SW7070805_APPROVED PLANS_20190218

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

GENERAL NOTES
1. ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
2. THIS IS A SURVEY OF EXISTING PARCELS OF LAND.
(156)
(155) /
(154)
3. ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC mom 2�.27 Z> h 2e.e--z�6Oxz8.3 28.s 1" / / RIVER BLUFFS /
VERTICAL DATUM (NGVD 1929). I / EP EP
EP 2799 \ / /18 SECTIONS H, SLIDE I B2CVII
tiw x28.2 / 75'• 'EX. DI /
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL / 28.5 28.4 P/ Cp GRATE 26.35
rEI z2 I INV. IN 23.55 '
FLOOD HAZARD AREA M DETERMINED N THE IX• DI I 29, 28.4 / \ INV. OUT 23.52i z
FEDERAL EMERGENCY MANAGEMENT AGENCY. INV T23. .3 27.07 I 1 \ice' x28.7 27.9\\ EP 94'
REFERENCE: FIRM 720640600J, DATED JULY 2, 2004. , EX_(g" „CEP 28_- \T�\1\ 7
\k27.93
5. REFERENCE: PLAT CABINET H, SLIDE 79H OF THE Ex. DI 1 x28.6____-��
CRAVEN COUNTY REGISTRY. GRATE 27.06, 27.1 1 I q \
6. THERE ARE NO WETLANDS ON THIS PROPERTY. INV. (E) 23.35w I x285 *2z3 27.2
Ya
INV. (W) 23.44 7 /1 *27t x27.2 P �q _
INV. (N) 23.44 I 1 LP _
1 27.85 V
I x27.3 x27.4 (ry^\ EP \ I / / \ 2].9
1
27.\3 x28.9 x27.5 I
EX PAVEMENT AREA \ EP Ica
x
p\\
„26.4
IP
9
66
266
2E_
EX. DI
GRATE 26.6
If.2;57.60
77P
INV.
INV.
27.
EX. DI
GRATE 26.80
INV. OUT 23.97
280.
N3�mo
COASTAL MINI STORAGE OF
NEW BERN
26.2 DB 2460, PG 637 „26.9
C H, SLIDE 79H
S} 26'34'02" E 351
7 �I I 2$-_
FI(TOFBEFREMOVED)RCP
7--EX. PAVEMENT AREA
/ (TO BE REMOVED, TYP.)
157
2].2
X.CHAIN LINK
FENCE ENCROACHES
UP TO 13.83'
IP
3' MBL
27.9
T
2 ¢
I I I I I I I ( , �i
`EX. WHEEL STOP -� S
(TYP) PARKINGHLOT
.27--\ \
EXIST. N 11 x2✓�1 (TO BE REMOVED, TYP.) \ \\/ ( / - LEGEND
ASPHALT I 1 \ ,--27-2ZCp145LF OF EX. 78" RC 7.1 ry }.127.90� \
DRIVE
P„ r� ti 26.91� / (TO BE REMOVED)\* i x28.e \ P X. JB �28 / ASS = ACRYLONITRILE-BUTADIENE-STYRENE NTS = NOT TO SCALE .
x 28.a _ AL = AREA LIGHT OCS = OUTLET CONTROL STRUCTURE
v.79 N / � i I � � RIM 26.30
2� 'z e za.9 sza3 EP.B1 NV. 23.23 I -� N BB = BOTTOM OF BANK OHD = OVERHEAD DOOR
A 'L27.q x28.7 \ \__-'-�28.2 .. -I� O
ATy B/B = BACK OF CURB TO BACK OF CURB PC = POINT OF CURVATURE
28T- `']' 27.5 29ox 27.79� •�.�� s F y BC =BACK OF CURB PCC =POINT OF CONCAVE CURVATURE
v / ( EX. JB Tg�26.3 * 2a.o z7 a 2 27 3 ._ „�$.9 - - '` p1� \ BFE =BASE FLOOD ELEVATION PRC =POINT OF REVERSE CURVATURE
RIM 26.89 �- O TB u�sTS"*7•'261 �ccTS� z*6 TSn. - O 2710 Q
78" I INV. IN 23.1516 6 25.8 rBga 18" RCP ie .0... - ... _ ea 233.o ee <
R 28.3 INV. OUT 23.14 TB TB - . 23.1"- S�/OF BH =BORE HOLE PIV =POST INDICATOR VALVE
p Tg z3* 2 ,o ... -- i29 \�96 '2� �9y BLD = BUILDING CORNER PT POINT OF TANGENCY
2754 �28.se ��Tex�i.a X. 18" RCP W/FES BM = BENCH MARK PVC = POLYVINYL CHLORIDE
EP • \TN�28.1 x 26.o E%. FES \ \ Zo BMP =BEST MANAGEMENT PRACTICE PH =PUMP HOUSE
EX. DI 3 / TS TB ��0 INV. 23.17 M� " BO = BLOW OFF R = RADIUS
GRATE 27.46 27.4 A" Cp fXISANG I BSP = BACTERIOLOGICAL SAMPLING POINT RCP = REINFORCED CONCRETE PIPE
INV. (E) 23.3t I NV. 22.67 X. STONE APRON DRAINAGE CAN = CABLE TELEVISION BOX RPZ = REDUCED PRESSURE ZONE DEVICE
INV. (S) 23.15 259 STGRM1f Y,47FR EASEMENT (N0.2) EX. O.C.S.--i.o
/^r TB JJ.I. T-EX. STONE APRON WWEETf ON PC H, SLIDE 79 TOP 25.73 CB = CATCH BASIN R/W = RIGHT-OF-WAY
INV, (N) 23.18 I 277 �i.o M` INV. (24") 23.18 \ CLD = CENTERLINE DITCH SC = SECURITY CAMERA
TS EX. FES wsE=23.0o BOT 22.86 \ CLF = CHAIN LINK FENCE SIP = SET IRON PIPE
27.2 1 x28.� * I INV. 23.15 �- 23.V I
CLP =CENTERLINE PATH SMN =SET MAG NAIL
1 i26 B` i ��' x. 18" RCP W/FES` g 1 n CLR = CENTERLINE ROAD SPKN= SET PARKER KALON NAIL
N 27T.4 T� 2 C D - gg - gg z ��0 - e t - . „i�. s fFk s. CM =CREPE MYRTLE SRRS= SET RAILROAD SPIKE
23 2 RIVER BLUFFS
COASTAL MINI STORAGE OF zz63 I I I *z6.a % 2* 2 --�, i4 ?a• CMP =CORRUGATED METAL PIPE SS =SEWER SERVICE
EP 25.9 L26.3 EX. 18 RCP 1 l E>?. JB 0 LIMITED PARTNERSHIP - CO =CLEAN our SSMH= SANITARY SEWER MANHOLE
I TBCLD TB --' -- 26.8 Mp \ RIM 27.00
NEW BERN I B.t 26.3� 23.a * *B 26.4 -- x-25.7 NV. 22.40 0' DB 1216, PG 656 CONC= CONCRETE STMH= STORM SEWER MANHOLE
27.3 Tg CLD 25.9 25.9%'TB EX. JB 2 TB „27.1 -. iB
DB 2460, PG 637 T6 \ PC I, SLIDE 118E CPP =CORRUGATED PLASTIC PIPE SW =SIDEWALK
xz79 rs * *27.0 RIM 26.79 26.99 x26.9 ,_. __ - IX. D
PC H, SLIDE 79H s]s' 26. 23.3 "2s.iG 7 d DI =DROP INLET SWHDPE= SMOOTH WALL HOPE
EIP 27.3 TB Lo TB (` 26.Bs INV. IN 23.20 z6.93 / �6" GRATE 28.07 /y r, y
TS* 26.6 EP INV. IN 23.15 EP �-T} TOp INV. 23.4 \ DIP DUCTILE IRON PIPE SWPP= SMOOTH WALL PLASTIC PIPE
TP,6 EX. FESs.6 TBx27.527.2 �)3 INV. OU i1 27 j 173� EX.FE y° DS = DOWNSPOUT 1lYV. 23.41 27.0 27.D EP EC IX. J28`- -� - INv. 22 p TB =TOP OF BANK (TOPO ONLY)
I TB, 28.I 2i.9 X. STONE APRON I GRATE 26.00 j \ DW = DRIVEWAY TBK =TOP OF BLOCK
/i2.37.6 �,y$'• �If/EP Ex. ASPHALT INV. 26.00 EC =EDGE OF CONCRETE TC = TOP OF CONCRETE
ECM = EXISTING CONCRETE MONUMENT
X. STONE APRON TG = TOP OF GRAVEL
2783 28.23 PARKING LOT �. EG =EDGE OF GRAVEL TLMH= TELEPHONE MANHOLE
EIA =EXISTING IRON AXLE EP z7 a \ *21B.14PII II -28- - - - - - - - \ SPREADER TP = TOP OF PAVEMENT
EB.i3 / / EIP =EXISTING IRON PIPE TSB = TRAFFIC SIGNAL BASE
/EP' X. VEGETATIVE EIS = EXISTING IRON STAKE
.TSW =TOP OF SIDEWALK
Q 1 4/27..70 Ila Ex. CAR WAS II / FILTER ELEC= ELECTRICAL TLMH= TELEPHONE MH
ECP = ELECTRICAL CONDUIT PIPE
zz1 //EP ® clip TRANS=TELECTRICAL PTRANSFORMER
' EDESTAL
IX. 2'x2' DI a ELM =ELECTRIC METER BOX TRA =TRAFFIC SIGNAL SUPPORT POLE
DEMOLITION NOTES Y 27.49 a GRATE 28.52 II ELMH= ELECTRIC MANHOLE
zzax EP II� II-� -27- I INV. 27.02� / o- _
1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF a h EP =EDGE OF PAVEMENT UTP = UTILITY POLE
z770 I EP PATH I EDGE OF PATH - VG =VALLEY GUTTER
DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. EP I / �I 2� EPKN= EXISTING PARKER KALON NAIL
TP 27.13 APPROXIMATE LOCATIO L� \ \� WDL = WOODSLINE
CONTRACTOR SHALL OBTAIN ALL PERMITS. X 7 as • EP (I ?5 ER =EDGE OF ROAD
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR in OF Ex. OIL GRIT 3 \ ERRS= EXISTING RAILROAD SPIKE WM - WATER METER BOX
RELOCATION WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, tiS I ' SEPARATOR C 2,8 - \ WP = WETLAND POINT
TELEPHONE, WATER, SEWER, ETC. ESOP= EXTRA STRENGTH CONCRETE PIPE WSE = WATER SURFACE ELEVATION
u 0 I � � \ FES FLARED END SECTION
ry / WV = WATER VALVE
3. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES I GRATE 2s.1s 28 7 FIFE FINISHED FLOOR ELEVATION
DAMAGED DURING CONSTRUCTION AT CONTRACTORS EXPENSE. EX. DI - INV. IN z4.37 II / 3 \ FH FIRE HYDRANT �r = NOT TO SCALE
4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE GRATE 26.73 E . 75" RCP EX. CONC. \
AND DISPOSED OF PER LOCAL ORDINANCES. INV 24.73 INV. IN 24.37 d DUMPEX. PAD ��1wo. FIRM FLOOD INSURANCE RATE MAP ® =CLASS "8" STONE APRON
5, SAW -CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND INV. OUT 23s2 I oil I / 3� &APRON e FM FORCE MAIN =CONSTRUCTION ENTRANCE/EXIT
ti; o FOM = FIBER OPTIC MAKER - - = EXISTING OVERHEAD UTILITIES
GUTTER BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS. I ww EX. 2-STORY I GR.TEI 26.14 6(° GM = GAS METER
6. SAW -CUTS TO BE PERPENDICULAR TO PAVEMENT/CURB EDGE. I y I ' CAR SALES - INV. 23.71 N�o y�� -�- = EXISTING SANITARY SEWER LINE
7. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION 9 w> y BUILDING o GV = GAS VALVE -W- = EXISTING WATER LINE
1 \ �.� GUY =GUY WIRE =LIMITS OF CONSTRUCTION
PER WORK AREA. TRAFFIC CONTROL HANDBOOK STANDARDS, (W.A.T.C.H.). 27T 4TEI32sp44_ I 3 ° HB = HOSE BIB - x - = SILT FENCE
8. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BYINVq (� _ HP = HIGH POINT
CONTRACTOR SHALL ALLOW FOR CONTINUOUS USE OF THE SYSTEM(S). ANY P I I �� HW HARDWOOD ® =DRAINAGE EASEMENT
T7.50 I) I § \ I �\ INV = INVERT ION CONTROL VALVE ®= RIPARIAN BUFFER
IMPACTS SHALL BE COORDINATED WITH THE CITY/COUNTY AND/OR THE UTILITY. w LLL Z 1 APPROXIMATE GALLON
\ - SIGHT TRIANGLE
PROVIDER. s y OF EX. 1000 GALLON � EX. ASPHALT I � JB = JUNCTION BOX ® -
LP = LIGHT POLE
O1 m I I SEPTIC TANK \ PARKING LOT ® = SIGN EASEMENT
w I \ LSA = LANDSCAPED AREA
L° M1 I I APPROXIMATE LOCATIO \ \ MB = MAIL BOX = CONCRETE LINED DITCH
OF EX..2000 GALLON \� / T MBL = MINIMUM BUILDING LINE -----
_a PUMP TANK \ -27 22.0 25' MH =MANHOLE ___ = ZONING CLASSIFICATION
m I z I MHW = MEAN HIGH WATER
>, I� - I m \ + ` MP = METAL PIPE " = AREA TO BE DEMOLISHED
MW = MONITORING WELL
00 EX. CANOPY
4 EX, CONC, PAD \
6 -� - - --jl- �� a i\ a .
