NCC221835_Site Plan or Location Map_20220517

383 CARA TOKE HIGHWAY
CURRITUCK COUNTY, NORTH CAROLINA
SITE DATA:
1. GRIN: 8022-74-2765, 8022-74-4783,
8022-74-3603, 8022-74-4580,
8022-74-3384
2, ADDRESS(ES): 383 CARATOKE HIGHWAY, MOYOCK, NC
3. ACREAGE: 5.205 ACRES, 3.03 AC. DISTURBED
4. ZONING: GB — GENERAL BUSINESS
5. LOCATION: LAT: 36.532380
LONG:—76.183740
6. RECEIVING CHANNEL/WATERS:
MOYOCK RUN/PASQUOTANK
7. EXISTING/PROPOSED USE:
EXISTING VACANT LOTS
PROPOSED RESTAURANTS AND RETAIL
8. BUILDING AREA:
PROPOSED: 6,035 SF
9. PARKING SUMMARY:
REQUIRED:
RETAIL SPACE: 1 SPACE PER 300 SF
3,010 SF = 11 SPACES REQUIRED
RESTAURANT SPACE: 1 SPACE PER 150 SF
3,025 SF = 21 SPACES REQUIRED
32 TOTAL SPACES REQUIRED
2 HANDICAP SPACES REQUIRED (1 VAN —ACCESSIBLE)
PROVIDED:
TOTAL PARKING SPACES PROVIDED: 35 SPACES
2 HANDICAP SPACES PROVIDED (1 VAN —ACCESSIBLE)
10. FIRM FLOOD PANEL: 3721802200K (EFFECTIVE DATE 12/21 /18)
SITE WITHIN FLOOD ZONE X
SITE
OWNER:
CARATOKE PLAZA, LLC
2420 S CROA TAN HIGHWAY PMB 16
NAGS HEAD, NC 27959
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DEVELOPER:
Crec'ys�r'1�1
WEDG DEVELOPMENT LL C
2420 S CROA TAN HIGHWAY PMB 16
NAGS HEAD, NC 27959
PH. [phone]
CONTACT. GREGORY NIGRO
CURRITUCK COUNTY
F PLANNING AND INSPECTIONS
Site Plan Review
DUNKIN DONUTS
Permit Number MAJOR SITE PLAN
■ Approved As Is
❑ Approved As Noted
❑ Denied / Resubmit
1 /27/2022 _
Date In ing
SHEET INDEX.-
SHEET 1: COVER SHEET
SHEET 2. EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 3: LAYOUT PLAN
SHEET 4. UTILITY PLAN
SHEET 5. GRADING PLAN
SHEET 6: INITIAL EROSION & SEDIMENT CONTROL
SHEET 7. FINAL EROSION & SEDIMENT CONTROL
SHEET 8: EROSION & SEDIMENT CONTROL DETAILS
SHEET
9: DETAILS
SHEET
10. DETAILS
SHEET
11: DETAILS
SHEET
12. DETAILS
SHEET 13: LANDSCAPE PLAN
SHEETS 1 AND 2. LIGHTING PLAN
SHEETS A6-A 7. EXTERIOR ELEVATIONS
ENGINEER:
JODI MILLS, PE
11125 SWIFT FLIGHT LANE
GLEN ALLEN, VA 23059
PH. [phone]
1 /24/22
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DRAWING SCALE: N/A
DATE: 7/16/2021
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JOB #:210420

,OHL
APEAKE AND ALBE1VARLE RAILROAD (�6R /R� W� RAILROAo TRACAS
CHES NORFOLK-SOUTH
(F. K. A SOUTHERN RAIL ROAD, � 9 �` _ �9 •�°�'
ROLINA AND NORTHWESTERN RAILROAD02 aQ -
°
AND CAPG 773�(DB 430, PG 429�(PC H, SL 1 �� 9� a _ -°� _9-..
/NV 2 71 (DB 380, +9 -. -� - 7
RAILROAD TRAC/(S 9 = - - _ _ 1 N� - _l=- 6 � 5-
ST36"CMP�' 9a +1 _-_~� --1�-_-5-- / l� /NV164
9 - $-s - y -- = Q'=_ - 6� - - 61- - +6' 306.70'(D) - - - - N 1024364.11
_ - + _
306.44 (C)
- I /� J Q�� / // E 2827740.64
��, _ -IO" P/ E_ /NV 299 158.33'(D)1.0 J lyILL/9M��SAIyYER
�� 1 S21 °09 23 E - - � � - - � � - - - JJ l 11 � & TERESA /� SAPYYER
-_7 _ 6�-� -� / / Q /� / J� l J �OB 296, PG 905J
LOT2
/� N 1024797.55 9 EXISTING (PC D, SL 341�
/ EXISTING 6� �. POND N � J 5� J/,��� GP/N 8022-74-3199
/0 117720 (C) E 2827572.74 CONCRETE 6 // J� J J ,j 1 109 SHINGLE LAND/NG ROAD
GRASS 1/
REMOVBE \ 6 6� I
10' ORA/NAGS AND l / 1. 6--- -�- 1. I GRASS J I I J I J I �� 5 GENERAL NOTES:
SUBJECT PROPERTY KEYNOTES
S1
MOYOCK VILLAGE CENTER, LLC,
A VIRGINIA LIMITED LIABILITY COMPANY
(DB 1479, PG 555)
PROPERTY OF JULIUS C. JENNINGS
(DB 286, PG 795)(DB 567, PG 689)
GRIN:8022-74-2765
371 CARATOKE HIGHWAY
AREA-34,206 SF OR 0.785 AC
S2
MOYOCK VILLAGE CENTER, LLC,
A VIRGINIA LIMITED LIABILITY COMPANY
(DB 1479, PG 555)
PROPERTY OF JESSE M. WILLIAMS
(DB 286, PG 800)(DB 612, PG 53)
GRIN: 8022-74-4783
369 CARATOKE HIGHWAY
AREA=32,098 SF OR 0.737 AC
S3
MOYOCK VILLAGE CENTER, LLC,
A VIRGINIA LIMITED LIABILITY COMPANY
(DB 1479, PG 555)
PARCEL DESIGNATED AS "44/100 A"
(DB 142, PG 476)
GRIN:8022-74-3603
373 CARATOKE HIGHWAY
AREA=19,220 SF OR 0.441 AC
S4
MOYOCK VILLAGE CENTER, LLC,
A VIRGINIA LIMITED LIABILITY COMPANY
(DB 1479, PG 555)
PROPERTY OF W. A. ETHERIDGE
(DB 380, PG 773)
GRIN:8022-74-4580
383 CARATOKE HIGHWAY
AREA=110,164 SF OR 2.529 AC
S5
MOYOCK VILLAGE CENTER, LLC,
A VIRGINIA LIMITED LIABILITY COMPANY
(DB 1479, PG 555)
PARCEL DESIGNATED AS "7/10 ACRE"
(DB 98, PG 416)
GRIN:8022-74-3384
385 CARATOKE HIGHWAY
AREA30,530 SF OR 0.701 AC
UTILITY EASEMENT 1 // A 0 \ \ \ b - - - �- - - -_ JJ I J J \ \+
(PC H, SL 102) +�6 \ \ 10--= -=1 - - 15 = 1 +1' J� J I IJ� 1. EXISTING PAVEMENT DISTURBED SHALL BE
S84°58'57"W\ REPAIRED IN ACCORDANCE W/ PAVEMENT
/ a �• I J J J J J 130.20'(C) \\ REPLACEMENT STANDARDS PER NCDOT.
130.40'(D)
GRASS 2. EXISTENCE OF UNDERGROUND UTILITIES
NOT VISIBLE FROM GROUND LEVEL BY
MEANS OF INSPECTION PORTS, MANHOLES,
VALVES, ETC., WILL NEED TO BE DEFINED BY
AN UNDERGROUND LOCATIONS COMPANY.
24 3. IT IS THE CONTRACTOR'S RESPONSIBILITY
l ^oc�, Jf o G I ^o // ^�'/ f/ TO VERIFY THE LOCATION AND ELEVATION OF
+66 /�//// N73°59'03"W ALL EXISTING UTILITIES PRIOR TO
/8"PINE � 1 �' ;! _ - � _ _��.. +1 • � 5 / / /� • //% � ,
+ _ _ I - - - 0. �. b/ 83.00 CONSTRUCTION AND TO NOTIFY THE
1� 1// / a,° J C-5 - - - - I // / ENGINEER OF ANY DISCREPANCIES TO THE
/ PLAN.
M. / --- FLDON LEE M/LLFR, , TRL/STEE
N F TE41RE
PO%YELL PETERS, 7RO57ZT
4. EXISTING SANITARY SEWER AND WATER
(OB /221 PG 34) //� l 1 �� - - _ _ _ _ - // ��. (OB 1458, PG 718) LINE ARE APPROXIMATE GRAPHIC LOCATION.
TRACT 5 PARCEL oFSrcNA7, AS
PC H SL 102 Ill/ 1 I 9�-oy _ - _ - l / o� \ 6" "TRACT 5"
GP/N 80, SZ 1 828 /ll/l l +� I _ _9�� _ _ _ +1`� 5 / / � \ \ (99 1459,, PG 719) 7. THE LIMITS OF DISTURBANCE SHALL BE
/f� 6 = _ _ _ _ +1. / / � GP/N 8022-74-5126 CONFINED TO THE AREAS NOTED ON THE
1,4 6/ / GRASS I +1 = 105 Sy/NGLE LAND/NG ROAD
`b / - - - - - _ - / // / /////65 4j< \ \\ PLAN.
/
GRASS +1 / / L ��/ 6 `\\\\\ +6 8. COORDINATE REMOVAL OF STORM
0.48' FROM COR/l// r ` A 9 _ _ _ _ _ _ _ _ _ - _ = 65 (k1 ' �1 6� >� \� \\ 6 DRAINAGE ITEMS WITH GRADING ACTIVITIES TO
+�N EXISTING ASPHALT, GRAVEL / 1 0 .\\MINIMIZE
NO° - - - - - - - - - - - - // // /// 6 6 6T O \\\ PATTERNS.
IMPACTS TO CURRENT DRAINAGE
AND CONCRETE TO BE / °
55o3»w �0 _ - -8- - - REMOVED WHERE INDICATED / / / //// 6" CN 6° V A vA\VA\
HATCHING DENOTES
�' - _ _ _ _ _ _ _ - - - _ / ////// / \\ 0 AREA/ITEMS TO BE
- - - - - -ASPHALT - - _ / 6 / 6' CM/ /APPROX/MATE EDGE \ �A \+1 ILI REMOVED
10'ORA/NAGEAND 11/� /' �� -_--_-_-_- - -
1 o o �" o _ - - - / / +1 / 6� NN' �� / 1 Q OF 1y00D5 LINE
UT/L/TYEASEMENTCDU �5--gN------_ _ _ / / / / // /e• 6 -�.�\ 6.
`�I�// // 6'c/v +15
\ +1 // /// �/ / 15' VEPCO EASEMENT / o /8 " CEDAR \
10 VEPCO EASEMENT l _ _ _ _ _ _ _ _ \ 1 \
- - - - - - - / 1 � / /// (OB 235, 6 „ CI
(OB 326, PG 605) / // - - - - --� _ _ _ _ - _ - - - - +/ �/6 �5 / // SATELLITE D/Sy
/ -8 - - _ ��-_ �" l 6"cam
EASEME/l/T LEG£/l/D /� �� � �� � S85 34 38' E 1 � _ _ +1. _ _ _ / / //� / + S f + / + 1 • N/F \
// + 233.00 _ _ _ _ _ _ / / / / / 0 j DAN/EL 570 Z YPHER \
DENOTES 14' RIX FOR INGRESS/EGRESS g / / - - - - - - - 7 / / 1 f 1 1
& UTILITY EASEMENTS +1' /1 / / GRASS - - - _ - _ - _ - _ - _ / / �/ & MARSHA STONECYPHER
_ /�� 1/� - - - - - N78°08'03"W \
(OB 286, PG 795)(OB 286, PG 800) / 5; 01 �9, - - 9 -oo _ _ _ _ _ _ _ _ - / / (OB 699, PG 148)
l/ • ' ` v - - - - - - / �/ / / / // 288.50 6 " CU ° GP/N 8022-74-3199 \
�DENOTES6 BUFFERFORI4 R/GY /l/��/l 6 /� Q ��` �� // -_-_- -------------- �. GRASS +1 /// 6"CU S5 I 391CARA706(EH/GHI�YAY
(NDFENCE, POLES, OR OTHER l �r�l�Q NO C,. /-_-_-_-_----------- -- --- / ��,/�/ /j/ EBOX O / S72°59'57"W
OBSTRUCTIONS TO BE ERECTED // q, p g. o �_ _ _ _ _ _ _
WITHIN 6' OF THE 14' R GY J �/ � ^ 0 °�" � � % _ _ _�� 1 _ _ _ _ _ _ _ _� � �p pay 200.00 (P) \ \
/% / 9 - - - - - - - - - - �/ 6 r �N +�`�' 1' Q 199.62 (C)
(06286, PC795I REMOVE EXISTING / \
(OB 286, PG 900) I 1 � � ,� >w 0" � 1 = / //�/ /
5 TREES PP CIV
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UTILITY EASEMENT s/ fi7°00'03 V� - - R/M-916 _
BOT. =4.67 c G1/V ®. D/1 a .. - - - - - -
+ R/M=6.87 J l g ` ' 6 R/M=6.60 s� / - - - - - - - - - -TPED
(PCH, SL 102) /NV316 / /p`p/11/F N7513'19'£ I w wSE0.=5.0 - PPD/02-"5 % ---1g68(�r---- -SED.=7"76-=-D/1-=-=-----=-=-Q E 2827306.28
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/NV/E.W)=3.20 _-_-_---_- 13.22'(C)------------ - - - - - - _ _----- - --- _ _ - -- --- -
(ST)48"RCP - - - - - - - - 13.20(P) _ _ _ _ _ _ _ _ _ _ _ _ _ _ (ST)1- RCP = - - _ - _ - _ - _ - - _ _ _ _ - - - - - - - - _ - _ - - - - - - - CB � � - _ - (ST�36"RCP _ - - - - - - - - - _ - - - - _ - -
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D/3 - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - R/M=9. 67 - - - - - - - - - - - - - - 174.55' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R/M=7.53 - -- - /0 -
-N 1024840.81 D/3 SED.=6.6-3
R/M--9.27 - �� - - - 16--10=---16i--E 2827125.33--N�-=----_ __.1[k_--�o==-N==_ __ __-_- N1 _D/3 N�°= =_-_- 1�--- -- Q-- _-=_-_=-- moo,_-10
0 0 0 0 0 0 0 - �0 _ _ - - - �0 - - - RIM=9,28 NO - - - - (ST)15" RCP - - - - - -1Q' - - - - - - Np' - - - - - - Np- BOT. =5.48 - - - Np'
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RIM=9..32 RIM=5.80 SED. =6.57 R/M=6.65 SED. =7, 06 BOT. =3.74
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/NV//1/,S/=5.62 /WATER/S/LT BOT.=3.92 SED.=6.38
(ST)12 " RCP ABOVE R/M/ CB BOT. =3.63 SED. =6.38 RIM--9.34 CB R/M--9.94 GRAPHIC SCALE
CB B0T. =3 63 CARA TORE h'/Gh'1fA Y (/OD BIRD SED. =644
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DRAWING SCALE: 1 "=20'
DATE: 7/16/2021
SHEET
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JOB #:210420

N/F
M. POl4FIL PETERS, TROSTFF
(03 1221, PG 34)
TRACT 5
(PC /-/, SL 102)
GPIN, 8022-743828
II
PAN
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB.
