SW8980701_APPROVED PLANS_20000728

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 '9�S V a �
DOC TYPE ❑ CURRENT PERMIT
I� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Zpp�t(i1 Z�{
YYYYMMDD

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FrWE�rwF-f p , p � QpSITE DATA C o L O Q �j aO ° iJC/ \ 00OTOTAL AREA 7.42 ACRES pC � C/ � QQ p0 ` C ?
ZONING I-2 20, Oa Q o
18,686 SFBUFFER � 7t �EXISTING BUILDING AREA I O
PROPOSED BUILDING AREA 15,950 SF O/ QQ r aQ _ CO cS r Q/ P O rz '
/' / t. . - 0 ° �C D EXISTING ASPHALT/STONE AREA 207,075 SF O C, OO O r
I
O F V1EXISTING CONCRETE AREA 1404 SF Qo, z Op -t 0O0O
PROPOSED CONCRETE AREA 5800 SF O° Q C1
11 oJC a 0p �r. '0 ° p ` J � ` pO Q J p o%ri O ° O C o C C a �LANDSCAPING AREA REQUIRED: 9,857 SF NEW CHAIN O , Q ? O ( r C \
LANDSCAPING AREA PROVIDED: 9,900 SF j o r� flLINKFENCE ° po�U p C 0 ° C � �a ° ° z
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I t 30" F.E.S. /. O o r _ / EXISTING AREA NOT TO BE G�/ �G _ Q
y y y _ / y �� / /` / /� +" 18 PROPOSED CONTOUR _ s E a
/ i n INV. 9.0 / / / n - 1n " iq U Q O O rI - ROUTED TO POND 22,000 SFt J !/ _
r 0 O O C. Syr . - SWALE ED SPOT ELEVATI - -0 : t 3
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II I SS f STRU&UREi / + 1 -, C Q J u / P, � �! / - - DIRECTION OF RUNOFF A , l
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-' �p U �' %u / - � '� ® % =/ PROTECTION DATE 06-19-00
NPPRO�9 0 DESIGN PGT
.. \ / NORTH CAROLINA EN RONMENTAL LIMITS OF DISTURBANCE
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��:' � .,, -. ._ -..._,.:... __ ,� ,.:,�., �. .� r Y /. / t / MANAGEMENT MMISSIOY DRAWN MVL
^' rSF " ✓ / DIVISION OF ER OUALIT STONE AREA
N 35-52'S8"E 210.05 x -x- - - - - _ - /
I i NEW STONE AR ' " C -x- -x- � - x ... ��`,� �1 y '^ -87.2' r ZZ� 7UL'
F x - °4 _ / Date CONCRETE AREA
DETENTICN POND �� c
1TOP OF BANK 14.0 - — — — -- — _ _�' E.LP - .- - - " =- 5w3g130lcA 1 FLOOD FOOL 12.0 - N 35'52'58 £` 192.96 - // I i Slormwatar Per No.�� Q
LOT 20 BLOCK F o - 7 / ASPHALT AREA
: NORMAL POOL 10.0 NAP OF "FLEMINGTON"
i BOTTOM 3.0 METAL BUILDING LOT 10 r ,�,,,,- t.N� .,
M.B. 4 PG. 64 SITE PLAN
SECOND AVE:" A PORTION OF FLEM/NGTON s„d I SHEET t OF 1
j (76* W/W) M.B. 5 PG. 104 / 1" = 30, JUN 2 6 2000
00063
_ _ ,-T_ -

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LANDSCAPING IS REQUIRED FOR PAROmG LOTS FOR THE PURPOSES OF SITE WORK NOTES REVISIONS
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE 1 THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING not, Description B
VEGETATION FROM LARGE AREAS: TO REDUCE THE NOISE, HEAT AND P Y
VARIES 10' MAX. DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
1 g LISTED IN SECTION 67-1. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
A MIN• OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
STEEL OR WOOD POST A A MIN. 8" ABC STONE (NCDOT) (') APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
( T) ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
WIRE FABRIC a j OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
" FILTER FABRIC d - VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
MN. 12-1/2 GA o 9 ACCORDANCE WITH SECTION 67-8. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
INTERMEDIATE WIRES 4 LLI FILTER
l� FABRIC (2) DESIGN CRRERIk LANDSCAPING SHALL BE REQUIRED 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
1
J FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
- (A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
A I I ILL I -I EIGHT FEET IN WIDTH SHAM BE REQUIRED D 7• THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
NOTE: ppqq ggNT SECTION �qy ryW ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
CROSS SECTION DE DNNG UPON FIELD COND'ff1ONS. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
ANCHOR FABRIC SKIRT PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A
o AS DIRECTED BY ENGINEER NCDOT CO RACTOR SHALL COORDINA E 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
o CLASS A OR B w OWNER dt GEOTECHNICAL MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
n I I EROSION CONTROL E GINEER TO DETERMINE EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A PROPERLY PERMITTED FACILITY AS REQUIRED.