Call 72 Hours Before You Dig! J X. 12" RCP � C1J T T 3 T 1 T � I 13 2 5 \
I EX. DI EX. HC
1-800-632-4949 GRATE 27.19 - 7 PARK NGHALT c- ACCESS AREA III 33 j \ 27- /\\
IX. DI INV. IN 24.83 2 (TYP.) \
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
GRATE 26,73 INV. OUT 24 02 -� \ - g i1:9
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING INV 24.87 0 cLo \
EXIST. WROUGHT �_ / \ /\
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. IRON FENCE \
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING AW CUT, REMOVE & REPLACE 2 a " I I I I I I I I w RIVER BLUFFS DRIVE
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE N 75LF OF EX. CURB & GUTTER II II 3
I I \ 3
r > (80 R/W ASPHALT VARIES PUBLIC)
PUBT
3. ALL LPAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE (NN, a I I I I I ( I I EX. DI II J 4ia l I < \
PLACED ACCORDING TO THE STANDARDS OF THE NORTH rr > EX. ASPHALT GRATE 26.44 a EX. ASPHALT
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL I PARKING LOT INV. 24.36 3 1 IV 1 �Z PARKING LOT
JURISDICTION, WHICHEVER IS MORE STRINGENT. EX. DI
Z 26 P ` GRATE 26.44 15 RC / g I ��
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING °i I v. 4. 5 \ I �� �1 \ GRATE 26.4D41 BILLBOARD
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED. ` _\ j 21 27 I� - - ry � - - - I - - - - } - I /I llllllt- II 4 - 3 - - NV -2 �7 - - �! 27 2 /a_� 3B +zis \ 00
- - -=-IL - - - - - - - - - -L- -L Ir -11 -273 -2 26_ _ -. _ / J7"'S 22 23. 23.
P 26- g
R/W EXIST. OVERHEAD IITIILf(IES PP WM 9.WM L 'm 2s.`s] 25- 24 =- - - _ - =_3' MBL' _ _ _ - - 125 - - N�25 �1� - _sue_ - -
P Te z3 ] T L B IP °.2 P EX, OVERHEAD UTILITIES
EIP 25�54L „°Lo o „S7�g EX. DITCH EX. FES 20 N 25'17'18" W 715.19' xx 23.5 - - ° ;:4.o 3.a„ CLD 2�,7 °„ i z1s" 1�o S EX. DITCH EX. DITCH
EX. 15" RCP z} 1.'2a2 CAN INV 19.02 „ _.„ PH' 23.6 '�? .. - ,EX. DITCH z�'. �Q... zz.3 �12.z z z - z1. „ TB ,9. 1_.1513' �/ i �C. .
EXIST. 8" PVC WATERLINE fi.oz _ - - zao -- 2 = -_z3.1 3.6 23.8 Pz . z3.z 2 - EP OZ"
�v -w-=gvc_ wh-_W ?+6z �N- �i - tR mow- _ - - z - - - ��zy- _
EP �- - q 24--ap- W -�9_ l� W- W E 172.1 W
- ---23
SERVICE ROAD_ CLLP _ P N - 24.7 4'96 - _ - Q CLR - _ R w CLR - _ CLR _ R - - Q�� -
"'2549 5.19 �iG'"_ "23.90-�'ZS77- 1a:6�- „Zti-°' 1 �V_ ..... R'.
i= N - �- ° -
- 77 �zs.s4 _ F �- F -25.d5 F - F F =zT T_ F F -.P. F �'-zagi- F - F - F F - F F F - F - F -CEP F'-- F� 24.za F F ^°t° F TS_ c' - r• E = F - F -
EXIST. 6" PVC FORCEMAIN EP 25.it EP EP II EP EP EP EP EXIST. 6" PVC FORCEMAIN SP
TN MARK 6 ENCHMARK �` ) of
BENCHMARK ERRS IN POWER POLE INV 18.87 ERRS IN POWER POLE INV. 18.93 RI\
E ELV. 25.84 (NGVD 1929) - - - - - - - - - - - - - - - ELV�25�87 (NGVD 7929) -
SU ORES A EPKN IN ELV, 25.39L1(NGVD.1929) j _
1, MICHAEL W. BALDWIN, CERTIFY THAT THE BOUNDARY SURVEY, TOPOGRAPHICAL SURVEY, AND
HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON WERE COMPLETED UNDER MY DIRECT AND NORTHBOUND LANES
RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 2681, PAGE 591 OR FROM INFORMATION FOUND IN PLAT CABINET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
H _ SLIDE 79H, OR AS REFERENCED HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE 1puum««/ - - - - - - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK N A , PAGE NZ, OR AS ���\ C A R //////
REFERENCED HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10 000 ; THAT ALL ��J ��„,.a1""S"S..,,,0�?q��
INTERIOR LOT LINES SHOWN ARE PROPOSED AND SHALL NOT BE 'USED FOR THE CONVEYANCE �o` F F d''.,4-G US HWY 70
OF PROPERTY; THAT THE TOPOGRAPHIC SURVEY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC i _,„„'� ti°.v S.
DATA COMMITTEE STANDARDS AS APPLICABLE; THAT THE TOPOGRAPHIC DATA WAS OBTAINED ON = -a SEAL r` (260' R/W ASPHALT VARIES PUBLIC)
THAT THE SURVEY WAS COMPLETED ON --Q24 J8 THAT THE CONTOURS _5? L-3082 =Z=
SHOWN AS BROKEN LINES MAY NOT MEET THE STATED STANDARD; THAT VERTICAL CONTROL WAS - - - - - - - - - - - - - - - - - .�'
ESTABLISHED AT THE SITE TO THE CLASS "A" STANDARD; AND THAT THIS MAP MEETS THE y 9tio �J° o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /
(2QUNCACES6S10F THE "STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA" i4�i.�"W..... P��`\\
2 °
1\ - SEAL
«nnllnl SOUTHBOUND LANES = 43249
WITNESS M ORIGINAL IGNATURE AND SEAL THIS 9th DAY OF JANUARY , 2019. s
=, 10I``
SIGNED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MIC -WEST BALDWIN. PLS L-3082 SERVICE ROAD p///R/pAi11%\0\\��
CLOSURE CHECK BOUND
I R/W CHECKED: MAH DATE: 10/1
ri
= TREE
VED
NOR 'AEWRONMENTAL
MAIN.,ULMENI
DIVISION OF WATER GNOS
Date
SHEET INDEX
StormwaterPermitNo.sw''°'
t�
SHEET
1
OF
6 - BOUNDARY, TOPOGRAPHIC SURVEY &
DEMOLITION PLAN l't
SHEET
2
OF
6 - SITE & STAKING PLAN
SHEET
3
OF
6 - STORM DRAINAGE, UTILITIES & EROSION CONTROL PLAN
SHEET
4
OF
6 - ENLARGED GRADING PLAN
SHEET
5
OF
6 - WET POND EXPANSION DETAILS
SHEET
6
OF
6 - WATER SYSTEM DETAILS
riECEivED JAN 1
12019
PROPERTY ADDRESS:5010 US-70 HIGHWAY
X.
NEW BERN, NC
28560
H
50,
25,
0 50' 100'
150'
GRAPHIC SCALE:
1" - 50'
SHEET 1 OF 6
BOUNDARY, TOPOGRAPHIC SURVEY
& DEMOLITION PLAN
OWNER: CRAIG F. GOESS & GRAIG M. GOESS
ADDRESS: 3615 SOUTH MEMORIAL DRIVE
GREENVILLE, NC 27834
PHONE: [phone]
PARCEL #38706I
PIN# 7-048-020
APPROVED: MWB/IP
DATE: 01/09/
SCALE: ill
4

SITE DATA
TOTAL AREA IN TRACT .................................... 10.305 ACRES\\
ZONING CLASSIFICATION............................................NONE v
EXISTING BUILDING AREA.. .....38,014 S.F. If
BUILDING HEIGHT (ONE-STORY) ................................... 26' FT.
EXISTING IMPERVIOUS PARKING AREA..........................248,640 S.F. IX. D
GRATE 26.6
EXISTING IMPERVIOUS WALK, PATIO ETC. AREA ..................9 095 S.F. w
INV. E 23.9
EXISTING IMPERVIOUS PARKING AREA (TO BE REMOVED)........ . 3,024 S.F. INV. ((w3 2a.1 w I
TOTAL EXISTING IMPERVIOUS AREA... .................... 292,725 S.F. Q
PROPOSED BUILDING AREA . ..18:200 S.F. 4"
PROPOSED IMPERVIOUS PARKING AREA ...... ................... 12,632 S.F. ? N
PROPOSED IMPERVIOUS WALK, PATIO, ETC. AREA......... . 1,076 S.F. 43 Ix"
TOTAL IMPERVIOUS AREA (AFTER IMPROVEMENTS) . ............. 324,633 S.F. z0
% OF BUILDING INCREASE .48 % ��ml �!
% OF BUILDING LOT COVERAGE ........ .......................... .13 % �I
% OF IMPERVIOUS INCREASE . . . . ....................................10 % IX. DI El
NO. OF PARKING SPACES REQUIRED ............... . .................. N/A GRATE 26.31
N0. OF PARKING SPACES PROVIDED . ............. INV. 23.s2
. 77 ® EX. 18" R P
NO. OF HC SPACES REQUIRED ..... .......... - Ex. DI
........................ 4 GRATE 27.06,
NO. OF HC SPACES PROVIDED ............ .......... 4 INV. (E) 23.351,
..................
INV. (W) 23.44c.{
GENERAL NOTES INV (N) 23:44 I
1. ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
2. THIS IS A SURVEY OF EXISTING PARCELS OF LAND. 0
3. ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM (NGVD1929).
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED EXIST.
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. REFERENCE: FIRM 3720640600J, ASPHALT I
DRIVE II"p-
DATED JULY 2, 2004.
5. REFERENCE: PLAT CABINET H, SLIDE 79H OF THE CRAVEN COUNTY REGISTRY.. A
6. THERE ARE NO WETLANDS ON THIS PROPERTY.
7. ALL UTILITIES WILL BE UNDERGROUND.
8. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC, (PRIVATE). 11 fX.
9. CONTRACTOR TO NOTIFY ULOCO 72 HOURS PRIOR TO CONSTRUCTION: \ 18" R a
1-800-632-4949
10. SIGNAGE SHALL NOT BE LOCATED WITHIN ANY UTILITY EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING Ex. DI
UTILITIES AND SHALL NOTIFY NC ONE CALL (1-800-632-4949) AT LEAST 72 HOURS GRATE 27.46
PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES IN THE INV. (E) 23.31
AREA MAY BE FLAGGED OR STAKED. INV. (S) 23.15
12. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE INV. (N) 23.18
CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING FOR A
PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM
THE OWNER.
13. STORMWATER MANAGEMENT PLAN IS REQUIRED. COASTAL MINI STORAGE OF
14. EROSION CONTROL PLAN IS REQUIRED. NEW BERM
15. NO FIRE SPRINKLER SYSTEM IS NEEDED.
16. NCDOT ENCROACHMENT AGREEMENT IS REQUIRED. DB 2460, PG 637
17. NCDOT DRIVEWAY PERMIT IS NOT REQUIRED. PC H, SLIDE 79H
18. TRASH COLLECTION TO BE PROVIDED BY A PRIVATE CONTRACTOR. EIP
19. THE PROJECT SITE DRAINS TO BRICE CREEK (C;SW;NSW) IN NEUSE RIVER BASIN. R=113'
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. w
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE 9
USED SHALL BE DETERMINED BY THE ENGINEER.
LIME......................... ............... 2 TONS/AC
10-10-20..................................1,000 LBS/AC
0-20-0.....................................500 LBS/AC
STRAW MULCH . .................. .2 TONS/AC (AFTER SEEDING)
ASPHALT TACK.......................200 GAL/TON OF MULCH
JANUARY 1-DECEMBER 31
50 TALL FESCUE IX. DI
10 CENTIPEDE GRATE 26.78 0
10# BERMUDA GRASS INV 24.73
500# FERTILIZER
4000# LIMESTONE
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1-DECEMBER 31
75# TALL FESCUE
10# BERMUDA GRASS
500# FERTILIZER
4000# LIMESTONE
TEMPORARY SEEDING
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL
120# RYE GRAIN (NO RYE GRASS)
''WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST
65# GERMAN BROWN TOP OR FOX TAIL MILLET
- STABILIZATION 7IMEFRRMES � .
Isn.e,w. nua a.aal9 ).
SITE AR94 DESCRIPTION STAOILNTION TbEOWE EXCEPTONA
OPeNmetertllNee,awalea, seems, slopes tEeya. Nona
0- High 4oallty WakrlHQ"2oma 7days NOna
I \ sloes eleppar Nan Ea Ttlays: gPlopataretgorinPlnlangmonJon
LLL���] p nor Pleeper man 2l to says% allr a
IX. D!
GRATE 26.73
INV 24.81 _
IRON FEWROUGHT
EX.
INV.
I \
I I I I
GRATE
AREA
6" CABC
2" S-9.51
NEW BERN
DB 2460, PG 637
PC H, SLIDE 79H
S 26'34'OI
T WEDGE
E2 JB
RIM 26.15
INV. IN 23.14 -
INV. OUT 23.14
P I / INV. 22.67
V. h
,I I
STONE APRON II
_ (I
Y I in Ila
EX. DI
� GRATE 26.16
Ei 15" RCP INV. IN 24.37
INV. IN 23.79
INV. OUT 23.62-
I
I I
I
Iw
z
f Im
� I �
a
I I N_
rn Il7
A
m
n I II
I I
X. 12" RCP
I DI
GRATE 27.19
IN
>= I a INV. O 24.
INV. OUT 24.02
lE
OF
X.CHAIN LINK
FENCE ENCROACHES
UP TO 13.83'
68- -
ITCIm�i
X. WHEEL STOP <,
(TYP') EX. ASPHALT/
PARKING LOT
\
A GRATE 26.35
INV. IN 23.55 "
INV. OUT 23.52i
i
5' i
(156)
(155) /
/ RIVER BLUFFS /
/ SECTIONS VI & VII /
PC H, SLIDE 52C
L I F
0
6
R=5
�R=5 /
mV.
,, 1 eta' X. JB
WIPE DOWN I) RIM 23.23 \
2' SPAN (TYP.) INV. 23.23 -
-- r,l.
WHEEL STOP
(TYP.) 0 - - . . - .. \
1 . .- ...
-...--...-...--...-...
X. 18" RCP W/FES
\-EX. FES
INV .c23.17
SEX. STONE APRON EX/'TNG DRAINAGE
STORMWATER EASEMENT ((NO.2) E . O.C.S.
STONE APRON WET POND PC H, SU E 79 TOP 25.73
M,� INV. (24") 23.18
-EX. FES BOT 22.86
WSE-23.00
-INV. 23.15 V
-EX. 18" RCP W/FES
...- ..-. ...-. I 2q..
-" RCP
- - EX: 18=
X. JB _
IM 26.79 ._. ----
IV IN
GRAI
1V. IN 23.?5 /g RCHN
1V. D,LIT,23.127 T T 7� �� 7-
IX. J
GRATE 26.00
EX, ASPHALT INV. 23.18
PARKING LOT
6" 188_
1/2" RAD
�-3" RAD
1/8" RAD
12" n <•
17-
24"
24" CURB & GUTTER
STANDARD FACE
(N.T.S.)