2. HANDICAP ACCESS AISLES TO HAVE 4" TRAFFIC
WHITE PAINT, AT 45` 3' O.C.
3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN
ACCORDANCE WITH THE CURRENT NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND
SPECIFICATIONS, AND COUNTY SPECIFICATIONS AND
STANDARDS.
4. A PERMIT MUST BE OBTAINED FROM THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION FOR
ANY WORK PERFORMED WITHIN THE STATE
RIGHT-OF-WAY.
5. THE CONTRACTOR SHALL CALL 811 PRIOR TO ANY
CONSTRUCTION WORK.
6. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND
TRAFFIC CONTROL SHALL COMPLY WITH THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND WITH THE MOST CURRENT EDITION OF THE
NCDOT STANDARDS AND SPECIFICATIONS.
7. ALL DISTURBED AREAS ARE TO BE FULLY RESTORED
TO NCDOT STANDARDS AND SPECIFICATIONS.
8. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION
ON SITE SIGNAGE, MENU BOARD, ETC.
_ _ 6&A) 6 � 1w)
— — RSARRARR ARO ALRRMARLR RAILROAD RA1L RAILROAD TRACX5
�R
(F. K. A SOUTHERN RAIL ND NORO NWESTERN RAIL ROAD)
ROLINA A 2
_ — AND CA y SL 10 % d
430 PG 429�(PC d d .
(OB 380, PG 773�(DB
RAILROAD TRACI(S
.a= ..®-e 8 d� -
d _ — N/F
RIILLIAM L. SAl4iYER
& TERESA /( SAIIYER
— — — I (OB 296, PG 9L
_— LOT2
GPIN• 9022-74-3199
�\ 109 SHINGLE LAND/NO ROAD
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/ ELDON LEE M/LLEf, ///, TRl/STEE \
/ & I(IM MILLER, TRVSTFF \
/ (Do 1458 PG 718) \
PARCEL DESIGNATFD AS \
/ PROPOSED "TRACT 5"
/ I DUMPSTER (OB 1459, PG 71,5)
ENCLOSURE GP/N. 8022-74-5126 \
105 SH/NGLF LAND/NC ROAD A
: SCREEN..
&:.OR'DER .BOX:::
p>R 8'R 4 5'R 4 5'R REQUIRED \
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OOOOOOOO DUNKIN N RETAIL I N/F \
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3' 1—STORY �� r- m 0 D 1, 820 SIF 18' �1 . 3 d� MARSHA STONECYPHER \
1, 800 SIF z (OB 699,, PG 148)
GP/N 8022-74-3I99 \
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0 0 o 0 0 0 O O O, O O O O O O O -
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —
----------------- -- --
- v
s .1 0, s > - - - - - - - - - - - -
0000000000OOOOOOOOOO R R 10 R - - - - - - - - - - - -LIGHT DUTY PAVEMENT \
o 18' 12 - - - - - - - - - - - -
_ - _ - _ - EX�STKG- _ - _ - _ - _
- - - - - - a I o _ - - - PAVEMENT - - - - -CONCRETE
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/ 000000000000OOOO OO O O O SIGN a
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o - - - - - - - - - - - a a
/ �` ® - ' ----- 10' PARKING SETBACK __--------- - - - - - - - - - - - - - - -
O000000 _--_ _- - _-_- - - - - - - - - - - - - -
--------------------------------------------------------------------------------------------------8' SIDEWALK
------------------------------------------------------------------------------
___________________________________________________________________________CONCR€TEC(JPB-&_GUTTER _- --- ____-=PROPOSED-___________________________________________
DRIVEWAY- - - - - - - - - - TO MATCH- EXISTING- - - STOP -SIGN- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APRON- (TYP)- - _ - _ - _ - _ - _ - _ - _ - ROADWAYANSTALL -AT- EXISTING - - - (R1-1)
- - CON-CRETE-DRIVEWAY -LOCATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - -
------------------------------------------------------------------------------------------------------------_ATIONS- -------REM-OVED AS ON ------------------------------------------------------
--
-_-jj------------------------------------------------------------------------------------------------------------=-=-=6HvI0LITI- -PLAN{F1EET2)-=-=-_-_-_-_-_-_-_-_-_-_-------------------------_ -_
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— HEADl�ALL
----4. —__ __ ----_w----�/�l -- ---- — ---------�1—---w---- ---- w-----N-----/�1----_/�1--
-- L/GG -- ---- -- -- -- -- — 066
�Gw GRAPHIC SCALE
30 0 15 30 60
CARA GOAT AAAOAAPIA O (AOO ' RIN)l
(A. C. H/CHl4A1 Y 16,5)
(OB 142, PG 476)(09 380, PC 779)
(OB 567, PC 689)(PC /-/, S/ 102)
( IN FEET )
1 inch = 30 1t.
CAROB
o /90
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o
6SE1M
o 051944 lo
oo
mini S�`��\\�
1 /24/22
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DRAWING SCALE: 1 "=20'
DATE: 7/16/2021
120 1SHEET
3
JOB #:210420
G

NOTES-
1 . EXISTING SANITARY SEWER AND WATER LINE ARE
APPROXIMATE. GRAPHIC LOCATION BASED ON
FIELD LOCATED EVIDENCE AND SUPPLEMENTED
WITH COUNTY ASBUILT INFORMATION.
2. ALL PUBLIC WATER AND SEWER WORK SHALL BE
DONE IN ACCORDANCE WITH CURRITUCK COUNTY
UTILITY SPECIFICATIONS AND STANDARDS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE SIZE, LOCATION AND ELEVATION OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
AND TO NOTIFY THE ENGINEER OF ANY
DISCREPANCIES TO THE PLAN.
4. THE CONTRACTOR SHALL COORDINATE
CONNECTIONS TO EXISTING WATER AND FORCE
MAIN WITH CURRITUCK COUNTY.
W
W
C)
U)
W
z_
J
U
/NV 9. /6
M -�'>82 - �M
RIM--9.25
/Nf/EW 910
/
N/F /
9. PONZ2Z PETERS 7RZ157ZT �
(OB 1221, PG 34)
TRACT 5
(PC H, SL 102) /
GP/N- 8022-74-3828 6 " PLUG F 0 R
/ FUTURE USE
/ \ \ PUMP STATION
/ (SEE DETAILS)
v�v�vZv�v�v
3 c��c
c c c c c c c
oC\o\o\o\o\o\o\o\o\o\o o\o o\o\o\o\o
C C C C C C C C C C C C C C C C C C C C C C
o\o\o\o\o\o\o\o\o\o\o\o\o\o\o\o o\o\o\o\o\o
oC\o\o\o\o\o\o\o\o\o\o\o\o\o\o\o\o o\o\o\o\o\o
O O O O O O O O O O C C C C C C O C C C C C
`1_/ `1_/
oC\o\o\o\o\o\o\o\o\o\o\o\o\ R/M=9.04 \o o\o\o\o\o\o\o
O O O O O C O O O O O O C C C O C C C C C C
\ SED. =7.44 i D/1
o\o\o\o\D/1 R/M= .87
O O O \ l q=
\\\\\SED-6.89SE0.=.07
FM
400' HYDRANT
RADIUS
6" PVC LATERAL
GRAVITY SEWER
@ 1% MIN.
GREASI= :TRAM ::.:
.
/
. .
. . . . .
/
I.
�IF
DUNKIN I �, I
RETAIL
L
�WM
DONUTS o cNn c
D
1-STORY
L:
1-STORY N 70 cn 70 70
1,820 SF
0
1,800 SF z
383-A 383-8 383-C
383-D
I:
CARATOKE CARATOKE CARATOKE
CARATOKE
/.
HWY HWY HWY
HWY
DON T.E FJ h
17.0: LF
:
2„ D1P .::.: ::.: : .
I,
8"X2"TEE
/
1 1 /2" WATER METER
1 1 /2" RPZ BACKFLOW'I:.::
/
f:
1111rirniTrf'
'�'.
i 0'
\
N/F \
ELDON LEE BILLER, ///, TRUSTEE \
& /(/9 M/LEER, T9/STEE \
(OB 1458 PG 719)
PARCEL 0E51SN4 TED AS \ \
"TRACT 5" \
(09 1458 PG 718)
GP/N- 8022-74-5126
105 SHINGLE LAND/NG ROAD
I \\
I
\
I \
I \
\
I N/F \
DANIEL STONECYPHER \
& 9ARSHA STONECYPHER \
(DB 699, PG 148)
GP1N- 8022-74-3199 \ \
391 CARATO/(E I-11017/AY
I \
\
I \
8" PLUG I, \
d
-_
CB _-
- - - - - - - - - -
-------------------- �� d
-_-_-_ _-_-_-_-__ as I
D/3 --
---------------- d d
SED. 7.766-_-D/1
--_-_-_-_- 4l,
BOT.5._41---R/M=7.31
b
----SED.=6.21
------------
- -
-BOT.=5.42-------------1
_-_-_- - -______-_-_-
(/GGY
I M _ = M-MA/L - M -� SSV
L (2) 45` BENDS �(ST�18"RCP L „ CB �(STJ36"RCP
/ (ST�48 RCP CB 8 X 8 TEE RIM--9.86 I I (STD/2"RCP R/M=7.53
D13 R/M---9.67 D13
R/M=9..27 / EXISTING 4" AND 61, D13 RIM==9.28 SED. =6.63
/NV/E�-3.49 RIM--9.11 (sT�/5"RCP BOT.=5.48
FORCE MAINS COLOCATED WITH SED.=6:18
/N�/w/=397 /j 4" MAIN LOCATED ABOVE 6" SED.=7.01 WET TAP BOT.=3.28 II
/NV/Sj=4.01 8 SDR-21 BOT.=424 INTO EXISTING
CB ()
// ( RCP WATERMAIN 6" FORCE MAIN II
ST�15 RCP ST /5"
R/M=9.86 / / 36" MIN COVER UGG 6"x2" TAPPING SADDLE
(STJ30"RCP
/ 2" GATE VALVE
(ST)48" RCP IW14/L CONC= - - //EADIUALL
- - -
---- _._ ..V. �__----N---- --- ---- - ---- �V --- -----W---- ----HIV----HIV--------�N-- D/3
R/M--9.39
D/1 (/GG � - D/3 UGG UGLY - l/GG - D/3 SED. = 6.69
HEADIQ/ALL D/3 R/M=7.38 D/1 (STJ12 RCP R/M=9.07 D/1 D/3 (ST�12 RCP Fy WITPOST R/M--9.16
SED. =7.06 BOT. =3.74
R11V=9. 32 R/M--S. 80 SED. =6.57 R/M=6. 65 R/M=9.19 /NV 5. 03 EX HYDRANT D/3 BOT. =4. 36 /NV ,3.63 dU9 //VV/N,Sj=S. 62 /NV 5.54 /W,gTER/S/LT BOT. =3.91
SED. =6.38 CB
CB (STJ12 RCP ABOVER/M/ �'B BOT. =3.63 B� j_� 68 R/M--9.34 CB R/M--9.94
R/M--9.83 R/M--9, 66 C��� T�%�� ������ � ���� ���� SED. =6.44 R/M--9.72
CB (N. C. 1-1/0171XIA Y 16,5) BOT. =3.54
R/M---9.78 CB
(OB 142,, PG' 476)(OB � 380, PC /73) RIM---9.91
(OB 5\ PG 689J(PC h 5z 102J
0/ /
W
W
�
_-
.f)
C)
) CONNECTION TO
EXISTING WATERMAIN W
WITH TAPPING SLEEVE AND VALVE z
I EXISTING WATERLINE LOCATION
� IS APPROXIMATE -i
\� = GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch - 30 1t.
