20081832 Ver 2_Site Plan_20101117 (3)

SE 40 Centre - DWQ Re-Submittal Page I of I
SE 40 Centre - DWQ Re-Submittal
Danny Howell [[e-mail]]
Sent: Wednesday, November 17, 2010 3:41 PM
To: [e-mail]
Cc: Bob Zarzecki [[e-mail]]; [e-mail]
Attachments: DWQ.pdf(10 KB) ; Danny L. Howell Jr. PE.vcf(587 B)
Bob/Nilkki,
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I have included .pdf's of the complete resubmittal package on the FTP Site. Do you need any additional
information from us, i.e. hard copies?
Thanks,
E)cwwvy L. Uowe.LL,Jr., PE
Project Engineer
[e-mail]
BASS, NIXON & KENNEDY, INC.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
(Office) 919.851.4422 or 800.354.1879
(Fax) 919.851.8968
www.BNKinc.com
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 11/18/2010

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APMW, LLC ZONiNs 90NDITIONS
1. Application will not be made to the Board of Adjustment
a WM WATER METER 10320 DURANT ROAD Pursuant to section 10-2046(b)(1) fora storage yard
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE dismantled or partially
z YI YARD INLET for unlicensed, uninspected, wrecked, p y
g WITH THE ACCEPTED POLICIES OF THE CITY OF RALEIGH, AND SUITE 113 dismantled automotive vehicles.
0 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
SPECIFICATIONS Raleigh Planning Commission.
3. The reimbursement value of the additional R.O.W. along Jones
z Sausage Road and Auburn Church Road shall remain at
g Residential-4 values.
VICINITY MAP CONTACT: ALLEN PIPKEN 4. Any development of the property will include a fifty (50')
w N.T.S. PHONE: [phone] foot wide protective yard along I-40, which will be planted
as a SHOD-1 area.
z CONSTRUCTION NOTES EMAIL: [e-mail]
0 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
Li 17. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY(NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE BY THE ENGINEER AND APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND N
0 CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL 0 NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA OF THE CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE
EROSION GEONS, THE ITL HNICAL OAND S OMPLY WITH ALL LIN LE R ATE, OR O L RO AI L D OE EAS IN WHICH LOILS TRE LV H TRACTOR HALL HIRE ADEQUATE A �\ONITp0 ENGINEER: Z[if GNNERAL DESIGN SEDIMENT
TANDARDS. IN THE EVNT OF CONFLICT BETWEEN OF THESE IILTATIONORDNANCES. COTRACTOR SHALL REMOVE ALL EROSION GEOTECHNICAL ENGINEER TOTES AND VERIFY HT COMPACTION S FOR THE Y
DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT PROPOSED USE OF IN THE AREA OF FILL PLACEMENT.
= STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN.
o OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. CD 0 BASS NIXON & KENNEDY INC.
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 v �- '_ 0 Q
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 0 Z 7 7
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 Q > F9 6310 CHAPEL HILL ROAD
CD 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
} CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PLACEMENT. COMPLIANCE IS SUBJECT TO REMOVAL AND REPAIR AT THE CONTRACTOR'S EXPENSE. SUITE 250
o PROTECTING ALL PUBLIC E PRIVATE UTILITIES WHICH LIE D O ADJACENT IN THE RALEIGH NORTH CAROLINA 27607 LU
U 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
DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING BEFORE YOU DIG!
CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION0.
g UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, CONTACT ONE-CALL CENTER 1-800-632-4949 PHONE [phone] or [phone] v
z OF EXISTING UTILITIES 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
:2 SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE
FAX [phone] 0
0 4. THE CONTRACTOR 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
U 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
F_ 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 LV
V) 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
> CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR
Of 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: [e-mail] z
w CONTROL PLAN, THE -MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,--AND AS FURTHER REQUIRED AS PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE W
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 19 V
J ELEVATIONS AND ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST. O
(A 6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE DISCREPANCY. RT
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X SHHALLCONDITIBESIMMEDIATELY OR ANY CREPORTEDCTO THE ENG NEERIES OR SINNWRITING DRAWINGWHORSHALLIFICATIONS PROMPTLY 13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON 20 ENGINEER WITRETAINING H EXPERIENCE DESIGNING SHALL
RETAINING WALLSBE DESIGNED • ATQUALIFIE LEAST D14 DAYS PRIOR TO PROFESSIONAL BASS, LTIN & KENNEDY, INC. N
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� CONSULTING ENGINEERS a
C3 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 •• • LV
z DONE AT THE CONTRACTOR'S RISK. INSPECTIONS, TESTING, AND VERIFICATION NECESSARY DURING RETAINING WALL �� • s ti9 • •6310 CHAPEL HILL ROAD, SUITE 250 =
r 14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTION, <®� RALEIGH, NORTH CAROLINA 27607
0 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 S SEAL. a
w CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING, 02999340 m •3319 HERITAGE TRADE DRIVE SUITE 201 cn
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 Arm J �"
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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 & �•�� b• - • V4r WAKE FOREST, NORTH CAROLINA 27587
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS CODE. KENNEDY, INC. ALL MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE �� y '•• •••®•
0 PRIOR TO COMMENCING CONSTRUCTION. MOST RECENT VERSION OF THE NC BUILDING CODE CHAPTER 18, SECTION 1806 OR THE ����� ®HOW��'��, TELEPHONE: (9p19) 851-4422 or [phone] 0
z 16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND WALL DESIGN ENGINEER'S SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. •��������stalk," FAA• 919\ 851-p968 (RAL` /919 570-1362 M
VVi AROUND ANY PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) • ( / / `, \ ) (
a OBTAINING PROPER PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. 00
CERTIFICATION NUMBERS: NCBELS (C-0110) c
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N C B LA (C-0267) c
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-- - , - I N I I \\ �\\� fey 7 o� \ _ } 1 \
I ray s Alin Frontage Along Frontage Alin Frontage J r
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m N - r IMP. SURF.: 4.94 AC (31%)� J \ \ �� � //IMP. SURF.: 1.71 AC 85% { ^, V "- ^!2.
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m 2go \ \ \ \ �3/ % \ \ \ \\ o\\\\ \\ _ ` - _ - \ \ \ � - -\ \ h 1 r ", / // / 139 o L99 , I �� sight c f ay a part of the Nitrogen Calculations and treatment fc�r that lot.
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TO ACCOUNT TN x m\ A \ \ V�// `v \ \ \ � _ A \� V�\ \\ \\ \ � h I PRO�OSF- 20' V A - \ � n - } / IMP. SURF.: 2.10 AC (85%)' / I �� / ( ) M
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z WETLAND CONSTRUCTION NOTES SEEDBED PREPARATION
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Li � ; PIPE FRPM C19 TO CI8 _ _ ;
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND THE
z - - - - - - - - - 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
Y n _ - - - - -_- _ - - - - STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. SOIL CONDITIONS, IF AVAILABLE.
- 't - 111-111 "I'll, 27 - . RIP THE ENTIRE AREA TO 6 INCHES DEPTH.- - - - - - _ -
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o I - - - - - - ... 2 SCREENED TOPSOIL SPREAD ANDLIBGHLTOLY/ COMPAACOTED 240 OAOCH ACHIEVE FINALLGRADE. OF 3. R ASON BLYLOOOOTHOAND ROOTS,UNIANDND OTHER OBSTRUCTIONS LEAVING SURFACE
z - - - - - - - - - - - - - - - - - - - - - 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
(REMOVE/REPLACE EX CI) - M - - - M - - - M 3. THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 AND MIX WITH SOIL (SEE BELOW*).
cn CDR CURB INLET 9 M - - - M - -
Cn I - COR CURB INLET 22- - YEARS FROM DATE OF INSTALLATION. AT THE END OF THE FIRST YEAR AND AT THE 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM
am TOP 257.68- M �_ _ M - - M TOP 257.35 SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
- M - - - M - - - M - INV IN 252.31 END OF THE SECOND YEAR, THE CONTRACTOR SHALL REPLACE ALL PLANTS WHICH
INV IN 251.91 ss - - - s 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
`` INV OUT 252.31 Ss - - - Ss - - - DO NOT SURVIVE. ANY HEALTHY PLANTS DAMAGED DURING PLANT REPLACEMENT
o INV OUT 250.73 - - - ss - - - SHALL ALSO BE REPLACED. EQUIPMENT OR CULTIPACK AFTER SEEDING.
z ss-
- ss - ss - - - " 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
w ss - - - ss - - - ss - - - ss - - - ss - - - ss - - - ss - 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
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z 40.19 LF 30" RCP ® 1.00% I 21.73 LF 30" RCP ® 4.97% 4. SOIL BELOW ELEVATION 235.00 SHALL BE TESTED BY THE USDA AGRICULTURAL WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
o (REMOVE/REPLACE EX 15" RCP) _ EXTENSION OFFICE FOR pH, WHICH MUST FALL BETWEEN 5.5 AND 7.0. TESTS 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND ED
PIPE END G SHALL ALSO BE PERFORMED FOR NUTRIENTS SUCH AS NITROGEN, PHOSPHORUS, SEEDING RATES.