RIVER BLUFFS
LIMITED PARTNERSHIP
DS 1216, PG 656
PC I, SLIDE 11 BE
. STONE APRON
EX. LEVEL
SPREADER
Im I X. VEGETATIVE
I� FILTER
197.7' -J •
RA 2'x2' DI
2 II
GRINV. 28 02 c"
t
_ 61.3 \ \ i
APPROXIMATE LOCATIO _
0 EF X. OIL/GRIT 3 mII
\
SEPARATOR
B 1' 116 EX. CONC.
-p1 DUMPSTER PAD
w & APRON
wW I - IX. 2-STORY - 3 VGR�' EL 26.14
1CAR SALES V. 23.71
w�p BUILDING a�
--� ao'�
3G• �I
i
O 3
APPROXIMATE LOCATIALLO ��
I h OF EX. SEPTIC TANK _ �I / ' 3 \ PARKINGHLOT
o APPROXIMATE LOCATION =
7, OF EX. 2000 GALLON
II PUMP 406K
g n -
¢�
I 80.3
o EX. CANOPY'
3
I of -
D I
EX. CONC., PAD
O'677
1 T H TT�
3 I
EX. H N 3v
EX. ASPHALT 03 ACCESS AREA Q
PARKING LOT (TYP,)
a
1
STE
PLAN SYMBOL
SZPV' iti
DIMENSION CONTROL AND MATERIALS PLAN NOTES
1. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, CENTERLINE
UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE AT 90 DEGREE UNLESS OTHERWISE NOTED.
3. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS.
4. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD
CONDITIONS SHALL BE CALLED TO THE ATTENTION OF THE OWNER AND THE
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
5. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF UTILITIES, EASEMENTS, AND
RIGHTS -OF -WAY, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
6. ALL ASPHALT PAVING SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION.
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN
ON THE PLANS.
B. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
9. ALL PARKING STALL STRIPING SHALL BE 4-INCH WHITE LINES, UNLESS
OTHERWISE NOTED.
10. STOP SIGNS SHALL BE R1-1, 30"x30".
11. NO DEMOLITION LANDFILLS ALLOWED ON SITE.
12. IN SOD AREAS STRIPING SHOWN FOR REFERENCE ONLY; NO STRIPING TO BE
INSTALLED IN TURF AREAS.
x., z
N� c µtan
SITE
4�
s �s
SCALE: 1"=2000't
VICINITY MAP
CONSTRUCTION NOTES
1. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF SUBGRADE WHICH SHALL
BE COMPACTED TO 100% MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
2. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH DIVISION 2 - "EARTHWORK" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
3. ALL PIPE CULVERTS SHALL BE IN ACCORDANCE WITH DIVISION 3 - "PIPE CULVERTS" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
4. ALL MAJOR STRUCTURES SHALL BE IN ACCORDANCE WITH DIVISION 4 - "MAJOR STRUCTURES" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
5. ALL SUBGRADE, BASES AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 5 - "SUBGRADE, BASES AND
SHOULDERS" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
6. ALL ASPHALT PAVEMENTS SHALL BE IN ACCORDANCE WITH DIVISION 6 - "ASPHALT PAVEMENTS" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
7. ALL CONCRETE PAVEMENTS AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 7 - "CONCRETE PAVEMENTS AND
SHOULDERS" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
8. ALL INCIDENTALS SHALL BE IN ACCORDANCE WITH DIVISION 8 - "INCIDENTALS" OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES DATED JANUARY 2012.
9. ALL SIGNING SHALL BE IN ACCORDANCE WITH DIVISION 9 - "SIGNING" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES DATED JANUARY 2012.
10. ALL MATERIALS SHALL BE IN ACCORDANCE WITH DIVISION 10 - "MATERIALS" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
11. ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH DIVISION 11 - "WORK ZONE TRAFFIC CONTROL" OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
12. ALL PAVEMENT MARKINGS, MARKERS AND DELINEATION SHALL BE IN ACCORDANCE WITH DIVISION 12 - "PAVEMENT MARKINGS,
MARKERS AND DELINEATION" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
13. ALL LIGHTING SHALL BE IN ACCORDANCE WITH DIVISION 14 - "LIGHTING" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
14. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DIVISION 15 - "UTILITY CONSTRUCTION" OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
15. ALL EROSION CONTROL AND ROADSIDE DEVELOPMENT SHALL BE IN ACCORDANCE WITH DIVISION 16 - "EROSION CONTROL
AND ROADSIDE DEVELOPMENT" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
G 16. ALL SIGNALS AN INTELLIGENT
D IN ELLIGEN TRANSPORTATION
R TION SHALL BE IN ACCORDANCE WITH DIVISION 8 - "SIGNALS AND INTELLIGENT
TRANSPORTATION" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
17. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE ROADWAY, DRAINAGE,
WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM
THE OWNER.
/ ---7/8" DIA. HOLE
6 10
30" TO FACE OF CURB OR SIDEWALK
(42") TO FACE CF BUILDING
)R SIDEWALK FACE
WHEEL STOP DETAIL
(N.T.S.)
RIVER BLUFFS DRIVE
�Ne °� I i i l l l l l I I I I IIXI pIl I) =< I� I I I I I �I I I I I / (80' R/W ASPHALT VARIES PUBLIC)
.. .._
EX. ASPHALT GRATE 26.44 a - EX. ASPHALT ArIP
slpcap ornanar t4pays TmyamulgpecgRabrRlanEa•Inlengm O o PARKING LOTZ - I IX. DI -® INV. 24.36 Ili �I a r ill L,. 3 PARKING LOT
GRATE 26.44 EX. 1 RCP 3 II w�I II� All o0srareae Wah alopeatlanerinan 4:t Nda,m None. eAtlaptyarpeHeieters end MOV/20nee. j I1 4. 5 GRATE 28.44 BILLBOARD(�_.._ .... _. o? P I I INV. 2 .21Ll
N L ----- - ®- -®® --_ ---- �h _}----- --- -11 :XISi. OVERHEAD UT TIES PE WM WMrn - - - - 3' MBL - - - _W -GU EIP P - - ... o .. _>..EX. DITCH EX. FES N 25'17'18" W 715.19' X ? P X OVERHEAD UTILITIES -
CAN INV 19.02 6H' EX. DITCH �� $ 1 EX. DITCH I EX DITCH
EXIST. 8" PVC WATERLINE EX. 15 RCP `..-...-...-...- -... -... --.. -.. X -... -... - ...-... �. S'1 02„ .. ��.'..-
3
-w-- w� w-wW-vim =ww w v� =w -�H w=w-w- W-w w =w-- wW-w-W-w-w �v -w W= w-- Q w W 72,1=_ _�f -W-�-�
- - - -SERVICE ROAD- - - _ ��-Es- Pv0 E -
='�-F-"=-�-�- F F- F ==F F F F- F-�;- F- F FF�- F F- F �F F- F F-�- F F- F F F M'0 F- F- c- p -
EXIST. 6" PVC FORCEMAIN 1I
ENCHMARK �U ENCHMARK EXIST. s" PVC FORCEMAINI - F ( s
c
ERRS IN POWER POLE INV 18.87 ERRS IN POWER POLE INV. 18.93 1 R
BENCHMARK ELV. 25.84 (NGVD 1)29) ELV. 25.87 (NGVD 1929) \
EPKN IN C TERUNE OF ROAD
ELV. 25.39 (NGVD 1929) - /
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NORTHBOUND LANES
w � U
0
0 � U
II lw 3�
N
II J
Call 72 Hours Before You Dig!
US HWY
70
(260' R/W ASPHALT
VARIES PUBLIC)
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -------------------------------------
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
SOUTHBOUND
LANES
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - -
CAROLINA DEPARTMENT FTRANSPORTATION, R LOCAL
SERVICE ROAD
JURISDICTION, WHICHEVER ISMORESTRIN ENT.
JURISDICTION,
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING - - - - - - - - -- - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - -_ _ _ _
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
CLOSURE CHECK BOUNDARY
R/W CHECKED: MAH DATE: 10/18/18
PARKING LOT STRIPING NOTES
i. ALL PARKING LOT STRIPING PAINT TO BE
FEDERAL SPECIFICATION TRAFFIC PAINT.
2. PAINT COLOR MAY BE YELLOW OR WHITE
(OWNER'S CHOICE)
3. PARKING LOT STRIPING IN HANDICAP ACCESS
AREAS TO BE THE COLOR TO COMPLY WITH
THE MOST CURRENT ADA REQUIREMENTS.
4. STRIPING WIDTH TO BE 4".
5. STRIPING PAINT TO BE WATER BASED SATIN
WITH 40 MINUTE DRYING TIME.
6. RESIN TYPE: ACRYLIC LATEX COPOLYMER
7. VISCOSITY: 80-90 KU
POINT OF DESIGN ELEVATION
2' 4'
CONSTRUCTION <
TOP OF CURB JOINT `
t .
--- FRONT EDGE,,.
___________ OF CURB �.•
FLOW LINE
STANDARD CURB & GUTTER
TYPICAL CURB & GUTTER END SECTION
(N.T.S.)
PROPERTY ADDRESS:5010 US-70 HIGHWAY
F�• NEW BERN, NC 28560
g
50' 25' 0 50, 100' 150,
GRAPHIC SCALE 1" 50'
SHEET 2 OF 6 PARCEL #38706
SITE & STAKING PLAN PIN# 7-048-020
NEW BERN TOYOTA
REFERENCE: DEED BOOK 2681, PAGE 591
AND PLAT CABINET H, SLIDE 79H
OF THE CRAVEN COUNTY REGISTRY
NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NC
OWNER: CRAIG F. GOESS & GRAIG M. GOESS
ADDRESS: 3615 SOUTH MEMORIAL DRIVE
GREENVILLE, NC 27834
PHONE: [phone]
DitiUWiil design s-- 4968 DESIGNED: MWB APPROVED: MWB
Consultants, PA DRAWN: JJB/MAH DATE: 01/09/19
ENGINEERING - LAND PLANNING - SURVEYING
1700-D EAST ARLNGTON BOULEVARD CHECKED: MWB/IP SCALE: 1" = 50'
GREENVILLE. NC 27858 252.756,1390

NOTES
1. TANKS SHALL BE INSTALLED ON ALL
5. PROVIDE PROTECTION FOR TANK IN TRAFFIC
KITCHEN WASTE & DRAIN LINES FROM
AREAS OR CONSTRUCT TANK TO WITHSTAND
RESTAURANTS, CAFES, MEAT MARKETS,
TRAFFIC LOADS.
& OTHER FOOD HANDLING ESTABLISHMENTS.
5. PROVIDE SCHEDULED PERIODIC CLEANING
INSTALLATION TO SCHEDULE INSPECTION
OF TANK SOLIDS.
OF THE INSTALLATIONS.
I MARGINAL INSTALLATIONS, DECISION
7 N M L I , THE
AS TO THE NEED OF AN INTERCEPTOR
2. TANK SHOWN IS 1200 GAL CAPACITY AND IS
SHALL BE MADE BY GREENVILLE UTILITIES.
AVAILABLE LOCALLY.
8. ANY DESIGN NOT CONFORMING TO THIS
3. GAL CAPACITY SHALL BE TIE
DRAWING SHALL BE SUBMITTED TO
STANDARD REQUIRED SIZE.
THE ENGINEER FOR APPROVAL
9. ADJACENT SURACE AREAS SHALL BE GRADED
4. SMALLER OR LARGER TANKS MAY BE
TO PREVENT THE DRAINING OF WATER ACROSS
APPROVED FOR SPECIFIC INSTALLATIONS.
OR THE PONDING OF WATER OVER THE
GREASE INTERCEPTOR.
55"
50"
102,
50"
MANHOLE RING
AND COVER -.
20SG
2-1/2"
1" BUYTL
RUBBER
MASTIC
SEALANT
MANHOLE RING
AND COVER
2" X 6-1/2"
VENT­79-SO
�\\
26.4
261
xEX.
26.9 27.
DI
26.6°
27.
GRATE 26.6
x
�.27.5 x EP
27.7
INV. (E3 23.9
27.6*
�
INV. W 24.1
(
27.9
_K� Ir
?
EP
1n3� I
;D
/ EX. DI
GRATE 26.31/
INV. 23.9 27.07
EX. 18" EP
®- EX. DI
GRATE 27.06,
INV. (E) 23.35
INV. (W) 23.44
INV. (N) 23.44
6"x6" LOCKED HYDRANT- F'
TEE AND VALVE 56
6" FH �I�
6" PLUG II
-NOZZLE ELEV. 29.60 I
7 MANHOLE RING EXIST.
AND COVER
ASPHALT
DRIVE
20" SO TP.
2-i/2" 3-1/2" 27.79 p
4
.0. , y 6" 99 BEND --�,
{ 2" 90' BENOSt
T
OIL/GRIT SEPARATOR
ALL BLOCKOUTS TO RECEIVE
4" MIN. TO 6" MAX. PIPE
THICKNESS IN
KNOCKOUTS
NOTE:
EX. DI III
27.46
27 4
INV. (E) 23.31
IINV.
(S) 23.15INV.
(N) 23.18ROVIDE
DROP
27.2
ASSEMBLYRATE
(SEE DETAILEET
6 OF 6)27.63EPPOSITED
A-
IN
90'E
REMOVED
`27STORED
TO
EP
APPROVAL
2].SION
AREA.
,
CONSTRUCTION SCHEDULE:
SILT FENCE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. (T'/P•) 27.83
EP
OPEN -CUT EXISTING
LIMIT OF DISTURBANCE
PARKING LOT ASPHALT WITH
(TYP.)
5' WIDE TRENCH
yv.z
X.CHAIN LINK
x2sz
(PATCH WITH SELECT FILL
FENCE ENCROACHES
957 COMPACTION 6" CABC
UP TO 13.83'
- --
& 2" S-9.SB ASPHALT)
- �
2].9
GRADING AND EARTHWORK NOTES
/ 1. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. 13. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE
�- 2. REFER TO EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE A 0 A .0% SLO N
II I I z QAWAY FROM BUILDINGS) AT 2 PE MINIMUM.