120
1 /24/22
Lu
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-IN
DRAWING SCALE: 1 "=20'
DATE: 7/16/2021
SHEET
4
JOB #:210420

PAN
Structure
Table
Structure Name
Structure
Details
1
RIM =
4.208
HEADWALL
INV IN
= 2.000
3
RIM =
5.708
OUTLET STRUCTURE
INV OUT
= 3.000
4
RIM =
5.308
HEADWALL
INV IN
= 3.100
RIM =
7.946
6
INV IN
= 3.850
JB W/ MH
INV IN
= 4.000
INV OUT
= 3.750
8
RIM =
7.237
DROP INLET
INV IN
= 4.950
INV OUT
= 4.700
10
RIM =
7.559
CURB INLET
INV OUT
= 5.300
12
RIM =
7.501
CURB INLET
INV OUT
= 4.650
13
RIM =
6.193
HEADWALL
INV IN
= 2.360
15
RIM =
7.970
JB W/ MH
INV IN
= 2.820
INV OUT
= 2.820
17
RIM =
7.613
EX CURB INLET
INV OUT
= 3.280
Pipe Table
Pipe Name
Size
Length
Slope
2
18"RCP
177.4 LF
0.56%
5
18"RCP
105.3 LF
0.62%
7
15"RCP
108.9 LF
0.78%
9
12"RCP
102.1 LF
0.34%
11
15"RCP
201.8 LF
0.32%
14
36"RCP
153.4 LF
0.30%
16
36"RCP
155.6 LF
0.30%
//YY /.✓lf
66 ' H w (ST�.36'RCP
HE%HE AND ALBEMARLE RAILROAD IV RAIL wA Y) RAILROAD TRAc�rs
CHES
( X A SOUTHERN RA/LAID NORONWESTERN RAILROADS I�N
ROLINA 2
OB 380,APG 429)(PC H, SL 1 l�5 - 9 -- _
773 DB a .
RAILROAD TRACI(S 9�9. ----° ---,- __ 6--5 - %NI/1.64
(ST�36"CMP 5 +9� _-.-- 9 --T -___ _ _---4-- -- -- -5_s- -5--
8
-�� _ lI N F
/NV2.89 � � �� __--� - __-__ I /II . III RIrLL/AMA sawYER
I /II III � TERESA Lr sAwYFR
7 / I I / l 1 (1B 2961 PG 9L
� LOT 2
/ J I I J f/ GP/N.-8022-74-3199
3 / III I �� 109 SHINGLE LAND/NG ROAD
WET POND OUTLET
0 - - STRUCTURE
(SEE DETAIL)
3
FOREBAY
/ NORMAL
/66FOREBAY BERM WATER
1 / \
EL = 3.25 SURFACE
ELEVATION = 3.041�1
EXISTING 6 / DITCH TO BE
C EARED OF DEBRIS
AND ORGANIC \\
+1 l ///� MATTER
7.5
1� / /� NlF \
ELDON LEE MILLER, ///, TRl/STEE
& /(/M MILLER, TRl/STFF \
M. PO%YFLL PETERS, TROSTFE /// / I / / / /// TDB 1459, PG 718) \
SOB 1221, PG 34) /// �� I 7.80 / / / / I / PARCEL 9ES16NAITO AS \
TRACT 5 Ill lll/ 1 I EP
"TRACT 5»
CPC H, SL 102) //l l � / \\
GP/N, 8022-14 +1
3828 /// / I I �OB 1458 PG 718�
°p OP/N-8022-74-5126 \
� +1 / / / l \ A \ 105 SHINGLE LAND/NG ROAD
6 f
NOTES:
8.70 8 8.65 1. ANY MATERIAL HAULED OFF SITE
8.20 1 8.25 $.15 7.50 / / 6 7 1 \ \\\\ SHALL BE PROPERLY PERMITTED.
- 8.25- - I 7.50 / / / \ \ X\\\ \ 2. AREAS OF THE SITE TO RECEIVE
8.50 _ - 7.50 / / ~\\ \ FILL, OR AREAS OF THE SITE
EP 8.80 7.00 / / // \� \\� \ AT -GRADE WHERE PAVEMENT OR
8.30 8:80 12 / // / / �� \ \\ STRUCTURES WILL BE LOCATED,
8.30 8.10 / / \ \
7 80 8 30 / / \ \ SHALL BE PROOFROLLED.
8.00 7.60 I / / 16/ / /// / / \ \ \ \ 1+1 3. ALL STORM SEWER SHALL BE
1a / / 8.00 / / o
+ / 8 20 8 8 / / / / / 1 6g 6� �� \�� ASTM C 76, CLASS III OR
�IJ \�� BETTER, REINFORCED CONCRETE
_EP 7.75 h / 4 7 PIPE WITH SEALED JOINTS IN
// / / \ g• 8 / 1 / ACCORDANCE WITH NCDOT
/ \ SPECIFICATIONS.
Cs 8.10 / / / / �� / 5 \ 4. CLEAR ALL THROUGH AND
7
8 5 FE=8.2 8.10 h / / / / 1 6� I / +1 BOUNDARY DITCHES AND DRAINS
+a I // �� OF DEBRIS AND ORGANIC
7.80 7. 5 i.90 FFE = 8.50 8.40 8.25 \/� �/// \\\ MATTER.
7. 5 _ _ _ � 7.90 7.75
J 7.30 DUNKIN I N I / // + f/ l N F
-8 - - `b� � RETAIL 8.40 5 / / 1 + / 4 + 1 \
DONUTS c° cn m �" cn D 0 / / $ �+ DAN/EL STONECYPHFR \
o -1-1 cn 1-STORY 8.00 `�
1-STORY o D o � 1 1 I & MARSHA 57ONZ-CYPHZ-R
8 1,800 SF _< r -<z 8.40 1,820 SF / / / / SOB 699, PG 148) \
Jr - 9 8.30 / 8.40 5 / I / 8.50 1/ \� 6P/N•8022-74-9199 \\
7.80 8.20 1' / 8.00 1 391AY 1 CARAAIXF 111611
7.70 8.40 8.40 8.40 / / EBff I
/ / / / / �•
7.90 do .90 8.40
do /' / / / 8.90 +�1 +\$u
oo N T EN ER 8.40
10 8.80 I 9 8 6 // �% / \\
1- //// I
8.30 8 7.65 `I/ / / / 8.25 / 9.00
7.15 8.25 8.50 _ - - -
o I +� 8.75 I / __---TiE_fRTO-EX-C_JRB--_-- \
EP 800 / 8.60 -_---ANC-GUTTER-ALO�1G-_--- I a \
8 00 / // 8.10 CB - _ _ _ _CAR�,TOKE NiIVY= 1vI�,TC I a \
8 I / \ RIM9.6.9 - - _ EXtS-THLG�- GRADES= (TYP
RIM--9.04 ,/ 9 \ ------------- - -
/� D/1 SED.=7.44 / I D/1 � / %/
99 BOT. =4 67 / I 9 NN
INV.3.16 // / I .07 9.40 �' / // 9.5 ED. 7.76-_-D/1-------- --- Ia` 4
SED.=6.89 SED.=�� /NV2.3 9.65 1 BOT.5.4---R/M=7.31--------
BOT.=417 #1/ BOT.= .65 I/ HP // HP l 9.90A - - - _SED,=6.21 - - - - - - - - - - - - -
=_ _ �9
-SS -SS- - SSA SS SS S SS S SS ti ~ moo= - g9 o �5 0 = 9 SS - SS - MAIL` SSA SS SSV
SS
D/3 ti y
TC 10.00
RIM=9..25 ITC 9, 78 TC 9. 88 TC 9. 87 TC 9. 92 TC 9, 75 TC 9, 85 FL 9.20 TC 9, 81 FL 9. 07 TC 9. 91 9. 53
TC 9. 8 TC 9 77 9. 24 TC 9. 70 FL 9. 05 TC 9. 78 TC 9. 82
INV/E. Wj=3.20 9. , 0 9. 36 9, 42 9, 40 9 J5 TC 9. 63 9. 31 9. 45 07 FL 9. 24 ,� 9. 41 9. 45
FL 9.1� 9 92 TC 9, 86 FL 9, 05 9,/5 TC 9. 85 9.27 9. 34
FL 9.16 (STj,M RCP (STj18 RCP 9.38 CB FL 9. 05 9.38 I TC 9.80 (SV-"' RCP " D/1
R/M--9.86 I I 9,92 (ST)12 RCP - - - R/M=7.53 - - _
D13-- RIM--9.67 _ 913 --- 10-
R11W=9.27-10------------------------1p------ ___ D13 ____ CONVERT EXISTING------- ------------- 0--------------- SED.=663
/Nf//EJ=3.49 /
REMOVE EXISTING R/M-9.11 CURB INLET TO - RIM 928 (ST�15"RCP BOT.=5.48
INVrW�=3g7 - TEE ND INSTAL----_--SED.=701 --- MANHOLE ,---- SED=618
/NV/S) 4.02 /--------------------- CURB INLET W/
CB FL 9.20 (STj15"Rep (STV15"RCP GRATE INLET FL 999 TC 9..63 FL 9.10
TC 994 9. 66 L/GG 9.12 FL 9..11 I (ST�30"RCP
Tn n 7A R/M---9.86 i / jC 9. 83 TC 9.20 1 TC .4 R0 TC 9. 9/ TC 9. 88 TC 9. 78 TC 9. 69 TC 9. 77 TC 9. 85 TC 9. 84 TC 9. 74 FL 9, 04 TC 9. 79 TC 9. 90 FL 0 'Q9
9.23 TC 9.55 FL 9, 24
FL 9 27 FL 9 03 FL 9.33 TC 9 82
9.30 9.36 // y 1U-9. J2-
(STV48'" RCP MAIL
- _ MAIL
D/1
HLXORIALL D13 R/M=7.38
RIM=9.32
INV3.63 yM /NV 5.54
/NV/N,S)=5. 62
CB (SV>2"RCP
R/M--9.83
9. 37 9. 43 74=.,g 34 FL 9. DD TC 9. 34 r g 21 9,29 9.. 42 1 v 9, 38 9.90 9,32 946
9.35
CONC..._.._.----- ---- 9 ----
�. -. --- 8
11EAD91ALL
_
D13
TC 9.16
L/GG
(/GG
D/3
R/M--9.39
D/1 (STJ12" RCP
R11V=9. 07 D/1
TC 8 60/3 (ST)12"RCP Fy ltiI1POST
R/M---9.16
SED. = 6. 69
R/M--590
SED. =6.57 R/M=6. 65
SED. =7.06
BOT. =3.74
�W4TER/S/LT
BOT. =392 SED. =6.38
/NV 5. Q3 D13
BOT. =436
GRAPHIC SCALE
ABO/ER/M�
CB BOT=3.63
SED. =638 ��� R/M-9.34
SD. =6.
BOT=363 ��R� ����/���� RI��
CB
0
RIM-9.94
o 1s 30 so
R/M=9.66
R/M-9.72 i
i i i i
CB (N C. 111611 A Y 16,5) BOT. =3.54
RIM--9.78
(Z)9 142, PG 47PG 779) 6�(OB 380, CB
(OB 567, PC 689)(PC /-/, S/ 102) RIM=9.92
( IN FEET )
1 inch = 30 1t.
�\%%J1111111///
CAROB//i,
SEAL
�=
051944
FNGINEE� °
5����\\�
1 /24/22
W
Z
�
LU
J
=
O
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N
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U_
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Lu
rn
0
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Q
C5
W
N
�
N N
o
W 11 I - I N
DRAWING SCALE: 1 "=20'
DATE: 7/16/2021
SHEET
zo
JOB #:210420
G

/ - - //V V /. J`t
_ _ 66' R W �STJs6"RCP
- - PE KE AND AL REMAKE E R lL RO R RAIL W 1'/) RA/LROAD TRAC/(S
SOUTHERN RAILROAD, NORFOLK-SOUTH
- - ROLINA AND NORTHWESTERN RA&ROAD)2
AND CA DB 430, PG 429�(,PC H, SL 10)
n
/NV2C1 (OB 3,50, PG 773�( 9� - -- --- __ -- -,
-- - RA/LROAD TRAC/(S ° +g'�: - ...-- �- _ a -T--� is
_ o�. _ ° _ /RV 64
(ST�26' c5P ° 5 � --°-� ---- - �---- ---------5----5---y`_� / / f�� --� `' -
CAR
6�JFESSj/�pN/�°a�l/���irr
�-i or_ AL
051944
o
o.
