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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
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SYMBOLS AND ABBREVIATIONSSOUTHEAST 40 CENTRE SHEET INDEX 06
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ABC AGGREGATE BASE COURSE EXISTING CURB INLET 01.0 PRE-DEVELOPED DRAINAGE AREA AT DISCHARGE u
o ALUM ALUMINUM ❑ EXISTING GRATE INLET/YARD INLET W Q
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a EXISTING FLARED END SECTION Q1.1 POST-DEVELOPED DRAINAGE AREA AT DISCHARGE
a AST2 ALUMINIZED STEEL - TYPE 2 -6- EXISTING FIRE HYDRANT
B-B BACK TO BACK oar EXISTING BLOW-OFF ASSEMBLY
BOA BLOW-OFF ASSEMBLY 01.2 DRAINAGE AREAS AFTER MODIFICATION
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as EXISTING GATE VALVE
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z C&G CURB AND GUTTER a EXISTING REDUCER CON1 BMP CONCEPTION PLAN =
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� CFS CUBIC FEET PER SECOND
© EXISTING WATER METER 0
W CI CURB INLET O EXISTING SAN SEWER MANHOLE D1-0 CONSTRUCTED WETLANDS DETAILED AREA PLAN
CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA UJ
c D EXISTING CLEAN OUT 'J 7 J
CL CENTER LINE
m a_ � EXISTING POWER POLE
CMP CORRUGATED METAL PIPE ❑ EXISTING TELEPHONE PEDESTAL cc
CO CLEAN OUT EXISTING AREA LIGHT DWO PERMIT DRAWINGS U.
z COM COMMUNICATION
o- EXISTING SIGN
8 NEW CURB INLET
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CONC CONCRETE
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GRATE INLET/YARD INLET CITYOF RALEIGH PROJECT NO . S=41 =06 -�
DCV DOUBLE CHECK VALVE n/ NEW FLARED END SECTION
DDCV DOUBLE DETECTOR CHECK VALVE NEW FIRE HYDRANT
a DI DROP INLET ►•- NEW BLOW-OFF ASSEMBLY
DIP DUCTILE IRON PIPE ►a NEW GATE VALVE
EASE EASEMENT NEW REDUCER
a In NEW WATER METER
o ELEC ELECTRIC NEW TEE
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FT FEET BENCHMARKfr}�
o FT/SEC FEET PER SEC G
GALV GALVANIZED STREAM
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— — c — — — c EXISTING GAS LINE
w GV GATE VALVE
a — — coM— — — coM EXISTING COMMUNICATIONS LINE
HCR HANDICAP RAMP
p — — T — — — T EXISTING UNDERGROUND TELEPHONE
HDPE HIGH DENSITY POLYETHYLENE
— — E — — — e EXISTING UNDERGROUND ELECTRIC
L LENGTH
a — — OHE — — — CHE EXISTING OVERHEAD ELECTRIC
LF LINEAR FEET a
— — w — — — w EXISTING WATER LINE
MH MANHOLE ED
s — — FM — — — FM EXISTING SANITARY SEWER FORCE MAIN
z PAVE PAVEMENT
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< — — ss -- — ss EXISTING SANITARY SEWER
PE FINISHED PAD ELEVATION INTE RITY
EXISTING STORM DRAINAGE
PP POWER POLE
NEW STORM DRAINAGE DR
PVC POLYVINYL CHLORIDE
R RADIUS - - NEW WATER LINE
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R/W RIGHT-OF-WAY ) ) ) NEW SANITARY SEWER
FM FN NEW SANITARY SEWER FORCE MAIN
o RED REDUCER
o RCP REINFORCED CONCRETE PIPE G G NEW GAS MAIN
PEPSI WAY
a • • • • • • • • • • • • • • • HANDICAPPED ACCESSIBLE ROUTE y
RPZ REDUCED PRESSURE ZONE G I
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= SS SANITARY SEWER SITE
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o STA STATION !�
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TOD TEMPORARY DIVERSION DITCH
Cr TELE TELEPHONE OWNER/DEVELOPER:
m TSB TEMPORARY SEDIMENT BASIN GjO EXIT 303
UG UNDERGROUND
W/L WATER LINE �d 7 Z CONDITIONS
a APMW LLC Z-1-1 1616-97
a 1. Application will not be made to the Board of Adjustment
WM WATER METER
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE 10320 DURANT ROAD Pursuant to section 10-2046(b)(1) for a storage yard
z YI YARD INLET For unlicensed, uninspected, wrecked, dismantled or partially
� WITH THE ACCEPTED POLICIES OF THE CITY OF RALEIGH, AND SUITE 113 dismantled automotive vehicles,
a 2, Any development of the property will comply with the
UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS AND RALEIGH NC 27614 provisions of Certified Recommendation 7107 of the City of
w i Raleigh Planning Commission.
SPECIFICATIONS
z 3 So sage Rood and AuburrnThe reimbursement value of the Chu Church Roiad sh 11 a noag Jones
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CONTACT: ALLEN PIPKEN Residential-4 values. ,
a VICINITY MAP 4. Any development of the property will include a fifty (50)
w PHONE: 1 pp47-2328 foot wide protective yard along I-40, which will be planted l
a: N T S ■ (9 9) V as a SHOD-1 area,
F_ LCONSTRUCTION NOTES EMAIL. tapipkinlyahoo.com
a 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS, 9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS, 16. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF THE FORM OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
PLANS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED
EL (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE BY THE ENGINEER AND APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND 17. PROPER COMPACTION OF ALL FELL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY
a NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES, CONTRACTOR SHALL OF THE CONTRACTOR, COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE
EL EROSION AND, SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND OF AREAS IN WHICH FILL SOILS ARE PLACED, THE CONTRACTOR SHALL HIRE A �1CpA MUST CO ENGINEER:
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GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE SILTATION ORDINANCES, CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL PROPOSED USE OF ICENGINEERPLACEMENT,AND COMPACTION IS ADEQUATE FOR THE �¢
STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN. DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT -
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a i f'OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION,
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1 0 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL 18, ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA 0" BA NIXON & KENNEDY INC.
