SW7110716_APPROVED PLANS_20110804

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW J &:J/o
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
c�2 �Z2�
YYYYM M D D

LEGEND OF STANDARD SYMBOLS
10-:
UTILITY POLE
STORM WATER LINE
!PF =
IRON PIPE FOUND
o
GUY ANCHOR
SS — SANITARY SEWER LINE
RBF =
IRON REBAR FOUND
0
LIGHT POLE
PKF =
MAGNETIC NAIL FCUN-.
,jL
SPOT LIGHT
CO — SEWER CLEANOUT LINEXF
=
CHISELED "X" FOUND
(r
ELECTRIC SERVICE
OHW— OVERHEAD WIRES
CMF =
CONCRETE MONuMEN- F"
.,.D
[PS =
RON PIPE SET
�
ELECTRICAL CABINET
E — BURIED ELECTRIC LWE
RBS
METAL REBAR SE?
XFMR
G — BURIED GAS LINE
PKS =
MAGNETIC NAIL SET
�Z�
HEATING/AIR UNIT
T — BURIED 'ELECOM. uNE
XS =
CHISELED 'X" SET
CP =
COMPUTED POINT (NO CC-'.EP
Q
TELECOM. SERVICE
W— BURIED WATER LINE
MONUMENT FOUND OR SE
CID
TELECOM. VAULT
' — UNIDENTIFIED BURIED LINE
R/W
= RIGHT OF WAY
TO
CAN VAULT
) TREE LINE
N /F =
NOW OR FORMERLY
ROB =
POINT OF BEGINNING
GAS VALVE
�— x _ METAL FENCE LINE
POC =
POINT OF COMMENCEME.
©
GAS METER
❑ WOODEN FENCE LINE
H/C
= HANDICAP
N
WATER VALVE
(DS SANITARY MANHCLE
NT =
NON -TANGENT CURVE
CM)
WATER SERVICE
® SANITARY CLEANOUT
Ch =
CHORD
L®
IRRIGATION CONTROL ✓ALVE m CONCRETE CATCH BASIN
TIP =
=
TYPICAL
CENTERLINE
A
FIRE HYDRANT
m CAST IRON CATCH BASIN
CONTROLLED ACCESS
®
WELL
® DROP INLET w/ GRATE
RIGHT-OF-WAY
CONCRETE YARD DRAIN
RCP =
CONC. STORM PIPE
SIGN
CPR =
CORRUGATED PLASTIC
-�
® STORM MANHOLE
/C =
TOP OF CURB E EVAT J^
MIN
4 PIPE END / FLARED ENO
77F =
FINISHED FLOOR
MONITORING WELL
'Nb =
INVERT ELE"ATON
COURSES AND DISTANCES AS MEASURED
SSMH
= SANITARY MANIOLE
®
MAIL BOX
BY THIS SURVEYOR
0
BOLLARD
SO4'C3'34"W i EJ S.25
�G`
TEMP. BENCH MARK
"RECORD" COURSES AND DISTANCES
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OWNER:
REALTY VANC, LLC
263 WAGNER PLACE
MEMPHIS, TN 38103
CONTACT DON NICHOLS
[phone]
TNISORAWING IN PRIN-ED PR ELECTRONIC FORM IS THE PROPERTY OF Ow'Des,pns. PA. AND 1S
NG" TO BE MODIFIED OR REPRGJUCED TN PART OR WHOLE WITHOUT EXPRESSED WRITTEN PERMISSION
COPYRIGHT 2011, 0.100sgnsPA
iI 1`
",
yam:
0?Ej; APPARENT SOURCE OF TITLE: DID 2143 PG 888
THIS ENTIRE PROPERTY IS SUBJECT TO A LEASE IN FAVOR OF HAVELOCK CAR WASH, LLC
RECORDED IN DB 2291 PG 267
BACK DEEDS: DB 2'26 PG 955; DB 498 PG 433
PLAT REFERENCE: MAP BOOK 3 PAGE 72, PART OF LOT 10
TAX MAP REFERENCE: PIN #6-037-010
AREA UNDER HEAVY LINE : 403 ACRES [61,095 Sq.Ft,], MORE OR _ESS
ALL DEEDS AND MAPS NOTED HEREON WERE USED AS REFERENCES IN PREPARING THIS
SURVEY. SEE ALSO:
+ A SITE PLAN OF THE HAVELOCK CAR WASH PREPARED BY STROUD ENGINEERING, PA,
(MOREHEAD C,TY, INC) DATED 12 JANUARY, 2004 [PROJ. #1437]
w A SJRVEY OF THE SUBJECT PROPERTY PREPARED By DAVID A. NELMS, PLS
(HAVELOCK, NC)
+ AN ALTA/ACSM LAND TITLE SURVE' OF THE ADJOINING HAVELOCK JOINT PROPERTIES
'PACT PREPARED BY SACKS SURVEYING & MAPPING DATED 02 MAY, 2001
REV. 10 ,;ONE, 201') [FILE H:\WENDYS-HAVELOCK561';
+ AN UNRECORDED SURVEY OF THE ADJOINING HAVELOCK JOINT PROPERTIES TRACT
PREPARED BY ,TAMES C. SIMMONS, PLS (HAVELOCK, NC) DATED 17 NOVEMBER, 1994.
THE 200FOOT RIGHT-OF-WAY OF THE ADJOINING RAILROAD IS SHOWN HEREON PER
Ma 3 PG 72. THIS SURVEYOR WAS NOT SUPPLIED WITH, NOR REVIEWED ANY ORIGINAL
EASEMENT OR CONVElANCE FOR SAID RAILROAD RIGHT-OF-WAY, AND IS OTHERWISE
ONAB_E TO VERIFY THE EXTENT AND NATURE OF SAID RIGHT-OF-WAY AS IT PERTAINS
TO THE SUBJECT PROPERTY.
ALL DISTANCES APE HORIZONTAL GROUND MEASUREMENTS UNLESS NOTED OTHERWISE.
_1"iS SURVEY IS ORIENTED TO BEARINGS SHOWN ON PIS 3 PG 72
RECORD BEARINGS AND DISTANCES (PER DB 2143 PG 888) ARE SHOWN HEREON IN
BPACKETS vVHERE THEY DIFFER FROM MEASUREMENTS OBTAINED IN ?HE COURSE OF
THE PRESENT SURVEY.
NORTH CAROLINA GRID CCORDINATES SHOWN HEREON WERE ESTABLISHED BY
STATIC DIFFERENTIAL CPS METHODS USING THREE ASHTECH PROMARK II
GPS RECEIVERS, AND WERE ADJUSTED HOLDING NCGS MONUMENT "PIZZA"
AS A FIXED HORIZONTAL REFERENCE. THE HORIZONTAL DATUM IS
NAD 83(2007) WITH A PRECISION OF 0.005m AT THE 95% CONFIDENCE
LEVEL.
"HIS PROPERTY IS ZONED HC (HIGHWAY COMMERCIAL)
ACCCRD NG 70 THE CITY OF HAVELOCK CODE OF ORDINANCES, LAST AMENDED .TUNE 28,
2010, BUILDING SETBACKS ARE AS FOLLOWS:
FRONT SETBACK - 20 FEET
SIDE SETBACK - 15 FEET
REAR SETBACK - 20 FEET
MAXIMUM BUILDING HEIGHT - 5C FEE -
GRAPHIC DEPICTION OF BUILDING SETBACKS HAS BEEN OMITTED HEREON FOR PURPOSES
OF CLARITY; APPARENT VIOLATIONS OF BUILDING SETBACKS LINES (IF ANY) ARE
NOTED ON THE SURVE`!,
THERE ARE NO PAINTED PARKING SPACES ON THIS SITE
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL p3720641300-J,
EFFEC-�VE 02 JULY, 2004, THIS PROPERTY DOES NOT LIE WITHIN THE 100-YEAR
OR O'dER SPECIAL FLOOD HAZARD ZONE.
AN'Y LN'DERGROuND IMPROVEMENTS ARE BASED ON SURFACE EVIDENCE ONLY. THIS
SURvEYOR CANNOT CERTIFY TO NOR ACCEPT LIABILITY FOR THE PRESENCE AND/OR
LOCATION OF BURIED OR OTHERWISE NON -VISIBLE IMPROVEMENTS.
ON V17ES:
ON-RACTOR SHAL_ VERlF� EXISTING CONDITIONS PR:OR TO STARTING
40-?K .
CONTRACTOR SHALL '_OCATE ALL EXIST NG UTILITIES, INCLUDING DEPTH,
PRIOR TO BEGINNING WORK. EXISTING BURIED UTILITIES AS SHOWN ARE
AKEN FROM FIELD SURVEYS AND RECORD INFORMATION, CONTRACTOR
ALL FIE'-G VERIFY EXISTING CONDITIONS.