SEE PLAN STONE ACTUAL PAVEMENT SECTION. BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
FLOW SECTION 657-4. THAN THE TEN FOOT WIDTH MAY BE EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
NOTES: 11 FILTER jaj27 AT4' MAX. STONE S ECTI O N
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
" _L FABRIC (B) PARKING LOT INTERIORS - INTERIOR LANCSCN'ING THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
1. FENCE FABRIC SHALL BE A MIN. OF 32 N WIDTH AND SEE PLAN � IS DEFINED AS THE LANDSCAPING REWIRED WITHIN THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
SHALL HAVE A MIN. OF SIX LINE WARES WITH 12" STAY PARKING LOT PERIMETERS. INTERIOR LANDSCAPING
SPACING. SECTION A-A SHALL BE PROVIDED EQUAL TO 6X OF THE TOTAL AREA TO RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF F(�IL FABRIC p 6 BE USED FOR PARKING, LOADING-AREA OR FOR OTHER APPROPRIATE PERSONNEL.
A36* IN WIDTH.DEQUATELY TO FABRIC SHALL BE
FABRIC FFM11E EOCTEo BY THE SECTION A - A AP I EDO EQUAL CHECK DAM DETAIL 3" VEHICULAR LOSE OF PEDESTRIAN USE. INTERIOR 11. EXISTING SURVEYING PERFORMED BY _ AND SUPPLIED BY THE OWNER.
THE AS LANDSCAPING SHALL BE IN THE FORM OF PLATING 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE r
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE NTS -_ 1 ISLANDS, EITHER PERIMETER LANDSCAPING EACH ISLAND SHALL HAVE NO PRIOR OR PROTRUDING FROM THE THE ONTRACTOR TO INSTALLATION.
REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER w
SELF-FASTENER STEEL ANGLE TYPE ENERGY D I S S I PATO R III- 6„ -III=1 11- HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' NTS nLAI FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
TO a' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED - THANONE PLAITED OR DUSTING TREE PER ISLAND, WITH 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER ^
TO WOODEN POST WITH NOT LESS THAN #9 WIRE SfAOLE APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL AT FINAL GRADE. w
1 1/2" LONG II-TT II BE LOCATED MORE THAN ONE HUNDRED MD TWENTY FEET 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
I- 3/8„ CONTINUOUS FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
_
_ _ I-I i ii I STEEL AIRCRAFT BE BLOCKED OR CURBED To PREVENT VEHICLES EITHER OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
TEMPORARY SILT FENCE
I I-III-III-III-I 11- CABLE FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
NTS 1=III-III-III- YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
NOTE CK DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
1. CCNUvzw MAY USE MCC WRm MAIL comma 10 PER omm
z 0ONTRAcroM MAY USE ECCENM M.N UNIT FOR PIPE TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
EXTRUDED CURB DETAIL MAINTENANCE 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT w Z
- - - - - (t) ALL EXISTING VEGETATION THAT Ls USED TO MEET ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
NTS LANDSCAPING REQUIREMENis ALL REWIRED PLANTED LMNG SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
HAND RAL-SEE ARCH I I 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
9 MATERIAL, AND AL REWIRED BERMS SHALL BE MAINTAINED BY THE
e I- AS� OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
24" MIN. 6" I I NO'�E"�1 E !INS. THE DEVELOPMENT. (3/9/8� 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE AC;6 Ix
� ('�- I- I H�BN R CpTCH CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, J
t�I.S MIDN�BN-47 (2) ARTIFICIAL FENCING SHALL BE MAINTAINED. CLEANED NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR Q�
FF YARD AND REPNRED BY THE OWNER OF THE PROPERTY ON A CONTINUING NIGHT REFLECTING. U
CONC. COLLAR L - -- -J- BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL 20. DUCTILE IRON SHALL BE CLASS 51.