a - AND POTASSIUM, AND FOR MINERALS SUCH AS CHELATED IRON AND LIME. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
INV 249.65
z RIP-RAP APRO ..... ..... AMENDMENTS TO SOIL RECOMMENDED BY USDA SHALL BE INCORPORATED INTO SOIL FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
o - y - Q• I '" � I -- TO PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH. RECORDS OF TESTS AND
- - - �l
� - 255 PIPE END E r :: ::: AMENDMENTS PROVIDED BY CONTRACTOR SHALL BE PROVIDED TO THE ENGINEER. I`
- - - - _ - I INV 250.25 / f * APPLY: AGRICULTURAL LIMESTONE - 3 TONS/ACRE O
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a_ - � - - - - ��- I I _ 5. G FALL - - - -
_ - _ __ LANDSCAPING PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FERTILIZER 10 10 10 ANALYSIS T800 1,000 LBS./ACRE �
w ~ ( � - SEASON OR EARLY WINTER IF POSSIBLE FOR MAXIMUM PLANT SURVIVABILITY. SUPERPHOSPHATE - 500 LBS /ACRE OF 20% ANALYSIS SUPERPHOSPHATE N
z 26.40 LF 24" CP ® 4.93X I - I1. MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE 6 V
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O I } - - - - I I \� 6. WETLAND SEED MIXES SHALL NOT BE ALLOWED. EMULSIFIED ASPHALT AT 300 GALLONS/ACRE. 1'11'No
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VARIABLE W1DT13 PRIVATE I - - _ __ _ - \ I \ N coHP-61
o DRAINAGE EASEMENT `' j�� �� \\\ I - \ 7. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL n W
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R _ \ I \ \, WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION � N W W
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LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE W V W �
w I I II �� \. - - - \ 4' DIA. STORM MH/JB F I I I STABILIZED WITH GRASS 3:1 AND FLATTER W
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\ - \ I I TOP 258.50 I \ _ _ +++ PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM STABILIZED WITH RIPRAP 2:1 TO 1.5:1 W
�� \ - - _\ _ \ _ _ � I INV IN 254.30 L .... Z 2 :;
z: \ III + + D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL STABILIZED WITH RETAINING WALL STEEPER THAN 1.5.1 p� cy
z � _ \ n -I� \ \ \� / s I INV OUT 251.55 I I \� III-III- + + Z W ^p~p O
z b ! + .+ + PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING DATA. THE r CD
I -\ \ \ \ I I \ _� �_� + + + CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE DATE TYPE PLANTING RATE IIIIIIIIIIIIIIIIIIIIIIIIIIIII J O r r
mo \ \ \ I 247.6 \� .\�247. 247.E 1� I ( �I j / I �:IV-61 III ++\++++ IG-61 OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE W ,w O C�
\ \ 1 -\ \ III I \s ( I \ \ III= +EF-104++ REQUIRED AS PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE AUG.15-NOV. 1 TALL FESCUE 300LBS./ACRE "_ ^�
PIPE END A \ \ \ \ \ \ \\ \ I ( ( I �\ ( \\ . + `t + AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE NOV. 1 -MAR. 1 TALL FESCUE 300 LBS./ACRE Z O 5 O .- cn
� _ INV 243.00\ \ _� \\ _,- \ \ . \ \ \\ \ I I III I III=III= ++ 110't + DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST. &ABRUZZI RYE 25 LBS./ACRE N N T_ W
\ \ \ I FORE�AY = MAR, 1 -APR. 15 TALL FESCUE 300 LBS./ACRE W W ••�m
o \\ \ \ \\ ( III I (DEEP FOOL) / I + + + + AI-410 APR. 15-JUN.30 HULLED COMMON BERMUDAGRASS 25 LBS./ACRE H W ^(�
= RI AP ~ON \ \ \\ \ ( I III I ss / ( \\ \ III ++++�++ 8. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN +/- 0.10 FEET. THE CITY OF JUL. 1 -AUG.15 TALL FESCUE AND 125 LBS./ACRE > > O =Z
