SW8000727_APPROVED PLANS_20001221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW b��
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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10' ROW
DETENTION POND:
TOP OF BANK 28.0
FLOOD POOL ao26.5 n
NORMAL POOL °15.0
BOTTOM 18.5
EXTENSION OF PARTS 1.2 & 3
CHADWICK ACRES
MAP BOOK 8, PAGE 12
TRACT A
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(2) 35 LF OF TREATED BAFFLE
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CHADWICK AVE.
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EXISTING 18"RCP
TO BE REMOVED
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28, 2vop�—I�CrA
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-.... _ qrr��s8f.-2- PUMP HOUSE an��- a! �U�.•.I BUILDING0' BUFFER PROPOSED '
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LIMITS OF ti I
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1 DISTURBANCE �� `� �'°�
PROPOSED 12"RCP TO BE I
_ INSTALLED WITHIN THE PROPERTY ,
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TYP PROPOSED 150 X50 PREE GINEERED UILDING
7, 00 SF " ' I' $0• METAL BUILDING
28.o z�', z� ;' I a 2403 150' s
7, 00/1 �PACt �ER 45 =19 SPAC II
r?�s•- ® I FlISHED FLOOR E-EVATION, 28.5 II 12. 2T N. FLOOR
/ 1 XI ELEV. 28.82
00 CRETE•
23' I " . BUILDING HtIGHT=14' rya
18 BUILDING HEIIGHT=114'
? �� a ss eZ 9. IS 6
SITE DATA
TOTAL SITE AREA
1.6 ACRES
ZONING
B-2
LIMITS OF DISTURBANCE
1.24 ACRES
EXISTING IMPERVIOUS:
EXISTING BUILDING
7527 SF
EXISTING ASPHALT
7270 SF
EXISTING CONCRETE
2212 SF
EXISTING GRAVEL
9849 SF
PROPOSED IMPERVIOUS:
PROPOSED BUILDING
9436 SF
PROPOSED ASPHALT
18,546 SF
LANDSCAPING REQUIRED 2236 SF
LANDSCAPING PROVIDED 3670 SF
s OI (525) c�i'i I I irl
I GF.AVfL
LEGEND
EXISTING CONTOUR
1 �16
EXISTING SPOT ELEVATION
X
o
PROPOSED SPOT ELEVATION
®
CURB INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
•
CONCRETE AREA
(175)
LANDSCAPING w/AREA
--
LIMITS OF DISTURBANCE
CoDWICK KERR AVENUE a REVISIONS
AVENUE ate Description By
TE HERITAGE
PARK DR. o
CARL SEITTfR DR. JAMAICA DR
BERMUDA
DRIVE
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APPROVED &oo o o o W
NOffH CAROLINA ENVIR �RTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY g
Stwmwabw Pwmk No 7� 7 F-4
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SEP 2, 2 2WOIESS
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NOTE:
1. NO OFFSITE STORM WATER TO ENTER POND.
2. NO WETLANDS EXIST ON SITE
3. ALL ROOF DRAINAGE TO BE ROUTED TO POND FOREBAY
SIDE PLAN,
1" = 30
•- 1• .. 'A.
_ 17374
REGO
DATE 09-21-00
DESIGN PGT
DRAWN KAP
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SHEET 1 OF 2
00057

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xo SITE WORK NOTES REVISIONS
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF I. Curt MAY USE HRICK WITH MAX CORBEL 1 PCOURSE u_ y�f `_' 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING o.
MOTH ER m�L_ ate Description By
NATURAL REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NA 2. CONTACTOR MAY USE ECCENTRIC M.H. tW =0 " CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
4 WOOD_
!i c�� A 1 {q 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND WOOD OR STEEL STD A OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS FABRIC 03 `% Imo: Z 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
LISTED IN SECTION 67-1. Xw VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
a� Q. MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR 4 tl0z pp _. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACESWAITWAT2" D N�BQS� MEL CH-BN-2001 '� x w REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR # i< - ggNgqCp0DOT STD.}}� iJO. µ• 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
} QO�O APPI�101/FDOEQUAL 0 A ASPHALT PAVEMENT:`;' REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 1 f 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
ACCORDANCE WITH SECTION 67-8. •/cx►►i �` ' '�
GRO ELEV. VARIES I I �y L-''-' 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
(2) DESIGN CRITERIA LANDSCAPING SHALL BE REQUIRED I S DIRECTED TEED SKIRT -
onECTm , EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. " FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP U
U
PRE -CAST CONC. SEE PLAN PROPERLY PERMITTED FACILITY AS REQUIRED.
EIGHT (8) FEET IN TrInDTH SHALL 13E REQUIRED ALONG 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED PLAN FLOW EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A 0°W'r 4' l+1SE1! TaING _ ,-4" !I "�" IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
Uwak' - .% EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY +v12- oc 4 WOOD FRAME WOOD OR p' SEE PLAN THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
- -;
EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A STEEL STAKE 300 PSI CONC. " 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
9 BUFFER STRIP iS REQUIRED IN ACCORDANCE WITH - * °D
"•�� RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
SECTION 657-4. THAN THE TEN FOOT WiDTH MAY BE °QED FABRlG StpRr F(ILT R FABRIC APPROPRIATE PERSONNEL.