�gg 1 BE KEPT FREE OF LITTER AND ADVERTISING. 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
FILLEDCBOND a CON I-I I-III-I I •. STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. [.'^ �
PLAN GRASSING DETAIL 22• FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR u) ` x
�• 1,-0" ASPHALT PAVEMENT SUMMER GRASSING DETAIL SEEDING MIXTURE PAID FOR BY BY THE THE CONTRACTOR.)RTHER TING REQUIRED DUE TO A FAILED TEST WILL BE (� N
GALV. HORN IT. CONC. COLLAR
w
REINF. O 8 O.C. PLAN 23. SEE GEOTECHNICAL REPORT NO. _� , DATED _____, BY ___-__ �y
n • RxNNR PIDDur a IINTt Iso ELEV. VARIES � RATE (b/a0n) 0 lyl
SEEDING MIXTURE FOR SEQUENCE
REQUIREMENTS. 0
o CONSTRUCTION SEQUENCE
FILL CORES SOLID w/GROUT �: �. �� flh/aNmB) � � � ^
N O REINFORCING 1Y 0B 2' 0" M7tMMI NalET 40 OEMMON" MILLET 33 10 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR f:L4 Z
2" DRAINS o 4'-0" BRICK MASONRY N THE PIEDMONT AND WUNTANS, A SMALL-STUNTED SUMANCIUSS MAY BE TALL FESCUE 30 EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
COVER w/FILTER FABRIC /4 O 24" O.C. �I WISTIMM AT A RAZE OF 5o LB/ACRE. 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
CLOTH SEALED & NAILED " - - I SEEDING NOTES INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. r
TO w 2 1/2" �W ' SEEDING NOTES 1. WHERE A NNW APPENUMM IS DESRED OMIT SEAICFA 3. IF APPLICABLE. CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN C•�•1 �j
{ 4 2 USE COMMON NRIAAW" OILY ON 1901AM SITES *10E IT ORLON BE- � z
�1N-0,N�a r r - - I Aa=MOW MOW 1S1s COME A Psr. eEMNRIOAORAss wa yE NEPLAcm MAIN y w/,n. THE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
PGMOL VON - APR. IL 15Nc 1y FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. �1 O
#4 O 12" O.C. 3000 PSI CONC. .,. �, SEEDING DATES 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS <4
I I 1> c wK SOIL AMENDMENTS APRL I - JULY Is DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM W
2' CAR. MUM Ll s 3/4 ENTERING STORM DRAIN PIPING. '^ F'•"1 � M�
I TO SAND FOLLOW MCOM IMAYoMIL OF SOL Mils OR APPLY ZWO Ie/ACRE WMW AMCUL- 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING V` v
i IN AP FOOTLING 12 ee Tuu1 u+FSTOIE AND 750 L9/AeaE 10-10-10 FERINNgR. SOIL AMENDMENTS BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. a �J
o FONot "O11 SECTION ` LNG AS 3HOwN INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING L"� n . P-L
MULCH APPLY LIME AG IANDCU FtxRUTER HE MDT.W 90l 1E 10 10 APPLY 3.G0o b/ 0.4 F--I
D R 0 P' INLET DETAIL (ROM AGRKSLIINE LMFSToIE AID Soo b/oa. 10-10-10 FEmIumL CONSTRUCTION.
KYLr 4A00 LB ACRE STRAA. MOM STRAIN BY TACKING WIN ASPHALT, NLYT1Nr.,, 6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO 'E GRASSED.