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= .\�� \ \\ I 'i I \ + +• + RALEIGH WILL REQUIRE AN ASBUILT SURVEY OF THE CONSTRUCTED WETLAND
\\\ ~� - �-- l '." \� � ( I SHALLOW I I I RIP-RAP APRON // � < \ \ III + + THEREFORE STRICT ADHERENCE TO THE GRADING ON THIS PLAN AND THE ***BR SORGHUM-
MILLET 35 LBS3ACRE Z cn o N - N
1­11 + + + ***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE
� - \� OUTLET 1 I I WATER I \/ \ " III + TOLERANCES SPECIFIED HEREON SHALL BE REQUIRED PRIOR TO CERTIFICATION BY V W =
a \\ \ STRUCTURE I I ss _ + Q W J W
w \ "' 1 (SEE DETAIL) I I I II I 5' SEGMENTAL, RETAI G WALL \,' \ � THE ENGINEER THAT THE WETLAND HAS BEEN BUILT IN COMPLIANCE WITH THESE SLOPES (3:1 TO 2:1) O p Q m
o 1 I I DRAWINGS. UPON COMPLETION OF THE FINAL GRADING (PRIOR TO PLACEMENT OF cc 22
o N N \1 ( \ I I I I I TOP: 254.OQ III- LC-612 O
"' ^' I I jl j j j I) II I I II I I I BOTTOM:/249.00 I \ III ANY PLANT MATERIAL) THE CONTRACTOR SHALL CONTACT THE SURVEYOR TO SURVEY MAR. 1 -JUN. 1 SERICEA LESPEDEZA(SCARIFIED) 50 LBS./ACRE J Lo
\ ~ o j I I I I I \\ CO THE ASBUILT CONSTRUCTED WETLAND. THE CONTRACTOR SHALL NOTIFY THE AND W T' z
\ t `\ I I j I f / � I I I / I �' 4 III O O MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS./ACRE E 2 O CD Z
z f f A OUTLET ( II I ( I I I I J N I+ o ENGINEER THAT THE CONSTRUCTED WETLAND HAS BEEN COMPLETED AND THE (g "
\ \ " III O O ENGINEER SHALL EVALUATE THE ASBUILT SURVEY DATA FOR COMPLIANCE WITH MAR. 1 -JUN.30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE a .. r o
�' I AREA II I I \ CG-306 O �+ W W u!
o \ � 1 f JI I j MAR. 1 -JUN.30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS./ACRE a E: O
0 / I (DEEP POOL) ( - - - I " OHO THESE DRAWINGS. IF THE CONSTRUCTED WETLAND IS FOUND TO BE OUT OF JUN. 1 -sEP. 1 ***TALL 120LBS./ACRE �/� N p� Z --�Q
- - \ J I I I j \"` ' \ \ - _ - O O COMPLIANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE V♦ Q O o> V
Ljj \ f 1 / I I I N I JJ I \ _ +++ O o 0 WETLAND AS NECESSARY TO BRING THE WETLAND INTO COMPLIANCE WITH THESE ***BROWN MILLET 35 LBS./ACRE Cj) Z = W = LL
z - - SHALLOW I III o FOREBAY I I \ \ _ _ . .+ + 00o DRAWINGS. THE COST OF ANY ADDITIONAL SURVEY OR ENGINEERING EVALUATION ***OR SORGHUM-SUDAN HYBRIDS 30LBS./ACRE 4 W - w ._o
� � _ \ I J I I I � \\ \ \ - + O CG-104 SEP. 1 -MAR. 1 SERICEA LESPEDEZA(HULLED-UNSCARIFIED)70 LBS./ACRE O O
~\ I \ WATER I ( _ . . REQUIRED RESULTING FROM INCOMPLETE OR INCORRECT GRADING OF THE O r r J
a / / \ \\ \ f f �I f i 1 I III I ' i DEEP POOL) \ \ \ . . - . + + + CONSTRUCTED WETLAND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AND TALL FEScuE 120 LBS./ACRE Q c,, c,, W u,
w \ - ++.++ RP-61 NOV. 1 -MAR. 1 ADD ABRUZZI RYE 25 LBS./ACRE M W M H LL 0
m - - - 1 � , � -�MV-61 ++ O W
L104 l 247.E j j t I PIPE END C I
o �� �___ / I I I \ _ EF-10 OO CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
- \ \\ J f I� �� I INV 250.25 - . . _ . . + •+ O 2 00
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF J m
} --- - \ / I1 I \ `" y � ++�++ o � DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER 0 N
w - �\ \ z WETLAND CONSTRUCTION SEQUENCE
_ - �� I -' / I I - +++++ LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