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) gg P��pp,,�� FOR PIp SECTION A - A APPR&EDO EQLJAL� 11. EXISTING SURVEYING PERFORMED BY _r AND SUPPLIED BY THE OWNER.
RM7ATION & SIZ S AF'F'K U W 12, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
(B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING '�". 1' 1' - ' THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE y �� SECTION E N E R CY D I S S PANTO R PRIOR TO INSTALLATION.
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO �" CURB INLET DETAIL-
1.NTS HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER_
BE USED FOR PARKING. LOADING -AREA, OR FOR OTHERIs 3/4 14. ALL PVC UTILITY MAIMS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
VEHICULAR USE OR PEDESTRIAN USE. INTERIOR NTS' AT FINAL GRADE.
NOTM 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
LANDSCAPING SHALL BE IN THE FORM OF PLANTING I�IMi RDw I. AS SYNTHETIC F USE A PERVIOUS SHEET W NYLON, a TO PA DE NEEDED STAOM,mr TO THE INS01iLLI MONM. FRAME WITH METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
POLYUMX OR E M YARN-EXiM STREW }I 2t4-INCH WOW STRIPS AROUND THE �T OF THE OMEWiAW G
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE 10 LO 1IINCH MN.T�TIIAT CONTAINS ULTRSMnOLET RAK AREA AT A MAXIMUM OF 1.5 FT AWVE THE DROP INLET CREST. OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
AND M FALWac AGESHOWO BE aTEMTL:IE:nLY TOP OF BANK EMBANKMENT 16. ALL PAVEMENT BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
PERIMETER LANDSCAPING. EACH ISLAND SHAM HAVE NO � , � ,� POROl15 T'0 PROMDE ADEQUATE DRAINAGE OF THE TEMPORARY a PLACE THE eonTOM 12 tNCNNETi OF THEE FAITNSIC N A TRENCH AND �
HORIZONTAL DIMENSION OF LESS THAN TWELVE 12 POOL LMrRLAP MAY MIE uam FDR s►IdeT-TErat BAc�xL THE TRENCH WITH AT LE�r 4 INCHES of CRUSHED STONE EL' 28.0 WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
c ( ) .•• • APPLICATIONS. IT MUST TIE REPLACED PARY 80 DAYS. + 1z lINCHEs FLOOD POOL EL. 26.5 OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS 2. cur FABRIC FROM A CONTINUOUS ROLL TO EIMIATE JOINTS. 7. FASTEN FWIIC WMW4ELY TO THE STARS AND FRAME. JOMIiS MUST DE TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. W
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH s-'• V-1 .3 •MIN• 3 FOR STAKES, USE 20.4NCN W000(pRETERRaD�aR EqunNLENT ° TD THE N°� �'' z 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT Q�
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL MH RINGS METAL WITH A MINIMUM L>_rIGTHM of 3 ET• a THE TOP OF THE FR ME AND FAOMC MUST DE WE LL OE1.OW TIE GROUND NORMAL POOL NORMAL POOL EL. 25.0 ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
4. WAGE STAKES EVENLY AROUND THE PERMeIETER OF THE NLET E1,E0TION DOWNSLOPE fROM THE DROP RMULT TD KEEP RUNOFF FROM
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET SECTION A MAXIMUM OF 3 FT APART AND SECURELY DRIVE THM INTO BYPASSM THE INLET. it MAY BE .NECESSARY To WILD A TfMMPORMHY EL. 25.0 EL 24_5 SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. z
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL THE MUM). APPRaoaMArdY 1e INCHES DEEP. DIKE ON THE DOWNStOPE SIDE OF THE STRUCTURE. � � 1 � 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS AI WITH RUBBER GASKETED JOINTS re•m•w� I-!
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. Fri
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED STORM DRAIN MANHOLE DETAIL TEMPORARY FABRIC DROP INLET -EROSION-- CONTROL, FOREBAY 3 19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR NTS 1 MAIN POOL CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING; 0
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) BOTTOM EL. 22.0 1 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR 04
3 NIGHT REFLECTING,
2" TYPE 1-2 (NCDOT) A 2 �EL718
OM 20. DUCTILE IRON SHALL BE CLASS 50.