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PHASES OF CONSTRUCTION. 10, THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE STANDARDS. IF THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT a -�
c = I CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL IN COMPLIANCE, THE ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING a n m 310 CHAPEL HILL ROAD
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PERFORMED, ANY WORK PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON y
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CONTRACTOR IS R€5PONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PLACEMENT, COMPLIANCE IS SUBJECT TO REMOVAL AND REPAIR AT THE CONTRACTOR'S EXPENSE. SUITE 250
d o PROTECTING ALL PUBLIC dR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE
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� CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR 11, MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND 19, THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL W
co CONSTRUCTION YOU DIG! RALEIGH, NORTH CAROLINA 27607
CONSTRUCTION ACI IVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION CONTACT ONE-CALL CENTER
UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY A5 DETERMINED BY SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, 1-800-632-4949 PHONE [phone] or [phone] a
c o OF EXISTING UTILI IES WITHIN THE SITE. THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH FAX 919 851 -89f8 0
> SHALL BE COMPACTED TO 95% MAXIMUM DENSITY A5 DETERMINED BY THE MODIFIED LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE ( )
0 4. THE CON SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, PROCTOR TEST AS SET OUT IN ASTM STANDARD D1557. THE CONTRACTOR SHALL, PRIOR STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO
N L) MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM j
Y THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL W
DURING CONSTRUCTION, OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING DATA, CONTACT: DANNY HOWELL, PE
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> CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR f
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE EMAIL: Danny.HoweIIBNKInc.cam w
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w CONTROL PLAN, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,- AND A5 FURTHER REQUIRED AS PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE V
DIRECTED BY CITY AND STATE INSPECTORS. 12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE
v; ELEVATIONS AND RGADWAY PROFILES/SUPER ELEVATIONS ARE TO BE USED IN CASE OF DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST. Q
m 6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE DISCREPANCY.
CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS 20. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL BASS, NIXON & KENNEDY, INC. N
a SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ENGINEER WITH EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO ,•�``.��ura� CONSULTING ENGINEERS
x , 13, THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DEMENSIONS SHOWN ON ri
LJ ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER PLANS, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE BEGINNING CONSTRUCTION OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE • „� ��i
z HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. OWNER'S GEOTECHNICAL ENGINEER TO SCHEDULE AND COORDINATE ALL APPROPRIATE � •• . -. •631Q CHAPEL HILL ROAD, SUITE 250
DONE AT THE CONTRACTOR'S RISK. INSPECTIONS, TESTING, AND VERIFICATION NECESSARY DURING RETAINING WALL :� • o RALEIGH NORTH CAROLINA 27C07
s, d 14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB, MINIMUM LENGTH OF OFFSET JOINTS CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTION,
} w 7. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF AT RADIUS POINTS IS 1.5 FEET, ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION. PROPER EA Q
w CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING, 029993 •3319 HERITAGE TRADE DRIVE, SUITE 201 tl�
Y ENGINEERING DIVISION. 15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS
as REQUIREMENTS AND THE NORTH CAROLINA STATE BUILDING CODE, VOL, 1-C ACCESSIBILITY SHALL BE RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON WAKE FOREST, NORTH CAROLINA 27587
z 8, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS CODE. KENNEDY, INC. ALL MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE
o PRIOR TO COMMENCING CONSTRUCTION. MOST R} CENT VERSION OF THE NC BUILDING CODE CHAPTER 18, SECTION 1806 OR THE ���i HO ' TELEPHONE: [phone] or [phone] o
L z 16, OWNER SHALL. PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND WALL DESIGN ENGINEER'S SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. FAX: (919) $51-8968 (RAL), [phone] (WF)
u; AROUND ANY PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) r7
C. `� OBTAINING PROPER PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. co
M o CERTIFICATION NUMBERS: NCBELS (C-0110) c
M N NCBLA (C-0267) c
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j - n � =�_ C I s� '% � I 1� . . - . �, ",__ .. 10 ( .. � (N -- . / t* -,,,�,--, (so Along Frontage Along Frontage Alo g Frontage 0 --- 'S TL?JVF &'SrOlVE ASSO(VAr- Z'S - - -.1, -I- , r 11� IMP. SURF.: 4.94 AC (31%) j,", / - - DRAIN AREA: 2.01 AC �,�r - GM- ­4 � -, i__� ", IIIWQV-. ", 1, _��,- / / //IMP. SURF.: 1.71 AC � I I � " -� r - 1-Z (SO (So (SO W2 LU ;;�i ---' PWV­1721-49­7fd,� 18,991 CF , (t- �_z I e __ ''- ox 275' - I I �\ * I � I \" 1� / (85%) ,__j -1 / ' --- Uj acif _ , E SURF. AREA: 18.991 SF �1 / F � I . . -,1-1 13,W I'M 4,008 r-OUD IN��FR I / , WOV: 5,957 C I! I _p T�?' - �, ' ' . " I./ / j. f 2) f,� A - AG UC3 5 96�9 5a. � J � \ � . --� --, --�_-­:�-:--�,_--;:-- /,Z�j _�, / , t3URE AREA: 5�957 SF U(vDEm7L0 __ CU I I \ , � I ".� I ) , �,�', , , ___� -,-k -! ) �� - -.- - I "\ -s , � � 1\" . \ 'C' @12" PONDING ,I ."1, , \ - � , � N, .� . 2 6,406 4,350 i,084 %_ LU� . ., r,I X � / - � �? 1 972- I j . ",- - , I � - � I I " �_%_ 1� , ,/ // I- %MWOW-! �D �. . " 1, ", � - __ .� 1._,� I �x - \\% C,1 2528J5 SO FT ! � � � , SISI/ k 1 �12 _ ;� " [ I\ @12" PONDING f [ 1 ( f_1 13 6,616 4,480 1,127 1,009 LU ft..1.Wpimi �_ . I ." ­_ I \ i -1 i I 1'�. .".�. S5 - \ , , -� - - � _�/ I . I '-\ )I , .Z0
% -1 . . - - / �� \ 6.49 A CRES I i �1� �, - I/ " � i - I - / , /I I .p� A 7,247 . - "- O -
- ,. �/ ,� -1 - ,\ I �. / \ - �, / 0� - __ ____ � � I � � I � "I"', J1 c-, ,�� __/ 1 I II _� 'A, . � - __ . . , // � ! ".1 I � � I --re�,Ll59 '. � ) � - 4,947 1,251 1,049 I I I z 0 J=I x� I . , ,��f , . I ! �, 1\ \ - -4,-- -A � ,11-1 1�; v 8,724 6,002 1,430 1,292 3os, . , �, _ - � � � � � ;z= -- - - - - - - '� � I I I '_ - // I � t� � j __.w��- _ � j ---__m;- __ L \ - - �:�,� , \_�_ L9' - \i 1�1�', __ 94 LI.- /,-- ,:. � _____, _1�80 _ ; \ . i \ I-,-.\ � � � I f5�: / - _T__1 - - \ 'I----- - - - \ i . - 6 14,683 10,276 0 4,407 0 LU 4 9L. .,.- �. . - , - - - , . N , \ , - �_ill/ \\ / I � :7�__� _� -_- �, \ , \ z- �-x (1) '_"� I- I , 11 - �1, - -,-- - I ,�) ,k�NN �"" ___ ­ ,\"" .1 � I % N \ , . 7 17,542 12,906 653 3,983ID I,--- "' " " I I I �_ I . .. I �O - ,_ M
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. - - - , -5 -e - -- _,r � �< 95� , -\ / z / � \,,'%,\\ � .--- - - 7- - - __ _ - "_ � ylI/ 11 I- \ _- ) / 26,003 17,118 3,780 5,105 Mid I p Z 9:\ _ __ __ \ , 16 16,997 11,982 i,444 3,571 M N-M 0 21�" 1 \ 1� -:,I ' / ,, �, W - I / \ / I'. '7�1 , - `�>-�, - -E� - - - - I - it _� -' ' - - , / I I f n ,�H __,� ,<� =04v- h:I �? ,I .1 I 1 \ � \1 . -, --� - W . .. - stiN­��- , . - - I I, I / 17 10,217 7,028 0 3,189 0% Lu, ,\, - . -- 1�. - ;� I ti \ - ,,,��- ,� 0 , , JA:, - �(, \' , \\ - - - -::� "IS5,�_ - " - \ -\ - r-
I � ; I . _ , ---- - - \ 41_1_�_ .", _­­�__ I 111 . , ..,, _ � � � - __1 - �<'_ " _11�7 1�\ . ==:�_ II � \ ; j TO 12,415 30,999 U) 4' FE 5 6�I � 11 ., 4vr, \ - __ ­.. �10 / - ­N � ��__,� Co &= !E = v- iz
"L) t \ \ . �,.\' % __ --- __ __ "L.-i1- '_ I- I � IN -1 I ,_ ,_ ,__ . \ / / . TOTAL(ac) 1 3.26 1 2.26 1 0.29 1 0.71�N \ ,k , -- ,_t)I/ � , 1 7 \ , " , __� - �11<�� *The site plan fbr each indi%ddual lot is required to incluTe the area within the_\_ ­1 � - N )� , N , \ , � \ �,0, �\, \ 0) 0 0) LU I-