T DOCUMENTS). 14. AL ILL SHALL BE PLACED IN A MAXIMUM 8-INCH LIFTS AND COMPACTED
REQUIREMENTS, (TO BE PROVIDED WITH DESIGN DEVELOPMENT L F H L PLA ,
or__0, / 3. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION ALL FILL WITHIN LIMITS OF BUILDING AND PAVEMENT AREAS SHALL BE
RIM ±27,83 A STANDARD PROCTOR WITHIN E
�X. WHEEL STOP
DOCUMENTS IS A VIOLATION OF EROSION CONTROL ORDINANCES AND IS COMPACTED TO 100% OF MAXIMUM ST ND RD PR TOR DENSITY TH N TH
INV. 23.85 '50 / SUBJECT TO A FINE. TOP 12 INCHES AND A MINIMUM 95% OF MAXIMUM STANDARD PROCTOR
14LF 15" RCP 00.17% (TYp•) EX. ASPHALT/ Tp� 4. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT DENSITY BELOW 12-INCH DEPTH.
-JB#2 PARKING LOT o9�, PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION 15. FILL WITHIN LANDSCAPE AREAS SHALL BE COMPACTED TO MINIMUM 90% OF
RIM 28.16 "27" - \ MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(5). MAXIMUM STANDARD PROCTOR DENSITY. MAXIMUM STANDARD PROCTOR
INV. 23.81 / 5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES DENSITIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D698.
BELOW GRADE CONCRETE
/ 'TEMPORARY / FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS, 16. ALL PROJECT SUBGRADE SHALL BE INSPECTED BY THE ENGINEER. IF THE
BELOW
WASHOUT WITH SIGN AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. ENGINEER DETERMINES THAT. UNSATISFACTORY SOIL IS PRESENT, THE
fk � \ i • 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AN THE FIELD UNSATISFACTORY MATERIAL SHALL BE REMOVED AND REPLACED WITH
7S'• Op -EX. DI /178 PRIOR TO BEGINNING CONSTRUCTION. COMPACTED BACKFILL SUCH ADDITIONAL AUTHORIZED EXCAVATION SHALL BE
GRATE 26.35 7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE PAID FOR ACCORDING TO THE CONTRACT PROVISIONS FOR UNIT PRICES.
INV. IN 23.55 2 APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS 17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL
INV. OUT 23.52i 3 8. ALL ELEVATIONS ARE IN REFERENCE TO THE SITE BENCHMARK. CONTRACTOR MATERIAL WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS �7 - NEW INV. OUT 23.52 /`_ SHALL VERIFY THE BENCHMARK PRIOR TO GROUND BRAKING. DETERMINED BY ASTM D698. SOIL MATERIAL THAT EXCEEDS THE OPTIMUM
f- • ,5 2LF OF EX. 18" RCP TO BE -9. THE PROPOSED CONTOURS AND SPOT ELEVATIONS. SHOWN WITHIN ROADWAYS, MOISTURE CONTENT BY 3 PERCENT OR MORE, AND IS TOO WET TO COMPACT
REMOVED WEST OF EX. DI PARKING LOTS, AND SIDEWALKS AREAS REFLECT FINISH ELEVATIONS INCLUDING TO THE SPECIFIED DRY UNIT WEIGHT, SHALL BE SCARIFIED AND AIR DRIED,
'(REMAINING PIPE TO BE PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT LIME STABILIZED, OR REMOVED AND REPLACED.
.ABANDONED & TO BE SUBBASE OR AGGREGATE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS 18. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY,
x3 1 CAPPED WITH 36"6"x3/4"
C4=CONTRACT. INCLUDING WELL POINTS, SUMP PUMPS, TEMPORARY SHORING, ETC., TO
Lp n\,` r,� , ( GQ y�y TREATED PLYWOOD) 10. GRADES SHALL BE ESTABLISHED TO PROVIDE A SMOOTH SURFACE, FREE FROM ENSURE COMPLETION OF STABLE EXCAVATION AND BACKFILL OPERATIONS.
-" <T OPEN -CUT EXISTING / IRREGULAR SURFACE CHANGES. GRADING SHALL COMPLY WITH COMPACTION -GROUNDWATER SHALL BE MAINTAINED A MINIMUM OF 2 FT. BELOW THE BOTTOM
0<� PARKING LOT ASPHALT WITH REQUIREMENTS AND GRADE CROSS SECTIONS, LINES, AND ELEVATIONS OF ALL EXCAVATIONS.
;..h� 5' WIDE TRENCH 27.9 INDICATED. 19. CONTRACTOR SHALL CONSULT WITH THE ENGINEER AND PROVIDE ANY AND ALL
SILT FENC (PATCH WITH SELECT FILL 11. WHERE NO SPOT GRADES ARE INDICATED, THE GRADE SHALL BE ESTABLISHED SHORING DETERMINED TO BE NECESSARY TO PROTECT EXISTING BUILDING
12e.7 %
(TYP•) 957 COMPACTION 6" CABC BASED ON INTERPOLATION OF THE ELEVATIONS BETWEEN ADJACENT SPOT FOUNDATIONS OR OTHER ADJACENT IMPROVEMENTS.
G. & 2" S-9.5B ASPHALT) GRADES WHILE MAINTAINING APPROPRIATE TRANSITION AT STRUCTURES AND 20. ALL GRADED OR DISTURBED AREAS BEYOND THE LIMITS OF PAVING, SIDEWALKS,
PUMP
GALLON c2 PAVING, AND UNINTERRUPTED DRAINAGE FLOW INTO INLETS. BUILDINGS, ETC., THAT ARE NOT OTHERWISE LANDSCAPED PER LANDSCAPING
PUMP TANK INLET PROTECTION ( / 12. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT RUNOFF WILL PLAN, SHALL BE STABILIZED WITH A NEW LAWN SEEDED IN ACCORDANCE WITH
27goy (SEE DETAIL 1632.03, TYP.) ` 28 DRAIN BY GRAVITY FLOW ACROSS NEW GRADED AREAS TO NEW OR EXISTING THE SEEDING SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN SEEDED ARES
I DRAINAGE INLETS, OR SHEET OVERLOAD. UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
X.
EP.81 III NV. 2323
MAINTENANCE PLAN
CONSTRUCTION ENTRANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
SILT FENCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AN
D AFTER EACH RAINFALL.
ENSURE SEDIMENT FENCE IS STILL TOED IN AS PER DRAWINGS. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE REPLACEPROMPTLY. V I IT M TLY. REMOVE SEDIMENT
DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMING
THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
INLET PROTECTION - HARDWARE CLOTH AND GRAVEL INLET PROTECTION
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS �i 1.,, INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
/Z74r t4.7 t. GREATER RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
2e.13 2" 45' BEND / I SPREADER )
AND ESTABLISH GRADE LIMITS AS NEEDED. TEMPORARY CLASS "A"J �\ 45'BENDS 9o'eEND OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO
3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, STONE CONSTRUCTION w
X. VEGETATIVE DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STATE EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER AND 2z76 / Ex. CAR WAS ® II FILTER
ENTRANCE/EXIT z I EP •. a STONE AS NEEDED.
OWNER. 3:g7.1 E%. 2'x2' DI I) z a
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOP i I` I 7 GRATE
49 �_ a ' OPEN -CUT EXISTING E 28.52 I N� n GRADED AREAS
SOIL AND STOCKPILE AS NEEDED FOR FINAL LANDSCAPING = zza* EP x I PARKING LOT ASPHALT WITH INV. 27.02 1 II/ SEDIMENTATION CONTROL PRACPERIODICALLY, CHECK ALL TICES, ESPECIALLY AFTER HEAVYADED AREAS AND THE ORTING RAIN ALLS.OSION AND
PROMPTLY
5' WIDE TRENCH
5. INSTALL EROSION CONTROL MEASURES. INSTALL STORM DRAINAGE. I I ,� '27 ) o
6. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS. < 2277.70 �� (PATCH WITH SELECT FILL ! % REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES.
v EP 95% COMPACTION 6" CABC Z IF WASHOUTS OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE
7. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL TP 2P & 2" S-9.5B ASPHALT APPROXIMATE LOCATIO
NOTE: PROVIDE DROP 27.4 EP �1 ) OF Ex. OIL GRIT m �\ OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT GULLIES. AREAS ARE
SUBGRADE. ASSEMBLY (SEE DETAIL I I II I SEPARATOR 3(�Jll TO BE SEEDED AS PER NORTH CAROLINA EROSION AND SEDIMENTATION NOTES AND
8. PLACE CABC AND ROUGH GRADE STONE. z
9. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, �W-14, SHEET 6 OF 6) 6 1 3 I 0 / I , j v / \ SEEDING CRITERIA.
REDISTRIBUTE 6" OF TOP SOIL. II i EX. DI 8 �1 7 DUST CONTROL
GRATE 2(NV. N 245.�37 I / .6,;,/ \
10. FINE
AREAS.RADE PERMANENCY SEED AND MULCH ALL LANDSCAPING GRATE 26: 8 13E 15" RCP f IY \ c^Ao UNTILMAINTAIN
ALLALL
DISTURBED AREASDUST
HAVECONTROL
BEEN SETA ILIZEDTHROUGH DRY WEATHER PERIODS
11. FINE GRADE PARKING LOTS, PAVE AND STRIPE PARKING SPACES. INV 24.73 I INV. O 23.
INV. OUT 23.62 w d li ' DUMP &EAPRON . TBS. 0 T°
12. IN ANY EVENT, SLOPES LEFT EXPOSED WILL BE PLANTED OR a I 2� o
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES ww EX. 2-STORY 2" PRESSURE MAI 3(I , EX. E 6 cio N2��
u, GRATE 26.14 < CONCRETE WASHOUT
SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR LIMIT OF DISTURBANCE 5• I oW� CAR SALES 4'I NV. 23.71 \ 6yo BUILDING OPERATING AND INSPECTING WASHOUT FACILITIES CONCRETE WASHOUT FACILITIES
(np w> I T" o
(TYP.) a I wu� SHOULD BE INSPECTED WEEKLY AND ESPECIALLY AFTER HEAVY RAINS TO CHECK FOR
DAYS OF COMPLETION OF ANY PHASE OF GRADING. EX. DI I II o 3'1- ��
GRATE 26.44 LEAKS, IDENTIFY ANY PLASTIC LININGS AND SIDEWALLS HAVE BEEN DAMAGED BY
13. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE z7. s3 sP INV. 23. o �� `!1� CONSTRUCTION ACTIVITIES, AND DETERMINE WHETHER THEY HAVE BEEN FILLED TO
REQUIRED BY THE STATE IF DEEMED NECESSARY. 0Y) , f \ I �� OVER 75 PERCENT CAPACITY. WHEN THE WASHOUT CONTAINER IS FILLED TO OVER
14. REMOVE EROSION CONTROL DEVICES ONCE VEGETATION IS F,5o - so' BEND 75 PERCENT OF ITS CAPACITY, DISCONTINUE POURING CONCRETE INTO THE FACILITY
ESTABLISHED 0 +80%. APPROXIMATE LOCATIO ( �' UNTIL IT HAS BEEN CLEANED OUT. ALLOW SLURRY TO EVAPORATE OR REMOVE FROM
15. RE -GRADE & STABILIZE AREAS DISTURBED BY REMOVAL OF EROSION 3 OF Ex. t000 GALLON I \ SITE IN A SAFE MANNER. A A I EX. ASPHALT NN ALL HARDENED MATERIAL SHOULD BE REMOVED AND
CONTROL DEVICES. I I I I SEPTIC TANK I \\ PARKING LOT I RECYCLED. DAMAGES TO THE CONTAINER SHOULD BE REPAIRED PROMPTLY. BEFORE
FIRELINE R PVC o. I I 3 HEAVY RAINS, THE WASHOUT CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED OR
; APPROXIMATE LOCATIO I \ THE CONTAINER SHOULD BE COVERED TO AVOID AN OVERFLOW DURING THE RAIN
OF Ex. 2000 GALLON TB STORM. ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE GROUND MUST BE
3I PUMP TANK I� ]�\ \ -"27� 2z025 CLEANED AND REMOVED WITHIN 24 HOURS OF EVENT. REMOVE TEMPORARY
2" PVC 3 - LL0 CONCRETE WASHOUT FACILITY WHEN THEY ARE NO LONGER NEEDED AND RESTORE
CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: WATER ; I� I I a ➢' \ THE DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR AS PROPOSED ON THE
CRAIG GOESS [phone] SERVICE 11 I I I w . �\ PLAN.
n \
OPEN -CUT EXISTING EX
Nc N \ CANOPY w \\ PARKING LOT ASPHALT WITH TEMPORARY VEGETATION
26' > /\
NOTE: ALL EXPOSED SLOPES TO BE SODDED WITH 3 ° °
' TRENCH 3
10WIDE TRRESEED AND MULCH AREA WHERE SEEDLING EMERGENCE IS POOR, OR WHERE
CENTIPEDE SOD IMMEDIATELY AFTER COMPLETION OF w EX. CONC. PAD w
(PATCH WITH SELECT FILL EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC
GRADING ACTIVITIES. - / r�
95% COMPACTION S CABC 3 v 6i MP ZZTI =1 � / AS MUCH AS POSSIBLE.
& 2' S-9.SB ASPHALT) y III 7n 1- a I /
I RIM 27
1: I 27-2zq*- - --INV_23
I Zb^t50LF 18" RCP ® 0.18%
34 / 45' BE
28
28 EX. JB; 7TS
5- RIM 26.89 0
9 END INV. IN p2p3.15_
.2 E V.
OUT
23.15 TB
TB gg
iB ?` 22.6
28.1 26.0 k/
T\ TB
25.9 INV. 22.67
Te M�
B X.
27.7 3.0
S
26.5
27.4 26.2 23.2
xT5 %T@ + LO . .. _.
X 18" RCP W/FES
EX. FES
-INV. 2317/
S M.7,
'X. STONE APRON 1S77NG
STONE APRON WET POND
EX.. FES '�7`
INV. 23.15 WSE=23.00
X. 18" RCP
W/FES
z23.Q29? 1A263 RC
E
T-
X. JB
F F �266
27.0 RIM 26.79
757
5 NV. IN 23,20
P INV. IN 23.15
INV.OUT )
EC
STONE APRON
BB Tgg
22.9 ].6
\ C
DRAINAGE I
EASEMENT SNO.2) EX. O.C.S. 'ffo
PC H, SLIE 79 c< TOP 25.73 2
INV. (24") 23.18
BOT 22.66 /
gg �21@ogn I
X.� 2y
2&8 MP
F F Z1 -F TB _
i.9 x26.9 0- �- ` G/-
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2" PRESSURE MAI EX. J INV. 2 Q
GRATE 26.00 /
EX. ASPHALT SILT FENCE INV. 23.18 ' X. STONE APRON
PARKING LOT (•) ", • -. . �,
---28- - - - - - - - T i, X. LEVEL
2" 45' BEND 4 ( X. 12" RCP EIX. NCn-
6" 45' BEND \ EX. DI EX. ASPHALT cr ACCESS AREA a 3a
EX. DI C7%,, v GRATE 24.8 �� -27 PARKING LOT (TYP.)