3. A � EXISTING STRUCTURES, PAVEMENT, UNDERGROUND STORAGE TANKS,
S DEWALKS, SITE LIGHTING, FENCING, SIGNAGE, AND BUILDING UTILITIES
HALL BE REMOVED. ALL EXISTING VEGETATION EXCEPT VEGETATION
DESIGNATED BY THE OWNER -0 REMAIN SHALL BE REMOVED. CONTRACTOR
SHA__ ESTABLISH SCOPE 'IF DEMOLITION 'WORK WITH THE
1WN R/DEvELOPER AND SAIL MAKE NECESSARY FIELD INVESTIGATIONS
' DETERI NE EXACT EXCEPT OF DEMGLI-ION WORK.
A _XIS ING WATER AND SANITARY SEWER SERVICE LINES, INCLUDING
IIETERS AN; BACK-LOIA PREVENTERS, SHALL BE REMOVED.
MTTAL '-r LINES MAY INCLDE TERMINATING AT THE PUBLIC VAIN IN
AL ORDANCE WITH THE REQUIREMENTS OF THE CITY OF HAVELOCK AND
rpLVEN COUNTY. H,S MAY REQUIRE CJTTING AND PATCHING OF EXISTING
PAVEMENT WI`HIN -I PUBLIC RIGHT-OF-WAY PER NCDOT REQUIREMENTS.
H S PLAN REFLECTS THE GENERAL REQUIREMENTS FOR DEMOLITION, ALL
MS TO BE DEMOLISHED MAY NOT BE SHOWN. CONTRACTOR S. L MAKE
C._SSARY FIELD INVESTIGATIONS TO DETERMINE EXACT EXTENT OF
LEMOLIT ON WORK. DEMOLITION WORK SHALL BE FULLY COORDINATED
4 -- REOU'REMENTS FOR NEW WORK.
ALL 'TEMS TO REMAIN, ABOVE AND BELOW GROUND, SHALL BE PRCTECTED
DL,RING THE ENTIRE CONSTRUCTION PERIOD. ANY ITEMS TO REMAIN WHiCn
RE DAMAGED DURING THE COURSE OF CONSTRUCTIC SHALL BE
R G,:IRED AT NO ADDITIONAL EXPENSE TO THE OWNER OR THE CITY OF HAVELOCK,
T ^✓TRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS FOR
DE'MC�_ITION PRIOR TO STARTING DEMOLITION WORK.
A.L DEMOLITION DER-2 T STALL BE PROPERLY DISPCSED OF OFF -SITE.
7. a - SHEET C3.1 F R rRJS10N CONTROL REQUIREMENTS.
t,c'NTRACTOR SHALL F J., E TRAFFIC CONTROL DURING WORK IN
9'_IC STREETS IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TAFFIC CONTROL DEVICES (MUTCD) AND THE REQUIREMENTS OF THE SIT"
or HAVELOCK.
APPROVED -`3
*;OF"71 CAROLINA ENVIRONMENTAL �
MANAGEMENT COMMISSION 1 RES
WISION OF WATER QUALITY
,1<__ �ucI 4 20 i JUL � i 2pt
1---mil NIL. sL 711� I APHID SCALE NCDENF
30 0 15 30 60 120
( IN FEET )
I inch = 30 ft.
Revision I Description

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\
DUMPSTER ENCLOSURE, \
\ SEE C5.1
Q9 \�
m 0' Z C5 1 L s F
CONCRETE PAVEMENT, SEE GUTTER FLUME,
SEE C5.1
4" WHITE PAINTED STRIPING, TYP. 11 LIGHT-DUT7 w / ( ) (L.D.) ASPHALT p'
PAVEMENT, SEE C5.1 lase
�P
G
200 __� HEAVY-DUTY (H.D.) ASPHALT 8
PAVEMENT, SEE I - RB' oOF
C5.1 24" CONCRETE CURB &GUTTER (TYP.) WEST of 9
�eRVER, c g
g SEE C5.1 CVP _
z N 64.51 `00"E, KN t, WN
F-�C OITY OF NE'W � J
VICINITY MAP
RBF ®BASE OE4N ELEC. ESM T_ N6928'19"E L02^ A i
CP 2208 PC 896 i17.79'
OF 2" METAL I —_ — --��-
00' Posr _ [29s:741 — — — -_- —_--
-- -- -- — -- -- -- —, -- — ' - N. T. S.
TYPE "B" BUFFER YARD
SITE DATA:
TOTAL SITE AREA: 1.4f ACRES
\
PARCEL ID: 6-037-10
DRAINAGE EASEMENT OVER & ° - �, sp �V v' �v� ��(� MAIN SIGN I
H.o -- - -y--- — — - _\ +HHDDD,) -- - -- -- - - �' DEED BOOK/PAGE: 2413/888
AROUND WATER QUALITY DEVICE _ _ _ _ _
6" CONCRETE PA
h 20' PUBLIC ACCESS
EASEMENT TO WATER � , Ei` ANC DRIVEWAY CRO ti1�S PLAT BOOK/PAGE 3/72 LOT 10
4' CHAIN LINK FENCE o' 35 co�QUALITY DEVICE / �' /� _ I C5.1 ZONING: H-C
HD —_---- --- --- — �_��-- 1 �/
AROUND STORMWATER ,_ --)--------
WETLANDS(FENCEMATERIAL SHALL 3'R ��-I �� , Y, �� USE: (TRACT #2) RESTAURANT
I �� � � / .. s. �., i A TAPER END/ I
p BE GREEN OR BLACK PER CITY OF SR 1, �ry� O H/C SIGNS P.CrcUP MNDC{ OF CURB J SETBACKS: FRONT: 20'
Q HAVELOCK STORMWATER ORDINANCE) ��I �� ml SEE C51 ^I (TYP.)—� ra«�. G•3a a SIDE: 15'
p Q SIGN
G
oiz
_
O HEAVY-DUTY H.D. ASPHALT 5 w i
PAVEMENT, SEE 4 — _ — REAR: 20'
Q C5.1 R. R. SEE NOTE 12 _ —t- — 2,
j R. R
Q � 8 � I ° _ �$ 'i EXISTING BUILDING COVERAGE: 2970t S.F.
PROPOSED BUILDING COVERAGE: 3940t S.F.
Q Q o� SEE NOTE 13 ��z oI
O0 z Z a i CONCRETE SIDEWALK, (TAP.) PROPOSED BUILDING HIEGHT: 23'
�pw c0 w v 1
SEE
J�� ° tiI eNGNce C5.1
Q U Q M 8' DOUBLE GATE ° m ! ��� 1t7 H CRAMP SEE�scN ��, I v� PARKING DATA:
CJ m m. BPARKING REQUIREMENTS:
�� �I _ ffiC5.�F �w 25 I a' o
Q � �- H- I TYPE "B" BUFFERUPI y 3
Z O w 3 z �, - j I YARD x c D 1 /4 SEATS IN DINING ROOM - 113 SEATS x .25 = 28 SPACES REQUIRED
PROPOSED BUILD G J T
I z I w 24" CONCRETE CURB & GUTTER TYP. ~ `s PARKING SPACES PROVIDED: 47 SPACES INCL. 3 H C
( ) — �w 3940t S.= � Z ( / )
C) SEE
Qc)v C5.1 2 -
F= I SEE NOTE 12 ° o
2 �s
U 2 N _ Lxr Q-- r��-� JLNFRAL 'DOTES.
Z - I x B 513N ,O U1
Q J Q5.1 I �c,.o.c> �� �f — �- ;� fi S' CONCRETE S DEw.A LK PER CO�,TRACTOR SHALL LOCATE ALL EXISTING BURIED AND OVERHEAD
o CONCRETE PAVEMENT, SEE 3 I UT I L I T I ES PRIOR TO BEG I NN 1 NG WORK.
_ _ } CITY OF HAVELOCK STANDARDS BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS
0 >- o W 5' SIDEWALK EASEMENT PREPARED BY SACKS SURVEYING AND MAPPING, PC, 3308-8 EDGEFIELD
Y �y \ L o SEE NOTE 13 / ROAD, GREENSBOR.O, NO 27409, (336 931-0566. CONTRACTOR SHALL VERIFY
Z C V WATER QUALITY DEVICE, ° — — - — C )
f----r - g' �, � EXISTING CONDITIONS PRIOR TO STARING WORK.
R. T'
w SEE SHEET C6.1 FOR DETAILS - . R �
T
w i � I \ R R, T — ! (/� TH,S SITE IS NOT LOCATED IN A DESIGNATED DRINKING WATERSHED AREA.
1 4, `HIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS
�O tiM �0 '� ez�. TAPER END — y 6" OOpvORETF PA�JIE, DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
O w ,n `� �, \ >�� / II �,a `sIGN OF CURB �I, ,. DEVELOPMENT. DISTANCE TO NEAREST FLOODWAY IS OVER
G' / @ DRIVEWAY „ROS -,S
= / TYP.) 2000' PER PANEL N0. 37206413001 DATED DULY, 2004.