, �\ . ���§'-,��-- , / / L100 -1 LLI ___ , II 'N \ ., , \\ 7, " �= \�- \- \ I - - - - - \ , / / ,,, / / j L99 I- right of-- as part of the Nitrogen Calculations and treatment fDr that lot. - < 0 , M, 1..� I ,1� , , ___ -\ \ ' '� " = -, , - ,, \ I - --- -,, \ \\ � I I _o / / x ,I / 6 -" j - - U. Li
- , ,. ,\,I , - 1 , [310RETENTION �REA X r) pI - �N - '�'.'\\ S�� I _ . _�,/�_pb � '_� - i 0 LU -0 15, I \ L-N " , \\ - \ % \ \ - \ / DRAIN AREA: 2.47 AC / "/ , / �� --- '-
_\ \ 11'. I )0 I., . � 1, / \\� L� / -_� \\',\V\ - . _� -, \ - I I -� . MENT FOR A LOT IS UNABLE TO ACHIEVEMUF�, � -!�/ �\ .1� - _��A_ I I � � _. I �, --, -, �I , � \ Z / / �0'/ I IF THE PROPOSED DEVELOPL _-, � .� . - I \ �\\ I..�, - - � f OSED.- \ __ _ �� .1U_' " I/ _� 1 -1 I ��,, '� REQUIRED LEVELS OF BUYDOWN/TREATMENT (ONSITE) TO ACCOUNT FOR TN ca �, ` -I . � \ _' '\ , , \ . - \ \ I () � L � I IMP. SURF.: 2.10 AC (85%) ' 1, , _,:J�
_.�,� .\ ., - �.,$ , , " , *- �� ::� � :)RO I '_ \ . \ .I. , � (,\\ \\ I ­_ __ \ j\jAN UKAINI�GE \\ I �, -, \ \ � C14 . __1 /, ., U -3. I . \ . , \ \1 I , � PR1 \ I I I WOV: 7,305 CF , .,6�QV. \ " , ) ; _ - 1� .. ,\ , \ I. \ t�Nl \ , \" .. ,, � I � � - '00 �_" NG THE FRONTAGE (AS REQUIRED ABOVE) THEN, � \ I 11 EAS \ , / - ,� __-LLI . � I I - \, . \'.\ \ 11 - , I 1, , SURF. AREA: 7,305 SF - / � >, .'�af . \ , -A ! I , � \---,, � \ - 1 I / - - I . I I -\ \ � / , THE DEVELOPER OF THAT LOT WILL BE REQUIRED TO MODIFY STREET
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\ ��/ 1� I 1 \ �A�\%I\.1 '), . 4 - __ N \ \ \ ,� - I \ � � � I012" PONDING ,1' , - �1� DRAINAGE AND/OR ADD SOME MEANS OF COLLECTING RUNOFF FROM THE
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n� � -, , , , J� , \ \ I I "I -1� _K \ 1, \ \ \ ,_ - � �1 \ � � ) Ij I I I ' / ,- - / . - Ir1 STREETS FOR TREATMENT PURPOSES,
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" , , ..1. _/% \ \ '. / / IMP, SURF.: 1.09 AC (8,57.) / \ \ 1-1 \ 1, ) I � I � . ��-[)� , �v_4! ;, / ,� ; � ., .- � / ) ) it bR­AIN AREA: 1.29 AC I I �. I / /I / I. I ) I , , , I / / I 'I) i � \� I � I /' I- .;� / . I I I / / I /I col I . -
� ,.( , I / � i I I I � . I I ' S-1TE ALREADY DEV \ \ � I k I 4t , WQV: 3,807 CF ) \ C4 -.�,� - � �lf, -� , - 0 6� , � I , I / I / / ) ,� . ) I I � P j I . I I I ______ a. �-0J� ! 11% \ '\ \ ) N -� / / // � FErc� I : , I / 11 .;�. % . /,\I/ OF,[ , . / 11 I � I I )/ II �� '11��__�I . '_ . ,Q1 -� I / / I \ \, - .1 i i i . '. I/ @12" PONDING / 11 ��'____� . �/�/. / , -,-
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1 1 � . '� , , / ,\ �- ./ / BIORETENTION AREA / / /t I /'. .,'. , -- __ __ - - - - _. __ __ , -.-- _ / I / / / 1, / I k,// ".I Ir � - , I \ 1 1, / DRAIN AREA, 1.47 AC � __ - - .- __ - - - .", - - - - , ,� N� - \ - ,I/ / , ­ . . I , ' (/I , , .- - - � . ,/- - , I/ , � / �,,, i ,�j� . , z - - .- -_ - : - -- - , / / / / I -I�I-L \/ , '1�I1 . 'I--- , . W IMP. SURF.: 1,25 AC (85%) / ' ; ­ �_ � 7- - ." ,-,< . , �r -I - . . _ . .. .. , " . 11 /' - - - - - �2 / / ,/ ,- / �," � Ik I I . 4_k % �/ I , I � "�1) , . _ . . .. I F I / . - .-- __ - __.. - - - - �:� - - �_ - - __ J _-_-� � . ." / / " z .�,� - � - \\1 �� I �.�. \ \ � � .(, ___ / ,., ,/ I -, . . I WQV: 4,361 C I I 1. / I_ _7_�.:-:_ - __ � ,;7 � . � \­­ �0� . - / / __ , " ,,, , I SURF. AREA: 4,3 - - / ,_ ." 1���_ � ) �A� � \ � q- 00 , �� 61 SF / / _- =Z-� �__ - - - _ - - _1Z -- 11� �', �M 1 012" PONDING � "� _/- ­'-/- 1_� I-- - - -
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l , \ , , �, � IMP. SURF., 1,08 AC (85%) - - ­__ r- ��-�E -�� ,��- ,I , � � 1_� I1�1 , � \� , � I -\ � ,\ " ,- , ,� - . V , , \ . - __ 1\\N II I � , " �\�486 ��Q FT\ ,, ,,' /. WQV: 3,776 CF I- _-:31 I ,--v, .(, � � \ ' I�, - 0Ci\ \ "\ - "I` \, � "I _S / - %__ - - - -, - WQV: -_�I " I . ". "��1, , TREE ,__ '_� z 29 1 1 1 1 2.0\�\AqR� I I / L, _;��, I SURF. AREA: 3,776 SF I- __­�` '­ 4,153 CF - ", PRE . II �__ , I \ I 11 i .1 _", - \ - \ , , , \ \ \ , ,_ .. . 1IORETENTION AREA . ) I '1�11 \ - -- -- NG \'\ \\ N � M\ \\ � \ I N_ ­ .. � 4� , , �1'1''. I .. I , , I\ ,, ." `� 1\ '. , \ , �, __ __ '\ , ," 012" PONDING � ,, SURF. AREA: 4,153 SF � -� -�C22�" \ \ "' ," � 'L _­_ N - , 'I- / . . I 1z\ 1 47 7) 1 \ < I I/ I --f- AREA -._j 11 � .\ a \ \.% \� -, . - - .. �'. "'\ DRAIN AREA: 2.01 AC %, / " "I _. , I I '. �_� __ � __ . __ 012" PONDI \�,I- \ \ � M
