved specified plant material. AREA TO 3" DEPTH. ��//1111111
105 5HRUB5 i RECESS TURF AREA 6" HIGH WATER
PROVIDED: 13 CANOPY TREES 1" TO ALLOW FOR MULCH. WELL AT SHRUB
23 UNDER5TORYTREES 14. When landscape work is complete, landscape architect will, upon request make an inspection to determine acceptability. AREAS. C
1 14 SHRUBS FINISHED GRADE FINISHED GRADE
15. Maintain all plant material until the job is accepted in full by the landscape architect unless otherwise specified. AT LAwN. — — �I I II I Ar sHRUBS.
30' LANDSCAPE BUFFER B 30' LANDSCAPE BUFFER C
REQUIRED: 8 CANOPY TREES REQUIRED: 13 CANOPY TREES
16. Locate plant material prior to submitting bid or qualify bid with r o __ — 1
13 UNDERSTORYTREES 22 UNDERSTORYTREES P P 9 � q Y th recommended plant substitutions. Submission of bid shall + �mm m .III —I —III—III—III— W
G4 SHRUBS 108 5HRUBS constitute contractors acceptance of plant availability. -J In`t m o —� I I-, ROOTBALL ,� I I= I I1- O
PROVIDED: 8 CANOPY TREES PROVIDED: 13 CANOPY TREES ¢ `V `0
1 G UNDER5TORYTREE5 24 UNOER5TORY TREES 17. All trees will be mulched, and be staked as Shown on drawings. Stakes and guy wire to be removed by and remain the o a a a a
G5 SHRUBS 1 12 SHRUBS property Of the Contractor. 10? mw,o o PLANT TABLETS AS O
PI c,4 cN r3 NOTED OR SPEICIFIED.
I � •ov I �
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114)VIB BEW MOSES R. WHITE, III M NOTESILL ANDI SPECIFICATIONS.
32" AT 15 GALLON SPE2X ROOTBALL NATIVE SOIL MIX ~ U
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DB 585, P 687 48" AT 24" BOX FIRMLY COMPACTED. W
23)COP, GLO FLA OCC(4)� 60" AT 30" BOX/7 d rCl
72" AT 36" BOX Q
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'WE7 POND VEGETATIVE SHELF
�„LANDSGAPE REQUIREMENTS.
2922 SO FT. VEG. SHELF
6" ABOVE & 6" BELOW WATER
S66 4" SHALLOW LAND PLANTS
(122) OF, 3 DIFF. VARIETIESO
366 4"SHALLOW WATER PLANTS
I. (122) OF 3,•DIFF. VARIETIES'
\ �4800 S FJ�, (I)COP GLO
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WILLIAM F. ILE 5T3(3)
ASBURN, Jr. COP GLO(24)
Q11 EHIGN3) ILE 5T3(112
NOTE: VEGETATIVE SHELF 15 TOBE LANDSCAPED WITH 4" HERBACIOUS PLANTS."
PLANT MATERIALS ARE TO BE SELECTED FROM THE NORTH CAR,OLIAA
�)TORMWATER BMP MANUAL, SECTION 9, PAGE 9-.19.,;�
REBECCA M. WALKER &
CHARLES L. HINTON, III
DB 585, P 687
(97)HYP
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'TREE SINGLE STAKE PLANTING ~^
329343-16-03
1
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WATER WELL: SET ROOTBALL CROWN
4" HIGH AT SHRUB, 1 " HIGHER O
NO WATER WELL THAN SURROUNDING
AT LAWN AREA. FINISHED GRADE. ^
SLOPE FINISHED GRADE O
AT BACKFILL AWAY FROM
ROOTBALL141� ^
MULCH TO 2" DEPTH
AT WATER WELL.
crn., r-FINISHED GRADE.
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PLANT TABLETS AS NOTED
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OR SPEICIFIED.
Q
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BACKFILL MIX, SEE NOTES
°DEN
AND SPECIFICATIONS.
NATIVE SOIL MIX
2
X ROOTBALL
FIRMLY COMPACTED.
12"
AT 1 GALLON
22"
AT 5 GALLON
32"
AT 15 GALLON
41 1 �.
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fly ` 1� SHRUB PLANTING
WOODS / I I,. - 1'-0" 329333.13-01
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9
ro CURVE DATA
1
5 96�� DELTA = 0' 11' 21"
RADIUS = 23,102.31' '
EX. DOT CHORD = 76.32' r'' LANDSCAPE PLAN scarf: i "= 30' os/os/io
NDNUHENT . BEARING = S 4.54'56" 0 30 60 90
C' SHEET 1 OF 1
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