�z��° L -� �" /i'�H/C SIGN 5 C .1
a 5' CURB GUT / 11 / SEE E SOIL TYPES PER GRAVEN COCNTY GI S: Le
PAGE SITE
E' 1 PERCENT
SEE C5.1z,TRFARCONSECrCRAOFPBANE TO EDPNR/SNRUCTURE UNLESSE, FACE OF
OF
` E OR T HERWISE NOTED.
GUTTER FLUME, 4 K �. V E L L PLANS o BUILDING DIMENSIONS AND LAYOUT.
I - SEE I ',�{> scN ��, �,� 7 SEE SHEET C3.1 FOR GRACING DRAINAGE AND EROSION CONTROL PLAN.
3C CITY OF NEw �� �! @5. k '�__ 9, ON`RACTOR SHALL COMPLY WITH THE REQUIREMENTS CONTAINED IN THE
AGREEMENTS BETWEEN THE OWNER AND NCDOT FOR ANY
ESYT
(! ��,----------- t-------- ---- -- -L.O.) - --- ---- ------------------ / - ' 0 'J, oNhRRRCSREETSUCTION VPA�CO ACCORDANCE
TRAFFIC CONTROLLHIN THE PJE'3�IC WDURING WORK IN
E H THE MANUAL OF UNIFORM
\ � \ � TRAFFIC CONTROL DEVICES (MUTCD) AND THE REQUIREMENTS OF NCDOT.
_ 1CF\i \\Y ��V 9 w \,. vYI��` — C LOCATIONS, TYPE AND NUMBER OF SITE SIGNS INCLUDING MENU
tv BOARD AND CALL STATION, PICK-UP 'WINDOW S-GNS, ENTRANCE AND EXIT
A A ,V � GNS ARE APPROXIMATELY SHOWN. CONTRACTOR SHALL VERIFY EXACT
-� `, A ` Y _ OCAT'.ONS, TYPE AND NUMBERS WITH OWNER AND SHALL COORDINATE
W TH OWNER FOR ELECTRICAL REQUIREMENTS INCLUD;NG LOCATION OF
} - TYPE "8" BUFFER YARD i 1 12 '�' � � CONDUIT TO SERV'.CE EACH SIGN, "STOP" AND "ONE WAY -DO NOT ENTER"
5645�'W1 - - - - - - - - - - - - - - - pLyr c" J S' NS SHALL CONFORM TO THE REQUIREMENTS OF MUTCD.
PF - -
- - - - —� �' ,19 W - N A'S_ , -5„ CONTRACTOR SHALL PROV DE AND INSTALL 4 SPEED BUMPS, 2 ON EACH SIDE
\ 317.57 (TOTAL) ',' C THE BUILDING. SPEED BUMPS SHALL BE STAMPED CONCRETE, STONE
.. \ �uLr.,Ear�
�I � QNTTERN, EARTH TONE ORANGE COLOR, 24 INCHES WIDE, GUTTER TO
SAIL, "UTTER, TYP, RON Roy To PI') HEAVY-DUTY H.D. ASPHALT �i
( ) �24" CONCRETE CURB & GUTTER (TYP.) �� � � ,.;TTER. PROVIDE A 1-1/2 INCH RISE (CREST) ALONG THE CENTERLINE OF THE
EE� 3'S U' PAVEMENT, SEE SEE $� D PATTERN. EXACT '_OCATIONS, PATTERNS AND COLORING OF `HE SPEED
5.1 C� 0 ;PF) C5.1 C5., CONTRACTORLSBAE VERRF IEDEANDDCOORDINATED
WITH JA�KNAYSE OWNER. E ON EACH
[3 587] 8 2 \ SIDE OF THE BUILD NG. WALKWAYS SHALL BE STAMPED CONCRETE, STONE
PATTERN, EARTH TONE ORANGE COLOR, 48 INCHES WIDE, AND SHALL BE AT
LIGHT —DUTY L.D. ASPHALT '"F SAME GRADE AS THE SURROUNDING PAVEMENT. EXACT LCCATION,
PAVEMENT, SEE
PATTERN AND COLORING OF THE WALKWAY SHALL BE VEPIFIED AND
C5.1 �� v - OORC I HATED W'. TH THE OWNER.
8
GRAPHIC SCALE
20 0 10 20 40 80
A � ( IN FEET )
I z 1 inch = 20 ft.
�m
CGNC QYW MO.vMr NT I
3 qg =ROM IPc
-
OP
OWNER:
REALTY VANC, LL -
MICBM
263 WAGNER PLA_E
OWNERS CER`FICA-ON. WE) HE'TPY CERT.F'r THAT i AM
AWE) ARE THE CWNER(S) OF THE PROPERTY SHOWN AND DESCR__D
MEMPHIS, TN 381:..?
HEREON AND THAT (WE) HEREBY APPROVE THIS SITE PLAN.
1 (WE) FURTHER CERTIFY THAT ALL EXTERIOR IMPROVEMENTS,
CONTACT: DON Ni -IOLS
NCULD NG BUT NOT LIMITED -0 PAVING AND LANDSCAPING.
AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN ACCORDA•.=E
pp
Know What'.b4��w�
[phone]
WITH THIS SITE PLAN AND THE CI-1 OF HAVELOCK CODE OF
ORDINANCES.
Call before you dig.
OWNER'S SIGNATURE(S)
T141S DRAWING, I% PRINTED OF ELEC'ROMC FORM. IS THE PROPERTY OF C',,'DesVnSr P A AND IS
NOT TO BE MODIFIED OR REPRODUCED IN PART OR WHOLE WITHOUT EXPRESSED WRITTEN PERMISSION
COPYR,GHT 2011, CiwlOBsgni, P A.
Revision Description

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AND AROUND WATER QUALITY • I �\ '� T Q 30.15
DEVICE T
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: 1 T C SEE C5.1 31.85 7/ 2.00 31.50
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TEMPORARY SILT FENCE, '"-
SEE C5.1
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6 ,I 31.75 I 31.60 T C `
I �,� T C I
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31.20 32.25
C FF
8" HDPE ROOF 1 /
STORMWATER WETLAND ROOF DRAIN 3fF5 ! J32.25
SEE SHEET C6.1 FOR DETAILS EE NOTE 8) 32.25 PROPOSIED'BUILDING �\ FF
30.79 1 FF
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TEMPORARY CONSTRI.JCTION
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BERN ELEC. ESMT •1
DB 2208 PG 896
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. 1 I 30.85
i T C
-09
IPF • .
RR GE AIREA-ro
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•....................................................•.....Y1-r:r-r
INV. 27.5 317.57' (TOTAL) 15" HDPE INV. 26.3 i•• � '
PRECAST COP:CRETE . .. ... TEMP. INLET PROTECTION (IRON ROD TO IPF)
OUTLET STRUCTURE SEE C6.1 SEE p'5.91'�a'
t5l 1 I 'C P, 250 LF 15" HDPE ONCRETE ENDWALL
3's )
® 0.48% NCDOT STD.# 838.01
REQUIREMENTS FOR NPDES 2G-'")NITORING (CONTRACTOR RESPONSIBILITY) T '�
PROJECTS DISTURBING 0,E= --RE WILL BE ISSUED A NPDES PERMIT. THE
CONTRACTOR SHALL OBTA ', =Y OF THE ISSUED NPDES PERMIT FROM THE
OWNER AND SHALL BECOME M _ AR WITH ALL REQUIREMENTS FOR SELF -
MONITORING RECORD KEEP -'.D INSPECTIONS REQUIRED BY THE NPDES
PERMIT AND SHALL COMPLI -I THOSE REQUIREMENTS DURING THE ENTIRE NARRAT 'E: ? ,
CONSTRUCTION -PERIOD. Ati F .=S ISSUED BY THE STATE FOR FAILURE TC
PERFORM INSPRCTIONS OR IN-aIN RECORDS SHALL BE THE RESPONSIBILTY T-'IS ROAN HAS BEEN PREPARED FOR THE CONSTRUCTON OF A NEW
L TY W 1 TH A DR I VE-TRWORK
HJ. WOAIL_ INCLUDE LE LUDE
OF THE CONTRACTOR. RESTAURANT FAC
CONSTRUCTION OF A 3,940 S.F. BUILD:NG, PAVED PARKING AND CRIV 'E
REQUIREMENTS FOR SELF-.'.SPE__ 3NS (OWNER RESPONSIBILITY) ;TILITIES (WATER, SANITARY SEWER, ELECTR C. GAS). AND CONS-RJ.
A STORMWATER WETLAND BMP.