o
�I I miniI i 10
JL.. _ ° , g `a _� _ _ _ -p=�- - - - + 6� - 7 - - 6�- - - _ _ -�°1 �6 - - - I �,1 L N 1024364.11 1 /24/22
1 - / Q� I E 28?7740.64
r GO I // N F
/NV2.89 ✓ Q\Q ----_
l//LL/4ML. SA4/YFR
7 --- SILT FENCE TERE54 /( S41YER
cO OUTLET
I (OB296, PG 905)
Z01E/ �I�II II 2�SKIMMER DEVICE PC D, SL34>%1571NG I
N 1024797.55 / / POND EXTEND PIPE TO / I // GP/R 8022-74-3/99
117720 (CJ E 2827572.74 `/ STONE SILT I \ ` 109 SH/NGLE LAND/NC ROAD
117700'KP) r GRASS y FENCE OUTLET I �RASS I 11 II�\ l b�
EROSION CONTROL NOTES o TEMPORARY DIVERSION - - - - I I I \ \
_DITCH #2-
1. EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED IN ACCORDANCE / /// % #� \ AD7UST LOCATION I I I I \ W
WITH NORTH CAROLINA DEQ (NCDEQ) EROSION AND SEDIMENT CONTROL / // /// ! AS NECESSARY TO I I 11� z
REQUIREMENTS AND SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP / //// /// / ��� ENSURE POSITIVE DRAINAGE BAFFLE �I x�' 1 III r _ \\ Q
OF LAND DISTURBING ACTIVITY. / // / / I / 16 / TO SKIMMER BASIN (TYP) 0/ 1 I I I I -` W N c�
2. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED SO THAT THE // / 226 LF @ 0.3% CRASS 6 1 I // 2 CV
SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM I // llI I / E DETAIL ON SHEET 8 1 6 III Q O
DRAINAGE FACILITIES OR BE TRANSPORTED OFF -SITE. / /// O / FOR DIMENSIONS SKIMMER BASIN / + I /1// \ C > O
3. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED UNTIL THE I // /// I / 44'x85'x2' / o / // /�/ \ J = Z ,
DISTURBED AREA IS STABILIZED. // / I / TOP ELEV = 7.3 / W rn
4. PROPERTIES ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT I // // 1� I / } / / / 1 / \ _ Lu
CARRIED FROM THE SITE BY VEHICULAR TRAFFIC OR RUNOFF. 0 J
5. PROVIDE CONTROLS OF POLLUTANTS, INCLUDING BUT NOT LIMITED TO, RO �/ /// +� / r h/ / /// Q\Q // \ O Q �
DUST CONTROL, SOLID WASTE DISPOSAL, AND HAZARDOUS MATERIALS. / /// ,� / / / h � Z
6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES At /// i / / 1• / / / 6 \ L0 W
PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. /// //// f 24" P/NE SOIL / / / /�// \ J
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS o o �0 STOCKPILE
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. /// /8" P/NE 1 `�
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL �1 �• }O
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND - - - - - - - -
DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. +1 11// ff N
8. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY - - - - - - - - - - _ 9S,o- - - <O / %/7/ �6' EL DON LEE M/LLFR, ///, TR(/STEE
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT NSF /// /// 1 _� _ _ _ _ _ _ _ - - _ _ tiq�T = _ \ �o /�/ TRUSTEE \
EROSION AND SEDIMENTATION AS DETERMINED BY THE ENGINEER OR M. PO%YELL PETERS, (/STEE /// /// 1 ULTIMATE LIMIT _ _ _ _ _ - - _ _ _ _ /� (OB /458 PG 718�
LOCAL/STATE AUTHORITIES. OB 1221, PG 34 OF DISTURBANCE - - - - - - - } // / / \\
9. ALL CONSTRUCTION ACTIVITIES SHALL BE IN COMPLIANCE WITH THE NORTH ( TRACT 5 111 /ll f - - - - _ _ _ _ - - _ _ _ - I / C PARCEL DES/GRATED AS
CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM /// /9s� - »TRACT 5» \
LARGE AND SMALL CONSTRUCTION ACTIVITIES. (PC H, SL 102) //// f �� I _ = tiyl_ _ _ _ iJ \ )
10. MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES IN ACCORDANCEA oo - - _ - _ - _ _ 1� 5 / �/ �J� \ (DB 1458 P4 71
GP/N� 8022-74-.38 /l/ - - - - - - � 1 • / \ \ � \\ GP/N� 8022-74-5/26 \
WITH15AN.C.A.C.4B.0013. //l ll/ GRASS I -------------- / //l / \\\\\\ 105SH/NGLE LAND/NGROAD \�
MONF N53422'E GRASS
0. 49' FROM 1' C R - - - - - - -
/ /// f 9 _--_-_-_-_-_-_ o \\ SOIL BOUNDARY
At AUGUSTA FINE SANDY LOAM
--- - - - - - - - --- - / / \\.
RO ROANOKE FINE SANDY LOAM
____________________________ //
- - / // 6 " C /APPROX/MATE EDGE
ASPHALT--------------- / / �1•/ // p� OFl�OODSL/NE �� jH��j��\�\
CL
- - - - - - - - - - - -
-------------------------- +
JN
- --✓�18"CEDAR \
/ v -TEMPORARY AVERSION uj
- - - �/� // �� 1 / OQ / o \
=AD,JU ST- LOGATI 4N - - - - / �` / / / / SATE LL/TECf)
- - - - AS NECESSARY T6 - - // 1' f 1' i-
/ ENSU-RE-P}OSrTI-V€-DRAINAGE. - - - / // // g + l � ON \
- 7 / / � `l, ( 1 � 1 � I t�, DAN/EL STONECYPHER
GRASS. -_-_-_- --TO-SKIMMER BASJN_- / // / / / f &MARSHASTONECYPHER
- - - - - - SEE2DET-AtL�U- 0 SSHEE-OTPB / // / / » (OB 699, PG /48) \ C�
-------------f9R�+MEN$IONS-// /'� 04 1/ \� 6 CM GP/N'8022-74-3/99 \\
- - - - - - - - - - - - - 1 / /� 39/ CARATOKE H/GHl1/AY
___________ GRASS �
--- --------------- -- ---
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lli/� �----------------- - -- - - - - - y,j
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I / --WASHOUT--------------------------- / //� / �G - - - - - - - - - - - - - - - - // 6 " CM 0 / 6 » CM
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6-9
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ASPHALT a a 0. ,)o FROM �' COR o
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/NV 216 R/M=6.60 _ / / / TPED E 2827306.28 z
- PP 0/02 - SED. -7.76 w
/i / / / ` • • •v d d �.. - - - - D/1 TPED is
SED. =4. 60 _� _ _ / f " R/M=7.31 z
/NV 2 22 , g BO . =5.41 PP OH27
/ TL' ✓! / ° ROT. =4 40 . - - - - / C SED. =6.21 C C C o Q
-0H1 SHE= SHE= -_ _ �/ - - =° 6HEd H _ _ / HL �H -OHE -OHE HE SHE= -0HE- NHL -
S c 5 _ / - - - / SOT. =5.42 - - -
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CD CD
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GRASS, _ _ GR S t - - - 9 o6w
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W �• J
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R/M--9.25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/N U E. W =3.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T E M P O R A R i' - - - - - - - - - - - - - - T E1vI P O R A R�' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - o 0
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- INLET- - - - - - - - - - - - -
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D/3 - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - R/M--9.67 - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - _ - �STJ/S"RCP - - - --------- - - _ -
--- N 1024840.81 _--- -_ ,013 --- - - - - - - - - SED.=6.63 - -
R/M=9.27 - E 2827125.33-----------�--- - ---__ - ------ - R11U=9.28 - _ - - - - - - - - - - - - - - - - - - - - - - - ROT.=5.48 -
/Nf//E/=3.49 --------------- -- -- ---_-_-_-_- - - - - - - - - - - - R/M--9.11 - _ _-Ltj --------(STJ/5"RCP-=-=-_-_-_- _ ----- _ - - - -
/NUW=3.97_ - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - ----__-_ -==_=--------SED.=7.01 =----_ = I = - - - - - - - -_ROT.=3.28 = - - - - --__--=_=---=__-- - - ASPHALT- _ - _ - _ - _ - _ - _ - _ - _ - _ - - - Q N N
/N�Sj=4.02 = � -10---_ASPHALT--=---_-=--=-=___=- - - - - - -10- - - - - - - - - - - ROT.=4.24 _ _ - _ -ASPHALT _ _ _ - - _ _-=_=-_-- - - - - _ - - - --- - - - =10 - - - - - - - __---=-_-----_-10
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CB----------- (sT�15"RCP---(sT�15"RCP----------------------------------------------------------------------CONSTRUCTION---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ST22"RCP--------------------------------------------------- N
R/M--9.86-�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_l/GG----------------rrENTRANCE---------------------------�-� - - ---------------------------------------------------
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MAIL =--a/� ._._=_ _ ---- -�j� � ____ --- ---- - --------�V- -- --------�N----�N----_w-----w D/3 DRAWING SCALE: 1" 20'
-w- °-_i ; rid= -8- ��`-W = - =� _ - WV TPED
® TPED D/1 - 066 - - - - - - - D/3 - - - L/GG L/GGV o - - ® - -UGG - - - D/3 - - - - R/M---9.39 DATE: 7/16/2021
D13 D/1 (ST)12 " RCP RIM--9. 07 D/1 (5012 " RCP F/4 /F//POST R/M=9..16 SPRAV �i 1 C SCALE
//EAORIALL R/M---9.32 R/M=7.38 R/M=6. 65 D13 SED, =7.06 30 o i s 3o so , 20
R/M--5.80 SED. =6.57 B T 74 SHEET
/NV 2 62 WjO /Nl/=5.54 R/M---9.18 //VV 5 0.3 D/3 ROT. =436
/NV/N,S)=5. 62 /WATER/S/LT ROT. =3.92 SED. =6.38
CB (ST%12 " RCP ABOfVER/M/ SED. =6.38 R/M=9.34 CB -
CB SOT. =3. 63 50T. =3 63 CA/FA TOffR HIGII&A r (/00 R/1Nr0 SED. =6. 44 R/M=9. 72
R11V--9.83 R//V=9.. 66 CB ROT. =3.54 ( IN FEET )
R/M---9.78 �� � ������ � �68� 1 inch = 30 ft.
(OB /42, PG' 476)(09 380, P6 77J) Cg 6
R/M992
(OB 567 PC 689�(PC H, SL 102�
JOB #:210420
G

/ - - //V Y /. ✓1F
_ _ 66 R O (STj36" RCP
RR E AND %LREM%ELE R%ILRO%0 RAIL W Y� RAILROAD 1RACX5
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A SOUTHERN RAILROAD�� �� ��� T R� AILROAD�
ROLINA AND a-
_ _ AND CA 430, PG 429)(PC H, SL >02�
n. o
OB 9 - - a, _
/NV 2.71 (OB 380, PG 773�( _T - y L �e-
RA/LROAD TRAC/(S 9., /NV1.64 -
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N/I7--7-77_o) �a�, I l l 11 & TERESA A( 5AI1YER
,` RB 296,, PG 9L
/ +1 I / LOT 2
- - ///// { �1 +� �l I (PC D, SL J41)
�/ GP/N-9022-74 3199
l� I / \` \ /09 SHINGLE LAND/NG ROAD
A
WET POND i pO
vvR\+
+
LIMITS OF FOREBAY / / 00 DISTURBANCE / \
/
3.03 AC. // l + l lIll v
% / +o
Ro C %// + +�6 / +1
At
+
ff �� � < � / 6� N/F (/S\
A O // + ELDON LEE M/LLER, ///, TRTEE
N/F /// + } & L(/M 0111ER, TRUSTEE
M. PO%YELL PETERS, USTEE (OB 1455, Pc 719) \
(OB 1221, Pc .34) /// +b• I TEMPORARY / / / / PARCEL DES/GNATED AS \
TRACT 5 l/l / 1 I / /
2.
3.
4.
5.
/// INLET l / TRACT 5
(PC H, SL 102) /1 I 6 \ (OB 1458 PG 718
GP/N8022 74 38 /l/ + TEMPORARY SOIL 1� SPROTECTION / / �\ J
EROSION CONTROL NOTES 111 Ill 16 STOCKPILE AREA + 1 (TYP) I / / l \ �\ \� \ GP�N 802 LANDING ROAZ) \ \ 105 SHINGLE �
ALL NEW CONSTRUCTION ACTIVITIES ARE REQUIRED TO COMPLETE AND SUBMIT AN 111 Ill i� I /
/': . v 6.
/ 0 + /
ELECTRONIC NOTICE OF INTENT (NOI) FORM REQUESTING A CERTIFICATE OF /// / �. I / / \ \\\ \ +
COVERAGE COC UNDER THE NCG010000 CONSTRUCTION STORMWATER GENERAL
( ) / � \ SOIL BOUNDARY
PERMIT. THIS FORM MUST BE SUBMITTED PRIOR TO THE COMMENCEMENT OF ANY // �• ` 1. 9 + / / /� O 6� \ \ \ \
LAND DISTURBING ACTIVITY. THE NOI FORM AND INSTRUCTIONS CAN BE ACCESSED AL AUGUSTA FINE SANDY LOAM
deq.nc.gov/about/divisions/energy-mineral-land- +1 /// /�/ / \ \ / \ �' \\�\\\ RO ROANOKE FINE SANDY LOAM
resources/energy-mineral-land-permits/stormwater-permits/construction-sw /// / AT
+ // / ,\ \ \�\\
TITLE 15A NCAC 4B.0118(A) AND THE NCG01 PERMIT REQUIRE THAT THE FOLLOWING /
BE KEPT AT THE JOB SITE:
1. THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION.0�0�0U'tD tD\� \\�
2. THE NCG01 PERMIT AND THE COC, ONCE IT IS RECEIVED. / /// cRcRcRcRcRcRcR cO / , / / ,, / , 6' I� J
�/ �. \ \\
3. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS. \ \
/ 4. THE CERTIFICATE OFAPPROVAL.