Uj I , '5� I �: %1� N 1 � / _ - � _ _� , - I\ �1 _I � Z� , 0\ \ ,�,. , \ "" r � . L , I / � " ." 11-1 - __ __ - - 'N , \ .,� I �l ,- / " 'i I ,\ \ \ \ ,_ . \ 5,955 CF ". � , , ,�') 1, , - - __ z �, - " _� - , -% I -\ \ \ - � I 0\ '�?111, . � . _�, ./ \ \ I-, ,IMP SURF,: 1.71 AC (857.) \\ "I \ � , I / / , , � �_ _ 1� - \ \ \ � \ � � � I � I .vi ) , ' . � 1 - I � � � \ � ��ffff ,50 Ft � �z \:, 11 1�1' __ ___,, 11 I I\ wo _ , . .I � � I �-/-� \ \\ 5,955 SF '� , ", \ - - __ __ , 11 ,-. ,_ \ :�?,-AC-Rt Ik. I I - ­1\ '. " // "I - ) Z ". .� � � � I I __ 0DD1:2_' � � \ - . 1-y , :,� , - _ _ J �\ \ �;"'. , '. \ @12" PONDING ,1��'-, � - � \ \ ) I--,' I., f, .- �65- � I I I I 1- - 47"\ � .I I I I I Flz�, . '_�, , ��_ \ / - , � r')0M / - /, \ " " ( , _ 1 , - � �" /
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! z PLUG INVERT AND ABANDON ,! ! WETLAND CONSTRUCTION NOTES
PIPE FRPM CI9 TO CIS
OF RALEIGH AND THE
71
-
1. ALL CONSTRUCT{ON SHALL 8E IN ACCORDANCE WITH CITY
STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
- - - '-
- ALL AR WETLAND BELOW ELEVATION .00 SHALL INCLUDE
AREAS WITHIN THE T TION 249 L
rn (REMOVE/REPLACE EX CI) - - M - M - - rn I SCREENED TOPSOIL SPREAD AND LIGHTLY COMPACTED TO ACHIEVE FINAL GRADE.
COR CURB INLET 9 - M
m ! COR CURB INLET 22- - M -
o M - - - M - - - - rn - - - M _ TOP 257.68- M - - m - - M TOP 257.35 3. THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2
INV 1N 252,31 INV IN 251.91 ss - - - s YEARS FROM DATE OF INSTALLATION. AT THE ENO OF THE FIRST YEAR AND AT THE
� INV OUT 252.31 INV OUT 250.73 _ - -
z I - ss - - -
w ss - ss - END OF THE SECOND YEAR, THE CONTRACTOR SHALL REPLACE ALL PLANTS WHICH
ss - - - ss - - - ss - - - ss - - - ss - - - ss - - - ss - I- ss - DO NOT SURVIVE, ANY HEALTHY PLANTS DAMAGED DURING PLANT REPLACEMENT
S1
o 40.'E9 LF 30" RCP Cq� 1.007 I 21.73 LF 30" RCP Q 4.97%
SHALL ALSO BE REPLACED. ED
(REMOVE/REPLACE EX 15' RCP) _ -
-..
SOIL
¢ PIPE END G - :.::: .:.. ---- - - _ - - 4. EXTENSIONBELOW OFFICE FOR pH, WHICH TION 235.00 A MUST FALL LL BE T BETWEEN ED BY H 5,5U AND 7.0, TESTS
� � - � � � --
z INV 249.65 -- - 1
o - RIP--RAP APRO _ - -- - --_-_--_-_.._.__- - -...__-- NUTR T U AS Nf US,
- I PIP . -_.--'_-- -- AND LL POTASSIUM, PAND FOR MINERALS ESUCH S AS CHELATED G IRON PHOSPHORUS,
LIME,
Li) - - - - - - E END E _.._.. .__ - INCORPORATED INTO SOIL
_ _ _
- - -' - -- - �_ 255 I INV 250.25 AND
w �. - _. - --- '-- -- -- - _... -- -_ 6 � TO PROMOTE VIGOROUS VEGETATION AN PLAN H RECORDS S OF TESTS
I-- - - --' AMENDMENTS PROVIDED BY CONTRACTOR DSHALL TBER PROVIDED
ECORTHE ENGINEER.A N
� I _._.__. ___- Le."rY ,'Lid
2115.40 LF 24 RCP ® �93 + I 5, LANDSCAPING PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL Z
� (� 11 250 - w I ( RING) - I j 25U !
O - T - - - - - -� - - I � I - --- - - N!L-5 :: SEASON OR EARLY WINTER IF POSSIBLE FOR MAXIMUM PLANT SURVIVABILITY.
�p
Uj
'd ` - - - - - ~ �- ��\ I HP-61 - Sp-g 6, WETLAND SEED MIXES SHALL NOT BE ALLOWED. W
\ -
o IJ
-'�li
I }, SHALLOW. \ I I , 1`'rpi,)`'~~T 1:. .i k tiJi�\�� - to O O
a 12 ++ �� WATER -- - E I ` �" HA-41 O I I �,ur���4,t iuttr� 7. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL tiLL. ;
x D 1 / J V ! r I EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION N Lu
_ III �'~�- _•_T \ - - - 1 °r , I I I _ ! I. y� ( 1
l SHALL BE PER THE GEOTECH�IICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, W W Z Q � I
2 II \ \ l ri i .• I-I I l r i W .. Z
I r 4 DIA. STORM MH/J8 F I - + - 5.--- --`, WHICHEVER IS MORE STRINGENT, EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH .
245 j \ .. \ I I
` ` y \ - - ? 1 I TOP 258.50 I \ ' III-I + L - y' I I ;., j LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE z = �j
4 INV IN 254.30 STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO W N O
Z _ - ` ` .,1N _ _4_. ._-. \ \ III \ ` l - I-III---- + •+ + I�: : 1 Z L T" r
cn 4 r{ \ f 4 f I INV OUT 251.55 R : ; + + + PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM O N
I i i D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL N o
o l 247.E \ 247.\ 2 7 6 �y I I ti I + + + ! PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING DATA_ THE W l'J
` \ I I III I I \ ! iV-61 ! + } + IG-61 I �...