MAINTENANCE 8" ABC STONE (NCDOT) 2' .5 21 CONCRETE
OFR3 00 PSI 0RBS AND 28 DAYS - AIR ENTRAINED,
ES SHALL E A MINIMUMN COMPRESSIVE
SPILLWAY 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
(1) ALL QUIR M VEGETATION THAT IS USED TO MEET BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING �' DETENTION POND & FO R EBAY S ECTI O N PAID FOR BY THE CONTRACTOR. �'�"'�
'i MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE '+ W
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF NTS CONSTRUCTION SEQUENCE ram, w
77FLOW --� -� 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR W !. THE DEVELOPMENT. (3/9/88) -!-'-'- -- EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED j-I I-=� A 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
# AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING NOTE: ppAVF�MSNT SECTION VLS VARY INCLUDING
UNDISTURBED 3. INCLUDE G SNIDE SLOPESEROSION URI TRANDMEASURES FTEC BEFORE IBEGINNING CONSTRUCTION INCLUDING 0 O
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL DEP N ING U VN
I CONTRACTOR SHALL COORDINATE SUMP CHANNEL. BOTTOM
BE KEPT FREE of LITTER AND ADVERTISING. // BOTTOM BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
ENGINEER ER & GEOTECHNICAL
DE T CHNI AL CROSS SECTION INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
1 •-ti• x PED M .OLIO STD. ALLY.
,M ACTUAL PAVEMENT SECTION• �� HIAHo�wPEa PAID s1cHI o � CONSTRUCTION.
yy �S TO I *RESERVED � i 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN, ..
PAVEMENT SECTION. DOLT To WD. POST Tr/ 3�8• awauY ❑ SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
70'L' TS �` ' 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN z 0 z
TEMPORARY SEDIMENT TRAP TABLE ® To -wixi MM PEEi&Tv 1aco," DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER O
LATE WINTER Qc EARLY SPRING GS 20-sy-e"• WLT To WD. PALMost FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
R EQ D PROVIDED L W D NUTS � A Wc'�°"xUASH�ssP`"ra' 6. IF APPLICABLE INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
TEMPORARY GRASSING DETAIL NO. ACRES 1. iz• l �, .
6" CONC. 400 psi �' '' m DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
SEEDING MIXTURE W 1 0.31 558 600 60 5 2 LEOEND AND Dori" - OWN PRESSURE �"'�D'�t4' POST ENTERING STORM DRAIN PIPINGU1 o
.
�� �g /aNxr!) 6 x6 xW2.9xW2,9 WELDED 2 0.36 648 700 70� 5� 2' °p+++'Ex``°D"'o FINISHED GRADE ?. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. �j
WIRE FABRIC REINF::RCEMENT t-1/2"R(TYP) 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS It-•-N (grain) 12D STONE SECTION A -A SEE PUW SHEET FOR LOCATION
is Mnual lespedeza (Kobe in } j SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
Piedmont and Coastal Plain. :. , : ,.: ; . .. , .... ...:.
NOS MAXIMUM I`� I� ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. QNj
I` Korean in Mountains) 50 ,: ,,' �, + :. •r ` ^ `•.: 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
t Omit annual Msapedeaa when duration of temporary carer is Trot to extend ......,.y .. . SUMP SECONDLY. ' PENALTY 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITE PROJECT IS COMPLETE.
beyond June .: • . ;., ,; 2. SEDIMENT TRAP HEIGHT TO0 BOTTOM OF SPILLWAY 3/8•(TYP) 1©• MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS�:)• WILL BE NO LESS THAN >WO FEET. 00 III --III- I 111= "1 PLAN PROVE TO BE LESS EFFECTIVE. W .4
SEEDING DATES: 3. SPILLWAY DEPTH SHALL BE ONE FOOT. - =III- I I I� I I - 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
4. STONE FAC W U BE NO SS THAN 6 INCHES 1 =I I I I I I
Mountains - Abo o 2500 k: Feb. 15- 15 M URED p �p I_ 2 _I ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. .� May SASNPENDI uLARtYOM THE FACE
p - WHffE MAINTENANCE REQUIREMENTS
- Below 2500 !t Feb. 1-May 1 OF THE LARGE STON�. LFCEWD Ai�ID BORDER - ORE'EN
Piedmont - Jan. t-May 1 4" ABC STONE 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MiNIMUM OF
Coastal Plain - Dec. 1-Apr. 15 900 CF OF SEDIMENT STORAGE. 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
DUMPSTER PAD AI TYPICAL HANDICAPPED SIGN DETAIL SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
6. DEPTH Of SEDIMENT IN SUMP WILL 8 CHECKCj AFTER EACH
SOIL AMENDMENTSNib STORM AND CLEANED AS NECESSARY MIN. o"cE EACH B MONTHS). r� 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
Follow reconxnendations of soli bomb or a 2.000 Ib/acre ground agriceat- i. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN •
a
tural limestone and 750 lb/acre 10-10-t0 fertllrzsr. AS TO LIMB SILTATION. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL a �
SPRING -SUMMER TEMPORARY SEDIMENT TRAP DETAIL PRACTICES BASINS
DESIGNED. 0
E MULCH 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET dN
PERMANENT GRASSING DETAIL NTS BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE 00 APPLY 4.OEKt U3/ACRE STRILIN ANCHOR STRAT BY TACKING WITH ASPHALT, NETTING, -
SEEDING MIXTURE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 62
�. ors A MULCH MULCH AINc IDOL A DiSK WITH eLADEs SET NEARLY STRAK;HT CAN BE 4. SEDIMENT WiLL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 1-�
aL, USED AS A MULCH ANCHORING TOOL 'SPMIM - �1.aw 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY �.•� RS
,
MAINTENANCE 30 TO MAINTAIN A BARRIER.