THE SEDIMENTATION POLLUTION CONTROL ACT REQUIRES THAT PERSONS / / o� , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO ENSURE THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. THE INSPECTIONS SHOULD BE CONDUCTED\:
AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND / // / o�Ro�Ro�Ro�Ro�Ro�Ro�Rco�Roo�Ro�Ro , 04
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: +
deq.nc.gov/about/divisions/energy-mineral-land- J \ _
����� ��� deq.nc.gov/about/divisions/energy-mineral-l(ind-
DUNKIN N K I N I� I f 1 N F
/ - `b� �o�o�o�o� o�o�o N RETAIL / + / + \
resources/erosion-sediment-control/forms // + cD w m ry ui $ +
SKIMMER BASIN DESIGN BASED ON 3 DAYS TO DRAIN. // DONUTS � � U, D 1-STORY / / `l ( DAN/EL STONECYPHER \
1 / / / // 1-STORY o o� dl MARSHA STONECYPHER
ALL BASIN AND DIVERSIONS TO BE SEEDED AND MULCHED UPON INSTALL,�I'I'ON OF/ r cn D 1,820 SF /
MEASURES. /// / / - - - - - - / 1,800 SF -< -< 0 //. ( PG 148) \
l� l� l� l� z /.:::. / OB 699,
�� 00 GPIN8022-74-3199 \\
391 CARAR H/GHI�/AY
l
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NC SURFACE WATER CLASSIFICATION RR=�=� �R� g� _�_�==�o / v
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STREAM: MOYOCK RUN // / o�o�o�o�o�o�o�o o�o�o� �o�o�o�o� oDo��o�o�o / / CB - - - - - - - - _ _
CLASSIFICATION: C, Sw /% ���������� a0/1 %� �� ��� 1 - / / \ R/M=.69__________________ a
// / ❑
RIVER: PASQUOTANKo�o�o� �o oRR/M=9.04 �o
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R/M-899 <R/M- . 97 - - - - - - a
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// / oRoRoRoRoR SE0.=6.89 j00000000 o== RRRRR SED. 07 / / R/M=7.31 a
BO . 5.41 - - - - - - a
SED. =6.21 - - - - - -
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R/M--9.18 - ----- T15 JrRCP _____ - 0------------ BOT.=663
/N//E/=3.49 R/M--9.11 SED. =6.18 (SJ
549
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RCPTC 9.66 L 9.11L9FLR/M-9.86 T,20 C 9, 84 rqql) 925 TC . 77 C . 85 L TC 9. 84 T9. 9.04
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--5.80 SED. =6.57 D/3 SED. 7.6
R/M
R/M=6. 65 R/M=9..18 /NV 5. 03 D13 BOT =4.36 30 0 15 30
/WATERIS/LT BOT. =3.92 SED. =6.39 SED. =6,38
ABOVLFR/M) CB BOT.=3.63 R/M---9.34 �B _ n
BOT. =3 63 CA/FARffZ �161P/A E (/00 R11/) SED. =6.44 RIM--9.72
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RIM---9. 78 (N C. H/GH9 1A Y 168) BOT. =3.54
(0B 142, PC 476)(09 380, P6 77J) R/M992
(OH 567 PC 689)(PC H, SL /02)
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DATE: 7/16/2021
120 1 SHEET
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JOB #:210420

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
E:GROUND
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
Perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities an areas with temporary
p Y p ry
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary stabilization
Permanent StabiIiI
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
g .P Y g q
erosion on disturbed soils for temporary or permanent control needs.
;NORTH1i'CAROLINA_
.Envi'ron>r;Fentad',Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/1
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
S
SMM2LA
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gnaw GRADE Vwrr !CiRImar ABOVE GRADE VASiarr STw•m ME
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4, Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
sp ills or overflow.
7. Locate washouts in an easilyaccessible area on level round and install a stone
g
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
t. Do not stockpile these materials onsite.
SKIMMER BASIN
DRAINAGE AREA
2.55 AC
DISTURBED AREA
2,55 AC
REQUIRED VOLUME
4590 CE
PROVIDED VOLUME
6491 CE
REQUIRED SURFACE AREA
3738 SE
PROVIDED SURFACE AREA
3740 SE
TOP WIDTH
44 ET
TOP LENGTH
85 ET
WEIR LENGTH
4 ET
SKIMMER SIZE
2 IN
ORIFICE SIZE
1.25 IN
PEAK 010
11.5 CES
DEWATER TIME
3.1 DAYS
SKIMMER BASIN MAINTENANCE
1. INSPECT BASIN AND BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT
RAINFALL.
2. REMOVE SEDIMENT AND RESTORE BASIN TO ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
3. REPAIR ANY DAMAGE TO BAFFLES.
4. DISLODGE ANY TRASH OR DEBRIS FROM THE SKIMMER, SKIMMER ARM OR BARREL PIPE.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
Baffles need to be installed correctly in order to fully provide their benefits.
Refer to Figure 6.65b and the following key points:
• The baffle material needs to be secured at the bottom and sides using
staples.
• Most of the sediment will accumulate in the first bay, so this should be
readily accessible for maintenance.
" '� it+i�lll11
l�i.�rf�1 � lit
PVC End
Cap
r�
`I,,"
PVC Tea
Figure 6.65b Coir Fiber Baffle Detail
Cross section of a porous baffle in a sediment basin.
Arm Assembly _
V "C'Enclosure
�I
. - Water E
ntryCP cRSP CTIV VIEW unit PVC Elbow PVC Vent Schedule 40
/ Pipe PVC Pipe
PVC Pipe
u "' Holes in
Underside Flexible
r Hose
ENb VIEW -
IC End
Cap
Schedule 401
PVC Pipe L-
- PVC Tee Orifice
o Plate
n.
Bottom Surface
FRONT VIEW
Date:
NCDOT #5
WASHED
EROSION CONTROL NARRATIVE
PROJECT DESCRIPTION: THE PROJECT CONSISTS OF A PORTION OF FIVE EXISTING PARCELS ALONG
CARATOKE HIGHWAY IN MOYOCK, CURRITUCK COUNTY, NC. THE PROPOSED PROJECT CONSISTS OF A
6,000 SF BUILDING THAT WILL INCLUDE A DUNKIN DONUTS, RETAIL SPACE AND RESTAURANT SPACE.
EXISTING SITE CONDITIONS: THE EXISTING SITE CONTAINS EXISTING GRAVEL AND ASPHALT PAVEMENT
WITH PATCHES OF CONCRETE. THERE ARE EXISTING DITCHES TO THE NORTH, SOUTH AND CENTER
OF THE PROPERTY AND AN EXISTING POND ON THE EASTERN SIDE.
ADJACENT SITE: THE SITE IS BOUNDED BY CARATOKE HIGHWAY TO THE WEST, RAILROAD TRACKS TO
THE EAST, VACANT LAND TO THE NORTH AND A SMALL BUSINESS TO THE SOUTH.
OFF -SITE AREAS: NO OFF -SITE AREAS ARE PROPOSED WITH THIS PLAN.
SOILS: THE MAPPING UNITS FOR THE SITE ARE At AND Ro.
MAP UNIT At- AUGUSTA FINE SANDY LOAM, 0-2% SLOPES, SOMEWHAT POORLY DRAINED, HAS A
KSAT OF (0.57-1.98 IN/HR). At IS HYDROLOGIC GROUP B/D.
MAP UNIT Ro- ROANOKE SANDY LOAM IS POORLY DRAINED, HAS A KSAT OF (0.00-0.20 IN/HR).
Ps IS HYDROLOGIC GROUP C/D.
EROSION CONTROL SEQUENCE/SCHEDULE
1. OBTAIN EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE.
2. CONTACT NCDEQ WASHINGTON OFFICE BEFORE ANY LAND DISTURBANCE OCCURS.
3. CONTRACTOR TO HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE ACTUAL
START OF CONSTRUCTION. CONTACT NCDEQ INSPECTOR.
4. CONTRACTOR TO CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES
AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION/DIGGING OR AS DIRECTED AT THE
PRE -CONSTRUCTION MEETING.
5. INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE, AND INLET PROTECTION AS
SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. INSTALL DIVERSIONS AND SKIMMER
BASIN.
6. SEED AND MULCH THE DIVERSIONS AND BASIN IMMEDIATELY UPON COMPLETION OF
INSTALLATION.
7. LAND DISTURBANCE MUST BE LIMITED TO THE LIMITS SHOWN ON THE PLANS.
8. REMOVE EXISTING PAVEMENT, CONCRETE AND GRAVEL AS INDICATED.
9. BEGIN GRADING OPERATIONS AND INSTALLING PROPOSED STORM SEWER AND UTILITIES.
10, APPLY SURFACE STABILIZATION (TEMPORARY OR PERMANENT) WITHIN 14 DAYS ON ALL
DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE.
11. GRADE BUILDING PAD AND PARKING LOTS.
12, INSTALL BASE STONE FOR PAVEMENT AND CURBING,
13, UPON APPROVAL FROM NCDEQ, DECOMMISSION SKIMMER BASIN AND FINALIZE GRADING OF
BMP.
14, INSTALL LANDSCAPING AND FINAL STABILIZATION. CLEAR ALL THROUGH AND BOUNDARY
DITCHES AND DRAINS OF DEBRIS AND ORGANIC MATTER.
15, UPON APPROVAL OF NCDEQ AND PERMANENT GROUND COVER IS ESTABLISHED, REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES.
16. COMPLETE E&SC PLAN CLOSE OUT AND SUBMIT NOTICE OF TERMINATION TO NCDEQ.
19-GAUGE HARDWARE CLOTH
Q1 MESH OPENINGS)
Page:
ri
�I�I�I■
FILTERED NCDOT #5 OR #57
„ATE WASHED STONE
Construction:
1. Uniformly grade a shallow depression approaching the inlet. Maintenance:
2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. Space 1. Inspect sediment fences at least once a week
posts evenly around the perimeter of the inlet, a maximum of 4 feet apart. and after each 1 inch or greater rainfall. Make
3. Surround the posts with wire mesh hardware cloth. Secure the wire mesh to any required repairs immediately.
the steel posts at the top, middle, and bottom. Placing a 2-foot flap of the 2. Clear the mesh wire of any debris or other
wire mesh under the gravel for anchoring is recommended. objects to provide adequate flow for subsequent
4. Place clean gravel (NC DOT #5 or #57 stone) on a 2:1 slope with a height rains. Take care not to damage or undercut the
of 16 inches around the wire, and smooth to an even grade. mesh during sediment removal.
5. Once the contributing drainage area has been stabilized, remove 3. Replace stone as needed.
accumulated sediment, and establish final grading elevations.
6. Compact the area properly and stabilize with groundcover.
EFFECTIVE DATE: 11/12/2020
INLET PROTECTION
Compacted soil 2'
ril I f1
.•r _ `• +
ti 1 S fTl I C1
-� •� 6' typical �
Figure 6.20a Temporary earthen diversion dike.
TEMPORARY DIVERSION
DatP-
Construction:
1. Clear the entrance and exit area of all vegetation, roots,
and other objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions
shown on the plans, and smooth it.
3. Provide drainage to car water to a sediment trap or
9 carry P
other suitable outlet.
4. Use geotextile fabrics in order to improve stability of the
foundation in locations subject to seepage or high water
table.
• NORTH CAROLI N .,,
Maintenance:
1. Per NCG-01 inspect at least once a week and after each 1
inch or greater rainfall; make any required repairs
immediately.
2. Maintain the gravel pad in a condition to prevent mud or
sediment from leaving the construction site. This may
require periodic to dressin with 2 inch stone.
q p topdressing
3. Immediately remove all objectionable materials spilled,
washed or tracked onto public roadways.
AY)
Environmental Qucil+r, CONSTRUCTION ENTRANCE / EXIT
EFFECTIVE DATE: 11/12 -15
Paoe:
Date: Page:
I I
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE
AND HARDWARE CLOTH
SECTION VIEW
DA,.T.F.; 1 i f 121202�'�
Date:
4' MIN.
FRONT VIEW
SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
T FILTER FABRIC GROUND
ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH Freshen stone when sediment accumulation exceeds 6 inches. Keep
mesh free of debris to provide adequate flow.
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de -watering.
Steel Post
SILT FENCE OUTLET
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence
Construction:
1.
Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2.
Ensure that the height of the sediment fence does not exceed 24
inches above the ground. (Higher fences may impound volumes of
water sufficient to cause failure of the structure.)
3.
Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post.
4.
Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the
upslope side of the fence post. Wire or plastic zip ties should have a
minimum 50 pound tensile strength.
24�"
5.
When a wire mesh support fence is used, space posts a maximum of
8 feet apart. Supports should be driven securely into the ground a
minimum of 24 inches.
Wire Fen(
6.
Extra strength filter fabric with 6 feet past spacing does not require
wire mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound
Plastic or
tensile strength.
Wire
7.
Excavate the trench approximately 4 inches wide and 8 inches deep
along the proposed line of the posts and upslope from the barrier.
8.
Place 12 inches of fabric along the bottom and side of the trench.
Steel Post
9.
Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence
performance.
10.
Do not attach filter fabric to existing trees.
Maintenance:
1.
Inspect sediment fences at least once a week and after each 1 inch
rainfall. Make any required repairs immediately.
2.
Should the fabric of a sediment fence collapse, tear, decompose, or
24"
become ineffective, replace it promptly.
3.
Remove sediment deposits as necessary to provide adequate storage
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4.
Remove all fencing materials and unstable sediment deposits and
brin the area to rode and stabilize it after the contributin draina e
Filter Fabric
Filter Fabric
Page
Wire Fence
Plastic or
Wire ties
18-24"
8" down & 4"
forward along the
trench
\ Backfill trench
and Compact
thoroughly
Upslope
8" in.
9 9 9 9 CROSS SECTION VIEW
area has been properly stabilized.
"�1L1ixrH� �. _ SILT FENCE
r
EFFECTIVE DATE: 11/12/2020
MAINTAIN SEDIMENT AND EROSION
CONTROL MEASURES IN ACCORDANCE
WITH 15A N.C.A.C. 413.0013.
1/24/22
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DATE: 7/16/2021
SHEET
8
JOB #:210420

6" CONCRETE SLAB W/ WEE 6X6
REINFORCEMENT
6" AGGREGATE BASE COURSE-21 B
06 1 110111MI mom Ink7_1170
CONCRETE PAD DETAIE
N.T.S.