� T
EFFECTIVE OCTOBER 1 2: ., ­_ PROPERTY OWNER. OR A DESIGNATED AGENT TEMPOPARY ERCS ON CONTROL MEASURES NCLUDE TEMPORARY _
SHALL BE RESPONSIBLE F',_ RE'=ORMING SELF -INSPECTIONS OF THE ONS"RU TION ENTRANCE AND SILT FENCE. TEMPORARY SEEDING AND
INSTALLATION AND MAINTE NC- JP ALL EROSION AND SED'MENTATICN MULCHING WILL SE PROVIDED AS REQUIRED, PERMANENT EROSION CCNT�-_
CONTROL MEASURES ACCORD NG THE APPROVED PLAN AND PREPARING A MEASURES ,NCLUDES SEEDING/MULCHING OR PLANTING OF ALL NON
REPORT OF THE INSPECTICN INSPECTIONS SHALL BE CONDUCTED AFTER BUILT -UPON AREAS. I mz
EACH PHASE OF THE PROJE" - J CONTINUED UNTIL PERMANENT GROUND
- T F ONSTRUCTICN SEQUENCE:
COVER IS ESTABLISHED. -' NES ISSUED BY HE STATE FOR FAILURE TOnz
PERFORM INSPECTIONS OR al -.N RECORDS SHALL BE THE RESPONSIBi- TY II 6-
OF THE OWNER. A REPORT ,A 9E PREPARED FOR THE FOLLOWING PHASES: - CONTACT NCDENR, LAND QUALITY SECTION, WASHINGTON REG'ONA z
- INSTALLATION OF R `ER EROSION AND SEDIMENT CONTROL DEVICES OFFICE AT [phone] TO NOTIFY THEM OF CONSTRUC- ON, T-- -ATE
- STRIPPING OF EX 'URF AND TO SET UP AN ON -SITE PRECONSTR'JCTION CONFERENCE •F CL P_�
COMPLETION OF A^ P E OF GRADING BY" NCDENR. ^L ,D r, 53,3,'15"✓+'
- INSTALLATION OF -OD , ANY PHASE 2. INSTALL TEMPORARY EROSION CONTROL DEVICES INCLUDING 3aa FROM 'PF
CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE, AND CHECK -'/
EROSION CONTROL NOTES:
1. ALL EROSION CONTRC_ M=-SuRES SHAL_ BE INSTALLED IN ACCORDANCE
WITH THE DETAILS NC_ ,-ED IN THESE PLANS, THE CITY OF MEBANE
STANDARDS AND THE NO"_, CARO_iNA EROSION AND SEDIMENTATION
CONTROL PLANNING .ND ''SIGN MANUAL.
2. THE CONTRACTOR SH L ]E RESPONSIBLE FOR MAINTAINING ALL EROSION
CONTROL DEVICES, P_F CING ANY DEVICE WHICH FAILS TO PERFORM AS
INTENDED AND FOR ADD+:, ANY DEVICES REQUIRED BY REGULATORY
AGENCIES DURING _. NSTRUCTION PERIOD.
3. THE CONTRACTOR SE=-L PRJVIDE TEMPORARY GROUNDCOVER (i.e.
SEEDING AND MULC- NG, JN ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS FOLLOWING - P--- _ OF GRADING. PERMANENT GROUNDCOVER (i.e.
SEEDING AND MULCH NG' -,HALL BE PROVIDED ON ALL DISTURBED AREAS
WITHIN 21 CALEND-F DAYS FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT. SEED REQUIREMENTS SHALL INCLUDE SOIL
PREPARATION, SEE- MI'--,RES AND MULCHING AS SPECIFIED,
4, OFF -SITE BORROW A'. /CP 4STE AREAS MAY BE SUBJECT TO THE
REQUIREMENTS OF --E ___: MENTATION POLLUTION CONTROL ACT OF 1973
AND/OR THE REQUIREMEI,-`5 OF THE MINING ACT OF 1971. THE CONTRACTOR
SHALL BE RESPONSIBLE =CR COMPLYING WITH APPLICABLE REGULATIONS
PERTAINING TO OFF-S!BORROW AND/OR WASTE AREAS.
EXISTING DITCH LINE.
3.
PERFORM DEMOLITION OF EXISTING FACILITY.
4.
BEG,N SITE GRADING. BRING BUILDING PAD UP TO SUBGRADE EL=.-"N.
�.
INSTALL 'WETLAND OUTLET STRUCTURE AND STORM DRAIN LINE.
-..
INLET PROTECTION AS STRUCTURE IS COMPLETED.
6.
IINSTALL CURB AND GUTTER AND AGGREGATE BASE COURSE ON DRI._�
PARKING AREAS.
?
CONSTRUCT BUILDING.
8.
PAVE DRIVE AND PARKING AREAS, SEED AND MULCH ALL OTHER E
_-_j'ZBEO
SiJ'
AFTER
� �1Gf �•OFMM�ATER
It�TfA%i
=q,'
1
.i1�
'0.
INSTALL PLANTS WITHIN WETLAND AND SEED/MULCH OR PLANT ALL
REMAINING DISTURBED AREAS (SEE LANDSCAPE PLAN). PROVIDE
-S-Bv._T
DATA FOR STORMWATER WETLANDS TO ENGINEER FOR CERTIFICA'
-N.
''1.
WITH THE AUTHORIZATION OF THE EROSION CONTROL INSPECTOR,
=-�'ACVE
ALL OTHER REMAINING TEMPORARY EROSION CONTROL DEVICES,
GRADE AND STABILIZE THOSE AREAS.
Know what's below.,
Cell before you dig.
P NC EL '
TDP PF /
BLOCK ENTRANCE W ::ILT
FENCE UNTIL BASE ' .ARSE
IS INSTALLED
15" FLARED E%D e_
INV. 25.5
LINE CHANNEL 4/,-.AS'-
RIP
1 RAP 15" THICI F
INVERT OF DIT17 /L =E
TO ELEV. 28.0
112' R0N RCO
SOUND 1..6 '
y
INTO R{W,
0
o,
OWNER.
TEMPORARY R: CK )IL T ECle,
TYPE "B", NCD)T _TD.p 633.02
REALTY VANC, LLC
263 WAGNER PLACE
MEMPHIS, TN 38103
CONTACT. DON NICHOLS
[phone]
THE PROPERTY OF 0"OeW gp Sr PA AND IS
WITHOUT EXPRESSED WRITTEN PERMISSION
I NW3, P.A.
GENERAL NOTES
�- CDNTRAC70R SHAD_ _OCATE ALL EXISTING BURIED AND OVERHEAD
�-'LiT'ES PRIOR TO BEGINNING WORK.
2 `'ONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARING
WORK.
3. THIS SITE IS NOT LOCATED IN A DESIGNATED DRINKING WATERSHED AREA,
THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS
DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. DISTANCE TO NEAREST FLOODWAY IS OVER
2000' PER PANEL NO, 3720641300J DATED JULY 2, 2004,
5. SCIL TYPES PER CRAVEN COUNTY GIS: Le
6. BACKFILL AND COMPACTION REQUIREMENTS;
ALL FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND DEBRIS,
HAVE A PLASTICITY INDEX LESS THAN 30 AND A MAXIMUM DRY DENSITY
OF AT LEAST 90 PCF IN ACCORDANCE WITH ASTM D698.
FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8- LOOSE
THICKNESS AND BE COMPACTED TO THE FOLLOWING MINIMUMS:
JNDER BUILDING AND PAVEMENT: 95 PERCENT WITH TOP 12" AT 100
PERCENT UNDER BUILDINGS
UNDER SIDEWALKS AND UTILITY PADS: 95 PERCENT
YARD AREAS: 90 PERCENT
(COMPACTION IS PERCENT OF MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D698).
CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS CONTAINED IN THE
NCROACHMENT AGREEMENTS BETWEEN THE OWNER AND NCDOT FOR ANY
CONSTRUCTION WITHIN THE PUBLIC RIGHT-CF-WAY.
A. _L ROOF DRAINS SHALL CONNECT TO THE 8• HOPE PIPE AND Di SCHARGE TO
HE WATER QUALITY DEVICE, FIELD VERIFY ROOF DRAIN LOCATIONS WITH
4RCHITECTURA'/PLUMBING DRAWINGS. INSTALL ROOF DRAINS AT
PERCENT QINIMUM GRADE.
9. HDPE PIPE SHALL BE SMOOTH INTERIOR WALL, N-12 AS MANUFACTURED BY
AD,ANCED DRAINAGE SYSTEMS, HI-Q AS MANUFACTURED BY RANCOR, OR
APPROVED EQUAL. REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM
C78,, TYPE W,4 i , 10
1
6UE Jiii TAP{,
10. ti0 'Qyf'1`�M''{11�` wlh'Ti.1i�3'11�r A w
ACCESS B,LITY NOTES:
CONTRACTOR SHALL PROVIDE THE FOLLOWING:
GRADES IN PROPOSED HANDICAP PARKING SPACES AND ACCESS AISLES
SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION, INCLUDING THE
DIAGONAL.
8. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS
W TH N THE SITE, EXCEPT WHERE LABELED AS A RAMP WITH RAILS,
WHICH EXCEED A 5 PERCENT SLOPE IN THE DIRECTION OF TRAVEL AND A
2 PERCENT CROSS SLOPE.
C. PROVIDE LEVEL TURNING AREAS, MAXIMUM 2 PERCENT SLOPE IN ALL
D RECTIONS INCLUDING THE DIAGONAL, ON ALL PROPOSED SIDEWALKS
WHERE A PROPOSED INTERSECTING SIDEWALK CONNECTS.