OR A MULCH A TOOL A DISK WITH BLAOEs SET NEARLY snmw CAN K 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
3" CUR. /4 O 24" O.C. ="=' AS A �' ANC 700L SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. r,
3'_4" V-r MAIL 9-t s • MIN. MULCH 8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
RINDS MAINTENANCE MPLr MOOD p/Man flRAI 3ntA 0R EGLAWLENT COWR OF AGNER 21WAKE 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS F?T
MIACH. B/TACIQa WITH AWKT, WWML, OR NETTING OR BY CRMI'M
PI CAL RETAINING WALL SECTION B W IN 0 NOT ONLY ADOMMUL REM WIENIIlff AM MULISH M- MAIN A MULCH ANO WG TOOL. A DISK WITH BLADES SEr NFJALY SIPAOIIT CAR BE PLAN PROVE TO BE LESS EFFECTIVE.
SECTION M®1A MY FOLLAMING EROSION OR CIM DAAACE UMD AS A MULCH ANNCHOFM 700L. 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
NTS ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.199- "
STORM DRAIN MANHOLE DETAIL MAINTENANCE U
ROUITIM THE FOLLOW AR0. WITH 50 b aan MROILM ROW AB GROWTH
6" CONC. 4000 psi o�am BE SO cF"oA ANDOILYNO A W AS N AS �A"F'v AaPEARwNCE a a 14
0
[-6"x6"xW2.9xW2.9 WELDED
SEE IN ACCORDANCE WIRE FABRIC REINFORCEMENT 2X4 WOOD FRAME 00
WITH GRASSING DETAIL J C�2
TOPOFBANK 14.0 / WOOD OR STEEL STAKE
----, ,-I _P�I �_ I - �. , FABRIC Z
_I I p£ I I- `O 1 FLOOD POOL 12.0 m
I _ n SEE SITE PLAN FOR INVERT 1I 3 W ;O'1
NORMAL POOL 10.0 r, 0
3333 -1 RUNOFF WATER F+�
IE
3 9.0 4" ABC STONE w/SEDMENT-- G: Z (D o Co
TYPICAL GRASS SWALE to
EMBANKMENT 1 6 DUMPSTER PAD DETAIL �- OOOO i SEDIMENT DROP INLET L��Ain
w SPILLWAY I w/GRATE p I I a
NTS 3.0 ORl03AY VEGETATIVE 1 3 MAIN POOL I " Zi�� co c
BURIED FABRIC SKIRT F�� � Z � z
SHELF AS DIRECTED BY ENGINEER w
6'
A IUI IUI s � � �BOTTOM 3.0 N •
W
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STEEL PI .015
AM W U ABC STORE a)0 CDOT TYPE) 0 oFOREBAY SECTION f4r
Op W NTS p- E"'� Ln �r G�, f�
- _--III- II - 2X4 WOOD FRAME WOOD OR
I � 44' "I L� STEEL STAKE _
O _ 11= SEE SITE PLAN FOR INVERT
PLAN DROP
BURIED FABRIC SKIRT
�1
GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
TYPICAL STONE SWALE TYPE J CLIPS. ATTACH TO 1-1/4 x 1-1 4" x1//4" GALVANIZED ATTACH GALVANIZE WIRE
ANGLE FRAME. MORTOR FRAME TO TOP O�OUTLET STRUCTURE. WI AAI1 IIIR
NTS TOP OF BANK14.0 -3 1 CLOTH 0�R 2.25 DIAMETER
3 ORIFICE la MESH .020 WIRE) (� , , (7(
ER
FLOOD POOL 12 �- EXCESS
r AT CORNERS z S E A L
40" RCP - y; 17374
NOTES:
1 1. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH j'� .b
POLYESTER,0 LB/ 1 NCH MI OR EN..-TNE HAT CONTANNS ULTRAVIOLET RAY AREA STRENGTH TNCH WOOD AT A MAXIMUM OF tIPS AROUND FT A80VECREST OF THE OVERFLOW
TH THE INLET CREST
I I INV. 9. NORMAL POOL 10. ( / )
M INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
INV. 8.5 POROUS TO PROVIDE ADEQUATE DRAINAGE of THE TEMPORARY SEDIMENT POL BURLAP MAY BE USED FOR SHORT-TERM BACKFlLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
-98
3 APPLICATIONS.IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL. DATE 12- (I T
DESIGN PG
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE�6 ItL 40-0" L6„I. DRAWN MLV