I,COMMON BERMUDAQPJW 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
I TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, O
Rare Wzo N growth Is not fully adequate. Reseed, referti ire and nwft Urn- CE to
nledlaby fallowing erosion or other damage. TALL FESCUE 50
DENSE VEGETATIVE COVER. W
TEMPORARY SUMMER GRASSING DETAIL SEEDING NOTES w +,
1. WE'RE A NEAT APIWJA RCE 6 DESIRED, OMIT sERICEA
SEEDING MIXTURE 2. USE COMMON DOWWG M ONLY ON ISOLATED WES WHERE iT CAEMNOT TIE- z 0
§ COME A PEST. BERMUDAGIM MAY BE REPLACED WITH 5 lb/Gore � 0 co
RATE (�1MM)
.--I ir0
A ° "" '"' '° SEEDING DATES 0 t 1 � "
y O I I o.
Z �
N THE PIEDMONT NO MDLWANS, A SMALL -STEAM S11ND*ORM MAY BE APRIL t - JULY 13
SUBSTTTIITED AT A RAZE OF ao LB/ACRE. co
i an at TDoccD
SOIL AMENDMENTS J0'" 2"x6' TREATED LAP TOP ELEV 34.6 I I
SEEDING NOTES (2) TREATED 2"x6' p p o
3 MOMAINS - MAY 15-AU0. 15 APPLY LINE AND FERTILIZER AOCORDNO TO SOL TESTS, OR APPLY 3,000 Ib/acre
y PIEDMONT - MAY 1-ALUG. 15 GROUND AGRICULTURE LIMESiONE AND 500 b/acre 10-10-10 FERTIUZM. -� � .� e� �
COASTAL PLAN - APR. 15-AM 15 � v a
SOIL AMENDMENTS MULCH 1 x6" TREATED T&G SLATS
FOLLOW RECOMNEFEAlI W OF SOIL TM OR APPLY ZOOD LB/ACRE GROUND AGRICUL-
TURAL APPLY 4,000 Ib our ORAAN siRAwDR EpLAVAIExr COVER of ANOTFQN SUITABLE 1�+y � ^-+ �
.-i • eve 4 0
LIMESTONE AHD 7so LB/ACRE 10-10-10 FERTILIZER (M 0 w
MIJL,CN. BY TACIONG WITH ASPFIALT, ROVING OR NEFTIwi OR tNY CRIMPiNO
MULCH
� NTH Air6MA•NGIANCHORING
NGWT001. K WITH BLADES SET NEARLY S"VW CM BE �.) (�� TREATED 2sx6"
APPLY 4,000 =Si W ANCHOR STRAW BY TACKM WITH ASPHALT, NEiTNP.,
OR A MULCH TOOL. A DISK WiTH BLOW SET NEARLY SiRAlT1;'T CAN BE MAINTENANCE IMM1DOM FieIH PEITPEIEIClN11R
USED AS A MULCH ANCHORING TOOL
To PM�RweI Flaw DT�rN (-�
RE}EIMM THIS fOurOM APR.. WITH 5D lb/acre NmeOGEN. REPEAT AS GROMrTR A I I BOTTOM 1$.5 ( V
MAINTENANCE DESIRED, OMMIT S RICE 00 MOW AS MEN AS N� "NEAT APPEARANCE Is � I-18' R5ILLL E A
REF UILME IF GROWTH IS NOT FULLY ADEQUATE. ROMA REF'E TLUE AND MULCH N-
MEDIATELY FOLLOWING EROSION OR OIM DAMAGE. a SeE" ry 4
FALL -WINTER CUT OR '. I �I
PERMANENT GRASSING DETAIL 1 1' '
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE " " "
t, 18 x 18 x3b CONCRETE
FOOTING (TYP) �� \ �`'' FSS J •. ��'�
SEEDING MIXTURE �►� �/�) �� cALv BAR INtATINo - t• x ,/a• ELENtINO BARS. FASTEN
RATE (Ib/nN2T+LIi TALL IBM (BLEND OF TWO OR sea-1o/10 www • �' TYPE J CLIPS. ATTACH TO 1-1/4' x 1-1/4' xl//4• CALVANIZ�1 ATTACH GALVA NIZED WIRE S E A L
SIPMES THiREE YARIETES) 200 suss m ANGLE FRAME. MORTOR FRAME TO TOP OF CUTLET STRUCTl1RE CLpTHN O SMALL D 2 x6 CAP
Rye (grain} 12D RYE (�) 25 S1ExT10N 4 Nl• TOP OF BANK -� 7 ORIFICE BMESH .020 WIRE - 17374 =
SEEDING DATES