PROPOSED LAND'NGS OUTSIDE OF ALL PROPOSED DOORS SHALL BE SIZED
PER THE NORTH CAROLINA BUILDING CODE, SHALL MATCH THE BUILDING
F N SHED FLOOR ELEVATION, AND SHALL NOT EXCEED 2 PERCENT IN ANY
D'RECTION INCLUDING THE DIAGONAL.
2, ir ANY GRADES NOTES, OR INSTRUCTIONS SHOWN ON THESE PLANS
^NF_. ICT WITH NOTES ABOVE, THEN THE MORE STRINGENT OF THE TWO
AFP_Y. IF THE CONTRACTOR HAS ANY QUESTIONS, HE SHALL
�,NTHCT THE ENGINEER OF RECORD PRIOR TO STARTING THAT PHASE OF
N, IRV .
,:A_ERSI­EU NOTES
S TE IS LOCATED IN THE NEUSE RIVER BASIN.
2. TPPROPERTY OWNER IS RESPONSIBLE FOR INSPECTING AND MAINTAINING
THE COMPLETED STORMWATER CONTROL DEVICES AS DIRECTED BY THE
Y OF nAbELOCK.
3. THE CITY CF HAVELOCK AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO
THE STORMWATER CONTROL DEVICES FOR INSPECTIONS AND
MAINTENANCE ENFORCEMENT.
4 A� ENGINEER'S CERTIFICATION
ON OF COMPLETION SHALL BE REQUIRED PRIOR
TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. THE
S 0RVWATER CONTROL DEVICES ARE TO BE INSPECTED TO ENSURE THAT
THEY ARE FUNCTIONING AS DESIGNED AND HAS FULL DESIGN VOLUME
PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
THE ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR OF THE
CONSTRUCTION SCHEDULE FOR THE STORMWATER CONTROL DEVICES TO
ALLOW FOR PERIODIC OBSERVATION OF THE WORK. THE CONTRACTOR
SHALL HAVE AN AS -BUILT SURVEY PREPARED OF THE COMPLETED
S73RVWATER CONTROL DEVICES AND THE SURVEY SHALL BE PROVIDED
O THE ENGINEER CERTIFYING THE STORMWATER CONTROL DEVICES. ANY
OEICIENCIES BETWEEN THE AS -BUILT SURVEY AND DESIGN SHALL BE
CORRECTED TO THE SATISFACTION OF THE ENGINEER, AT NO ADDITIONAL
COST TO THE OWNER, PRIOR TO THE STORMWATER CONTROL DEVICES REIN(
CERTIFIED.
GRAPHIC SCALE
2a 0 10 20 40
( IN FEET )
1 inch = 20 it.
h NCDENR COMMENTS
Revision Downptlon
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30' CITY OF NEW
BERN ELEC. ESMT.�
DB 2208 PG 896
�1
5' UTILITY ESMT
DB 1,7t1 PG 638
EASEMENT CNE 5, 1
1
1 ( 1
I i
1
1
1
00 1
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1
1
3G' CITY OF NEW' [N64'51.0C" E] 1 �-
'ASE dERN ELEC. ESIVr_ ��� N69'28'19°E
E-AL DB 220a PG s96 295.89' /
1
F295.741
l 1 _
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- ---i-
------- - - -- -- -- --- - - - ---
-J -
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FUTURE FIRE) 5
4" SANITARY SEWER HYDRANT
SERVICE ® 2% MIN. LOCATION (BY 1
I
CITY OF HAVELOCK)
i
C.O. C.O. 1 �
I I I I `1
C.O.
Ln1000 GAL I
GREASE TRAP,
SEE PLUMBING I I
DWGS. h
PROPOSED BUILDING
C.O.
I
C.
I
I
I Ln
GAS METER — COORD. W/ 1
PLUMBING DWGS & UTILITY s
I I _
IPF — — — —
PROVIDER
TRANSFORMER — COORD. V,
ELEC. DWGS. & UTILITY
PROVIDER
4'
—• 9
RON Roo TO IPF) SITE LIGHTING, (TYP.)
315.91' SEE LIGHTING PLAN PLAN F•-R EXACT,
C TO IPF) LOCATIONSS, (LIGHTING SH:.__ BE FULL CUT-
3�5.87'1 OFF DESIGNED TO DIRECT L --HT
DOWNWARDS)
CC NC P iW M-'NUV=NT
FOUND y3,]'3•15�W'
3.49• FPCF'. ,a
RR-7 C.94'
nE�TLF 3/4" REDUCED PRESSURE
a RPos' BACKFLOW. PREVENTER IN
ABOVEGROUND ENCLOSURE
W/HEAT SOURCE — SEE
UTILITY NOTES 12&13
(IRRIGATION)
3/4 WATER ME I ER &
;T I
L TY NOTES:
METER BOX (IRRIGATION;
CONTRACTOR SHALL LOCATE ALL EXISTING BURIED AND OVERHEAD
TAP EXISTING WATER
�I' I L T' ES PRIOR TO BEGINNING WORK.
LINE W/SER VIDE SADDLE
-
SCNTRACTO�R SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING
& CORPORATION STOP
3.
CRK-.
'yS S -E S NOT LOCATED N A DESIGNATED DR NK I NG WATERSHED AREA.
1" WATER METER &
H'S S'TE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS
-TERM'. NED BY THE DEPARTMENT OF HOUSING AND URBAN
METER BOX
DL ",ELOPMENT. DISTANCE TO NEAREST FLOCDWAY IS OVER
1" REDUCED PRESSURE
2 CO' PER PANE, NO. 37206413001 DATED JULY, 20C4.
BACKFLOW PREVENTER !'.
S^'_ TYPES PER CRAVEN COUNTY GIS: Le
AVERAGE S,TE SLOPE: 1 PERCENT
ABOVE GROUND ENCLOSURE
6.
COORDINATE WITH PLUMBING DRAWINGS FOR SIZE, DEPTH AND LOCATION
W/HEAT SOURCE - SEE
CF WATER AND SANITARY SEWER UTILITIES INTO BUILDING, NCLUC i NG
UTILITY NOTES 12&13
OCAT''.ON 0P7 GREASE TRAP FOR RESTAURANT.
.CONTRACTOR
7.
SHALL PAY ALL MUNICIPAL FEES ASSOCIATED WITH
fS29'3819"1:
ESTABLISHING NEW WATER AND SANITARY SEWER SERVICES. COORDINATE
. .5 z� = -
h -H CITY OF HAVELOCK PUBLIC WORKS DEPARTMENT FOR NEW
=----
SERVICES.
7200 ,7,
20
_
MATERIALS AND CONSTRUCTION OF SANITARY SEWER SERVICE AND WATER
SERV CE, SHALL CONFORM TO THE CITY OF HAVELOCK STANDARDS,
FOCAL AND STATE PLUMBING CODES.
9.
CONTRACTOR SHALL COMPL'l WITH THE REQUIREMENTS CONTA'NED 'N THE
�- TAP EXISTING SANITARY SEWER MAIN
`NCROACHMEN'�T AGREEMENTS BE THE OWNER AND NCDOT FOR ANY
ONSTRUCTION 'ATHIN THE PUBL'C RIGHT-OF-WAY.
PER CITY OF HAVELOCK PEQU!PEM ENTS
�.
„NTRAc GP SHALL PROVIDE TRAFFIC CONTROL DURING WORK IN
LB IC STREETS IN ACCORDANCE WITH THE MANUAL OF UNIFORM
R -c, CON'TRO DEVICES (MUTCD) AND THE REQUIREMENTS OF NCDOT.
C C
'
E PROPGSED FAC.'_ITY WILL NOT HAVE A FIRE SPRINKLER SYSTE1d,
Cu u�
2
R °jLED PRESSURE BACKFLOW' PREVENTER SHALL BE ONE OF THE
n =
0! CIA, NG MODE S W!LKINS 975, ^EBCO 825Y, OR WATTS 909 OR OTHER
`AO;PL APPROVED BY THE CITY OF PAVE�OCK.
T
'3
B�V,. GRnJN ENCLOSURE SHALL SEAS MANUFACTURED BY
1L-+OCCA Sc.F -COVE<, BFP PRODUCTS, OR APPROVED EQUAL.
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Know what's below.
Call before you dig.
OWNER:
REALTY ANC, LLC
263 WAGNER PLACE.
MEMPHIS, TN 381C3
CONTACT DON NICHOLS
[phone]
GRAPHIC SCALE
20 0 10 20 �0
( IN FEET )
1 inch - 20 ft.
Revision Description
THIS ORA A,,NG, A
NOT TO BE MODIFlED 1
IS THE PROPERTY OF ClvirDas.Ips, P A. AND lS
DLE WITHOUT EXPRESSED WRITTEN PERMISS,ON.
01Deagna, P-A.

,- 1 .-0"
MAX. MAX. MA%.
EQ. EQ. E0.