3. FOR STAKES, USE 2x4-INCH WOOO(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE.
r�. METAL WITH A MINIMUM LENGTH 3 FT. g. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
BOTTOM 3.O 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET SASSNG THETION NNLOPE FROM THE LET. IT MAY BE NECESSARY INLET
A MAXIMUM OF 3 Fr SARY TO BUILD A TEMPORARY �I
SECTION A - A THE GROUND, APPROXIMATELY A18 INCHESELDY DRIVE THEM INTO DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. `,,/
DETENTION POND OUTLET STRUCTURE- TEMPORARY FABRIC DROP INLET EROSION CONTROL`'A�011999 SHEET 2 OF 2
NTS NTS
JUN 0 t 1999 98051
-
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TOTAL AREA 7.42 ACRES _� - \ • • �• ` ° • - I /. • r {} Q C? = Z�? ♦ \. � • d • •
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PROPOSED ASPHALT AREA 14,000 SF 1 g n , 1 Q QQ , . , w EI
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LANDSCAPING AREA REQUIRED: 9.857 SF '.d.` :,.k . :._ ,` - }k /� / Q Q C� 5fQ (}} Q r} o \ ] • d.. •. ` ,�"� C0 ` �'` W z V i
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I I LANDSCAPING AREA PROVIDED: 9,900 SF I �. �d ♦` / ! + /�O C1 O L7 Q Q Q p!d Q ^O /j O a d l . f \'° o$ ?y '� w L
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A/ : \\ O0 -7 , APPROVED E C E I V ED a MANAGEMENT COMMISIONxXw j� NORTH CAROLINA ENVIRONMENTALEN GY O a DIVISION OF WATER QUALITY/ .i':: : ..
t o \a O \O O DISPATOR 1998
> C :° ot) PROJnEC30" F.E.S OOxy <
� _ E A LINV.y9.0 0 U0 \ Stormweter PamIp XISTINGYO A PORTION OF E
� BUILDING TO BE REMOVE�U TLET dOO '
4z4 O O ; .
sTRu RE
WIrH2 5 O LEGEND
—a :- ....... ;:�_ ` ' - EXISTING CONTOUR DATE 06-12-9i\8
PROPOSED CONTOUR DESIGN PGT
20 r . PROPOSED SPOT ELEVATION DRAWN! MLV
-omm N35'52 :
5E SWALE
FENCE x x DIRECTION OF RUNOFFNTION POND /� TEMPORARY SILT FENCE
FLOOD POOL 1 .0 N
P OF ONCRETERETAITOP OF BANK 14.0 LO7 20 BLOCK F 35'S2'S8"E 19 . 8' CHAIN LINK FENCE
40d0
NORMAL POOL 10.0 L N NING WALL DROP INLET w INLET PROTECTIONBOTTOM 3.0 METAL BUILDING HEIGHT VARIES 2' � LOT 10
M.B. 4 PG. 64 UNITS OF DISTURBANCE
SWOND AVE.- A PORON OF FLEMINGTON ME PLN
;
o.ST,,
(7O• R ALB.Iy) 5 PG 104 1" : 30' 1 ET 1 OF Z
9B051
i
T - - -

LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF SITE WORK NOTES REVISIONS
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING ° Description B
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT M THE SITE. feY
VARIES 10' MAX. DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
1 LISTED IN SECTION 67-1. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
A Mf I OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
g I (1) APPLICABILITY - LANDSCAPING SHNl BE REQUIRED FOR 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
STEEL OR WOOD POST A A MIN. 8" ABC STONE (NCDOT) ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
WIRE FABRIC z OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
MIN. 12-1/2 GA o FILTER FABRIC a ACCORDANCE WITH SECTION 67-8. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
INTERMEDIATE MRESI LJ FILTER 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
n N FABRIC FOR PARKING LOTCPEW�E�T•ERS LANDSCAPING
PARKING�INTERIORS. REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
�11=-ll1 (A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP 7, THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
A III-III-I EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
NOTE: 9ON NT SECTION rOWN ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
CROSS SECTION DEPENDING UPON Fl CONDITIONS. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
ANCHOR FABRIC SKIRT NCDOT CO RACTOR SHALL COORDINATE PROPERTY. THIS LANDSCAPING SHALL CONSIST OF . AT
c AS DIRECTED BY ENGINEER MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
n I I CLASS A OR B w OWNER ee GEOTECHNICAL EIGHTEEN 16 TO TWENTY-SEVEN 2 PROPERLY PERMITTED FACILITY AS REQUIRED.