�.:
IR 011106M rs *r aft a1�J11lIt - CONCRETE SDETMAtK ix>rrTRa. �T D POOL S.5
SEEDING NOTES JA,U UMY - >N� nAKEs sHDIxD HIeIE A 1:10 s<aPE 2 %6 ••E?iG :
" ,� IT•
MOUNTAINS - AM. 13-DEC, 13 T - � � F1Anes M HOK LM TA 1i42 91OPC I i ' �\
COASTAL PLAN and PIEDMONT - AUG. 15-DEC ao i1 AIPMM W PMeoMeO '� tam ItC /''�� ��''REG4
SOIL AMENDMENTS I '1 r++ l t L I1tt
NORMAL POOL 25. 1 KB 3 8" AIRCRAFT „
SOIL AMENDMENTS APPLY LIVE AID FERILIZER AxoaDlNo TO 901E TESTS. 0R APPLY 3.000-sL000 ib/acre 1+- i Ny. 24. y
:, GROUND AGRICULTURAL LIMESTONE THE LOWER � ON SANDY � NO �, 2.g6" CABLE, CONT, DATE 09-21-00
FOLLOW SQL TEM OR APPLY 2.000 LB/.ACRE GROUND AGRICULTURAL 1,000 4b/ear 10-10-10 FFR7�
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. MULCH e=e-10110 WMAI � ,� TEMPORARY I I :�. DESIGN PGT �-
� � � ASPHALT RIt
MULCH 4'-n• I.8•L, FILTER
GRAVEL
DRAWN KAP
APPLY 4.OD0 Ib/ear GtLMN STRAIN OR EQUIVALENT COVER OF ANOTHER SURABLE �� F
1MN CFL AHICHMITE SlitAtr BY TACKING WITH A9PHNLT, ROW.% OR NETTING OR BY CRNP-
4 MBAR 0 „
of APPLY 4,000 LLII ACtsE STRAW. ANCHOR STRAW BY LACKING WITH ASPHALT, NETTING. NG WITH A MULCH ANCHORING TOOL. A DISK 1MnHl ELADES SET NENiLY STRAIGHT CAN 1NFF.EL CFiAVR RAgIP SECTION A - A E3011OM 18.5�;
OR A MULCH G TOOL A DISK WITH BLADES SET NEARLY STRAOff CAN BE
li USED AS A MULCH ANCHORING TOOL BE USED AS A MULCH ANCHORING TOOL ,
l� TYPICAL SIDEWALK AND DETENTION POND OUTLET STRUCTURE kf $=I -o O.C. x 12
►C MAINTENANCE MAINTENANCE
WHEEL CHAIR RAMP DETAIL ,,,,� SECTIUN EXTRUDED CURB C2
14711 13 Repair and referiftst areas I n radiatey. T,F 81 wNh '30 Ib/acre FERMI ACMIFW TO SOL Mn OR AMY 4Q Ib acre NITROGEN 1N JA1MlARY } _ NTS
t of nrt►ogen In March. It R s rreceeomy to extend temporary cover nd OR FEBRUARY. 4O Mr N SEjTEIii M AND 40 W N FROM A 12-4-0, SHEET 2 o f 2
RING
June
ru Kai n Msunttalnoverewd e) lth es edia in late F!s Kobe ebruary nor Coastal and Plain MVEIM W AHER, AS THUS NGRIDIM ST LOSSES TO DLS-W- RE5EED�fERTM.I7E,
N WWAL� AREIE NMEOIATELY. NOW TO A HEIGHT OF 2.5-3.3 INCHES BAFFEL DETAIL
00057
�,! , i 1 + I ti- t rl� -r I iI �,.-i f � r. f•-1� t

CIIAgWIC V�1-1
AENF
p�FNU�
REVISIONS
Description
HERITAGE
i TE PARK DR,
GARI SETTER DR, JAMAICA OR
BERMUDA �-'
� GRI�JE J
I �
I Y
CHADWICK AVE.
I
f
z 46
I
f
I
I
EXTENSION OF PARTS 1.2 do 3
CHADWICK ACRES I
MAP BOOK 8, PAGE 12
TRACT A
I I�
V 111 l 4u
fs
kl
I
1 II
1 a"F.E.S. �. �. Ap, ryy� I
INN.W T
IN 5 X 0 X 12 E. D �,. �� g' 8= 3 °�. � �� _ =r 7 � �
_ . 3 t--3-� .- 3 e 3 . $Nk 3 -3... - 3 t. ����^++�:.�-e�"�"�' '"j�ya
_ _-. c& sp ..... .,.A�, ,1 .. ra. ..tee. .+
�x _ -``b s y z _r _ `-°� 10.5'
.. ter-" i
sties - ... ._.
- � E? I I
C '
• /fin - , _.:.. ._ _.'.'._ _ .. -_ .r _...