SPA A 5PA ES
FOR °W - 6'-0" OR LESS
E=EXPANSION JOIN
G-GROOVE JOINT
a
T
FOR °W MORE THAN 6,-0"
NOTES: EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONCRETE WALKS SHALL NAv-c
JOINTS SPACED AS SHOWN IN THESE DETAILS.
AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONCRETE WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
JOINT PATTERN
PREFORMED
EXPANSION 3/B°
-j JOINT MATER, AL -
Y�
GROOVE JOINT EXPANSION JOINT
JOINT DETAILS
aP TURN DOWN AS
REWIRED TO
4' 3- KEEP 'A' 3' MIN.
AT ASPHALT PAVEMENT AT GRADE
EDGE DETAILS NOTES;)
1.) ALL CONCRETE TO BE 3500 PS MM.
2.) WHERE SIDEWALK IS INDICATED TO BE -BLACK",
OWNER, TO BE DYED BLACK AS DIRECTED
SIDEWALK
DETAIL 10771
NOT TO SCALE
-0
MAX.
E0.
16_
MAX.
EQ.
_p
MAX.
E0
SPACES
SPACES
SPACES
L It
G
G E G
I
r FENCE POST STEEL
12 1/2 GA. _ HOG WIRE TIED TO POST
INTERMEDIATE i
WIRES, TYP, I FILTER
ELEVATION
MOTES;
POSTS: METAL - 6' LONG, TRIANGLE STEP
MAX. PLACEMENT OF POSTS TO
BE 8' APART.
WIRE: 32" MIN. WIDTH HOGWIRE, 10 GA.
LINE WIRE.
PEX FABRIC: PR BY AMCCO B 0
c )
STONE: #4 WASHED STONE, TO BE PLACED
6" DEEP.
SILT FENCE
DETAIL
NOT TO sct,:s
0
FABRIC(32 MIN. WDIH)
FILL SLOPE
GRADE
STONE )
WIRE & FABR!C
TO BE TRENCHED
CMIN. INTO
GROUND AND
BACKFILLED
WITH STONE
SECTION
CONCRETE
CURB SECTION, -
SHAPE TO MATCH
STD. CURB
6" 18" 6'
F_17
SECTION
XPANSION JOINTS
YPICAL
GUTTER FL
DETAIL
NOT TO SCALE
C5.1
6
C5.1
6
-V �I
I 2
STD. 2'-0" CONCRETE
CURB & GUTTER
(SPILL GUTTER)
09
�i
-- D I -
STD. 2'-0" CONCRETE
CURB & GUTTER
CURB & GUTTER
DETAIL
NOT TO SCALE
{
0.
C5.1
2
8' HIN
GE0-TEX J
LINER
NOTES
1- STO1.S - USE 2" TO 3" COOPSE AGGREGATE.
JSE RUS•ED STONE
2. LEN -S EFFECTIVE, BUT NOT LESS THAN 1CO FEET.
3. THIC-'.ES` - NOT LESS THAN EIGHT(8) INC,ES.
4 WID` vCT LESS THAN FULL WIDTH OF ALL POINTS OR 25'.
5 WAS N' - WHEN NECESSARY, WHEELS SHALL BE CLEANED
TO R M t' SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
R!GH. L r-Y. WHEN WASHING IS REQUIRED, IT SHALL BE
CONE N -N AREA STABILIZED WTH CRUSHED STONE WHICH
DRA'. IN AN APPROVED SEDIMENT TRAP OR SEDIMENT
BAS' AL, SEDIMENT SHALL BE PREVENTED FROM ENTERING
ANY ORM LRAIN,DITCH, OR WATERCOURSE THROUGH USE
F P P.
F L B S GRAY R R OTHER A R V 0 D �L BOA DS 0 O E 0 EJ
MET'- LS
5. MAIN NA E - THE ENTRANCE SHALL BE MAINTAINED IN A
CON ON tiH CH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT 'VTO PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE
PER. ^O DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEM A',.-. REPAIR AND/OR CLEANOUT OF ANY MEASURES
JSE' _. P SEDIMENT, ALL SEDIMENT SP'LLED,DROPPED,
WASH L- TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE
REM. YEDI4-ELY.
C'STRUCTION ENTRANCE
DETAIL C5.1
NOT TO SC- = 7
CONCRETE
BLOCK
3" AGGREGATE BASE COURSE
�'•, r , (ife+, ,R.?.:; 1 _ 6" CONCRETE PAVING
3500 PSI MIN., AIR EN-:- NED ,.9GP RE NFORCED.
�•l BROOM FINISH
COMPACTED SUBGRADE _-=PER 5"
MINIMUM OF 100% STAN'. RD PROCTOR
MAXIMUM DRY DENSITY. 4STM 698)
BELOW 6" - MINIMUM Cr 95% STANDARD
PROCTOR MAXIMUM DR' ^ENS Y.
MAXIMUM 8" LIFTS AS ^FQUIRED FOR FILL
NOES
1.) SEE PLAN FOR CONCRETE THICKNESS.
2) "BLACK" CONCRETE TO BE DYED BLACK AS
DIRECTED BY OWNER.
CONCRETE PAVING
DETAIL
NOT TO SCALE
�'• co RP
C5.1
3
SASE COURSE
COMPACTED SUB& -`E OPPER 8"
MINIMUM OF 1007 4NDARD PROCTOR
MAXIMUM DRY DEr, TY. (ASTIV 698',
BELOW 8" - MINK. _•d OF 95% STANDAP:,
PROCTOR MAXIMUM DRY DENSITY.
MAXIMUM 8" LIFTS �S REQUIRED FOR
MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE D. C.T.
S-ANDARD SPECIFICATION FOR ROADS AND STRUCTURES.
LIGHT -DUTY ASPHALT PAVEI,'EEINIT
R" CO R❑
i9.58
SASE COURSE
=
COMPACTED SUB ---DE '._PPER 8"
- -��-�
MINIMUM OF 1007
'ANDARD PROCTOR
Y
MAX -MUM DR .,
A ST M 698'
11
WaRI-Sua-
BELOW 8" - M
OF 9`% S'AND�4RD
PROCTOR MAX' ..
. L DEJSIT�
MAXIMUM 8" cF S
T
MATERIALS SHALL
MEET THE REQUIRED
SECTIONS OF TF
_.:,'-, T.
S'ANDARD SPECFICATION
FOR ROADS
AND STRUCTURES
HEAVY-DUTY
ASPHALT PAVE'.'ENT
ASPHALT
PAVEMENT
DETAIL
C5.1
NOT -0 SCALE
8
VAN
ACCESSIBLE
M'�TCDN R7-84 - 12'
RESERVED
PARKING
(O.S. 20-37.6)
1.
MUTC-'# R7-8 - 12"x18")
MAXIMUM
PENALTY
250
COLORS
ETTERING AND BORDER GREEN
AHITE S'VPC,L ON B_ JE BACK;ROI;ND
BACKGROUN -,VH'.
NOTE
MO'JNT'NG EIGHT FROM � NISHED PAVEMENT
(OR SIDEWALK) iC To OE SIGN SHALL BE
6C" 4BOVE SIDEWALK WHEN MOUNTED
BEHIND SIDEWALK
84" ABOVE SIDEWALK WHEN MOUNTED 4T
FRONT EDGE OF SDEWALK :.R N A
PARKING AREA.
MOUNT SIGN ON GALVAN'ZED U- CTANNE'_
WEIGHING 2LB/FT. MIN. POSTS SHALL HAVE
3/8" O AMETEP HOLES SPACED ON
CENTER FOR FULL. LENGTH OF POST. MOUNT
SIGNS USN'. 2 GAL)4N,ZE1D BOLTS WITH
NUT & LOCK WASHER.
RESERVED
PARKING
(G.S. 20-37.6)
MUTCD# R7-8 - 12'.0 8",
rMAXIMUM
PENALTY
$250
!MU`Cp/,k R7-BD - 12"e9") (ML TCDp R7-8D - 12"x9"`.
VAN ACCESSIBLE SIGN
HANDICAP SIGNS
DETAIL c5.1
NOT TO SCALE 4
SEEDBED PREPARAT ICI,, NC -ES_
'. SURFACE WATER CONTPOL MEASURES TO BE INSTALLED ACCORDING TO
PLAN.
2. AREAS TO BE SEEDE,. SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOP SOIL 3 DEEP_ TOTAL SEEDBED PREPARATION DEPTH SHALL BE <"
TO 6- JEEP,
3. LOOSE ROCKS ROOTS, AND CTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE SO THA' THEWILL NOT INTERFERE WITH
ESTABL'SHMENT AND Ma NTE'ANCE OF MEGETA- ON, SURFACE FOR
F NA SEEDBED PREPARATION AT F' NI STIED GP ACE SHOWN SHALL BE
REASONABLY SMOOTH AND .INFORM_
4. 'F NO SO _ TEST S TAKEN FERT'LIZER AND _�ME ACCORDING TO
SEEDING SPECIFICAT DNS BELOW. IN ADDITION. PROvIDE 15 CBS.