_ i -27-
INV. IN 24.83
GRATE 26.73 \ w ?� < \ \ Te i1 9
INV 24.81 �� '3• INV. OUT 24_02 � � o C � � cio -
EXIST. WROUGHT I I
IRON FENCE tl 1 �I,�$, 3V \
NOTE: PROVIDE DROP 2" 45' BEND �_ g
ASSEMBLY (SEE DETAIL F- 33 6" 45' BEND I \ 2 II II 3x / \� �. RIVER BLUFFS DRIVE
W-14, SHEET 6 OF 6) / _ (80 R/W ASPHALT VARIES PUBLIC)
NOTE: EXCESS SPOIL FROM EXCAVATION TO BE TRANSPORTED SAW CUT, REMOVE & REPLACE <z (I I EX. ASPHALT GRATEI 26.44 w II JI �¢ I ` II I EX. ASPHALT
TO AN APPROVED OFFSITE DISPOSAL FACILITY. 15LF OF EX. CURB &GUTTER W. PARKING LOT INV. 24.36 I �I �? I� �V �` 3 2Z PARKING LOT
6" RPDA IN HOT BOX ��,TSPs 3 GRATE 6 45 I`�' 1" ""' \ 3 �I �� I� \ GRATE 28. -4 BILLBOARD
(WILKINS #375DA) 1I N I z /
6" 45' BEND eP II I2 IP 17-�- {- / I I 3'-I- - 17 _ 2�25 4/ 3.8 2=5 ro
6"x6" LOCKED HYDRANT .v3 2" 45' BEND L I - - - - �I I - - - - -J�/
TEE AND VALVE" II I zs. 2 - L-hL-- - - - - - - - - -38 - - - - - - -� 67 _2�-2e- - - - - - - - _ - zz. T� 23.
R wEXIST. OVERHEAD UTIILITIES p WM WM NOZZLE ELEV. 26.75r 24 -P uM P 1.- - - _
/ p p - - _ 2d -AM _ 25 24 z g_z p EX. OVERHEAD UTILITIES
25 34 L ' C4, - O % D EX FES . Ca.g T9 23.7 cio T TB L cLo 7 7i 7�
r z.a CAN ' `=i.] EX. DITCH z . zs" z3 EX. DITCH}..za.o z3.4,�rf,� zz.J2 7 z .z 2,.6 2,.0• Te 19. 19.1
EX. 15"RCP INV 19.02 = - \ z3s'°z - - - ... -,,•� ;.^- .. �kz _ ... - ... L0 �- EX DITCH I EX. DITCH
EXIST. B" PVC WATERLINE E s.o 'a = ... - - _ .i _-EP - 2z'6"' --2�, zJ., 3s z3.e 23,.E 3.2 EP
..
w-w-w= w = JY - -B� - _ - vl-_1v aK- - �r �4�z4- �- - Y�-w-w2�4-zvL @-wL-,aNt� w 'iB� �1 �w� =zy' ao -��
_ W- -=w- CL w- w w w
- --SERVICE ROAD- z6 _ 2Px9 - 252J 4.98 - - 249� - -_� CL_ - - Z�o� = ^Z - - °L - - z43T - - 0^L--
�_�--�-"T� 34 -�- F F = F - F F-F - F - : F -a�3F- F - F - -"- -F- F F-=za7's- F- -F- -F-,(,-432-- �- z4.26 F - F "3i° - F �d-db- I' -� F - F - F - F --
EXIST. 6" PVC FORCEMAIN 25,11 EP EP EP P EP EP EXIST. 6" PVC FORCEMAIN SP
1" WATER METER iI EP ENCHMARK ` of T" ENCHMARK
ENCHMARK ERRS IN POWER POLE INV 18.87 ERRS IN POWER POLE INV. 18.93 RN
ELV. 25.84 (NGVD 1929) ELV. 25.87 (NGVD 1929)
EPKN IN C ERLINE OF ROAD 8"x6' TAPPING TEE
- - - - - ELV. 25.39 (NGVD 1929) AND VALVE /
FAA IMIT OF DISTURBANCE
.��
(nP) NORTHBOUND LANES
` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Call 72 Hours Before You Dig! US HWY 70
1-800-632-4949 (260' R/W ASPHALT VARIES PUBLIC)
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - --
APPROPRATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING SOUTHBOUND LANES
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE _ _ _ _ _ _ _ _ _ _ _ _ _
PLACED ACCORDING TO THE STANDARDS OF THE NORTH---_�/ROA---------------------------------------------
RTATION
JUR SD CTION, WH CHEV RFISRMOREOSTRINGENT.
LOCAL SER V ICE D _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING - - - -1-1 - - f-� -11- - - - - - - - - - - - - - _ _ _ - _ _
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
NPDES INSPECTION REQUIREMENTS
MINIMUM SELF INSPECTION AND REPORTING REQUIREMENTS ARE AS FOLLOWS
UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OF WATER QUALITY.
GAUGE SHALL BE MAINTAINED IN GOOD WORKING 1. A RAIN G ORDERTHE
0 N H SITE
UNLESS ANOTHER RAIN -MONITORING DEVICE HAS BEEN APPROVED BY THE
DIVISION OF WATER QUALITY.
2. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND
ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF WATER QUALITY OR
AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE
MADE DURING WEEKEND OR HOLIDAY PERIODS, AND NO INDIVIDUAL -DAY RAINFALL
INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE
UN -ATTENDED DAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE:
IF NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD "ZERO").
3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO
ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION RECORDS MUST BE
MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A
MINIMUM, INSPECTION OF MEASURES MUST OCCUR AT THE FREQUENCY INDICATED
BELOW:
a. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY
OR UNDER THE DIRECTION OF THE PERMITTEE AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS, AND
b. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR
UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24 HOURS AFTER ANY STORM
EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
4. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE STORMWATERU RUNOFF
DISCHARGE OUTFALLS SHALL BE INSPECTED BY OBSERVATION FOR EROSION,
SEDIMENTATION AND OTHER STORMWATER DISCHARGE
CHARACTERISTICS SUCH AS CLARITY, FLOATING SOLIDS, AND OIL SHEENS.
INSPECTIONS OF THE OUTFALLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER
THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
5. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS
HOURS. WHEN ADVERSE WEATHER CONDITIONS WOULD CAU
SE THE SAFETY OF
THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE
DELAYED UNTIL IT IS DEEMED SAFE TO PERFORM THESE DUTIES. (TIMES WHEN
INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE NOTED IN
THE INSPECTION RECORD.) IF THE INSPECTION CANNOT BE DONE ON THAT DAY,
IT MUST BE COMPLETED ON THE FOLLOWING BUSINESS DAY.
6. TWENTY-FOUR HOUR REPORTING FOR VISIBLE SEDIMENT DEPOSITION
a. THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL
OFFICE OR THE APPROPRIATE REGIONAL OFFICE ANY VISIBLE SEDIMENT BEING
DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY
ENDANGER HEALTH OR THE ENVIRONMENT. (SEE SECTION VLII OF THIS PERMIT
FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED ORALLY OR
ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE BECAME
AWARE OF THE CIRCUMSTANCES.
b. A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL
OFFICE OF THE DIVISION OF WATER QUALITY WITHIN 5 DAYS OF THE TIME THE
PERMITTEE BECOMES AWARE OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION
SHALL CONTAIN A DESCRIPTION OF THE SEDIMENT DEPOSI
TION ON AND ACTIONS
TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. THE DIVISION OF WATER
QUALITY STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A
CASE -BY -CASE BASIS.
7. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN
ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS AT ALL TIMES DURING
NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALITY PROVIDES A
SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE THIS
REQUIREMENT NOT PRACTICAL. OLDER RECORDS MUST BE MAINTAINED FOR A
PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE
UPON REQUEST. THE RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTION
INCLUDING OBSERVATIONS, AND ACTIONS TAKEN IN ACCORDANCE WITH THIS
PERMIT. THE PERMITTEE SHALL RECORD THE REQUIRED RAINFALL AND MONITORING
OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR
A SIMILAR INSPECTION FORM THAT IS INCLUSIVE OF ALL OF THE ELEMENTS
CONTAINED IN THE DIVISION'S FORM. USE OF ELECTRONICALLY -AVAILABLE
RECORDS, IN LIEU OF THE REQUIRED PAPER COPIES FOR INSPECTION WILL BE
ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY
RECORDS.
8. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
a. CONTROL MEASURE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A
MINIMUM: 1) IDENTIFICATION OF THE MEASURES INSPECTED, 2) DATE AND TIME
OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION,
4) INDICATION OF WHETHER THE MEASURES WERE OPERATING PROPERLY, 5)
DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, 6) CORRECTIVE
ACTIONS TAKEN (7) DATE OF ACTIONS TAKEN, AS WELL AS THE DATE AND
AMOUNTS OF RAINFALL RECEIVED.
b. STORMWATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT
A MINIMUM: 1) IDENTIFICATION OF THE DISCHARGE OUTFALL INSPECTED, 2) DATE
AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE
INSPECTION, 4) EVIDENCE OF INDICATORS OF STORMWATER POLLUTION SUCH AS
OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION, 5) INDICATION
OF VISIBLE SEDIMENT LEAVING THE SITE, 6) ACTIONS TAKEN TO
CORRECT/PREVENT SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.
c. VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS: INSPECTION RECORDS
MUST INCLUDE:
1)AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES,
2) ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT
THE SITE LIMITS AND 3) THE DATE OF ACTIONS TAKEN.
d. VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS: ALL INSPECTIONS
SHOULD INCLUDE EVALUATION OF STREAMS OR WETLANDS ONSITE OR OFFSITE
(WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.
9. VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN
INCREASE IN VISIBLE STREAM TURBIDITY, INSPECTION RECORDS MUST RECORD
THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES
DISCHARGING TO STREAMS NAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR
SEDIMENT -RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL
MONITORING, INSPECTIONS OR APPLICATION OF MORE -STRINGENT MANAGEMENT
PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL REQUIREMENTS ARE
NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED -WATERS
CONDITIONS. IF A DISCHARGE COVERED BY THIS PERMIT ENTERS A STREAM
SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FOR SEDIMENT -RELATED
CAUSES, AND A TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR
THOSE POLLUTANTS, THE PERMITTEE MUST IMPLEMENT MEASURES TO ENSURE
THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE
ASSUMPTIONS AND MEETS THE REQUIREMENTS OF THE APPROVED TMDL. THE
DIVISION OF WATER QUALITY 303(D) LIST CAN BE FOUND AT:
H17P;//H20 ENR STATE NC (IS /TMDL/ N RA 03D HTM 7
DISTURBED AREA s 1.6 ACRES
DISTURBED LIMITS
- X - X - X - SILT FENCE
so, 25' 0 50' 100' 150,
GRAPHIC SCALE: 1" = 50'
SHEET 3 OF 6
STORM DRAINAGE, UTILITIES
& EROSION CONTROL PLAN

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EROSION CONTROL NOTES:
1. NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL - - - -- - -
APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL EROSION - - -27 _ _ _ -28-
CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE STATE. v26.9 4 2.1
2. SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITH THE EROSION
CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING
ACTIVITIES. FOR INSPECTION PLEASE CALL [phone]. A 24-HOUR
NOTICE IS REQUIRED.
3. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION FOR ALL DENUDED SLOPES WITHIN 7 E
FOR SLOPES STEEPER THAN 3:1 OR 14 DAYS FOR SLOPES FLATTER THAP
4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION COP
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAI
TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RES
IN ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO $500(
DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS MUST ALSO SPECIFY
MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT.
5. THE STATE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROS
CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE 1
INADEQUATE.
6. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING
STATE OF THE DATE OF THE LAND DISTURBING ACTIVITY.
7. ACCEPTANCE & APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR
COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATION
AND RULES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULE
MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE
DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
B. THE STATE RESERVES THE RIGHT TO ENTER AND INSPECT ANY PROPERTY
WITHIN ITS JURISDICTION FOR COMPLIANCE WITH THE SOIL EROSION AND
SEDIMENTATION CONTROL ORDINANCE.
9. IN ANY EVENT, SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHERWISE
PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS OF COMPLETI(
OF ANY PHASE OF GRADING.
10. MAINTAIN EROSION CONTROL MEASURES AS NECESSARY.
11. PLEASE BE ADVISED THAT THE RULE TO PROTECT AND MAINTAIN EXISTING
BUFFERS ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME
EFFECTIVE ON JULY 22, 1997. A TEMPORARY RULE TO PROTECT AND MAI
EXISTING BUFFERS ALONG WATERCOURSES IN THE TAR RIVER BASIN BECAI
EFFECTIVE ON JANUARY 1, 2000. THESE RULES ARE ENFORCED BY THE
DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT THE
APPLICABILITY OF THESE RULES TO YOUR PROJECT TO MR. ROGER THORF
REGIONAL QUALITY SUPERVISOR. WASHINGTON REGIONAL OFFICE,
AT [phone].
STEEL
TOP AND
SHALL BE 10 GAGE
B' MAX. WITH WIRE
6' MAX. NITHWT PARE ,
MIDDLE AND VER�TIIFCAL WARES
p
ALL BE 12 1/2GAGE MINIMUM
'PLASTIC OR WIRE TIES
GROUND I
WIRE FENCE-/
FILTER F
FILTER
NOTES:
COMPACTEE
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF
5 LANE WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SWILL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER.
3 STE0. POST SHALL BE W-D" IN HEIGHF
AND BE OF THE SELF -FASTENER ANGLE EXTENSION OF FABRIC AND
STEP- TYPE. WIRE INTO FABRIC
TEMPORARY SILT FENCE DETAIL EC-2
8"
GENERAL NOTES: PLAN
-CLASS 'AA' CONCRETE TO BE USED.
-FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS.
-ALL MORTAR JOINTS TO BE 1/2" PLUS OR MINUS 1/8".