\. `� -104* f !, _ CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE +-.�
I II J1. + I I . ,z ci FT
\ \ - \ , j ' I , I � I I=1 I=1 + 't + T. OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE N I p -
` I I jIl I � I �. : I I : REQUIRED AS PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE G1 W
\ _'. - ' _. FOREY I �. I I 1-1 11= + 110 t + E �W �•m
AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE (�
I \`\ \. \•1 \ �� \ I I I III I (BEEP l�?L) i I _ _ + + ; + -' DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST.
F AI-410 I I :3
OUTLET II --I Z 0 U) N (3
STRUCTURE k I Uj
SHALLOW RIP-RAP APRON I + _. -I I 1=1 +++� + II ' { 8. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN +/- 0,10 FEET. THE CITY OF a O N W W
rr
(SEE DETAIL) I WATER �1 RALEIGH WILL REQUIRE AN ASBUILT SURVEY OF THE CONSTRUCTED WETLAND a W
r m
a \ I I II l ,. ss I i = + ! r THEREFORE STRICT ADHERENCE TO THE GRADING ON THIS ' PLAN AND THE "'*"�O
�� _ I III ► I ,i - -I I II QQ
5' SEGMENTALrRETAI G WALL ja'; 1 .,} t4;. ( 1'' I, = I 7` TOLERANCES SPECIFIED HEREON SHALL BE REQUIRED PRIOR TO CERTIFICATION BY 1�
TOP: 254.D� � ',I,\y'� I I I - LC-612 I! : THE ENGINEER THAT THE WETLAND HAS BEEN BUILT IN COMPLIANCE WITH THESE F'
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BOTTOM:/249.00 �', ` DRAWINGS. UPON COMPLETION OF THE FINAL GRADING (PRIOR TO PLACEMENT OF - W T co Zr
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oorLET I I I III 1 I / I �+ ` ,a�, N �" a 1 I ! _:._ a ..
I O O I I THE ASBUILT CONSTRUCTED WETLAND. THE CONTRACTOR SHALL NOTIFY THE Lu H W H
_ 'I AREA !I III I Ili ! / I _ l \ ,'t, t} ' I' ; i . . _ CG- Os a°a Ii I ENGINEER THAT THE CONSTRUCTED WETLAND HAS BEEN COMPLETED AND THE V♦EL Z ,...<
DEEP POOL I I 1 -' - - - ` - - O I ENGINEER SHALL EVALUATE THE ASBUILT SURVEY DATA FOR COMPLIANCE WITH O U
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THESE DRAWINGS, IF THE CONSTRUCTED WETLAND IS FOUND TO BE OUT OF (� 2= os LL
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1 1 f II "' I I \ !- 1 `� - +"+ a a O I I i ; . ; �' ! COMPLIANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THEWa
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¢ - ,. - _ ` , I , WATER j f II I I I {(DEEP POOL) , _-_ o CG-104 I I ! I ! - WETLAND AS NECESSARY TO BRING THE WETLAND INTO COMPLIANCE WITH THESE Q W
m ,� 4 5 �`=M } 1 r I f : f f I I I 1 { \ _ -_ _ +++++ RP-61 I DRAWINGS. THE COST OF ANY ADDITIONAL SURVEY OR ENGINEERING EVALUATION Cif LL, O
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- `�` l 1 * +++ U a U I Ii REQUIRED RESULTING FROM INCOMPLETE OR INCORRECT GRADING OF THE •
L1a4 247,6 ' / I I PIPE END C Q I; I { I ! CONSTRUCTED WETLAND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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- - 1, UNDER NO CIRCUMSTANCES SHALL THE WETLAND BE FINALIZED AND PLANTED PRIOR
AREA INLET D TO COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL AREAS WHICH DRAIN TO
� _ PIPE END A_ .__ - _ - 1 - ( , I TOP 258.71 ( - - - - -" _`'�' x; r� i IT. NOTIFY THE ENGINEER 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ON THE
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0 -' INV 243.DO _ -1 , r /r INV IN 254.75 -
= I i I INv OUT 251,85 !, ,� ` + WETLAND AND SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENGINEER TO
36.00 LF 36" RCP @ 1.11� ' I I I } 1 L REVIEW DETAILS OF CONSTRUCTION REQUIREMENTS.
- -
5' DIA, STORM MH/JB B ¢ I� ` f%,i - - % • _ 2. H BEEN PREVIOUSLY ROUGH GRADED, REMOVE AND DISPOSE OF O _
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z TOP 24s.oD - - IF THE WETLAND HAS D O
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INV OUT 243.40 J -- I f ` DRAINAGE EASEMENT -- �''' '' ' a a
_ \ 3. STRIP TOPSOIL AND DISPOSE OF OFFSITE OR STOCKPILE ONSITE FOR SUBSEQUENT
o SCREENING AND PLACEMENT WITHIN CONSTRUCTED WETLAND, ONSITE STOCKPILE SHALL V
BE ENCLOSED BY SILT FENCE. W W
RIP-RAP APRON
4. ROUGH GRADE CONSTRUCTED WETLAND. ALL FILL PLACEMENT SHALL BE IN COMPLIANCE a
WITH THE SPECIFICATION IN THE CONSTRUCTION NOTES ON THIS SHEET.