14 ROW �::_,�. - - — �_���� s.
- --- -- - -- -- - - -- /°' s - ' lfj I i Ir
3 //1.f//// f// I ra 'bo �X 4 I 1: :<4 1-10 I --
EXISTING GRAVEL
(31 Q) 1 (310) ' ' r ``sz g $�° ,s• I ° Z EXISTING 50o t I I TO BE REMOVED
16
-o 8.5 PROPOSED 150X50 PREE GINEERED' IILDING _ _ _ 1 1 STORY q-
fl[ N;
�,► 7,5QQ SF ! SO' METAL BUILDING
. '~z8.o �$, I ° A. k # 2403 150
DETEN110N POND: ! 7,500/1 SPACE PER 40bSF-191 SPACE 1 . '
TOP OF BANK 28.0 8.?s'.. Q FINISHED FLOOR 'ELEVATION�28.� / 12�'I 27' IN. FLOOR �� I W
—*- 15O - _ xi ING I ELEV. 28.82 s I r- I
FLOOD POOL -o26 5 P` 00 CRE1T ^ 3 cn I <.
a 5 I e - I , m' w I GRA t I 3— EXISTING ENTRANCE
_.
NORMAL POOL5.0 Cr)� 18 2 1 - , 4 _ " Ir N. TO REMAIN
BOTTOM 18,5 - _ _ J„
f -
1 _
•
Lug
E ••
' rJ .3 �? � ,.— �..� --- _ ..»• . - ram- sr' Z , � a l U
O
+ � I
e �
E 1 ?845 r��d s� ?gss S # ASPHALT '� .26 se is ,
1
Cam! o ,J r 6 c�.'f"
o PA I.
0 5 ti 2� e �.
VEMEN
_ 1 �y, t
O oO ✓21'f� ��'B5. I �6'
DAVID BYRD �� cy� I 1
�.
k
Ss iV I Cpl�rT
I Qo
EXISTING *90� �� i•
-, ;._ _ 1 GRAVES
...
2a Ir. 8aED
PUMP HOUSE aP oP0$I ti 8� fjI
o
� C
!n SF
I
dl
Q
k F„• s- , tea. _� _ _, �s 4 f rym.
c �........ F'. 44'
x Cl N0.4 Q �-
ry.
RIM ?Z-Q
-
If 18 F.E.S INV.
INV. �
zM gyp-
- a
I �I to
Y __
W/5`X1 a'X12"E.D. Cl NO. - _
SDMH NO. ] EXISTING DITCH 2 F n �.
RIM 2= TO BE FILLED IN RIM 2Z5 _ QP ,
INV. �,Q INV. 2m CI NO.2 �} '�, ..-.. 9* -'@z .
I
INV. EXISTING BUILDING B9�p►� ��it�e?}
JORDAN �--- --•- Y2B� Ieh�
DB. 107, PG. 267 R-20 TO BE REMOVED
MOORE ClGI NO. 41 �" I
—
RIM 27.5
D8 1257, PG. 1824 INV.
19,
I
— I -- $-21► 4 I
— I f
r
— i
e •
—
SITE DATA
TOTAL SITE AREA
1.6 ACRES
ZONING
B-2
LIMITS OF DISTURBANCE
1.14 ACRES
EXISTING IMPERVIOUS:
>4 -
EXISTING BUILDING
7527 SF
EXISTING ASPHALT
7270 SF
EXISTING CONCRETE
2212 SF
EXISTING GRAVEL
9849 SF
PROPOSED IMPERVIOUS:
PROPOSED BUILDING
9436 SF
PROPOSED ASPHALT
20,682 SF
LANDSCAPING REQUIRED
2236 SF
LANDSCAPING PROVIDED
2575 SF
LEGEND
- -
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
CURB INLET w/INLET PROTECTION
-- --
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
Q17:5])
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
SITE PLAN
1" = 30'
1
11 /
SEAL
• 17374 '
fl/111lII114111\\
f Lr DATE 07--25-00
DESIGN PGT
DRAWN KAP
Ems. �✓�v�'�3�
i:3ATE. MIN'1-'61)
JUL 2 5 2000
Cl
SHEET 1 OF 2
00057

x
0
m
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURAL
VEGETATION FROM LARGE AREAS: TO REDUCE THE NOISE, HEAT AND
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
LISTED IN SECTION 67-1.
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
ACCORDANCE WITH SECTION 67-8.
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP
EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
PROPERTY, THIS LANDSCAPING SHALL CONSIST OF , AT A
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
EIGHTEEN (18) TO TWENTY --SEVEN (27) FEET. IF A
BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH
SECTION 657--4, THAN THE TEN FOOT WIDTH MAY BE
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90)
(B) PARKING LOT INTERIORS -- INTERIOR LANCSCAPING
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING
SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER
VEHICULAR USE OR PEDESTRIAN USE. INTERIOR
LANDSCAPING SHALL BE IN THE FORM OF PLANTING
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12)
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
MAINTENANCE
(1) ALL. EXISTING VEGETATION THAT IS USED TO MEET
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF
THE DEVELOPMENT. (3/9/88)
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL
BE KEPT FREE OF LITTER AND ADVERTISING.
LATE WINTER & EARLY SPRING
TUPIDRAW GRASSING DETAIL
SEEDING MIXTURE
Ra W1
Rye (?rain) 120
Annual kmoWeza (Kobe In
Piedmont and Coastal Plain,
Korean in Mountains) 50
Ornft annuat INpeaesa when duration of temporary cover Is not to WOW
b"md June.