-JUMBO BRICK WILL BE PERMITTED. DROP INLETS SHALL BE
PROVIDED WITH STEPS V-2" ON CENTER.
MANHOLE FRAME & COVER
VULCAN V-1384 "STORM"�
MANHOLE FRAME TO BE SET
GROUT IN 1/2" OF CEMENT MORTAR
6" SLAB W/ #4'BARS
REBAR°ry c 0 6" O.C. EACH WAY
8„ 8"
A . q .Q t"
SECTION
JUNCTION BOX DETAIL
(N.T.S.)
Call 72 Hours Before You Dig!
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
LATH AND FLAGGING
ON 3 SIDES
NOTES:
1. A CONCRETE WASHOUT SIGN SHALL BE
10' MIN. -
INSTALLED WITHIN 30' OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
© ©
2. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUTFACILITIES SMALL BE
1
REMOVED FROM THE SITE OF THE WORK
SANDBAG AND DISPOSED OF OR RECYCLED.
3. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF
.1.
THE TEMPORARY CONCRETE WASHOUT
FACIUnES SHALL BE BACKFILLED. REPAIRED,
AND STABILIZED TO PREVENT EROSION.
10 mil PLISTICJ
VARIES LINING A A
SANDBAG WASHOUT UG
1ETE
0 mil PLASTIC SCREWS
LINING -�
p.
SC 38" MIN. 3.S"X3.5"XB'
3' WOOD POST
BERM a
\ _ 36" MIN,
BERM
PLAN VIEW SECTION A -A WASHOUT SIGN
N.T.S. - N.T.S. N.T.S.
TEMPORARY BELOW GRADE CONCRETE WASHOUT EC-4
m
19" WIRE MESH
2LLZ
n~gMT p C�: :C'Q �N gFg O,Oy�j
y$ A cd'; A Y Y
.;Y•,• i. lC' iw' 1TIRE DEEM.--- L `.
a• ��• ---LC.-WIRE MEBN
m
BE NOTE FOR POST DESCRIPTION LL
�Zj MAXIMUM POST BPACINO 4 FT.
nNm y � • T--
O "
ROTE
USE NO. B'OR NO. BT STONE --- W
C , FOR SEDIMENT CONTROL. STONE. now+ -FLOWr ■
y g BEOIN[m - :' 14" YESNSMANDWARN CLOTH WIT94 DRUGS MINIMUM H
B1DIMENT PN
�+ CONTROL ETONFN "2, WIRE MESH 11 tNOR MESH OFENNNIB. coNET ROL 8TONE,
i76 PUCE TOP OF WIRE YEBN y' M
yy ♦ A MINIYUY OF ONE f00T BELOW W
y 0 DIIVENSION POINT. LDER OR ANY EM
INSTALL WIRE MESH UNDER J
O AVERAGE BOX SEDIMENT CONTROL STONE. AVERAGE BOX MI
9 DIMENSION VARIABLE UBE-5' STEEL POST, INSTILLED DIVERSION VARIABLE W N
y TREATED 1.6' DEEP MINTYW, AND TREATED
m WATER OF WE SELF -FASTENER WATER
SECTION A -A ANDLE STEEL TYPE. SECTION Y-Y O _n SPICE POST A MAXIMUM `.
OF V.
MULTI -DIRECTIONAL FLOW SINGLE -DIRECTIONAL FLOW
1832.03 1632.03
INSTALL AT CATCH BASINS & DROP INLETS IMMEDIATELY AFTER CONSTRUCTION.
SEAL F
43249
NC 1 A E 6q0
1�INIIII 0
I
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TD ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSINO WITH STONE WILL BE NECESSARY,
4.. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY WINTENANCE.
6.. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
T. USE CLASS W STONE OR. OTHER COARSE AGGREGATE: APPROVED
BY THE ENGINEER.
S. INSTALL CONSTRUCTION ENTRANCFR TN A .A TO ...U.R vcv
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
20' 10' 0 20' 40' 60,
GRAPHIC SCALE: 1" - 20'
SHEET 4 OF 6
ENLARGED GRADING PLAN

WET POND PLANTING SPECIFICATION
0
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M
N
m
1. ALL HERBACEOUS PLANTS WITHIN THE WET POND PROPER (SUBMERGED VEGETATIVE SHELF)
SHALL BE INSTALLED BETWEEN MARCH 15 AND JULY 31.
2. UNLESS OTHERWISE DESIGNATED, PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E.,
MASSES OF A SINGLE SPECIES) WITHIN THEIR RESPECTIVE PLANTING AREAS.
3. INSTALL A SLOW RELEASE FERTILIZER TABLET NEXT TO EACH PLANT WITHIN THE WET POND
PROPER. FOR HERBACEOUS SPECIES USE AG SAFE AQUATIC -TABS 20-10-5, 90 DAY
CONTINUOUS FEEDING, 5 GRAMS, OR EQUIVALENT. FOR TREES AND SHRUBS USE AGRIFROM
20-10-5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE OR EQUIVALENT
4, ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200
MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, PLANTS OF OTHER
GENETIC PROVENANCES MAY BE UTILIZED WITH THE APPROVAL OF THE OWNER OR OWNER'S
REPRESENTATIVE.
5, PLANT MATERIAL SHOULD CONFORM TO AMERICAN STANDARD NURSERY STOCK, PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN.
6, ALL PLANT MATERIAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 4.0 CUBIC INCHES
CAPACITY.
7. A MINIMUM OF THREE (3) DIFFERENT SPECIES, TOTAL OF WHICH THREE (3) ARE EMERGENT
SPECIES WITH NO MORE THAN JJX OF A SINGLE SPECIES.
8, RECOMMENDED PLANTS FOR SUBMERGED VEGETATIVE SHELF.
PLANTS SHOULD BE OF EACH SPECIES AND PLANTED IN A NATURAL FLOWING ARRANGEMENT
A. ASCLEPIAS INCARNATA (SWAMP MILKWEED)
B. LOBELIA CAROINALIS (CARDINAL FLOWER)
C. EUPATORIADELPHUS FISTULOSUS (JOE PYE WEED)
D. HIBISCUS COCCINEUS (SCARLET ROSE MALLOW)
E. LOBELIA ELONGATA (LONG -LEAF LOBELIA)
SUBMERGED VEGETATIVE SHELF SURFACE AREA= 1,758 S.F.
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C.= 450
WET POND CONSTRUCTION SCHEDULE:
1 • DEWATER EXISTING WET POND.
2• EXCAVATE WET POND EXPANSION AREA TO ROUGH ELEVATION AND SPREAD OUT EXCAVATED TOPSOIL
EVENLY IN A MAXIMUM DEPTH OF 6" IN FILL AREAS WITHIN THE INDICATED LIMITS OF DISTURBANCE.
3. INSTALL EROSION CONTROL MEASURES TO STABILIZE POND AREA.
4. WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABC AND CURB AND GUTTER,
CLEAN SEDIMENT OUT OF WET POND BASIN AND PREPARE BASIN FOR PLANTING.
5. UPON COMPLETION OF FINE GRADING, CONTACT THE ENGINEER FOR A BMP INSPECTION
PRIOR TO AS -BUILT DRAWINGS AND INSTALLATION OF PLANTS.
6. INSTALL WET POND VEGETATION PER SPECIFICATIONS.
7. PERMANENT SEED BANKS AND SLOPES OF BERM AND WET POND AREA.
MAINTENANCE PLAN
FREQUENCY - INSPECTION ACTIVITIES
AFTER CONSTRUCTION
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH,
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL INSPECTION
- INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT CRACKING; EROSION,
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT' THE CONDITION OF THE RIPRAP IN THE
INLET AND THE OUTLET AND PILOT CHANNELS; SEDIMENT ACCUMULATION IN THE BASIN;
CLOGGING OF OUTLET;- AND THE VIGOR AND DENSITY OF THE VEGETATION ON THE BASIN SIDE
SLOPES AND FLOOR. CORRECT OBSERVED PROBLEMS AS NECESSARY.
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE.
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUTLET STRUCTURES. REPAIR AS
NECESSARY.
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FOREBAY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE
OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE-TIME
-REPLACE WET POND VEGETATION TO MAINTAIN AT LEAST 509 OF SURFACE AREA COVERAGE
IN WET POND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
-REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM AS REQUIRED. WHERE
PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK
WET POND REGULARLY WITH MOSQUITO FISH (GAMBUSIA SPP.) TO ENHANCE NATURAL
MOSQUITO AND MIDGE CONTROL.
FREQUENT (3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES.
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. REMOVE LITTER AND DEBRIS FROM
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET STRUCTURES, AND VALVES AS REQUIRED.
ANNUAL MAINTENANCE (IF NEEDED)
-SUPPLEMENT WET POND PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED (AT
LEAST 507 OF THE SURFACE AREA).
-REMOVE NUISANCE PLANT SPECIES.
-CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN POOL AREA TO REDUCE THE FREQUENCY
WHEN THE MAIN POOL AREA NEEDS TO BE CLEANED.
-HARVEST PLANT SPECIES IF VEGETATION BECOMES T00 THICK CAUSING FLOW BACKUP AND
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR CONTROL
AGENCIES.
-FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION
AFTER THE INITIAL OCCURRENCE.
-MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED
SEDIMENT VOLUME EXCEEDS 10-207 OF THE BASIN VOLUME, PLANTS ARE "CHOKED" WITH
SEDIMENT, OR THE WET POND BECOMES EUTROPHIC. IT IS SUGGESTED THAT THE MAIN POOL
AREA BE CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN
CLEANINGS. THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WET POND TO
RECOVER MORE QUICKLY FROM THE CLEANING.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER, AND THE
RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE
DETERMINED BY THE ENGINEER.
LIME 2 Tons per Acre
10-10-20 1,000 LB per Acre
0-20-0 500 Lb%%er (Acre
ASPHALSTRAW TI ULCH TACK 2000GVIATOISAOF MULCHING)
JANUARY 1-DECEMBER 31
50# Tall Fescue
5# Centipede
500 Pensacola Bahiagrass
50 # Fertilizer
400 # Limestone
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1-DECEMBER 31
75# Tall Fescue
5008# Centipede
50 6 Fertilizer
400 # Limestone
TEMPORARY SEEDING
"COOL RYES N" PL(NTE BE REENASS15 AUGUST AND 15 APRIL
120#"WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST
65# GERMAN BROWN TOP OR FOX TAIL MILLET
NOTE: CATTAILS ARE NOT ALLOWED AS A PLANT OPTION
FOR THE WET POND.
ELEV. 27
EX. DI
27.46
23.31
23.15
23.18
ELEV, 27.0
ELEV. 23.00-
3
ELEV.
11 -�
6
AQUATIC PLA
SHELF (6'
ELEV.
_TEMPORARY POOL ELEV. 24_83 s - -
A� PERMANENT POOL ELEV. 23.00 -
r-ELEV.-- 22.0--0 ELEV.
1
10
11
3
ELEV.
io x T x CLD T6.B
25.3 / 23.4
TB C ID yy55 x T
26.4 _
F �� F x F. 5.9 F yB B F F F EX. JB
TB x RIM 26.79
7/ 27.0 INV. IN 23.2
INV. IN 23.15
23.3 26.2 re o x INV_OUT 23.
re - 26.85
EP \2�6
27.5 II
& 27.25 - - - - - - -
Call 72 Hours Before You Dig!
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
\ BOTTOM SEDIMENT STORAGE ELEV. 18.50
3 \ - - - - 3
POND BOTTOM ELEV. 17.00
WET POND EXPANSION
CROSS SECTION DETAIL A -A
(N.T.S.)
fLEV. 27.00
. 23.00
i
�1
3
r � '28�
w 1 -` rt TO 27.5 \
269
- \
S, 0 - TO \
7 " \ 27.0 \
so
�3'2w 23,0 BB
.w w '• �' w w O \ BB
D'EX. 18" RCP W/FES 2z.B zi.b
=zz�� I k
23.17%� ZN 11 \II \
C. STONE APRON A A STORMV� RIII III III III
I I I' I1 I I Be
23.0
EX. O.C.S.
TOP 25.73 I TO I
INV. (24") 23.18 i 27.2
BOT 22.86� /
5
WSE-23.00 A A A Be r \ I /
23.0 /
RCP W/FES
BB
R3.1 /
Be Be / \
3 Be Be 23.1 x /2 7/.5232
Fk
-...-.
26.3 /
..-..- EX.18" RCP ..-..-. -..- »- _..-..-..-..-.. _. , .
\26.8 I
r-26.7 26.1 \ TO \ /
TB TB \
-LP 27.1 TB
-FF F-FF-F-F-F-F266 FF- FFF-FF-F-F- F -F--F
B
0 26.9 .26.9 F, F
0 0 o e e o 0 0 o eF-
EX.0 0 27002683EPEP27- - J
GRATE 26.00
INV. 23.18
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" - 20'
SHEET 5 OF 6
WET POND EXPANSION DETAILS

I„ i'1,;. .�_� rat _t1; .._, it •. _.,_ ...L. l:' I.-_a:L �L�1�-�_ �_,_.__. I
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FINISHED GRADE
TRACING TAPE TO BE INSTALLED 1'
BELOW FINISHED GRADE.
SELECTED BACKFILL TO BE COMPACTED
TO 95% STANDARD PROCTOR (AASHTO-T99)
TRENCH STABLE BOTTOM SHALL
CONSIST
SIFIRM
ABLE MATERIAL ANDSHALLPROVIDE
UNIFORM SUPPORT THROUGHOUT LENGTH
OF PIPE.
PIPE DIAMETER + 12" TO 16"
W-19
WATER LINE TRENCH DETAIL FOR PAVED AREAS
MOUND BACKFILL OVER TRENCH TO
ALLOW FOR SETTLING.
TRACING TAPE TO BE INSTALLED 1'
BELOW FINISHED GRADE.
UNCLASSIFIED BACKFILL COMPACTED
TO 95% PROCTOR (AASHTO-T99)
SELECTED BACKFILL TO BE COMPACTED
TO 95% STANDARD PROCTOR (AASHTO-T99)
TRENCH BOTTOM SHALL CONSIST OF FIRM
STABLE MATERIAL AND SHALL PROVIDE
UNIFORM SUPPORT THROUGHOUT LENGTH
OF PIPE.
PIPE DIAMETER + 12" TO 16" W-18
WATER LINE TRENCH DETAIL FOR UNPAVED AREAS
�Wpw
WIN
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jl
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Ir
11
11
HOT BOX...