GEN. NOTES
1.) 6"DIA STEEL POSTS SHALL BE SET A MINIMUM OF 36" INTO
CONCRETE.
2.) BRICK COLOR TO MATCH THE BRICK ON THE BUILDING, U.N.O.
3.) INSTALL 1x6 BOARDS J" APART. PAINT DUMPSTER GATE
WOOD BOARDS, POST, HINGES AND ACCESSORIES AS
SPECIFIED ON "EXTERIOR FINISH SCHEDULE". ALL WOOD
BOARD SHALL BE #1 CEDAR OR REDWOOD.
5' — 0"
d .
n d e' a
4„ CLASS I:
AIR ENTRAINED
e 4.
.4
CONCRETE
Ili l
STRUCTURAL
13ACKFILL
USE PREFORMED 1" EXPANSION JOINT FILLER WHEN ADJACENT TO
BUILDINGS. SCORING SHALL BE EVERY E' WITH EXPANSION JOINTS
EVERY 30' MINIMUM, BROOM FINISH WITH TROWELLED EDGES.
CONCRETE SIDEWALK SECTION
0 .
❑ El12" xW/ ( xCONT. CONC.
(� BO OM2) #5's CONT.
3' -2" S-2"
6COIN
EW/118L0D TEEL
PIPEBOLLARDS 36" DEEP
❑ FOOTING FOR DUMPSTER STOP
o 3500 psi AIR-ENTRAINEDR-
6"8" CMU ENCLOSURE WALL
CONCRETE SLAB ON GRADE W/ W/ #5 REBAR IN GROUT
CONFIRM REQUIRED FIBERMESH REINFORCEMENT FILLED CELL AT 32" O.C.
INSIDE DIMENSIONS WITH VERT. MAX. (TYP.).
❑ THE LOCAL SOLID WASTE ❑
MANAGEMENT CO. " 4" BRICK VENEER TO
1 0 x2 L GALV. STEEL PI E
. GATE POST: EMBEDDED IN CONC. ❑ MATCH BUILDING
6" 0 CONC. FILLED STEEL PIPE FOR FOOTBOLT ®BOTH
WITH 18"0 x48" DEEP FOOTING[EN
OPEN & CLOSED POSITIO S
❑ 9'-2" CLEAR WPEN ❑
TURN SLAB DOWN 18"
DEEP X12" THICK 0 EDGE
4" 4„
1'-4" 10'-8" 1'-4"
13' - 4"
HSS 1x2x3/16" GATE POST:
STEEL TUBE FRAME 6" 0 CONC. FILLED STEEL PIPE
ALL AROUND WITH 18" 0 x48" DEEP FOOTING
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NOTE 3 ABOVE L 1/2"0 x1'-61 CANE
BOLT @ EACH GATE
FRONT ELEVATION
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REAR ELEVATION (SIDE ELEVATIONS ARE SIMILAR)
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DUMPSTER PAD AND ENCLOSURE DETAIL
N.T.S.
N.T.S.
C'nA h I�ITI In �Ilol IS
=MENT
M-25 BITUMINOUS
ONCRETE PAVEMENT
NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
1/8" RAD SURFACE OF
SIDEWALK
JOINTZ .: —
SEALER
•'p',.A'•'•'p';.0 t•'p'.1 ?•'p',.A ?•'; •'p'.0-?•'p .: ?•'p..E '•'p ..G' -
1/2" JOINT WIDTH_I _ JOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
/ 1/2" EXPANSION JOINT "!//a
3" WIDE x 1" DEEP GROOVED OR
JOINT WITH JOINT
BUILDING, NG COMPOUND
WALL, ETC. / 1/8" RAD
PROPOSED :•:
CONCRETE PROP. C&G
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
CONCRETE SLAB W/ WTE 6X6
NEORCEMENT
AGGREGATE BASE COURSE-21 B
COMPACTED SUBGRADE
CONCRETE PAVEMENT DETAIL
21-B AGGREGATE
BASE COURSE
95% COMPACTED
SUBGRADE
*NOTE: PAVEMENT SECTION BASED ON A CDR VALUE OF 10 OR
GREATER. ACTUAL DESIGN MAY VARY DEPENDING ON SOIL CONDITIONS.
HEAVY DUTY PAVEMENT SECTION
N.T.S.
STRIPED ACCESS
HANDICAP
PARKING
SIGN (TYP)
NOTE: MAXIMUM SLOPE / CROSS SLOPE
IN ANY DIRECTION IS 2.0 %
HANDICAP PARKING DETAIL
N.T.S.
N.T.S.
"M-9.5 BITUMINOUS
DNCRETE PAVEMENT
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848.01
3"
it
21-B AGGREGATE
8"
BASE COURSE
95% COMPACTED
SUBGRADE
*NOTE: PAVEMENT SECTION BASED ON A CBR VALUE OF 10 OR
GREATER. ACTUAL DESIGN MAY VARY DEPENDING ON SOIL CONDITIONS.
LIGHT DUTY PAVEMENT SECTION
EDGE OF PAVEMENT
EDGE OF SUB —BASE
C III
=III III III III III III„ III III III III
SIDE ELEVATION
6' - 0"
BUMPER BLOCK
6„ 6„ P ' x RECAST CONC.
BUMPER BLOCK
FRONT ELEVATION
24" LONG #5 REBAR
PROPOSED BUMPER BLOCK
N.T.S.
2" DEEP SAW CUT
EXISTING DRIVEWAY
a PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT.
Fir
=go
C
BUILD THIS PORTION OF DRIVEWAY PAVEMENT
C
PLAN
DETAIL OF DRIVEWAY
* SIDEWALK TAPERS DOWN
5' BACK FROM DRIVEWAY
VARIABLE SEE SHEET 6"
2 OF 2 FOR DRIVEWAY GRADES)
�L
T
WHEN DIRECTED.
SECTION C-C
DESIRABLE DRIVEWAY GRADES
BERM
" A B 5'-0" 5'-0" W-0"
*+2% GRADE WHEN * +2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION TIER
LOCATION _ -
OR FLAT-
+15
� -
+8� OR FLATTER _ _ _ - -
-2% OR FLATTER OR FLATTER - - - - _ _
15� OR FLATTER
*SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
8' OR LESS
5'-0"
+2%*
2'-6"
+5%
8' OR LESS
2'-0"
+6%
5'-6"
+2%*
10'
4'-0"
+4%
5'-6"
+2%*
12' & OVER
4'-6"
+4%
7'-0"
+2%*
MAXIMUM DRIVEWAY GRADES
ERM
"f A B 5'-0" 5'-0"
*+2% GRADE WHEN * +2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION
+16%_.--
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NON-INVASIVE PERMANENT SEEDING
Page:
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
NON-INVASIVE PERMANENT SEEDING
Species Rate
RECOMMENDATIONS FOR LATE
Hard Fescue 15 Ibs/acre
WINTER AND EARLY SPRING
Switchgrass 2.5-3.5 Ibs/acre*
SEEDING MIXTURE
Indian Grass 5-7 Ibs/acre*
Species Rate
NON-INVASIVE PERMANENT SEEDING
Big Bluestem 5-7 Ibs/acre*
Centipede 5 Ibs/acre
RECOMMENDATIONS FOR SUMMER
Indian Woodoats 1.5-2.5 Ibs/acre*
Indian Woodoats 1.5-2.5 Ibs/acre*
SEEDING MIXTURE
Virginia Wild Rye 4-6 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
Species Rate
Indian Woodoats 1.5-2.5 Ibs/acre*
*Depending upon mix with other species. See table
*Depending upon mix with other species. See table
Virginia Wild Rye 4-6 Ibs/acre*
6.11.d from Chapter 6 of the INC Erosion and Sediment
6.11.d from Chapter 6 of the INC Erosion and Sediment
Control Planningand Design Manual.
9
Control Planning and Design Manual.
*Depending upon mix with other species.
Seeding Dates
Seeding Dates
See table 6.11.d from Chapter 6 of the INC
Erosion and Sediment Control Planning
Mountains - Hard Fescue- Aug 1 - June 1
Coastal or Eastern Piedmont for Centipede- Sept. 1 -
and Design Manual.
Mountains- Switchgrass, Indian Grass, Big Bluestem-
May 1
Dec 1 - April 15
p
Coastal and Piedmont for Indian Woodoats and Virginia
Seeding Dates
Piedmont and Coastal- Switchgrass, Indian Grass, Big
Wild Rye- Feb 15 - April 1
Mountains -July 15- Aug 15
Bluestem- Dec 1 - April 1
Mountains for Indian Woodoats and Virginia Wild Rye -
Piedmont -Aug 15 -Oct 15
Coastal- Indian Woodoats and Virginia Wild Rye-
March 1 - May 15
Sept 1 - Nov 1
Maintenance:
Maintenance:
Indian Woodoats and Virginia Wild Rye
Maintenance:
Significant maintenance may be required to obtain
are both sun and shade tolerant.
o
Hard Fescue is not recommended for slopes > 5 /o.
desired cover once centipede is planted. Acceptable for
Prefers shade.
I sodding.
SEED BED PREPARATION:
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 1 z tons/acre on
coarse -textured soils and 2-3 tons/acre on fine -textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or
higher need not be limed.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated
into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the
surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. The finished grade shall be a smooth even soil
surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately
after finished grades are obtained and seedbed preparation is completed.
NOTES:
1. Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table.
2. A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used
in lieu of nurse crops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must be applied uniformly over the soil with a cover density
of at least 80%.
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
.&,'EnvironmentalQriy
PERMANENT SEEDING RECOMMENDATIONS
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DATE: 7/16/2021
SHEET
9
JOB #:210420

CO
4" THREADED _
PLUG---
4" THREADED J
FITTING
FINISHED GRADE
DI CLEANOUT
COVER
4" PVC AS
JECESSARY
-SANITARY TEE (SIZE
PER PLANS)
IN PAVEMENT OR CONCRETE
"FLUSHWTH
""CRETE DONUT
INSTALLED
DE
lED GRADE
4" PVC AS
JECESSARY
-SANITARY TEE (SIZE
PER PLANS)
IN GRADED AREA
SANITARY SEWER CLEAN -OUT
12-16
TRENCH WIDTF
PIPE SIZE
(IN.)
T
6-8
10
12
15
18
24
NTS
TYPICAL TRENCH DETAIL FOR PRESSURE PIPE
NTS
NOTES: "
1• TAP SHALL BE PERFORMED IN THE PRESENCE OF A
REPRESENTATIVE OF CURRITUCK CO. WATER DEPT.
AND THE ENGINEER.
2. TAPPING SLEEVE AIR TEST SHALL BE PERFORMED AT
100 PSI FOR 15 MINUTES.
BLOCK PER THRUST BLOCKING
DETAIL BEFORE PERFORMING TAP.
STAINLESS STEEL TAPPING SLEEVE
ON EXISTING MAIN
METER BASE
LOAD RATED
AUTO TRANSFER SWITCH
TAPPING DETAIL
NTS
ALARM LIGHT
ALARM LIGHT
HOOD LIGHT TO OVERHEAD LIGHTS -
LOAD
3 PHASE
RATED
208 V
O
AUTO
100 AMP
METER
TRANSFER
ELECTRIC
BASE
SWITCH
CIRCUIT
BREAKER
I PANEL
EXISTING GROUND
-VALVE BOX
4" PVC SLEEVE
(ENDS 4" - 6" BELOW
BOTTOM OF CAP)
TAPPING VALVE
ROL PANEL AND
-ALARM tsux W/ HORN AND LIGHT
LOCKABLE NEMA 4X ENCLOSURE
3 PHASE 208 V 100 AMP
ELECTRIC CIRCUIT BREAKER PANEL
TO ALARM LIGHT
PUMP CONTROL PANEL AND
ALARM BOX W/ HORN AND LIGHT
LOCKABLE NEMA 4X ENCLOSURE
GFCI
PUMP
CONTROL
PANEL
•n
.e e
.a .a
-18"- TO GENERATOR (BY OTHERS)
TO TRANSFORMER
1 - 1" CONDUIT
TO JUNCTION BOX
2 - 1 1/4" CONDUITS
POWER & FLOAT TO
PUMP BASIN
ELECTRICAL EQUIPMENT RACK -
AUTOMATIC STANDBY GENERATOR
NTS
PLAN 90'
E)3'
3" MINIMUM
MINIMUM
T
�A/2 MIN.
SECTION 90° & TEE
90' ELBOW WITH
MJ PLUG AND
QUICK CONNECT
GATE VALVE, (TYP)
I2 MIN. ..
SCH 80 PVCI
FLAP STYLE' SCH 80 PVC 9 ❑
CHECK VALVE' ELBOW (TYP)
PVC DRAIN,.
4" OIL FILLED PRESSURE
GUAGE WITH ❑IAPHRAM
PVC TRUE
"
SEAL 0-160 PSI, 1/4"
UNION
E
NPT STEM WITH SNUBBER
6"
SHOP
, ,.1
X"x1/2" SCH 80
TEE W/ 1/2 x1/4"
SLIP x FIP BUSHING
SLOPE
SCH Pyg
+, 3' MIN),
OF FORCE MAIN
ITEE
-EXTENDED
SCH 80 REDUCER
BASE cz9
FILL WITH
COUPLING (AS NEEDED)
NO -SHRINK
GROUT (TYP)
UNIFLANGE USED'
HALLIDAY HOIST FOR PIPE
SOCKET, MODEL RESTRAINT
NO D2F OR
APPROVED EQUAL PRECAST
2' MIN. EXTENDED CONCRETE VAULT
BASE
CONCRETE PAD/
NOTE:
TRANSITION FROM SCH 80
EDGE OF CONCRETE PAD PVC PIPING TO SDR 21 PVC
10 FEET OUTSIDE VALVE BOX
CONCRETE SEWER PUMP STATION - TOP VIEW
NTS
IF SENSOR WIRES ARE BUNDLED
WITH PUMP POWER CORD IN A
SINGLE CORD, ONLY 2 CONDUITS
ARE REQUIRED.