SEEDING DATES:
Mountains - Above 25M ft: Feb. 1 S-May 15
Below 2500 ft. Feb. 1-#fay I
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendations of moll tests or apply 2,000 It)/acre ground ogricul-
tural TrmeMans and 750 Ib/acre 10-10-10 fertiliser.
MULCH
APPLY 4.000 LO/ACRE STRAIT. ANCHOR STRAW BY TACKING WITH ILSPi41LT, NETi1NG,
OR A MULCH ANCHORING TOOL A DISK WrTH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTETIANCE
Refertili" B growth Is nat fulty adequate. Reseed, refertNize and mulch Im-
mediat* followkq erosion or other damo".
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
���/�
GERMMII MILLET 40
IN THE PWADNT AHD MOUNTAINS, A SWILL. -STEMMED SUNOMMASS MAY RE
SUMMU'rED AT A RATE OF 50 LLB/ACRE.
SEEDING NOTES
MOUNTAINS -MAT 15-AUG 15
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN - APR. 15-AM 15
SOIL AMENDMENTS
FMOW RECOMrENDA1MM OF SOIL n:'SM OR APPLY 2,000 L9/ACRE GROUND AGRIOUL-
T11RAL LIMESTONE AND 730 LB/ACRE 10-10-lo FERIWER.
MULCH
APPLY 4,000 LR ALMlE STTtAw. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTNO,
OR A MULL Nl 7OOL. A DISK WITH BLADES SET WEARLY STRAIGHT CAN BE
USED AS A MULCH AN04ORINO TOOL.
MAINTENANCE
REFERTIiJZE IF GR 101 IS NOT FULLY AAEQUNTE. RESEED, RUVZI LIZE AND MULCH Itil-
MONMY FOLUMM EROSION OR OTHER DIAMAtTE.
No>rE
1. CONTRACTOR MAY USE BR" WTTH MAX. CORBEL. 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC Y.H. UNrr
PLAN
--] PRECAST �4M'�{RISfM SRING
ryI �51 ST{PS O 12' OC
;I" F�w ww' t 1
SQIK . M.H.
S 3/4
uR 8'
FORM Flat
3'-1 IMINI
MH RINGS
5.EcTI�
STORM DRAIN MANHOLE DETAIL
NTS
18" R
:il
A '
L!
ELM
CALV. BAR GRATING 1 • x 11//g BEARING /0/4" BARS. FASTEN WITH
ANGLEFRAME. TYPE ) AMORTOR FRAME TO TOP OF OUTLETGALVANIZED
A
STRUCTURE
c
TOP OF BANK %
2" TYPE 1-2 (NCDOT)
-8"
ABC STONE (NCOOT)
�III�IIII�II
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNiCAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
NTS
TOP OF BANK
EL. 28.0
x u.
mO
v�
OR
YLu
Q�
mz
ggNCDOT RRNO. 2"
�M.
DOEQUAL
PRE -CAST
3000 PSI CONC.
QUB �S MYDEL CH-BN-2001
v ASPHALT PAVEMENT
ELEV. VARIES
RNTATIOIVO& SIZ S
SECTION
CURB INLET DETAIL
NTS
6'
EMBANKMENT
FLOOD POOL EL. 26.5
NORMAL POOL NORMAL POOL EL. 25.0
EL. 25.0 - I1 1 EL 24,
1 FOREBAY 3
BOTTOM EL 22.0 1 MAIN POOL
3
3 BOTTOM
DETENTION POND & FORE13AY SECTION
NTS
GALVANIZED WIRE 6" CONC. 4000 psi
°�SMES 0 WIRE"x6"xW2.9xW2.9 WELDED
26.5 WIRE FABRIC REINFORCEMENT
a
.4,
7^�rr,.
TEMPORARY
rk GRAVEL
FILTER
S�TITION A - A aoTroM 113.5
DETENTION POND OUTLET STRUCTURE
119
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
MES
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lB ACRE STRAW, ANCHOR STRAW BY TACKING MATH ASPHALT. NETTING,
OR A MULCH CHORINNG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CM BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
Repair and refedniz• damaged areas Immedlately. Topdress with 50 lb/acre
of nitrogen in March. If it Is necessary to extend temporary cover beyond
June 15, overaeed wIth 50 Ib/oom Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedeza ,n We February or early March.
�- - 4" ABC STONE
U M PSTER PA D AI L
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
WE (IbLaaw
PENSACOLA BAHMPASS 50
SERICEA LE7EDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE r5 DESIRED. OMIT SERICEA.
2_ USE COMMON BERUDAGRASS ONLY ON ISOLATED Sr1ES WHERE IT CANNOT BE-
COME A PEST. BERMUOAGRASS MAY BE REPLACED WrTH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APR& 1 - .IDLY 1 S
SOIL AMENDMENTS
APPLY UME AND FEiiTTl1ZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUNO AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTIUZER.