THE FNTBNFFRFn ENCLOSURE
it
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O® 8" ZURNS (WILKINS) 475DA
VE N.
IDA 32254 (STANDARD STAINLESS STEEL
800) 736-0238 ENGINEER coRnwACIOR
1. ALL DIMENSIONS ARE APPROXIMATED
IN INCHES.
2. RECOMMENDED SLAB SIZE : 1171 x
48'W x4" MINIMUM THICKNESS.
3. "E" INDICATES THE ELECTRICAL
RECEPTACLE. IT SHALL BE MOUNTED
A MINIMUM OF 30" ABOVE THE SLAB.
4. "A.O." INDICATES THE SIZE AND
GENERAL LOCATION OF THE ACCESS
OPENING.
5. (*� THIS DIMENSION CHANGES TO
2 WHEN THE RPDA IS INSTALLED.
6. NEW YORK INSTALLATION : ADJUST
CENTERLINE HEIGHT TO 30".
7. UNIT IS A LB6N WHEN INSTALLED
WITHOUT A HEATER.
B. RPZ TO BE USC APPROVED.
9. RPZ TO HAVE FDC WITH FACTORY
FITTED STORZ CONNECTION.
10. IF CONNECTION IS MORE THEN 18" '..
ABOVE FINISHED GRADE IT IS REQUIRED
TO HAVE A 30' DOWN TURN ELBOW.
REV. 2 i REV. d scut
N.T.S.
DRAWING.
z
W N
PROVIDE ROCK
AROUND WEEP
STREET RIGHT-OF-WAY NOTE:
HYDRANTTO BE PLUMB. IF ADJUSTMENT
OR AS NOTED ON PLANS
IS NECESSARY AFTER PRESSURE TEST,
RETESTING MAYBE REQUIRED BY RAVEN
COUNTY WATER DEPARMENT
I
VALVE BOX SHALL NOT BE INSTALLED
IN SLOPE SECTION.
MINIMUM OF 2'-6" FROM TOP OF SLOPE
RIGHTROF WY,Y,NWHICHEVERNISE GREOATER.
ELEVATION AS
STF0 !_O pLAN
EASEMENT TO BE GRANTED TO RAVEN
COUNTY WATER DEPARMENT
BY THE DEVELOPER IF HYDRANT EXTENDS
BEYOND RIGHT-OF-WAY.
FACTORY FITTED STORZ CONNECTION FOR
MAIN PUMPER NOZZLE IS REQUIRED.
FIRE HYDRANT, PUMPER
NOZZLE TO
BE PERPENDICULAR
TO STREET
AGROUND LINE
LOCKED HYDRANT TEE
,: ::.;:.:.�•.. 6" PIPE U
SLOPE TOP OF :•' :'t'."�`:�� ,..,•,�:•.
:.:,.
CONIC. TO PROVIDE � : �. �'r, : •;,, G � :1•:.;� � �' .� . ,:..,
DRAINAGE FROM x ...'F:`•'•:r' '•J0�\/
HYD. DRAIN. %j\��\��\�/'\• . ^:: 6" GATE VALVE
UNFORMED CONIC.
W-3
FIRE HYDRANT INSTALLATION
Slip Extension, Lbs. Ins. Lbs. Ins. Lbs. NOTE: VALVE BOX SHALL BE
Type Inches Wt. Lgth., Wt. Lgth., Wt. CHARLOTTE UTL-274,
461-A 18-24 60 10 35 15 25 VALVE BOX EXTENSION
562-A 24-36 80 16 45 24 35 SHALL CHARLOTTE
564-A 36-48 92 16 47 36 45 UTL-261
664-A 39-60 106 26 63 36 45
5 3/8 71
�8 3/8� II S-II
7 1/2
6 1/4
a n \ E��55/�
N N r l
6 3/8 "t
I A
I~ 4 7/8 -^i 15
24
36 D
a
1 1/445' a
R626
GUSSET4 REQ'D90' APART eo
1/4
7 n I~ 8 �I
8 1 /2 5 3/4 -;;I
10 10 1/4 7 --
TOP SECTION BOTTOM SECTION EXTENSION SECTION W-4.
VALVE BOX DETAIL
RESULTANT THRUST AT FITTING AT 150 P.S.I. WATER PRESSURE
TOTAL POUNDS
TOM.
PIPE
DIA.
DEAD
END
90'
BEND
45'
BEND
22 1/2'
BEND
11 1/4'
BEND
4'
2.700
3,800
2.100
1.100
530
6'
5,600
8.000
4,300
2.200
1.100
8
9,700
13.600
7,400
3,800
1,900
10"
14,500
20,500
11,100
5.700
2,900
12"
20,500
29.000
15,700
8,000
4,000
14"
27,600
39,000
21,100
11.000
5,400
16"
35,700
50,400
27,300
14,000
7,000
18"
44,800
83,400
34,400
17,500
8,800
20"
55.000
77,800
42,100
21,500
10,800
24"
78,500
111,000
60.000
31.600
15,400
30"
120.600
170,600
92,300
47,100
23.600
36"
172.800
244,400
132,300
67,500
33,900
42"
233,300
330,000
178,600
91.000
45.700
48"
304.000
430.000
232,700
118. 00
59.600
54"
1 384,100
543,200
294.000
149,000
75,300
TYPES OF THRUST BLOCKING
SOIL BEARING LOAD
(LB./SQ. FT.) ': .gTp,.:Ry,�� „--•� ITw IJ��LL�-•I,ll
MUCK 0
SOFT CLAY 1,000 ;: /r :.:•. ,
SILT 1,500 .. :..:;:.t>:^i;.( flr•�"`",""nr"
SANDY SILT 3,000
SAND 4,000
SANDY CLAY 6,000 1. THRU LINE CONNECTION, TEE
HARD CLAY 9,000 2. THRU LINE CONNECTION, CROSS USED
AS TEE
TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DMDE THE TOTAL FORCE BY 3. DIRECTION CHANGE, ELBOW
THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BEARING 4. CHANGE LINE SIZE, REDUCER
AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS 5. DIRECTION CHANGE, TEE USED AS ELBOW
TYPES OF solL ARE LISTED IN TABLE. 6. DIRECTION CHANGE, CROSS USED
NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY OF THE DATAINTHIS TABLE DUE AS ELBOW
TO THE WIDE VARIATION OF BEARING LOAD CAPABILITIES FOR EACH SOIL TYPE. 7, DIRECTION CHANGE
THRUST BLOCKING DETAIL
M.
W,
01
RESTRAINED PIPE gym. m
4T BEND (DIP)
RESTRAINED PIPE
ONE JOINT OF DIP
M.J. 45 BEND (DIP)
OR CONCRETE THRUST BLOCKING
NOTES:
PLACE CONIC. BLOCKING SUCH THAT IT WILL
NOT INTERFERE WITH REMOVAL OF BOLTS.
PIPE LENGTHS SHALL BE AS REQUIRED
TO CONSTRUCT CROSSING.
ALL JOINTS TO BE RESTRAINED.
I WATER MAIN & STORM DRAIN CROSSING
W-14 I
PAVED AREA
6"
GRASSED AREA
d;
d
'ad
MINIMUM 3000 P.S.I.
'
r
CONCRETE PAD
d
n • a...
SEE DETAIL
a . a
I
I
4„
<
NOTE: CHARLOTTE BOX &
• 4 e
EXTENSION. IF EX-
TENSION IS REQUIRED
•
36"
USE CHARLOTTE
4„
.d
O
d a
UTL. 281
VALVE BOX
D
DETAIL
-
CHARLOTTE UTL 274
PRECAST
CONCRETE COLLAR
NOTE:
VALVE BOX
SHALL NOT BE INSTALLEDL�17:
IN CURB &
GUTTER
W-5
VALVE BOX
DETAIL (FOR VALVES SMALLER THAN
12")
36"
DITCH CROSSING DETAIL
(N.T.S.)
O�O�D
o � d
Z
COVER PLATE) d
CONCRETE EXISTING
COLLAR GRADE
VALVE BOX
NEW RJ DIP
WATER LINE
ivEXIST. WATER LINE
TAPPING SLEEVE
AND GATE VALVE
TAPPING SLEEVE & VALVE DET. (N.T.S.)
RELATIONSHIP TO WATER MAINS AND STORM SEWERS
1. HORIZONTAL AND VERTICAL SEPARATION
A. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR
PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN
CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN 10 FEET OF SEPARATION, DWQ
MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS IF SUPPORTED BY DATA FROM
THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW INSTALLATION OF SEWER
CLOSER TO A WATER MAIN PROVIDED THAT THE WATER MAIN IS IN A SEPARATE
TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE
SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE .WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SEWER.
B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
AS DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH
THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE
COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE
TESTED TO 150 PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING.
C. A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER
AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
2. CROSSINGS
A. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
OUTSIDE OF THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN
JOINTS.
B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATION AS DESCRIBED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE
SPECIFIED.
1. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND
SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS BEFORE
BACKFILLING, OR
2. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A
WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE
CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE
SHALL BE OF MATERIALS APPROVED BY THE REGULATORY AGENCY FOR USE IN
WATER MAIN CONSTRUCTION.
PVC
'TERLINE GENERAL NOTES
1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO
CONSTRUCTION.
2. WATER VALVES ARE NOT TO BE LOCATED IN CURB & GUTTER.
3. UTILITY CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO
START OF CONSTRUCTION.
4. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND
BEAR NSF LOGOS.
5. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL
AND HORIZONTAL WATERLINE/FORCE MAIN BENDS WITH 3/4" PVC
PIPE PAINTED BLUE IN A VERTICAL POSITION OVER THE BEND
EXTENDING OUT OF THE GROUND APPROXIMATELY 12 TO 24
INCHES TO ENABLE SURVEYORS TO ACCURATELY LOCATE THESE
BENDS WHEN PERFORMING AS -BUILT SURVEYS.
6. CONTRACTOR SHALL UTILIZE WATERLINE PIPES THAT ALLOW FOR
DEFLECTION AT THE JOINTS. MATERIAL INSTALLATION
RECOMMENDATION SHALL ALLOW A MINIMUM DEFLECTION OF 3
DEGREES PER JOINT.
•�111l1111NIII/ pun uA4,,IR 0
5.L.
SE432
SHEET 6 OF 6
WATER SYSTEM DETAILS

pEz�,N�
AEN _ r,\1_/
I
... w. ... o.
M�
Ixv.
u ESA® omam
e w
NEI
OIL/GRIT SEPARATOR r X
CONSTRUCTION SCHEDULE.
oewN PW APP.1LMnls AVD AL AREL�¢ ER RS.
Z �LNRS OF PWp. SLANG H API LOTS
TR@6H ONOE LARS AS N¢DET,
J. NEED PPE MRSTO". Mr..
A OUOWCO
NTRACTOR.
st
sIIATEE EROSION AD I cH'D AND
ANNARE TUR ORM T C'CNSfiTICN @TRANCE STRIP AREA OF :OP
NOR
R SOL AND STOCRNLE AS NEEDED RP FlNL 4x]SCARI
s. .SHALL EROSCD CONTROL MEASURES, MSTALL STORM DRNNACE.
6 DCON A. CCMPET IE ROOM A. CPER.,WNE.
pIWC BUJI AND PARxwG IDEA TO WMW I- CE FINIS
SUBGRME AEI
PLACE CUBIC AND MASON GRACE 7-
9. @LAG UVDSC. .AREAS ATMN 6' GF TNLL BURNS
FROPUTS
TOR
10, PR OWERPERMANENRSENDAN Y SEND D MI ALL LANDSCAPING
EAS
1, wxµ*RACE PAGRLW TOR. :ARE ND SAVE PARe'NC SPACE.
1 EVERT SCORES LEFT pPoSEO AL RE PIIN:R
oMERxaE FRONDED MRx GROUND Cm£R. DOWISS OR OTRLETURES
N EROLON mMN MI.TEXI 11A) LLA'DAR uMlt OF
DANS a CORPUTICD of - OE "'.
13. ADC, ERA_ EFORRON AND SEDIMENTATION HTGL ATCRE WY BE
REQUIRED IN THE TATE EO x CESSAm.
IA REMOVE @OSION CONTROL DI ONCE N OALCIS
CSTABILzHm p .BS
15. FE-OLDE k STRBNEE A. M1Pe¢ BY REMCy4 OF EA.
CONTROL DENCES.
CONTACTS PERSON NESPCNSFAA FCR 4IJTT_.WNCE:
C" Co. (252) 769-]i36
NOTE ALL EXPOSED SUPES 10 BE SODDED NRX
CENTIPEDE SW WHAMMAJELY ARTIER CDMDLET:ON OP
BRAOINc ACTNRIES.
NOTE AM 3OPPow iERL4 A BlNI1GHT CI THIS
SUE ONUS, BE FROM A LEGALLY OPERASC CARE OF
OTHER APPRWED SOURCE. AN, SOIL WASTE MAT
LEAVES :HIS SITE CAD BE TRANSPORTED TO A
PERMf.TED VANS OR SEPARATELY PERM ='v
CO -BUT cICN SUSS WBROUT ADDITONAL DOWNS
UNDER NAGS 7A-49(7)(0). DISPOSAL AT ANT OTHER
LOCATroa WCVLD PAVE TO BE INCLUDED AS A
PERMIT RECISION FOP LH6 APPROVAL
SILT Tm.:r�
z
SARLL;�,I. TR
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s�AII
g
61
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4.
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AR
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G.1 Pw IN A ONUTOR TO PREVENT LAUD OR SEJIME].T FPUM
LE/.MNG D, COMENER IDN ME, MIS WY BECOMES :' C .". rH
i-NCH STONE EICx RANFA� INSPECT . AE US.T r Tw=
S¢INEM CLEAN .1 "MIIISANMEOII:E_u PEBM. ALL
OSECTG4ME EMTAWS MUCCE. WOULD, TRANS. .... I. GAOWAYS.
AT:ROPER SEpY@T EEKKES AT (EAST ONCE A W¢N AR R SON SAARI
@SURE SOARED, FENCE :S mu TOED N AS HER SURPRISE.AFTER
ART PROURR¢
osrou 1EY, SHOULD ME FABKK OF SEONPY IEKE PERM
S IEAP.