PER 100 S0. F-. OF SUPER PHOSPHATE.
5. IF SOIL 'EST S TAKEN PROVIDE LIME NO FERT'LIZER ACCORDING
TO SOIL `EST REPORT_
6. LIME AND PERT L;ZED SHALL BE APPL,ED UN FORMLY AND M,XED WITH
THE SOIL DURING STEP TWC OF SEEDBED PREPARATION
'JOTS CROSS SLOPE OF ANDIN;,
AREA NOT TO EXCEED 2% IN aN1
D'RECTION
6'
C����
S cF, /
000�
\33y ocoo
_A
-'S' 2' ;F RAMP CCU' END o VA-k`o
P, CATLD DOMES N0
n 1N RCS tiL
C SJRFAC S
i
. /
SEE LANDSCAPE PLAN FOR PERMANENT LAWN
SEEDING REQUIREMENTS.
AGR IGUL'LRAL LIMESTONE
2 TONS
PER ACRE
FERTILIZER 1&-10-10
AT 800 -
'i.000 POUNDS/ACRE
SUPER PHOSPHATE 15 POUNDS
PER
1006 SQ. FT.
MULCH 1.5 'ONS SMALL
GRAN STRAW
PER ACRE IAPPROX. 60 BALES!
ANCHOR CRAM STRAW
NTC SO'L
WITH MECHANICAL CRIMPER
PANTS & M XTURES
PLANTING
RATES NO LATE
t
PER ACRE
TEMPORARY
�PLANT
SF ^.IN^•
-I
TALL FESCUE
75 LBS.
AG- 15 - NO,,
1 OR
Z
RED FESCCE
25 _6S.
FE3. '5 - MAY
Q
"AL_ FESCCE &
60 'LES.
FEB '5 - APR
3C
SER'. CE- _ESPEDEZA
30 _BS-
CA NOb_ 1 - FEB.
TAL_ 'ESCUE &
30 LEIS,
(SCAR F ED)
A' FESCUE &
60 ES.
'GNSCAR n EJ
BROWN OWN OF M:LLE'
3C BS,
.ULv -AUGUST
TA'_ FESi.UE &
30 LBS.
',SC RIF'ED) NC7I- JAN
TALL FESCUE &
70 LBS.
WINTER AHEAT
25 CPS.
MAY 1 - JUNE
v
TALL FESCUE
71 RS.
MAY '. - JUNE
PFRMAN
N'
gr ED,NG
1
TAB FESCUE (509;
MARCH - APP.L
A, RF "PE
cEPT. - OCT
TAB FESCUE (53%)
2', LBS-
SEEDING
SPECIFICATIONS----
DETAIL
c 5.1
N07 •C SCc.i
9
HANDICAP RAMP
1
6" TH'CK CONCRETE_
PAVING (3500 PS'.J
1 �!1 CD
LC
a'
OL P
F� T
t 5.,__ARD
OF 2)
T--•
f -----�
C5.1
5
DE TOP FUR
POSITIVE WATER RUNOFF
I
- D , SCH 40 STEEL PIPE
FLLED W/CONC. & PAINTED
BRIGHT YELLOW
L a
O � O
v ,
I N
FINISH GRADE
I
%Y\
2500 PSI CONCRETE
ENCASEMENT
of
DUMPSTER PAD & ENCLOSURE
74
DETAIL C5.1
scA_-
10
GRAVEL FILTER (NO- 4 WASHEI?)
- WIRE SCREEN
OVEP )V FILTERED WATER
RUNOFF WA = i
W/SEDIMENT O L
SEDIMENT---) 0 C
DROa INLET W/GRATE
SED MENT
SPECIFIC APPLICATIOK, Revision Description
THIS METH'_DF :''_ET PROTECTION IS APPLICABLE WHERE HEADY NOS -RELEASED --� ���� ]1����
FLOWS AP X-CTED AND WHERE AN OVERFLOW CAPACITY IS L' C vs-R z neN //+?vv l/.J/
NECESSARY RE NT EXCESSIVE PONDING AROUND THE STRUCTURE. A, `'I
o- ^,`ICIS-RELEASEe Ey ConsultingCivil and Environmental I
BLOCK F'dD GRAVEL DROP INLET SEDIMENT FILTER �- °`T` o sTR°c°oN
INLET PROTECTION
DETAIL C5.1
NOT TO SCALE 12
J
i
5-,
BOLLARD
THIS GRAY. NG. IN PRINTED OR ELE. -RONf'
NO" TO BE MODIFIED OR REPRODLCEL PART
CC ^ RIGHT,
1 I
r I r? • 1.I I, . I I
P.A. AND IS
.N PERMISSION.

A f^ r—
30
29
wo
0+00 0+50 1 +00 1 +50
ELEV. 29.4 10YR/ 24HR HAIL
27 SHWT
26
25
24
23
0+00
i
30
29
28
27
26
25
24
ELEV. 29.4 10YR/24HR HWL /
3 3 /
�1 1 /
ELEV. 28.33 WATER QUALITY STORAG-
4 ELEV. 27.5 NORMAL POOL
SHWT DEEP
POOL
(FOREBAY)
SEDIMENT
STORAGE
0+50
ELEV 28.33 WATER QUALITY STORAGE
SHALLOW LAND
GRASS SWALE
4'
SECTION B-B THRU WETLANDS
SCALE" 1"=10' H/1"=10' V
r �
SECTION THR_
RIP RAP DISSIPA-,R
DETAIL c6.
SCALE N.T.S.
30
29
28
2%
C
24
23
MINIMUM 4" OF TOPSOIL -
MATERIAL - TYPICAL ALL
ZONES WITHIN WETLAND
2+00
PRECAST CONCRETE
OUTLET STRUCTURE
SEE C6.1
1 30
29
I'
28
WATER QUALITY 15" HDPE
ELEV. 27.5 NORMAL POOL OUTL -I
SEE C6.1 r
SHAL-OW POOL 227
3 POND LINER - GEOV-MBRANE LINER (EPDM)� 1DEEP 26
OR E�NTONITE LINER (AKWASEAL) POOL
TO PROV!DE INFILTRATION RATE
LES`_ THAN 0.01 IN/HR BELOW
EE', 27.5
SECTION A A THRU WETLANDS
SCALE" 1"=10' H/1"=10' V
r,
Lw ��
! I r
7.
J
E-
I
z I
- I
Ir
{ I
6'x3' (NOMINA, PRE S`
- CONCRETE TI_
DETAIL
SCALE: 1 /2"=1'
6"
;:'PECAS'
-LSE C OVCRETE
OUTLET
---- f,- STRUCTURE
COF'E DRILL &
SE�_ W/SLCONE
6 •r
I
25
24
23
-EL. 29.50
ALUMINUM OR
STAINLESS STEEL
STRAPS -BOLT TO
WALL W/STAINL ESS
STEEL HARDWARE
- SCHD 80 PVC PIPE
-EL. 27 50
-EL. 27.00
S', = 'v', E ;A'
WATER QUALITY RELEASE HOLE
cs.t DETAIL cs.i
SCALE: 1 "=1'
2
<L INCDENR COMMENTS _
Revision Description
ENLARGED WETLANDS PLAN
SCALE" 1"=10'
I
61
'HIS CrkAN N', IN PR! ,-E! :EL )•RJNIC CORM IS -HE PROPERT' OFCrr JeSQ, P A ArvC S
N07 TO BE AV D'PED OP:EPH 11 ES,NPAR' CR WHOLE WITHOUT Ek PRESSEC .VRI?-6N PE RAI,S51GN
.-6PY f(6HT 29­, CmlOesgnn. P A

PLANT SCHEDULE - WETLAND POND LANDSCAPE
1
1
I
1
I
I
1
1
I
1
I
I
1
I
I
' o
I OI
I
I
SHALLOW LAND
335 S.F. REO'D. 14 SHRUBS
(SHOWN 15 SHRUBS & 1 TREE)
5 INKBERRY —
1 SWEETBAY MAGNOLIA
5 CREEPING BLUEBERRIES
5 INKBERRY
SHALLOW LAND
400 S.F. REO'D. 1 TREE & 80 GRASS
LIKE PLANTS
1 SWEETBAY MAGNOLIA
38 SWEET FLAG
25 SWAMP SUNFLOWER
10 CARDINAL FLOWER
7 CREEPING BLUEBERRY
R•
QI TY
NAME
� BOTAN,CA-
S1zE
70
_
ARROW ARJV
i PELTAN'RA VRGINi A
4
C B.
NCH
ONTA vt
.-.
c n,
_
65
_
BLUE FLAG IR S
- -
R:S VI:RGINICA
4
CB.
NCH
BONA N
P
40
CARDINAL FLC-WER
LOBELIA CARDINALS
4
CUB.
INCH
CONTA NER
CR
E` ILL_
2
CREEPING BLUEBERRY
IVACCINIUM CRASSIFOLJM
1 GAL.
90
D K POTA'_
SAGITTARIA LANCIFO'_iA
4
CJB.