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- - 143 _ / 1 I 2�: 5 LF 24" RCP ® 4.90 a( 5 I \ -\ - ++�++ p
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1. UNDER NO CIRCUMSTANCES SHALL THE WETLAND BE FINALIZED AND PLANTED PRIOR ***
- +. + TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
-- � - / I . I j I j \ I 1-1" b I o o - + + o �� TO COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL AREAS WHICH DRAIN VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT
o -- I C I . I o r TO IT. NOTIFY THE ENGINEER 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ON BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
j - Ij AREA INLET D - . O
-- - - - -%: I THE WETLAND AND SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE
/ (,}' TOP 258.71 I
> f I- ~ \ �/ INV IN 254.75 _- /. / ENGINEER TO REVIEW DETAILS OF CONSTRUCTION REQUIREMENTS. N N
o -11� - - - - � \ \f ` / IY INV OUT 251.65 L / H H
a jj / - - @ \ Z\ /// \ I I - _ / 2. IF THE WETLAND HAS BEEN PREVIOUSLY ROUGH GRADED, REMOVE AND DISPOSE OF w w
f -1 � ` L- / X I \ _ ,, SEDIMENT DEPOSITS. cn
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3 / 5' DIA. STORM MH/JB B � // t _ I /. -� . p
m \ / - - - _ _ - 3. STRIP TOPSOIL AND DISPOSE OF OFFSITE OR STOCKPILE ONSITE FOR SUBSEQUENT O O Z
LU / TOP 249.00 f J \ - - r I- - ARIABL�WIDTH RI)ATE_- V V O y
z / INV OUT 243.40 f - / / I DRAINAGE EASEMMT - I- SCREENING AND PLACEMENT WITHIN CONSTRUCTED WETLAND. ONSITE STOCKPILE O O ~
< / -% l I \ SHALL BE ENCLOSED BY SILT FENCE. a W
o f f "I j/ \ I 4. ROUGH GRADE CONSTRUCTED WETLAND. ALL FILL PLACEMENT SHALL BE IN cc cc N
� r 1-1 Z� / Z45 RIP-RAP APRON / I 1z COMPLIANCE WITH THE SPECIFICATION IN THE CONSTRUCTION NOTES ON THIS SHEET. W W W
0 1 -_ �C�� f I -- a a o
`` 5. AFTER ROUGH GRADING WETLAND, BEGIN FINE GRADING TO CONSTRUCT FOREBAY,
z V � _ f ' --' OUTLET AREA, SHALLOW WATER AREAS, AND SHALLOW LAND AREAS. LEAVE ALL o o W
a AREAS BELOW ELEVATION 249.00 4" BELOW FINISHED GRADE SUCH THAT SCREENED, ti 4 H
z CONSTRUCTED WETLAND CONSTRUCTED WETLAND LOOSE TOPSOIL CAN BE PLACED AND COMPACTED TO ACHIEVE FINAL GRADE. r r QD
Uj DETAILED CONSTRUCTION PLAN DETAILED LANDSCAPING PLAN GRADING TOLERANCE FOR THE CONSTRUCTED WETLAND SHALL BE +/- 0.10 FEET. r o
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0 26O 26O COMPLIANCE WITH THESE PLANS. Z
o 7. CALL SURVEYOR AND ENGINEER FOR ASBUILT SURVEY AND EVALUATION. m 0
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a EXISTING a Z Z
GRADE 8. IF SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH � � Z
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o PLASTIC SOLUTIONS INC. PYD-60 STEP 8. OTHERWISE PROCEED TO STEP 10. = JJ Y
C WITH ACCESS HATCH CENTERED ON
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o STEPS SECURED TO TOP OF MANHOLE (EL 250.00) GRADE 9. UPON NOTIFICATION FROM THE ENGINEER THAT THE CONSTRUCTED WETLAND IS IN Q
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w THE PLAN SHOWN ON THIS SHEET. IF TIMING IS SUCH THAT PLANTINGS WOULD W
Elf10' TOP OF BERM cc
SEGMENTAL OCCUR IN SUMMER MONTHS, COORDINATE WITH THE ENGINEER AND THE LOCAL N H
w VALVE STEM SECURED RETAINING N Q W Q
m MUNICIPALITY ABOUT DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR
EL 250.00 TO SIDE OF MANHOLE : WALL 0 o H 0
0 255 255 MAXIMUM SURVIVABILITY OF PLANTINGS.