W/SCREEN r�
SCH 80 PVC
150 PSF LOAD RATED WATER TIGHT 30"x36"
ALUMINUM HATCH WITH HOLD OPEN AND LOCKING
MECHANISM. CONTRACTOR SHALL VERIFY THE
REQUIRED HATCH SIZE WITH THE PUMP
MANUFACTURER PRIOR TO ORDERING PRECAST TOP
AND HATCH
iALUDAY HOIST
SOCKET, MODEL TIGHT 48x48" ALUMINUM
NUMBER D2F OR HATCH WITH HOLD OPEN AND
APPROVED EQUAL LOCKING MECHANISM
TOP VIEW PUMP STATION LID
NTS
04
a
N
GRIP RINGS MAY BE USED ON PIPE UP TO
12" IN DIAMETER IN LIEU OF BLOCKING IN
SOME LOCATIONS. USE OF GRIP RINGS
SHALL BE BY PRIOR APPROVAL OF THE
CURRITUCK COUNTY ENGINEERING DEPT.
PIPE 14" AND LARGER SHALL UTILIZE
MEGA -LUG, STAR -GRIP OR EQUIVALENT
RETAINER GLANDS AND SHALL INSTALL
CONCRETE THRUST BLOCKING PER THIS
DETAIL.
CONCRETE THRUST BLOCK SCHEDULE
PLAN TEE
PLAN PLUG
FITTING
PIPE SIZE (NOM. DIA. IN INCHES)
2"
4"
6"
8"
10"
12"
16"
18"
20"
24"
TEE
1.6
1.9
2.8
3.8
4.7
5.9
7.5
8.5
9.4
11.3
90' BEND
1.5
1.9
2.8
3.8
4.7
5.9
7.5
8.5
9.4
11.3
45' BEND
1 1.0
1 1.4
1 2.1
1 2.8
1 3.5
1 4.3
1 5.5
6.2
6.9
7.7
22 1/2' BEND
.8
1 1.0
1 1.5
1 2.0
1 2.5
1 3.1
1 4.0
4.5
4.9
5.5
TABLE "A" DIMENSIONS (IN FEET)
THRUST BLOCK DETAIL
NTS
8'
CONTRACTOR SHALL VERIFY REQUIRED
CONTROL PANEL RACK & SHEILD DIMENSIONS.
ELECTRICAL EQUIPMENT RACK AND SHIELD - FRONT VIEW
1 OF 3
KI Tc
MOUNT ALARM LIGHT
1/8" ALUMINUM SHEET
WELD AS REQUIRED
(TYP)
X3"X 1 /4"X8' -O"
LONG ALUMINUM
I IY%rT n (ANGLE -WELD AS REQUIRED)
3' 3" THREADED CAP
3 - 3" DIAMETER
f GALVANIZED POSTS.
SEE INSET A SEE INSET B
3"X3"X1/4"X8'-O" LONG ALUMINUM
1/8" ALUMINUM SHEET ANGLE -WELD AS REQUIRED.
WELD AS REQUIRED 6"
(TYP) 9-3/8" GALVANIZED
BOLT & NUT WITH
WASHER ASSEMBLY
(TYP.)
1 1/4" HOLE FOR \��\
BOLT ACCESS
i
d n A .
3"X3"X1/4"X6" LONG ALUMINUM o
ANGLE -WELD AS REQUIRED. .a a
(TYP.)
c4
INSET B
0
ELECTRICAL EQUIPMENT RACK AND SHIELD - SIDE PROFILE
MOUNT AUDIBLE ALARM
ADJACENT TO CONROL
PANEL SHIELD
ELECTRICAL EQUIPMENT RACK AND SHIELD
- ISOMETRIC VIEW OF SHIELD
3 OF 3
NTS
2 OF 3
NTS
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DATE: 7/16/2021
SHEET
10
JOB #:210420

4" VENT PIPE
W/SCREEN SCH 80 PVC
90' ELBOW W/MJ PLUG AND
QUICK CONNECT
JUNCTION BOX
(FLOATS/PUMP)
TOP ELEVATION-x
4"-6-
/2"
4"
6"
ROUT ALL PIPED
)NNECTIONS WITH
)RAULIC CEMENT
INCOMING
GRAVITY
SEWER
PRECAST
WET WELL
DUCTILE IRON
SUCTION LINE
EMERGENCY
PUMP OUT
STAINLESS -
STEEL
LIFTING
CHAIN
NOTES:
1• ALL 2" AND 3" PIPE FITTINGS SHALL BE
SCH 80 PVC.
2. ALL 4" PIPE AND FITTINGS SHALL BE
HALLIDAY HOIST SOCKET, DUCTILE IRON
MODEL NO. D2F OR
APPROVED EQUAL 3. PUMP BASES SHALL BE FASTENED TO
ALUMINUM HATCH (SEE TOP THE CONCRETE WET WELL INVERT BY NO
FLAP STYLE LESS THAN FOUR 3 4" STAINLESS BOLTS,
VIEW) HALLADAY, BILCO, OR TRUE UNION WHICH HAVE BEEN CAST INTO THE INVERT
EQUAL CHECK VALVE
OR THREADED IN A CAPSULE ANCHOR BY
MOLLY, HILTI, OR EQUAL. THE BOLT
TRUE UNION SHALL HAVE A PULLOUT STRENGTH OF
GATE VALVE NO LESS THAN 5000 LBS AND SHALL BE
2 — SCH 80 PVC SUITABLE FOR VIBRATING EQUIPMENT.
90ELBOWS
TEE 4" OIL FILLED
10" PRESSURE 30" MIN COVER
i' CONCRETE GUAGE
GROUT BOTTOM OF
PVC VAULT TO DRAIN
PVC UNION DRAIN j 8" COMPACTED #57
j`,<FLAPPER TYPE PVC CHECK VALVE OR #67 STONE
TO BE LOCATED COMPLETELY CONCRETE
INSIDE PUMP STATION PIPE SUPPORT
- INTERMEDIATE GUIDE RAIL SUPPORT WITH CLAMP
AS REQUIRED BY MANUFACTURER
STAINLESS STEEL GUIDE RAIL SUPPORT AS
REQUIRED BY MANUFACTURER
ELEVATION OF INFLOW & 2 HOUR STORAGE
ALARM /LAG PUMP ON ELEVATION
►if
4 r --STAINLESS STEEL ANCHOR
BOLTS AS RECOMMENDED BY
4" SLUDGE SHOE TWO SUBMERSIBLE THE MANUFACTURER
6" THICK GRINDER PUMPS
EXTENDED BASE
EXTEND SCH 80 PVC
PIPING 10 FEET FROM
VALVE BOX
ALL HARDWARE IN
WET WELL AND VALVE
VAULT SHALL BE
STAINLESS STEEL.
INSIDE
OUTSIDE
NON —SHRINK
GROUT PACK
BUTYL RUBBER
INTO JOINT
SEALANT
AFTER SETTING
APPLY TO
OF SECTION
CLEAN, DRY,
JOINT DETAIL
DUST —FREE
SURFACE
NON —SHRINK
GROUT PACK
INTO JOINT
BUTYL RUBBER
AFTER SETTING
SEALANT
OF SECTION
APPLY TO
CLEAN, DRY,
JOINT DETAIL DUST -FREE
SURFACE
CONCRETE SEWER PUMP STATION - SECTION VIEW
NTS
1[6111�"1
1. WET WELL TO BE 6' INSIDE DIAMETER, 4000PSI MINIMUM
2. STONE BEDDING TO BE NCDOT #57 OR #67
3. SUPPLY TWO SUBMERSIBLE GRINDER PUMPS WITH STAINLESS
STEEL PULL CHAINS FOR EACH PUMP.
PROJECTED DAILY DEMAND = 2,061 GPD
RESTAURANT: 44 SEATS @ 40 GPD/SEAT
RETAIL: 3010 SF @ 100 GPD/1000 SF
SUBMERISBLE NON—GLOGGING GRINDER PUMPS:
FLOW REQUIRED = 19.6 GPM
SUPPLY TWO HOMA SUBMERSIBLE GRINDER PUMPS:
MODEL GRP 19/3 (2.0 HP, 23OV, THREE PHASE)
OR APPROVED EQUAL
CONTRACTOR TO VERIFY EXISTING POWER PHASE
AND VOLTAGE PRIOR TO ORDERING PUMPS AND
CONTROLS
OPERATING POINT:
ALL PUMPS ON 26 GPM @ 73 FT TDH
PUMP STATION DATA
DESCRIPTION
ELEVATION
CONTROL PANEL BOTTOM
9.75
TOP OF WET WELL
8.25
FINISHED GROUND
8.25
INVERT OF INFLUENT
3.90
HIGH WATER ALARM
3.05
LAG PUMP ON
2.55
LEAD PUMP ON
2.25
PUMPS OFF
2.00
WET WELL FLOOR
0.00
TOP OF BASE SLAB
0.67
BOTTOM OF STONE
1.33
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9" 2►-0►►
�• 3" RAD.
11' 7"
24" MANHOLE
21 0" FRAME & COVERS 2' 0"
(MH-5900—F)
.......... .. ..- .. ................... --- --.-.
o� o
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CN BOOT If, ROOT
FOR 4" FOR 4„
INLET OUTLET
M--------------- ------ --------- - ------ ----------"
46"
PLAN VIEW
STRUCTURES DESIGNED FOR
MAXIMUM 8 FT OF COVER 24" MANHOLE
FRAME 8c COVERS
�_(MH-5900—F)
5,00 PSI
VAULT REINFORCED RISERS TO REINFORCED
FOR H2O TRAFFIC GRADE BY CONCRETE
LOADING � —CONTRACTOR
SECTION VIEW
NOTES
1. VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY 26,000 LBS,
2. RISERS TO GRADE SUPPLIED & INSTALLED BY THE CONTRACTOR
3. MANHOLE FRAME & COVERS SHIPPED LOOSE FOR INSTALLATION BY CONTRACTOR
4. H2O TRAFFIC LOAD RATED
�L �A R �� � tiIV 8Y SCALE-. NONE DATE:
r� 8/07/12 DWG: GT-2ffr70 ii20
210 STOKE SPRING ROAD 2,000 GALLON H2O
HARRISONBURG, VA 22801 a cp&p GREASE INTERCEPTOR
(540) 434 - 6979
l
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6"
_
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OUTLET
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RAD.
►► RAID. i � �
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1'-6" CURB AND GUTTER
4' - 0" PROPOSED
2'-0" 2'-0" EDGE OF
PAVEMENT
81' 2►-
12" '. ` _
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v GENERAL NOTES:
v -PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT
C D A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
C'3 SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
C Z WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
m -1 -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
O TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
�D CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1/2" DEEP.
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN S"xV MEDIAN CURB,
WITH JOINT FILLER AND SEALER.
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO
ALL RIGID OBJECTS.
SHEET 1 OF S
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SECTION VIEW OF JOINTS SHEET 1 OF S
846.01
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DATE: 7/16/2021
SHEET
JOB #:210420

VEGETATED SIDE
SLOPES 3:1
VEGETATED SHELF
10' WIDE@ 10:1
5' EACH SIDE OF
PERMANENT POOL
TRASH RACK NOT
SHOWN FOR CLARITY
AFTER RISER IS SECURED TO
BASE, FILL RISER WITH
CONCRETE TO THE INVERT
OF BARREL
SECURE RISER TO BASE
WITH LONG ANGLE, BOLTS /
AND J HOOKS /
NOTES:
12"
TRASH RACK
TOP = 6,00
-- - -- WSE 100YR=6.44------- - - - - --
- - - WSE 50YR =6.18
WSE 10YR__ 5.86 -.-.-.-_
WSE 5YR =5.58
-- - - -- WSE 2YR=5.23------- - - - - -
- -
MAXIMUM SEDIMENT
CLEANOUT ELEVATION
1.00
12"
45'
4" PVC STUBBED INTO
OUTLET STRUCTURE
°
d.
NORMAL WSE =3.00
BOTTOM = 0.00
ORIFICE ATTACHMENT
SEE DETAIL THIS SHEET
TOP OF RISER=6.00
INTERMEDIATE WEIR=5.25
BOTTOM OF V-NOTCH=4.00
4" PVC SCREW
TYPE PLUG
PERMANENT POOL
WATER SURFACE = 3.00
2» 4" PVC TEE
4" PVC CAP WITH
° 3" HOLE DRILLED
(SEE NOTE)
A °
CF O O TO e OO
3" MIN. FROM EDGE
TO REINFORCEMENT
'd 14 \\
° O o ° A o -°° o c� /
a ° /
1. RISER TO BE 4' SQUARE OR ROUND PRECAST REINFORCED STRUCTURE.
2. TRASH RACK TO BE MADE FROM A NON CORROSIVE MATERIAL WITH A MINIMUM
5.5" SPACING INSTALLED PER THE MANUFACTURER'S RECOMMENDATION.
3. CAP WITH DRILLED HOLE TO BE SET 12" BELOW THE PERMANENT POOL WATER
ELEVATION.
4. STUB PVC INTO STRUCTURE AND GROUT AROUND THE 3" PIPE TO PROVIDE
WATERTIGHT SEAL.