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z 5. AFTER ROUGH GRADING WETLAND, BEGIN FINE GRADING TO CONSTRUCT FOREBAY,OUTLET AREA, a ~
w CONSTRUCTED WETLAND CONSTRUCTED WETLAND BELOW ELEVATION A249 00 LLOW WATER
4" BELOW SFINISHED HGRADE SUCALLOW H THAT S SCREENED,. LEAVE LLOOSES c
o TOPSOIL CAN BE PLACED AND COMPACTED TO ACHIEVE FINAL GRADE. GRADING
DETAILED CONSTRUCTION PLAN DETAILED LANDSCAPING PLAN TOLERANCE FOR THE CONSTRUCTED WETLAND SHALL BE +/- 0.10 FEET. z
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6, IN CONJUNCTION WITH GRADING, CONSTRUCT OUTLET STRUCTURES TO BRING IT INTO
CD COMPLIANCE WITH THESE PLANS. m Q
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7, CALL SURVEYOR AND ENGINEER FOR ASBUILT SURVEY AND EVALUATION.
w PLASTIC SOLUTIONS INC.CENTERED
SEEDBED PREPARA �O p i
�, WITH ACCESS HATCH CENTERED ON u� 8. IF SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH � � �
STEPS SECURED TO TOP OF MANHOLE THESE DRAWINGS, MAKE CORRECTIONS AS REQUIRED BY THE ENGINEER. AND REPEAT W d U
0 STEP 8. OTHERWISE PROCEED TO STEP 10,
i. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE. o
10' TOP OF BERM 9. UPON NOTIFICATION FROM THE ENGINEER THAT THE CONSTRUCTED WETLAND IS IN o
VALVE STEM SECURED 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
COMPLIANCE WITH THESE DRAWINGS, PROVIDE LANDSCAPING IN COMPLIANCE WITH THE N W
m EL 250.00 TO SIDE OF MANHOLE 3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE cl Q
REASONABLY SMOOTH AND UNIFORM. PLAN SHOWN ON THIS SHEET. IF TIMING IS SUCH THAT PLANTINGS WOULD OCCUR IN ` G
4, APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE UNIFORMLY SUMMER MONTHS, COORDINATE WITH THE ENGINEER AND THE LOCAL MUNICIPALITY
EL 249.00 ABOUT DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR MAXIMUM W
o T.P.E. 248.60 AND MIX WITH SOIL (SEE BELOW*). J
z o 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SURVIVABILITY OF PLANTINGS. II
3:1 15 2" DIA ORIFICE SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. Q
¢ P.P.E. 247.60 TrP 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING 10. SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN HEREON. (n r
INV 247.60 O
`z STEP INSIDE ' . EQUIPMENT OR CULTIPACK AFTER SEEDING. Z Z W li1
a MANHOLE 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 11. CALL CITY OF RALEIGH EROSION CONTROL INSPECTOR FOR APPROVAL OF m O Q
1 12 ,.,I 8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS STABILIZATION. 72
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w ____ ___ ___ _ WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER Q
�^ �° - ° TO SIDE OF MANHOLEED SEEDING GMRATES,REESTA8LISH FOLLOWING ORIGINAL LIME FERTILIZER AND 12. AFTER
RECOMMENDED BY USDA PLANTINGS
FERTILIZE FERTILIZ NG SHALL OCCUR
� ----5-- , 60% ENTIRE
6 DIA OPENING
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND ONLY DURING THE FIRST YEAR. THEREAFTER NO FERTILIZING SHALL BE ALLOWED.
36" RCP a' a FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
' ° a EL 244.60 13, CONTRACTOR SHALL WATER NEW PLANT MATERIAL PLANTED IN THE CONSTRUCTED
w a.� ° INV 243,40 ° WETLAND DAILY UNTIL COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION.
* APPLY: AGRICULTURAL LIMESTONE - 3 TONS ACRE AFTER THE FULL SCOPE OF THE CONTRACTOR'S WORK 15 COMPLETED, IT SHALL BE ,
r _ __ 3_° __a __-__--__-_ -___-____�___- __._.__r- 4 FERTILIZER - 10 - 10 - 10 ANALYSIS AT800 - 1,000 LBS. ACRE THE OWNER'S RESPONSIBILITY TO WATER PLANTS DAILY UNTIL PLANTS HAVE BECOME I
M-- s ° 15" BALLAST ° SUPERPHOSPHATE - 500 LBS./ACRE OF 20% ANALYSIS SUPERPHOSPHATE WELL ESTABLISHED AND WATERING IS NO LONGER NECESSARY.
r " . CONCRETE MULCH - 2 TONS (APPROX. 8D BALES) SMALL GRAIN STRAW/ACRE
° 4° ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR ,
#57 STONE BASE EMULSIFIED ASPHALT AT 30D GALLONS/ACRE. W I j
CL MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION Q U
OUTLET STRUCTURE DETAIL
STABILIZED WITH GRASS 3:1 AND FLATTER PLANT LIST ¢ 2 = 4
r SCALE:1"=3' STABILIZED WITH SHRUBS OR VINES 3:1 TO 2:1 � 0
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STABILIZED WITH RIPRAP 2:1 TO 1,5:1 Q Q
x STABILIZED WITH RETAINING WALL STEEPER THAN 1.5:1 � � o_ � O � I
O' BOTANICAL NAME COMMON NAME U 0) � Z
Wetland (Native) Plant Vendor List for North Carolina W
I Al 410 Ascle "as incamata Swam Milkweed 4" MIN 24" O.C. I
= DATE TYPE PLANTING RATE
Prepared by NC Division of Water Quality EF 208 Eupatodum fistulosum Joe Pye Weed 4" MIN 36" O.C. a I
r? af a January 14, 2008 AUG.15-NOV. 1 TALL FESCUE 300 LBS.ACRE CG 410 Chelone glab►a White Turilehead 4" MIN 24" O.C. Q m
o ° I NOV. 1 -MAR. 1 TALL FESCUE 300 LBSJACRE „ „ O
_ WA 410 Helianthus angustifolius Swamp Surlflolwer 4 MIN 24 O.C.