OP 0¢OK ETECTE RERKE IF _ PRY. REVD,E SEOUEM
DEPOSITS AS NECESSARf TO FREIOE ADECWTE DIOMGE VOLDME FOR E NE%T
WW AND N ROME PRESSURE ON THE FENCE. TAKE CAPE TO AVOID INUIFAI
' PENCE NUS CLAR�. RUOvE Yl ICNC WZRIVS AMD UNSIABL=
SEDIMENT DI AND BR.MG ME AREA DO CPME ND SAWS I: A=:@ ME
OCREADU,NC pWNAGE AREA EMS a. AMEX ....
N£ %g1FLICX HAD. OLDER µ AFTER
DRAI FA „, C'IGN
D6,1 AT .FAST . E 'ER rCA 0 z PACH Ci
"DUATER,
WI PNHPALL OVER'
CLEAR THE ES B PE O .1
BIERS 10 PRW OE AEOCAT: FLOW COP. SUBSEQUENT S, TOE CAPE NOT TO
WGE A U O•NAD@CV! E MNE xOWP Ei REMOVAL REEVE
STONE AS xE
... AREAS
P@WCALT CHECK CFWm AREAS AND THE HEAVY
EROSION ARC
SEELE4IATM PRACTICES. ESPE w r MEA HEAVY ALE. PP_Y
NE!T FROM DIVERSIONS D OTHER W RR-CISPCSM. PLGTR _.
PEMO,E ALL .MLR
P WASHOUTS S 0 BPFMS OLCVP PTHEY WHIM ION W.MEXUFE
OF BE DE @DO¢ MTEIi BEFORE BECNE SFMNfiMPGRDUW6. AREAS AD
.0 BE ECRU AS PUP
IgF,Y JW @CS YI A,0 SCMH@iATCH MITT ADD
SEFOINO <RTPA
WSI CONTROL
MARRA 1 ALL MD ANY PUS, HCNRL MEASURES :HVOVC. CRY WU . ASSOC,
UNR DS ALL IURBEC AREAS E BSN $,.ABRR¢.
LOx@E,E WASI
HER. ARO •4PEC. BASFACR.:3 COACPEE ALAS T CC EACA I' SS DNO BE 15P¢m PROVY ARM N P¢MLLY AFT@ HLLW R O CHECK R
USAM IDENTIFY ELASTIC GS D OREFLLs HAVE SEEN S!
CD,RS'RJC AN ECTURRRNE WHETHER THEN HAVE BEEN 'IUtD TO
D] 7s i.Trc. PIE@ ME WAswIT canux D Tucl To a@
PEPLE - OF ITS CAPACITY OSCOMCNE P CONCRETE INTO rE F�
TUNTIL IT HAS BEEN µLEANED OR.AL W STURD, TO EVE rz OR E@DE➢FPON
SITE ♦ CARE
..HER, µL ENED 11 ID ND
RECYCLED ES r0 ME ttWTYTER SqW BE IEPNP9 RNum_Y, BEFORE
.1 PAPH.THE WANT CMtuDO' S W W ¢VF1E@SEFDLI BE '11ME0¢ DP
THE CMAINFA OULO BE COVERED TO DURING THE PAN
NY TNERFLOWIW OF THE 'ARNCVT EACRTRES UNTO FF GROUND MUST Al
CLEAPRD AND ETRNID 2 FRS OF
@@T. REAIC PWARf
MEfFEE BASHFUL EALNM1 WHEN, MEY _ W UNDER Ri XD REST E
PBAREAS TO HEWU.N. CONDRCN AS PROPoS¢ ON PTE
P.
IEMRESPED AND MULCH SOON
AS A SE¢UN� HOT MCA R ECT OF ERI
GROUPS.IS SOON N PoSSIBIf. ECi OW, PROTECT FFON TF .0
AS �1AiNx ros:BUU�
RIVER BLUFFS DRIVE
(90R/W ASPHALT VARIES PUBLIC)
em
ITT J' Y Y F P. UPo. NIX, FFORkI _ _ ADSY ASS \ /( 1 i n.NN 91CAA A. fiy9].. Bq 11. PITEc mC�/ I
5�1, NL
PI �ar �i • _ `.AAT7'•'I�c�,S� .1 LzLyI=_ RR. TO.
SERVICE ROAD -AA. 3 rsa a-- D --a:- -x- -/
RMEWx r ryr F" u. v M -� b.� r a.• 4' % EAST a Ix PwNDw.N
6 M v v` TER
EN= HNAE, I AN 16.BT SO RR ADAUD I- BIN
;ry] 68ENCHNMK TAPONGeArojxaT�`FI A, Ncm .,A,EARN A /
_ f a NR^�N A 61jMI M.I;7INS NORTHBOUND LANES /
C US HWY 70
Call 72 Hours Before You Dig!
1 8OM324949 (26v' R/w ASPHALT VARIES Puauc)
I ET�gy ('B
�S �I
D
kpj
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2M
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All
____________________
1. CONTRACT. IS "I RESPC.S. FOR CONTACTING
•PPiOMMRE LOCATE ARE T4' RLL IXIaIIW
"A..WIIIRxI.9
cAi-
P
Au t A �<AM1
FA R ND CU
Vx11AES ARE LOCATED PRRp 1C CCNSP'JRFN.
2. COMMCN.R 5 PAS FOP %KING FWPI: USING $OVTI!BCUNC LANES
3
_E
NPOESSE
MG VEX. TIC., As N¢ESSARY i0 ENSURE RARITY OF ME
OF
=_
9
AAF
3. µEA CO.. CVNCn-EE OR AEPWIT, ARE IC BE
B Nj�
_____ _________________________________________
PLACED ACCOPDIRO M Or THE _
M ACCO _ _ _
:B
FIR`
OF TRANSPORTATION
LAFouw DEPAPn@T or TRAxsPOFT.noN, OR mcu
LOCAL
SERVICE ROAD
sNI.WHCNEv@ISMORESPNGF11. ______ ______________________________________„�a,A9
SNUANNE SMALL BE U ONCE AT.R C1. TRENCH AC _ _ _ _ _ _
MIIIIx"I
TOREARDS, 39 PART 1111. SUBPART. OR AS AREI
P/W
NPDES INSPECTION REQUIREMENTS
uaONY SOME SAU. AND PaE,RAR REOINRYENR IRE AS fIX1ON]
Yrvsss D NNI .PwwEx IN nxnaD m THE EPROMEN DE AARR DHAI
PERM CWSE SI4LL BE WMNN¢ W . FRACNC OFR@ ON RD sTe
1. A UNLESS .1 PREP- INDRANL DOW, Nc9 SECT' APPTT'rD m ME
. DE IIIT]i CUI
2A ASH BODNO OF THS GLLT M1V,L MOUNTS . R FRU- MN
ALL PE=DRDS SHALL BC MADE AV. U DM16WN DE YATR C ARTUF OR
AUTHOR OUT ALEK UPON PENES'., IF NO .1 PLAN CWCE OBSEP✓AIgNS ARE
.1 OUR. wE]1EN0 OR MtI1MY PWOOi AND NO REDIM.-WY TRAMMEL
NNRINnON 5 AWALMUL. ME C'JMSA^.iE FYI WASMI. FOR n.OSE
TEN No FRUYMl DISCUSSES.CASS MHE PERMIENI MI RECORD OES").¢ (MiG
3. ,ORE. AND SED:MEMMM ATOR LOPMEASURES EHILL 8 NORRE M m
PREEMBEE DARTWJNiNYE➢ FOR EACH INSPECTION EVM SPED.ARTYPER CAOR MEASURE LS MUST BE
., NSPEC. OF RIEASVRES ED', OCCUR A: 11E FRENCH, INB CARO
eiivn:
e. ADU EFORCH . EfEeNSIAICN CONTACT uWVP¢ MUST. BE . OR
R UNO@ ME DNECICN CF ME FARMl1FE 11 IFAST DNLE ERRY SEhN
CALENDAR O•S. AND
4L ES. VIO
. SGu�KwumEE NSPORSE, m CP
CREEP, THE EARESSFOR nO'SIONTHE u
.OF taTHAN EDO MANA I x. HOUR p@.vD,
. ONCE . OSTJRMACE HAS BEGIN CH hE SRC siEADARA @ FVNOR
M•�N�GaT�nES SN ALLsSE HDRAEEC CIF ORN�•]R+ FOR Fmvex.
_ INSPECTIONS ME ONLY POURED TOBE MADE MIRING NO uµ GUIE. Au 'N. /AEiSO GONE" CWPTCNug11D UM S LSE E VAST, CF
' Mf IN ,DAr P@spw¢ r0 BE N JCSARGx. ME NSPSC, CAN PE
„EUY¢ UNTR .T IS OERRE EYE TD R7,FPRY MESE DLR¢_ SEARS 'PRIOR
I,yE[:CHS PEKE DELAYED BECAUSE OF ydETY ISSUES SHOULD BE NOTED
THE N6P¢iM' BOME) I MPECTON LWxT BE MINE ON THAT GAY,
11 MUSf BE CCYPFIED ON THE ECWIwYD BESCOM .1
6. Mo'-TOUR IKK? NFiOFTMB I "OPLE E¢NEM DEVSRIPR
P. ME P@YTEE SWLL P@Om 10 THE "I OE MARC, OUAUIY C]MPH
pnCE W DIS APPACNNTE F.. OFECE AND NLBIE EERYEM BEENO
FOORroNoM 1EALTH ON THE IDN"C TED IN ART STROM OF CN BE, S�LCIDN M OF RAR "A" RY
1 INC. E V... ORALLY OP
0
XIVWNG OBSC'NO AND AC ORS ACT NLYO KRDANCE AI7 M vn
PERM r. MC OF. s1N11 'CPO TrRFm SAWN, AND ACNrCAAMA
MSER,aRCS WME AI REWXC MRM PRI m ME . OR
SIMILAR INSPECTION CIM THAT LLS VILUD`M ALL 1 OF E FIL7H@TS
CONTANEO IN :xE CMSOxs MR US_ Or
�NESS, INE 1. OF TE RECUR D PARR RAPES FOR MRT aCN ABL 3E
OAED IF SONAR TO PRaroE EQUAL ACCESS WO NMY AS ME FARO -CM
RECORDS
RACORM ML'SI B.C. AT A WIW M. ME EJILDWC.
CON,
c. uw WM .rEISVPE wn¢ O:s: WASSURE aECAMP MUST k. AE A: A
.) REp R. 1) MA OF ME ASSURES DECAMPED. 3) CAP ND THE
OF
IEEE �INSPE OFN. 3) MIME M FA P@SON ERFOPNNC THE INSPEC A)
) A.rx nN! ar ANEN@ THEM AFT WERE oP@IRO rroPEmv. )
ACTIONS IN O WwiTE OF NEEF6 TAX R.IE S CATUWELL A 6) EORAEC N
AMOUNT WREN (T) . OF ACTORS TAXER. As ALu As ME RATE .WJ
N3 OF MNFALL RECEIVED.
:. STOMPN, w.RM.v DYNIALc IX $PEOF THE NSRRUNCE RECORD] MUTT ANCWDE AT
1) E EFIC;IRN L ME O6cLRCE DUTALL EVOICTILED. TH vrz
1NSPCNEON. ) E EEREL r 3) TERAME OF IT PERSON aOLTAFNE ME
e) MNC OR OE I PTCOM OF STOPNSMU_ PoLL 1) SUCH AS
MI
'OR 5 LONE PO EXC M ASRnDm EDICTS DR USC0.M.TOX. ]) INDC1nD.N
O NS,E iE,wEM IUNNC EEE ERE 61 ATEOF :YEN TO
CORU 5PREVENT SN FOUND FA ND TI DATE OF ITS PR TAKER.
W558¢ SNNNE.NIAnOry FOUND WRIOE TEE SIDE WAR: IMP¢frOX RECORDS
w wDE
TMyry m LAMED AS CLEAN NE , UP III@ ro E SEDIM_ rvNPE REMHAS 1S.
l anllRxuuTs@ ro)THE A E OF THE T¢INEIrz THAT ws TER
Ass AND
Bl THE o.T @.
]�E.NIATDN FWND W SThTM6 OP AETNIDS: ALL NS' . -
e. SAI CM EVµyttWl OF SRTARIS OR WETMDS ORFORD OR ORMI
(ARMS AOCEESAI TO DETEEMINE IF ISSUE E 3. vroeu: SERGM iY FOT - IIFME 05CHNGE FlNMA SITENRESON RESULTS .4 AN
1. IRE TOO
R. AD IRS
HAS FACH ANTRAURC FOR
TO
IS CONSISTENT WITHHEo
THE
AND AT
AREA _.I a mAE
CROSSEDM
girsivaBED
IW IN
Dco► i nac�E Ate
MA
SHEET 3 OF 6
STORM DRAINAGE. UTIUTIE
h EROSION CONTROL PION
NEW BERN TOYOTA
REFERENCE DEED BOCK 2681, PAGE 591
AND MT CABINET H, SVOE 79H
OF THE CRAVEN COUNTY REGISTRY
NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY.
NC
OWNER'. CMG F. GOESS @ GRAIG M. GOESS
A -DRESS, 3615 SOUTH MEM IAL ONCE
GREENNLLE, NO 2783A
PHONE: [phone]B
CESICNSI V
UB/RAH G1E: 01 /OB/19
CHECKED MADRID SG¢: - SO'

011 SEPARATDR
CONSTRUCTION SCHEDULE:
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Call 72 Hours Before You Dig! US HWY 70
1-800-6324949 (260R/W ASPHALT VARIES PUBLIC)
I. CONTPAC:OR 5 MLY PESIONLBLE EYE LONiNCPNG _ _ _
APPROPRMTS PATIES µ0 EDCURBS TUT .1 EXISTING
U}:ILNES ARE LOCATED PREP TB CGR:A'ICIW
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ATSDaw,SPETTE7ISYDPEITHEAENT. SERVICE ROAD------------------------------------------------------------
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NEW BERN TOYOTA
REFUEENCE: DEW BOOK DEBT. PAGE 591
0 FIAT CASNET F. AIDE 79H
OF THE LEAVEN COUNTY REGISTRY
nl uu„
(SEAL
NUMBER SEVEN TOWNSHIP. CRAVEN COLI NC
o-
oWNEH: CRAIG F. GOESS & CRAIG W GOESS
=
ADDRESS: 3615 SCULY MEMORUL DRIVE
632A9
GREEN" THE NC 21634
_-
PHONE- [phone]
F'mxL
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ANN
ARMO.ES, IF
�BalluinDesignG'�3d
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NB/MAH
DATE, m/M/I9
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