SHALLOW LAND SHALLOW (LAND o W o
o T.P.E. 248.60 5.00' EL 249.00 , 10. SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN HEREON. J c')
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3: 15" ° 2'" DIA ORIFICE (18"-36") (3"-6") (18"-36") T.O.W 1 1. CALL CITY OF RALEIGH EROSION CONTROL INSPECTOR FOR APPROVAL OF p r
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g MANHOLE OUTLET 12. AFTER COMPLETING ALL PLANTINGS AND SEEDING, FERTILIZE ENTIRE WETLAND AS o
w - 12 STRUCTURE RECOMMENDED BY USDA SOIL TESTING RECOMMENDATIONS. FERTILIZING SHALL p � (� N
in B : OCCUR ONLY DURING THE FIRST YEAR. THEREAFTER NO FERTILIZING SHALL BE
- ------a---------- ° ---a----e ----- °�-- a ° ° 6" PLUG VALVE SECURED ALLOWED.
a ° ° ° ° ° a 6' DIA OPENING TO SIDE OF MANHOLE
z ° ° ° ° ° ° 2CJQA 2CJQ 13. CONTRACTOR SHALL WATER NEW PLANT MATERIAL PLANTED IN THE CONSTRUCTED
g ° ° ° ° ° 36" RCP ° ° o WETLAND DAILY UNTIL COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION.
m a ° ° ° ° EL 244.60 PROVIDE IMPERMEABLE SOIL/CLAY/ / AFTER THE FULL SCOPE OF THE CONTRACTOR'S WORK IS COMPLETED, IT SHALL BE
Li ° a ° ° ° °a INV 243.40 ° GEOMEMBRANE LINER WITH AN INFILTRATION
° THE OWNER'S RESPONSIBILITY TO WATER PLANTS DAILY UNTIL PLANTS HAVE BECOME
= a ° \ a ° ° o RATE OF LESS THAN 0.01 IN/HR BENEATH T.P.E. 248.60 BOW WELL ESTABLISHED AND WATERING IS NO LONGER NECESSARY.
~ ° q ° THE ENTIRE BOTTOM OF DEEP POOLS AND -- - -----: - --
z °- --- °J-- ----a--- ---------a--- -- a 249.00
15' BALLAST ° SHALLOW WATER AREAS TO SUSTAIN P.P.E. :
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z Cedar Point Nurse and Garden Center 1:Q0 Commercial Court: Swansboro NC 28584 252-333 6880 w cede c�stnrsrser scam
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12 Cs11 Ida Dative Plant Nurse ' Raleigh NC7603 919 6£2-5566 �i Nursery 621 Starburst Lane sg w .wetiand lantnurse .com Q U)
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Li Gardens of the Blue Ridge POBox 10,9056Wildflow Ln Psneola NC 8662 828-733-2417 ardensofthebluen�l ecom WETLAND CROSS-SECTION (A-A) � Z Q
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vw Hanging Dog Vary Nursery 2600 Boiling Spr�rgs Rd Murphy NC 28906 828 837-7921 NA = O W
� HoffmanNursery 5520 Bahama Road Routgemont NC 27572 800203-8590 w hoffman nurse rycom O � O
} Lamtree Farm 2323 Copeland Road Warrensville NC 28693 336 385-6144 w .Iamtmefa hsarser .com
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w McLamb Nurse Inc 640 Greenleaf Road Angier NC 27501 919 894-3709 NA
Elf Meadowbrook Nurseries Je-Du Natues 2055 Poll S t Road Manon NC 28752 828 73 300 w we-du com
w Mellow harsh Farm 1312 Woody Store Road SilerCity NC 27344 919 742-1200 w meld wmarshfarin com , �� to,
c3 Niche Gardens 1111 Dawson Rd Chapel Hill NC 27516 919 967-0078 w mchegardens,c ��� �i�
z NC Forest Service 762 Claridge Nurse Rd. Goldsboro NC 27530 919 731-7988 w dfr state nc us ®. S ° ���
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w Rarebird Nursery 252 Collie Road 252 Collie Road NC 27816 919 853-2716 w rmobirdnursery com N9!®�
z Reems Creek Nursery, Inc. 70 Monticello Road' Weaverville NC 28787 828-645-3937 w reemsGreek.com - �' . -
,z, Tameal lathe Trees 4339 Peale Rd Clayton N 27520 919 553-5927 NA S ,DEAL. .
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z Woodlanders Inc-s 1128 Colleton Ave Aiken SC 29801 803-648-7522 w -wood net ,"."';MHO VOVO''���, O (p
a/, Bobtown Nurse 16212 Count Club Road Malta VA 23410 757 787-8484 bobtownnurse com
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