AddressSupplier 8.ABRUM RYE 25 LBSJACRE O
N3 Carolina Gmene 1 375 Carth Rd. West End NC 27376-8731 910-947-3150 www.cardina ree can MAR, 1 -APR.15 TALL FESCUE 300 LBS./ACRE LC 612 Lobelia carlllnalis Cardinal Flower 4" MIN 18" O.C.
o z Carolina Native Nurse I 1128 Prices Creek Road Bumsvile NO 28714 828-6821471 APR_15-JUN_30 HULLED COMMON BERMUDAGRA5S 25 LBS_ACRE IG 61 flex glabra Inkber y 1 GAL MIN 6'Q.C.
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Cedar Point Nu andlGarden Center 100 Commerdal Court Smansboro NO 28584 252-39"3.6MO www-c cam JUL. 1 -AUG. 15 TALL FESCUE AND 125 LBSJACRE HP 61 Hypericum prcl cum Shrubby St. Johnswork 1 GAL MIN 5'O.C. a 3
' z Cill Ide Native PlantNu ' ' 821 Starburst Lane Raleigh NO 276M 919-662 55M www.wetland Iantnur com ""*BROWNTOP MILLET 35 LBS.ACRE
Coastal Plain Conservation Nu 3067 Conners Dr Edenton NO 27932 252-482 5707 www.coastaf iainnur .com *""OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE IV 61 ltea t+ir 4ca Virginia Swleetspire 1 GAL MIN 6 O.C. 'A =
Cure Nu 880 Buteo Rid Road Pittsboro NC 27312 919-542-6188 wwwcuranurser .com MV 61 Magnolia WtWniana Sweetbay Magnolia 1 GAL MIN V O.C. V� �
- n urs Box v e - wwwelk rinountaincom SLOPES (3:1 TO 2- 1) RP 61 Rosa palustris Swamp Rose 1 GAL MIN 4'O.C. X W W I
Fern Valle Fames 1020 W River St. Wilkesboro NO 28697 396-838-2495 NA z
� Gardens of the Blue Ride POBox 10 9D56 Wifditawer Lrr Pineola NC 28662 828-733-2417 ardensoftheblueri .com MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBSJACRE WL 10 Nymphaea odorata Fragrant Water LI[y 4" MIN
m rwn Grawin VWd Nurse 1 193 M h Road aw NO 28425 91D-259-Ml AND SD 11 NupharLutea Spatterdock 4" MIN 8'a.C. O ra l
CD � Hanging Valle Nurse 2600 Boilings Rd Mu NO 28M 828-837-7921 NA MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBSJACRE p '
� Hafhan Nu 5520 Bahama Road Ro enlont NC 27672 SOD-203-859D www.hoffmannurseyy.com MAR. 1 -JUN.30 OR ADD WEEPING LOVEGRASS 10 LBSJACRE
Ln Lambw Faun 1 2323 Co and Road rensv111e INC 28693 336-385-6144 MAR. 1 -JUN.30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS./ACRE
cm w Laurel S ri Nurs 401 R Straet off NO 191 Hendersonville NC 28792 828-6924012 NA JUN. 1-SEP. 1 "'TALL FESCUE AND 120 LBSJACRE v
n NA "'"BROWN MILLET 35 LBS.ACRE
s, 287 8288-738-SWD www.wo-du.com "'OR SORGHUM-SUDAN HYBRIDS 30 LBSJACRE
Mellow Marsh Farm { 1312 WoodyStore Road SilerCit NO 27344 919-742-120D www.melbwnarshbm.com SEP. 1 -MAR. 1 SERICEA LESPEDEZA(HULLED-UNSCARIFIED)70 LBSJACRE �•���� R�••q I
? z Niche Gardens 1111 Dawson Rd Chapel Hill NO 27518 919-967-0078 www.n1ch ens.can AND TALL FESCUE 120 LBSJACRE ••
NC Forest Service 1 762 Clerid a Nurse Rd_ Goldsboro NC 276M 919-731-7988 www.dfr.state.nc.us NOV. 1 -MAR. 1 ADD ABRUZA RYE 25 LBSJACRE .•� r �'• I
o Plant Delights Nursery9241 Sauls Rd. Raleigh NO 27603 919-772-4794 o �O
w Rarebird Nu 252 Collie Road 252 Collie Road NO 27818 919-853-2716
in z CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
� ReemsCreekNurse InG 70MonticelloRoad WNeavervllle NO 28787 82B-6453937 www.reemsr�eek.com ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
Y Tarheel Native Trees { 4339 Peele Rd. Clayton NO 27520 919-553-5927 NA :Q; 9993
ti DENUDED AREAS, THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER '
Taylor's Nursery, Inc 3705 New 13emAve. Raleigh NC 27610 91&231.8181 LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. `� $'• ` S 41 � 4
CD z ' `//�'• GINS `'' - -
###TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT '•. '.•'
� z Carolina Nurseries 1 739 Gallard Road Moncks Comer SC 29481 843-761-8181 c e c 4• . H Rp
� VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT •+�41
o Woodanders Inc. I 1128 Collebon Ave Aiken SC 29801 803-848 7522
BEFORE MOWING OTHERWISE FESCUE MAY BE SHADED OUT.
¢ Bobtown Nurse 1 16212 Count Club Road MG[fa VA rin 23410 757-787-8484 bobtowurs .com ■ ;
m Pinelands N Lrsery,Inc 1 8877 Richmond Road Toano VA 1 23168 800-667-2729 www. nsland.m .Cam SCALE IN FEET =
a Riverbend Nurse 1 1295 ML Bbert NW Riner VA 24149 54D-763-3382 www.riverbendrurse _com I
NRlirdnia Natives1 VA NA 0 15 30 60 90 120 (� i
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