MULCH
APPLY 4.000 Ib acm GRIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANC BY TAC LNG WITH ASPHALT, RDVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WMI BLADES SET NEARLY STRAIGHT CAN EIE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERnUZE THE FMOWING APRIL WrTH 50 lb/acre MNTROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESWD, OMIT SERICEA AND MOW AS OMEN AS NEMED.
u U_
c-V4 W01l0 FROME
`� AT CO�RN#RS
NOTES:
I. AS $WrH flC FABRIC, USE A f ER4101X DW OF NYLON,
POLYESTER, OR E#HYLEME YAW -OM STRENGTH
50 LI3 I WCH IML)-T1MT OONTi1M5 llLilE111A01ir 161Y
AND ST FAN)!tlC SHOULD BE SIfF'FICENTLY
POROUS TO PROWK ADEOUME OPMVaE OF THE TEMPORARY
SMMENT POOL. BURLAP MAY BE USED FOR SHORT TERM
APPLICATIONS. IT MUST BE REPLACED EVERY e0 DAYS.
2. CUT FABRIC FROM A COWnNUOUS ROLL TO SANK ATE JOINTS.
3. FOR STAKES, USE Yx4-NCH Mf000(PREF0
Rm>OR EGUMALENI'
METAL WITH A MNIMUM LENGTH OF 3 FT.
4, SPACE STAXIES EVENLY AROUND THE PERNUM OF THE INLET
A W1f " OF 3 FT APART, AND SECURELY ORNE THEM INTO
THE GROUND, APPROSOMATELY 18 NCFES DIV.
TEMPORARY FABRIC DROP
NTS
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
. Sr>F� RAM 0b/=3L
TALL FESCUE (BLEND OF Two OR
RYE REEEIIMPROVED VAREnES) 2200
SEEDING DATES
JANUAR1f - APRIL
AUGUST - DECEMBER
SOIL AMENDMENTS
APPLY LIME AND F'ER'TIUZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 lb/acre
GROUND AGRICULTURAL LIMESTONE USE THE LOWER RATE ON SANDY SOILS) AND
1,000 lb/acre 1D-10-10 FERTWER,
MULCH
APPLY 4,p00 b acm GRIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. AN STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP
-
1NC WITH A MULCH ANCFIOR,NG TOOL A DISK WRH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
FERTILIZE ACCORD04G TO SOIL TESTS OR APPLY 40 Ib ocn NITROGEN IN ANUARY
OR FEBRILARY, AO lb INSEPTEMBER AND 40 lb IN FROM A 12-4-8,
15-4-8, OR SHLAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURMC
WARM WEATHER, AS THIS INCREASES STAND LOSSES TO OISFJLSE. RESEED, FERTILIZE,
AND MULCH DIWAGED AREAS IMMENATELY. MOW TO A HDGHT OF 2.5-3.5 INCHES
AS NEEDED.
CVO' 01 AAI
z
CL
Ls1
Lr41
t_.
SEE PLAN
SECTION A - A �NIIRIFVEbO EQUAL)
ENERGY DISSIPATOR
NTS
3/8" AIRCRAFT ,6
CABLE, CONT--
ASPHALT
4 REBAR @
'-0" O.C. x 12"
EXTRUDED CURB
NTS
WOOD OR SITML STAKE --
FABRIC
SEDIMENT _!
BL
KE
,_
S TO PROVIDE Mnm STAam TO THE WSTALLATIOft, FRAW WITH
20-INCH (MOOD STRIPS AROUND 7W CRESE OF THE 0M RFLft
ARFAI AT A MA)MIUM OF 1.5 FT ABOVE THE DROP INLET CREST.
IL RACE THIS BMW 12 INCHES OF THE FABRIC IN A 7RIMN AND
BAOKFILL THE 7RDICH WTH AT LEAST 4 INCHO OF CRUSHED $IONS
OR 12 RICH® OF COMPACTED SOIL.
7. FASTEN FABRIC SEO O LY TO TIE STMO AM FRMW_ 400M MUST SE
OVERLAPPED TO THE NEXT STAKE,
S. THE TOP OF THE FRAME AND FABFOC MUST BE WML SM.OW THE GROUND
UZAAMON DOWNSLiOPE FROM 111E DROP RIM To KEEP RUNOFF FROM
EYPASSMG THE RRST. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
INLET EROSION CONTROL
PLm
4• SIDEWALK
3000 PSI e•
CONCRETE CUT OR TOOLED 1 4 3'R
F
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IF DIMENSION IS 4d• OR GREATER -� CONOWM SDEW" CONTNX JOW
FtARE.S SHOULD 1MVE A 1:10 SLOPE �
F DIMENSION IS LESS T" 48' `
nAM SHOULD HAVE A 1:12 SLOPE \\ 3'R
-1/2" ASPHALTIC PREFORMED
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SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CQNDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT:
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL,
11. EXISTING SURVEYING PERFORMED BY _ AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE,
15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20_ DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. _ , DATED _ BY
FOR ADDTIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION,
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FLNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING,
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8, ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE,
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNIT)_ PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED,
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
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DATE PRINTED
JUL L 5 2000
REVISIONS
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