EROSION CONTROL ENGINEER TO DETERMINE ( ) ( � FEET. IF A
SEE PLAN STONE ACTUAL PAVEMENT SECTION. BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
U I I FLOW SECTION 657-4. THAN THE TEN FOOT WIDTH MAY BE EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
U STONE SECTION INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
L
24" MAX. EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
NOTES: II FILTER AT CENTER (8) PARKING LOT INTERIORS - INTERIOR LAMKSCAPING THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
FABRIC
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIEZTH AND SEE PLAN IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE 10. THE CONTRACTOR SHAH BE RESPONSIBLE TO COORDINATE DISCONNECTION/
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY PARKING LOT PERIMETERS. NTERIOR LANDSCAPING RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
SPACING. SECTION A-A " SHALL BE PROVIDED EQUAL TO 6X OF THE TOTAL AREA TO
r T R FAgg IC 6 BE USED FOR PARKING, LOADING-AREA OR FOR OTHER APPROPRIATE PERSONNEL.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF SECTION A - A (� 1 L0 p " VEHICULAR USE OF PEDESTRIAN USE. INTERIOR 11. EXISTING SURVEYING PERFORMED BY -------____ AND SUPPLIED BY THE OWNER.
36• IN WIDTH. FABRIC SHALL IC FASTENED AP VELA VUALj 3
ADEQUATELY TO THE WARE FABRIC As DIRECTED BY THE CHECK DAM DETAIL LANDSCAPING SHNl BE IN THE FORM OF PLANNING 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
ENGINEER. ENERGY D I S S I PATO R ISLANDS, EITHER SEPARATE OR ISLAND S FROM THE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE NTS �.• -_- -_ -_ , PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO PRIOR TO INSTALLATION.
SELF-FASTENER FASTENER STEEL ANGLE TYPE " =1 1 1' 11- HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' NITS 1 I I II 6 FEET. (4/2/90) EACH ISLAND SHALL HAVE No LESS HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED - L THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
II-� I APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHA . AT FINAL GRADE.
TO WOODEN POST WITH NOT LESS THAN #9 WIRE 5TAOLE
" BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
1 1/2• LONG
�1 III- 3/8 CONTINUOUS FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
STEEL AIRCRAFT BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
TEMPORARY SILT FENCE I I_-III-III-I I FA I I- CABLE FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
NTS =1 I I-I II-III YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
y 1 DAMAGING ADJACENT FENCES OR SCEENS. (3/9/66) OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT �4
1.1.COMMACTOR MAY USE BLACK WITH MAX CORBEL 1' PER COURSE ORI PA FOR PIPE `' I TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. I~rj-I
2. CpARAGTOR MAY USE ECCAl1INO M.N. UBT OR _ _ EXTRUDED CURB DETAIL 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT z
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
r I I NTS (1) ALL EXISTING VEGENATION THAT IS USED TO MEET SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. F�
' LANDSCAPING REQUIREMENTS. AL REQUIRED PLANTED LIVING
HAND RAIL-SEE ARCH. I I MATERIAL. AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS �� O
!-bt r- I- �Q I OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LEE OF AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
24" MIN. 6` CApST'�TINGg p g 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
I I NH-BNU3A I? R_�gTC� THE DEVELOPMENT. (3/9/6B) CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
/WDNE!BN-47 (2) ARTIFICIAL FENCING SHALL BE MAINTAINED. CLEANED NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
i I FFUN YARD AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING NIGHT REFLECTING. U
CONIC. COLLAR BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL 20. DUCTILE IRON SHALL BE CLASS 51.