VCH
CON TA'N OR
73
FRINGED SEDC--
CAREX CRINATA
4
CUB.
INCH
CONTAINER
OR
;� _
1�
INKBERRY
ILEX GLABRA
3
1.,5
LIZARDS TAIL
SAURIsRUS CERNJS
4
CUB.
INCH
CON rAl%ER
CR
` A L_
65
1 PICKERELWEED
PONTE'DERiA CORDA`A
4
CUB.
iI
CCN'TA NER
OR
E_
130
SOFT RUSH
J' N FF A T '� R P) AEI
4
CUB.
IN CH
CONT4NER
45
SWAMP SUNF_OWER
HELIANTHJS ANGUSTIFODUS
4
CUB.
'NCB
0";-A v�R
- _
OF
—.
�- -- -
3
SWEETBAY MAGNOLIA
MAGNOLIA VIRGIN CA
SWEET G ARF)
ACCRJS GRAM'�,NEJS VAR E7ATA
0 zR
953
TUSSOCK
_ _I-
CAREX STR CTA
-
� CJB-
--- --
NC C'-`�T ._P
-- -
NET -AND PLANTING Ni_ ES:
6.2.1 DEEP POOL
Open water and permI deep pools ranges ore bus' co'onizec b, submergert plu,ts.
`unction of vegetated eep pools areas s to trap sec—e—` r fD•ebays, and deep pools eta
absorb nutrients in tht water co:umn, !-prove oxidat'c- and crec;e hac'te' fo- 'rags 3-d 'is-
during dry times.
6.2.2 SHALLOW WATEP
Shallow water includes all areas '.rat ore ru .tote Dy the rr- pool tc e-'h r r yes.
This zone does, hovoeoe-, become d e can't^ periods cf er,, j' .. Shc iew w tF zc^es s^au'a
be heavily vegetated c-d provide so-ne cf the best treat^ --art zo-es n tie we`ana
6.2.3 SHALLOW LAND
The shallow land zone s tre temporary stcrcge volur-cf stc'mwa er we ones. The
pr�mary andsccping oc ecti,es fo- ., is zone ere to stab ze , s''cpes c-c ar'ers' of tr�s zo,e
and optimize pollutant -emoval.
E 2.4 UPLAND
this zone extends obc - the mo,timum -esigr water s r`ece e!e,at on ( eve
often includes the out - ost buffer 0f a wetland. Pier' se ections should '.re e ncsed so-,
condition, light, and f_ cton wit!-Sn the landscape -e--c-se iitte or no Ovate' r ^ac' o- h '
occur.
SO!- SPECIFICATIONS
Sails used within the >-or^-1Acter B3,`1 ^dust cdhere to 're 'o.'.,=h r,n 'eClJ lr�r-e".s:
- The soil mix must - unifor- ord free of stones, stumps, races, or o'rer s m cr ^,o'er cl create
thah 2 inches in diarreter.
- The pH should be b=twee- 4.5 end 7.0. the p- fart; Cuts_-- of t^,s :)nee, roc, be mca,fiec
with Ilme to Increase r e pH or ror sulfate c-:: sulfur to lawI 'he pr.--e n-e cr -e sul'cte
most be mixed uniforr y into the Sol prior to �,se.
- Provide topsoil sfoc mile �ocatlon (f �s'i-g cn-site so s) or _rce of -vDse' p _eC 'o 'he
site. Provide topsail a aysls for s'' tcDsc'I .o be used w:' : c B"Su 'aci:'
SITE PREPARATION, GF-DING AND INSTAL_4TION
Areas that have been-ecently involved it construction are sub ect to extreme , ,rr ,Qc or. So -
compaction can ead BMP failure where infiltration is c key lector in is funct or. No mcter:a
storage or heavy ecui�mer' shou d be ollowed within the stormweter 131 fccc!ty arec after s:te
clearing and grading rave been completed, except to exce�ate and grade es needed t, � ccrstruct
the BUR. Excavation -could not be allowed during wet or saturated conations. Excc,c'on
should be performed c, machirery operating aojacent to the BMP facility area end rc :Heavy
equ'Dment with narre„ tracks, narrow tires, or ,arge lugged, h ch pressre tires shcu c be
allowed on the better- c' 'he BMP, If machinery must operate In a BM7) faality for excavator,
the- use lightwelc"., w ground—cortact Dressure equipmer`, a^,d scarlf, tre base a1 com,p'etior
to refracture th,e subs_I: as deep as equipment wil' a low 'n other cases where ex' ✓ctlan Is a
ccrcern (e g. sto7i wnv r wetlands), .. s cesirabie to compcc- t`e soil 'a form a--perroe,b e
barrier between the bo�'om a' the wetland arc the surro rai-g rot ve soils. I` ex-,s: ng arec,
surrounding the stcr—,%%ter BMP facility are disturbed by construction, 'hen the top 6 tc 8 nches
of soils should be I ec After tilling is completed, no other cons'^,^ti:r traff - sho , - De
allowed in the c­_ e,c-cf for �tanting ana related work. A COI ton c d � -e, deors s­ould
oe removed before u.s is pieced. Cap the scorfiec sub-sc. with ; Dpsc'1 or cthe cppre,ed soi:
mix. On -site soil mi. g Jr p'acemert shoo'! rot be Perform-! if . _ ,OI Is q_aCurc'ea- -ne moo,.
mixture should be p-c_ec ono grader by excavators and/or boohoos -cerctirg cdJace^' 10 'he
BMP facility. The soil--xture shoo-d be place- in ho,,zonte' i'"s nc' 'o exceed ',2 -ones per lift
far the entire arec o` -he BMP facaity. Note that, if topso: has been stockpi'ed seep mourds
for a Tong period of ..-le, it may be necessary to test the so; for Doi as wel rs mlarc'Dial act ,+,
If tine microbial ectiv'i- has been destroyed, , is-ecessary to inoc., c'e the ca c'ter cppl`cc-, c^.
PLANTING AND AFTER- 'ARE
Soy' amendments she_ y be incoroorated et the end of the site deve!opment :I1c Dre;eat
sediment from enterir tl­�e BMP 'an'Iity. The BMP sho-Ia De Dlchted o-o mule-ed 'mmeda'ely
after amending the s- to stabilize tre site as soon cs pcss'b'ie. Newly instcllea c a-' -re'.e,ic,
I water in orde- to recover frog, the shock of Deing transplc,^:ter. Be sure 1ha; some source
of water is provided, especially during dry periods. T'r's will reduce pant foss ana provide the
new plant materials .. -r a chance to estal root growtn. In genera,, fail and I -te, ere cptme:
for planting in North-irclinc. Tnere are some except'oas. Shallow water plants s^cu^d De
installed between 41 ' and July '.5. Winter planting is difflcu't with shallow water D cr's.
Minimize or eliminate '-e use of pesticides and fert:Fzers. A one-t;-e clo lica'.'cr `erfl' 7er .s
ai owable to help est__ s-mert. Lanoscape management persc-nel should ce 1-a ntic f0 cc,-st
chemical inputs accc -gly and monage to recognize Dent heait- problems.
MAiNTENANCE
A- the end of the wc--ahty ceI al plonts that have not surf,ec she'l De rep ecec_
Establishment procea_ es, such as contra of invas ve weeds, an mc, and dom:ege,
mulching, restaking, ;. `,er;ng, cns mest or tube protect:c^ replacement, srcll De ',mp'emen'ed 1c
the extent needed tc enscre plc-t survival. Staking muss be re-D,,ed after estrous-rrert
(approximately 12 mc-'hs;, to prevent girdling (strarg,iI of cIi woody plots. --e esic­ for
plantings shall minim __sI- need for herbicides, lent �'zers, pesticides, or so' a��e-�d en's cry
time before, during c-ofter cc^.struction on c lohg-term bass �!:r'nerm ore, Dla-'rgs s,"'l re
designed to minim'ze -e ^:eed 'Cr mowing- Pr ur ^,C oa ,rr�gat'or
PLANT SOURCES
I,ie,ow Marsh Farm
`312 Woody Shore Rc d
Slier City, NC 2734a_ -08'
[phone] Fox T19 742-"28G
www.meilowmarshfarr- -on-
Nearly Native Nurse
776 VcBrde Road
Fayetteville, GA 302"
[phone] Fa, 7 b99- "2C
www.neorlynativeraI _
Retention Pond Sera-cs, rc.
P.C. Box 15630 ,
Wiimington, NC 284C=
[phone] Fa• 9" 313-687C
www.retentionpo-ds.c =n
Know what's below.
Call before you dig.
R -OSF (ABC._ "IRS- DRANCL1
-REE S-Roa
R A D E
^ y +
i
2 - ----.
TREE PLANTING DETAIL
SHRUB PLANTING DETAIL
LL T NCDENR
Revision
;?AP
INSf- ED .:PACE
GRAPHIC SCALE
5 10 20
( IN FEET )
1 inch = 10 ft.
Description