5'x5'x1.5' REINFORCED
CONCRETE BASE
#4012"O.C. TOP AND BOTTOM
EACH DIRECTION
OUTLET CONTROL STRUCTURE
NTS
TOP = 7� 30
MIN WIDTH - 6'
NATIVE SOIL
�_- 177.4 LF 18" 0 RCP
OUTFALL PIPE @ 0.56%
OUTLET STRUCTURE
SEE DETAIL THIS SHEET
POND PROFILE
NTS
RIVER BASIN: PASQUOTANK
RECEIVING STREAM: MOYOCK RUN
HUC: 030102051105
STREAM INDEX: 30-1-2-2-1
CLASSIFICATION: C; Sw
PROJECT COORDINATES: 36.532380,-77.183740
RIPRAP OUTLET PROTECTION
INTO EXISTING DITCH
L-8', d50-6„
UPSTEAM WIDTH=6'
DOWNSTREAM WIDTH=10'
NOTES:
1. THE DEVELOPER OR HIS AGENT SHALL CONTACT THE DESIGN ENGINEER WHEN
THE POND IS COMPLETED TO PERFORM AN INSPECTION TO DETERMINE
COMPLIANCE WITH THE APPROVED PLAN.
2. THE OWNER SHALL SUBMIT AN ANNUAL MAINTENANCE AND INSPECTION REPORT.
ANNUAL INSPECTIONS SHALL BEGIN WITHIN ONE YEAR OF THE RECORDATION OF
ANY DEED(S) SHOWING STORMWATER CONTROL STRUCTURES.
3. UPON PROJECT COMPLETION AND BEFORE A CERTIFICATE OF OCCUPANCY IS
GRANTED, THE ENGINEER OF RECORD SHALL CERTIFY THAT THE COMPLETED
PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER PLAN/DESIGN.
WET POND PLANTING TABLE
LOCATION
PLANT SPECIES
PLANT SPACING
COMMENTS
ASCLEPIAS INCARNATA
(SWAMP MILKWEED)
CHELONE GLABRA (WHITE
TURTLEHEAD)
KOSTELETZKYA VIRGINICA
4 CUBIC INCH TO 6.5
VEGETATED SHELF BELOW
(SEASHORE
(SEASHORE MALLOW)
50 PLANTS PER 200 SE 2'
CUBIC INCH CONTAINER;
PERMANENT POOL ELEV
BALLOW)
SACCHARUMBE
ON -CENTER
MINIMUM 2 SPECIES SHALL
(NARROW PLUMEGRASS) OR
USED
APPROVED EQUAL (WETLAND
SEED MIX SHALL NOT BE
USED)
BERMUDA GRASS,
CENTIPEDEGRASS OR
POND BANK ABOVE
APPROVED EQUAL (TREES,
PER SUPPLIER
PERMANENT POOL ELEV
SHRUBS AND CLUMPING
RECOMMENDATION
GRASSES SHALL NOT BE
USED)
Hydrograph Return Period ReC"draflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Inflow
hyd(s)
Peak Outflow (cfs)
Hydrograph
Description
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
SCS Runoff
------
------
9.702
--
12.55
15.37
14.72
19.35
22.64
Proposed DA to Pond
2
SCS Runoff
------
------
4.611
--
6.735
8.940
8.428
12.14
14.83
Ex Conditions to Pond
3
Reservoir
1
------
2.084
-----
4.585
7.472
6.807
11.58
12.95
Route Wet Pond
WET POND MAINTENANCE PLAN
Routine maintenance includes (NCDWQ, 2007):
• Immediately after the wet detention basin is established, plantings on the vegetated shelf
and perimeter should be watered twice weekly if needed, until plants become
established.
• No portion of the wet detention basin should be fertilized after the first initial
fertilization that is required to establish vegetated shelf plantings.
• Stable ground cover should be maintained in the drainage area to reduce sediment loads
into the basin.
• Removal of sediment from the forebay and main treatment area once sediment has
accumulated to reduce the depth to 75% of the design depth.
• Routine mowing to keep vegetation around the basin maintained to a height of
approximately 6 inches. Cold season grasses should be no shorter than 4 inches; warm
season grasses no shorter than 3 inches.
• If the basin must be drained for an emergency or to perform maintenance, the flushing
of sediment through the emergency drain should be minimized.
• Remove weeds and noxious vegetation by hand or by wiping herbicide. DO not spray.
Inspection routines include:
• The basin should be inspected once a month after the wet detention pond is established,
and within 24 hours after every storm event greater than 1.5 inches. Records should be
kept and made available upon request.
• Check sediment accumulation in the forebay and main treatment areas. If sediment
accumulation has reduced the depth to 75% of the design depth, remove sediment and
dispose of it off -site.
• Check for weeds and other noxious plants which may choke out desirable vegetation.
• Once a year, a dam safety expert should inspect the embankment.
• Refer to Appendix C for a sample inspection checklist. Inspection activities should be
performed as recommended in the checklist. Any problems found should be repaired
immediately.
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DATE: 7/16/2021
SHEET
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 1t.
PLANT LIST
SYM.
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
COVER
REMARKS
TREES & SHRUBS
4
Platanus x acerifolia 'Bloodgood' (PA)
London Planetree
2.5" CAL.
6
Quercus phellos (QP)
Willow Oak
2.5" CAL.
5
Lagerstroemia indica (LI)
Crape Myrtle
2.0" CAL.
Muskogee
71
Ilex glabra (IG)
Inkberry Holly
3 GAL.
%„
71V111hT
50
Abelia x grandiflora (AG)
Glossy Abelia
3 GAL.
0
2X BALL DIA. MIN.
THIN BRANCHES BY 1/3 RETAINING NORMAL
PLANT SHAPE.
BARK MULCH 3" MIN.
CREATE SAUCER WITH TOPSOIL 6" MIN
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE
1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED.
GENTLY COMPACT TOPSOIL MIXTURE.
TAMPED ADMIXTURE BACKFILL
RUBBER HOSE AT BARK
GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE
VISIBILITY.
TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED
SET TREE AT ORIGINAL GRADE
MULCH: PINE BARK OR WOOD CHIPS 3" MIN.
SOIL SAUCER: USE PREPARED SOIL 6" MIN.
WOOD DEADMEN (3)
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3
OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE
TOTALLY REMOVED
PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT
SETTLING
GENERAL NOTES:
RUBBER HOSE AROUND TREE AT
WIRE
LOCATE ANCHOR STAKE 18" AWAY FROM TRUNK ON SIDE OF
PREVAILING WIND. T-RAIL IRON STAKE OR ACCEPTABLE
WOODEN SUBSTITUTE. ANCHOR FIRMLY.
CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR
SLIGHTLY ABOVE) TO FININSHED GRADE AS IT BORE TO
PREVIOUS GRADE. PLACE ON SUBGRADE PEDESTAL.
PINE BARK MULCH 3" MIN.
CREATE SOIL SAUCER WITH TOPSOIL 6" MIN.
FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP IF
NON -BIODEGRADABLE WRAP IS USED. REMOVE TOTALLY.
TOPSOIL MIX OR CLEAN SUBSOIL
BACKFILL
PREPARED SUBSOIL
PEDESTAL
12"
MIN.
SITE LANDSCAPING REQUIREMENTS: 1.98 ACRES
REQUIRED: 2 CALIPER INCHES OF CANOPY TREES PER ACRE
+1 SHRUB PER LINEAR FOOT OF BUILDING FACADE LACING
THE STREET.
=4 CALIPER INCHES OF CANOPY TREES
+18 SHRUBS (90' BUILDING FACADE)
PROVIDED: 10 CALIPER INCHES OF CANOPY TREES
+33 SHRUBS
STREETSCAPE LANDSCAPING: 173.5' OF FRONTAGE
REQUIRED:
8 CALIPER INCHES OF CANOPY TREES PER 100 LE
=14 CALIPER INCHES OF CANOPY TREES
4.5 CALIPER INCHES OF UNDERSTORY TREES PER 100 LE
=8 CALIPER INCHES DE UNDERSTORY TREES
10 SHRUBS PER 100 LF
=18 SHRUBS
PROVIDED:
15 CALIPER INCHES OF CANOPY TREES
10 CALIPER INCHES OF UNDERSTORY TREES
18 SHRUBS
1.) ALL PLANTING SHALL BE IN ACCORDANCE WITH PROJECT DOCUMENTS.
2.) SIZE OF PLANTS INDICATED ON THIS SUMMARY SHEET REFER TO SIZE OF PLANTS DELIVERED TO THE PROJECT SITE.
3.) THE CONTRACTOR SHALL WATER ALL LIVING TREES DURING THE WARRANTY PERIOD; SEE WATERING SCHEDULE BELOW.
4.) LOCATION OF PLANT MATERIALS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE ADJUSTED AS REQUIRED FOR CHANGES DUE TO ACTUAL FIELD
CONDITIONS WHEN DIRECTED BY THE LANDSCAPE ARCHITECT.
5.) ON CENTER SPACING OF PLANT MATERIAL SHALL BE INDICATED IN THE LANDSCAPE SUMMARY OR PLAN. UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE
ARCHITECT.
6.) THE LOCATION OF ALL PLANT MATERIAL SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO
EXCAVATION OF PLANTING PITS AND/OR BEDS AND INSTALLATION OF ANY PLANT MATERIAL.
7.) THE MULCHING MATERIAL FOR THIS PROJECT SHALL BE SHREDDED HARDWOOD BARK.
WATERING SCHEDULE:
1.) DURING THE ESTABLISHMENT PERIOD THE CONTRACTOR SHALL WATER EACH PLAN WITH THE FOLLOWING MINIMUM QUANTITIES OF WATER FOR
EACH WATERING, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
-DECIDUOUS TREES OVER 10' HT. -12 GALLONS PER UNIT
-DECIDUOUS TREES 10' HT. OR LESS -6 GALLONS PER UNIT
-EVERGREEN TREES -8 GALLONS PER UNIT
2.) THE CONTRACTOR SHALL WATER ALL LIVING PLANTS EVERY 4 WEEKS DURING THE PERIOD BETWEEN APRIL 1 AND MAY 31, EVERY 2 WEEKS DURING
THE PERIOD BETWEEN JUNE 1 AND SEPTEMBER 30, EVERY 4 WEEKS DURING THE PERIOD BETWEEN OCTOBER 1 AND NOVEMBER 30.
TREE CARE NOTES:
1.) APPLICABLE COUNTY TREE PLANTING SPECIFICATIONS SHALL BE FOLLOWED.
2.) ALL TREES TO MEET ANSI Z160 STANDARDS.
3.) ALL TREES SPECIFIED ARE BALLED AND BURLAPED. CONTAINER TREES ARE CONSIDERED SUBSTITUTES AND REQUIRE LANDSCAPE ARCHITECT
APPROVAL PRIOR TO PLANTING.
4.) STAKES MUST BE REMOVED WITHIN 1 YEAR OF PLANTING.
5.) WHEN A BRANCH, STEM, OR LIMB IS BROKEN A CLEAN CUT AT THE SITE SHALL BE MADE.
120 6.) DEBRIS AND OTHER MATERIAL MAY NOT BE PLACED OR STORED AT THE BASE OF A TREE OR ANYWHERE OUTSIDE THE LIMIT OF WORK.
7.) DRIVING OR PARKING HEAVY EQUIPMENT ON THE BASE OF TREES SHALL BE AVOIDED WHENEVER POSSIBLE.
8.) STUMPS SHALL BE CUT AS CLOSE TO THE GROUND AS POSSIBLE.
9.) LANDSCAPE ARCHITECT SHALL APPROVE LOCATION OF ALL TREE PROTECTION FENCE.
10.) NO LARGE TREES SHALL BE PLANTED BENEATH WIRES.
11.) MINIMUM BRANCH HEIGHT FOR ALL TREES SHALL BE 5' ABOVE GRADE.
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DATE: 7 /16 /2021
SHEET
13
JOB #:210420
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2.1 +2.0 +1.9 +1.8 +1.6 +1.5
rS f tw &ki
Plan View
Scale - 1" = 14ft
3
b 1.4
1.2
4 1.3
1.1
1.0
3 1.2
1.0
0.9
1 1.1
1.0
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3.1 3.1 2.8 2.4 2.1 1.8 I
3 .2 .2 @ +2 3.6 +2.3 +2.0 +1.7
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4 32 +3.0 +2.6 +2.3 +2.0 +1.8 +1.6
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L�
A&
0
Imilal
LIGHTING
@I•
F-1
0
El
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I
(Parking Lot
13e1 Oua ntity Ma n utactu rpA
4 EATON - LUMARK
P5 (FORMER COOPER
LIGHTING)
2 EATON - LUMARK
P4 (FORMER COOPER
LIGHTING)
•Ie
9
PRV-C40-D-UNV-T5-BZ
PRV-C40-D-UNV-T4-BZ
Luminaires & Lamps Furnished By Villa Lighting Inc. St Louis, MO. 63103
[phone]
www.viiiaiignting.com
The electrical contractor shall be responsible for receiving,, storage, installation and
wiring of light fixtures.
The electrical contractor shall report any damaged light fixtures or missing parts to
Villa Lighting within 48 hours of receipt of light fixture package.
Design is based on current information provided at the time of request. Any changes in
mounting height, mounting location, lamp wattage, lamp type, and existing field conditions
that effect any of the previously mentioned will void the current layout and require a change
request and recalculation.
calculations may vary.
Calculations are based upon a computer simulation and actual field
Fixtures mounted on 20' pole & 3' base
Light level calculated on the ground
Designer
Steve Breidenbach
Date
09/21/2021

A B C D E F G H J K L M N P Q R
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SCALE: 1/4" = 1'-0"
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DWG TITLE:
EXTERIOR
ELEVATIONS
SHEET No.

A B C D E F G H J
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SCALE: 1/4" = 1'-0"
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EXTERIOR
ELEVATIONS
SHEET No.