L J BE KEPT FREE of LITTER AND ADVERTISING. 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE I-1
2 5 COOT. IN4CON '� 4 I- II r�lJ
FILLED BOND B � � � .:;. STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
PLAN GRASSING DETAIL 22• FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR r, xy
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE F+i
GALV. HOR% JT. CONIC. COLLAR 1 -O" ASPHALT PAVEMENT SUMMER GRASSING DETAIL SEEDING MIXTURE PAID FOR C THE CONTRACTOR.
�� (�/ara) 23. SEE GEOTECHNICAL REPORT NO. - DATED ___. BY O r
RQNF. O 8 O.C. PLAN ELEV. VARIES SEEDING MIXTURE PENSAc�IAew+ucRAss FOR ADDTIONAL REQUIREMENTS. �1 O
M •Corn PROW N 4' RMER RNa
o -- FILL CORES SOLID w/GROUT 12, Jam. "RATE (� mn) SERCEA LISPmE7A JO
CONSTRUCTION SEQUENCE
iv O REINFORCING 0" COMM MILLET No 10 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
' BRICK MASONRY IN THE PIEDNONI NO MOUNTAINS. A SNAIL-STFMBED SUNDAr.RAss MAY BE TALL FESCUE 50 EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2" DRAINS O 4'-p" /4 O 24" O.C. s�mUITD AT A WE OF 50 UI/ACR 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
COVER w/FILTER FABRIC - - I SEEDING NOTES INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
TO W SEALED - NAILED FLOW
2 1/2 4` SEEDING NOTES 1. WADE A MEA APPEARANCE N OESRED, oMEr SENCFA 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
_ MOUNTAINS _ 2' LISE ODMtaN mIwMCRM 01 ON SWAM SITES WIERE IT cAaON BE- DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
yM,�ePS 1 1• 8 b UNONN - WYYi 11 NLO. 1515 COIF A PET. BBMRIOAORAS4 Mgt RE REPIACED NRN 5 Ib/ao� CE TIPMEMIS5. z
1•-0"OC PIEL)MCOISIML PUN _ AM 15-Nx:. 15 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. r , O
4 O 12" O.C. 3000 PSI CONC. •4 SEEDING DATES 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS w 0
I SOIL AMENDMENTS MRL 1 - JILY 1s DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
II-TT - 2" CLR• s s/4 �--�" W. ENTERING STORM DRAIN PIPING. >•/
�- �V6 I EN IN N HSALO FOLLOW OF SOIL OF��OR o-RI��� LB/ACRE
�W LL 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING V 1 �•�•
PON R" SOIL AMENDMENTS BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS. ETC. 1--� z
S CTION INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING N__q �/�1 '
° MULCH APPLY LIME AND ITRE LIEN ACCOROD TO Sol TESTS.10 APPLY 3.000 a/acn r�1 �I
GROUND NXBCILTUIE LrkS101E AND 500 ava 10-10-10 IERnJffR. CONSTRUCTION.
o DROP I N LET DETAIL APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING NR4 ASPHALT, METING 6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. L
ON A MULCH ANCHORING TDOL A DMI WIN BLADES SET WAXY SI AIM CAN BE 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS C-•
3• CLR. /4 O 24" O.C. USED AS A MULCH ANCHORING 7o0L MULCH SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
3'-4' s'-s• Mul r-1 s • MN. 8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. F+i
rcMos MAINTENANCE APPLY 4.000 Ib Dore WMH WRAWOR MUMUNT COVIR OF ANIAHER SUITABLE 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS Q
MucH. WIN TA=M ASPHALT, ROMM NG O, OR MEn= OR BY CRIMPI PLAN PROVE TO BE LESS EFFECTIVE.
SECTION RUIERTILgFaLOWAG EROSION OR MM DML49 � MIJUCH � II= AS A WIN A �MULCH ANCHORING TOM. � � � "�Y �IT � � 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
�(pICAL RETAINING WALL SECTION ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. 4
STORM DRAIN MANHOLE DETAIL
MAINTENANCE
REFERAUIE THE FONDANT APRL WIN 50 ID am NITROGEN. REPEAT AS GROWN
6" CONIC. 4000 psi OMIT SUM M Mpm�OFM AS WHERE APPEARANCE BDERRED. a r-I
j-6'x6"xW2.9xW2.9 WELDED �
SEE IN ACCORDANCE WIRE FABRIC REINFORCEMENT 2X4 WOOD FwwE� 00
WITH GRASSING DETAIL _ TOPOFBANK 14.0 77 WOOD OR STEEL STAKE �
.-I S �OQ� I -III- - - FABRIC Zj W
K
I, S�OpE 1 5 11= t FLOOD POOL 12.0
O
SEE SITE PLAN FOR INVERT 1I 3 w T-4
- _-I L_ NORMAL POOL 10.0 -
1 3 1 RUNOFF WATER W4I-� *' U
3 1 9.0 4" ABC STONE z N 11-1 o M
w/SEDIMENT 0
DUMPSTER PAD DETAIL ERN co
TYPICAL GRASS SWALE w AILLWAY 6 ~1� U) +' �"
w SPILLWAY �-^ _� � SEDIMENT w GRA�� Fv��j � � � � a
3.0 OREBAY 1 MAIN POOL �j �n BURIED FABRIC SKIRT �1 +-/ Z+ Ih "
NTS VEGETATIVE 3 ^ I I I AS DIRECTED BY ENGINEER W co W
E W
BOTTOM 3.0 I r - ` I I I I � O OI W
" ABC STORE
A S7D.
I I I l a a
A a
00 �NCDOT TYPE a _ F 0 R E B AY SECTION 30� I ~ o
S�Op NITS _ �
2X4 WOOD FRAME WOOD OR
STEEL STAKE
SEE SITE PLAN FOR INVERT DROP � BURIED FABRIC SKIRT RATE �T.
PLAN
GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH -
TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" 0//4" GALVANIZED ATTACH GALVANIZE WIRE q�
TYPICAL STONE SWALE ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. Q �_ _ \\\��IILIIIINIIAA
CLOTH 0 R 2.25 DIAMETER � AA
NTS TOP OF BANK14.0 ' 1 1 ORIFICE Y8 MESH .020 WIRE).
GATHER fSS/qi;•�i'�
r FLOOD POOL 12 AT CORNERS SEAL s
40" RCP ;_'• 17374
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH I `\
NORMAL POOL 10. (POLYESTER,
LB/ RINCH MIN.)-THAT CONTAINE NS ULTRAVIOLET RAY AREASTRENGTH INCH AT A MAXIMUM STRIPS
AROUND
50�ABOVE THE E DROP INLET CREST
ST OF THE OVERFLOW
I I INV. a INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
INV. cc POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
a SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE DATE 06-29-98
3 I APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL
1 DESIGN PGT
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE DRAWN MLV
OVERLAPPED TO THE NEXT STAKE.
3. FOR STAKES, USE 2x4-INCH WOOO(PREFERRED)OR EQUIVALENT
4'-Ow 1A I' METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
BOTTOM 3.0 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET BBYPASSNG THETION "NLOPE FROM THE DROP LET. IT MAY BE NECESSARY TO BUNLET TO ILD A TEMPORARY �I n
SECTION A - A THEP RUNOFF FROM
E GROUND, APPROXIMATEIMUM OF 3 FT LYa18 INCHES SECURELY DRIVETHEM INTO DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. `v 2
DETENTION POND OUTLET STRUCTURE TEMPORARY FABRIC DROP INLET EROSION CONTROL riM 14 V r:"ISHEET 2 OF 2
NTS NTS
98051