20000783 Ver 2_Site Plan_20100226

INDEX OF SHEETS
SITE PLAN ----------------•--------------------------------------.........................C-100 H
SITE PLAN ENLARGED -----•-----------------------------------------••-------...,-•---~C-101 z
SITE PLAN ENLARGED ..........................................,,......G102 WF
GRADING & EROSION CONTROL PLAN G200 Z N QV
GRADING & EROSION CONTROL PLAN ENLARGED (SW) G201 ~V P ~U NNDIZ
GRADING & EROSION CONTROL PLAN ENLARGED (SE} C-202 ~ m N •~mw
GRADING & EROSION CONTROL PLAN ENLARGED (NW) C-203 ~ W NZ~~J
GRADING & EROSION CONTROL PLAN ENLARGED (NE) C-204 N ~ Z XIIDDIf
STORM DRAINAGE PLAN 0-300 ~0~~° ~ mWmm3
STORM DRAINAGE PLAN ENLARGED (SOUTH) C~01 z o a"''; W a~E'~'3
STORM DRAINAGE PLAN ENLARGED (NORTH} C-302
UTILITY PLAN C-400 •
UTILITY PLAN ENLARGED (SOUTH) G--401
UTILITY PLAN ENLARGED (NORTH} --•••-••-••••••-••----•--------------------•-----0-402
ROAD LEMONGRASS LANE PLAN & PROFILE 0-500
ROAD LEMONGRASS LANE PLAN & PROFILE C-501
ROAD LEMONGRASS LANE PLAN & PROFILE --•------------------------•--••---G.502 I
TRADITIONS MEADOW DRIVE PLAN & PROFILE C-503
SPRINGTIME FIELDS PLAN & PROFILE C-504
SPRINGTIME FIELDS PLAN & PROFILE C-505
SPRINGTIME FIELDS PLAN & PROFILE""""""""""""""""""'•••"""'G506
TRADITIONS GARDEN LANE PLAN & PROFILE C-507
TRADITIONS GARDEN LANE PLAN & PROFILE G508
STRAWBERRY FIELDS WAY PLAN & PROFILE C-509
WILDFLOWER RIDGE ROAD PLAN & PROFILE C-510 n DATE: 11/19120D1i
WILDFLOWER RIDGE ROAD PLAN & PROFILE G511 N ORANIN B'~ DFBIRJP
WILDFLOWER RIDGE ROAD PLAN & PROFILE C-512 1909 i ~ CNECIUrD BT: MOA
- iq AUTUMN MEADOW LANE PLAN & PROFILE C-513 ~ N PROJECT N0. 20090Y3.00
NIGHTINGALE COURT PLAN & PROFILE C-514
CONIFER F RE T LANE PLAN & PROFILE G-515 0 S ~ i
WOODLAND GROVE WAY PLAN & PROFILE C-516 ~ W r N J
WOODLAND GROVE WAY PLAN & PROFILE C-517 ~
C-518 I Ig o WOODLAND GROVE WAY PLAN & PROFILE 9 ,0 3
_ ~6 1 WOODLAND GROVE WAY PLAN & PROFILE ' C 519 vF m~ ti 1A
Nk• ~'Ri a
ALLEYWAY A PLAN & PROFILE G520 /tis ~ S c, ~ RQ ~ ~a•
ORANGE BLOSSOM COURT PLAN & PROFILE G521 4. Q` e~
FIREFLY LIGHT COURT PLAN & PROFILE-""'- •G522 a• a~
ALLEYWAY 'B' PLAN & PROFILE C-523
CHESTNUT GROVE PLAN &PROFILE""-"""""--""""""'-""-"""""••C-524 ~ w
ROAD ,.0,~-•----------------------•---............................................---•---•• C-525 F ST ~y 90, ~ ~
~¦6E9~ Fy G~ p~ ~ ~ _
0 p CROVE~942 ~
0~ J~~ ~p JUNfPER JUNfPER AVE E. CHURCH Rp, I I
_ C,~ PM g0 EXISTING CONDITIONS ~ EX-100 WETPOND & BIORETENTION PLAN & SECTION BMP 1 ~ pURx
P~` ~
WETPOND & BIORETENTION PLAN BMP-2 ~ c~ k & SECTION nrlN ~T Ge ea otes WETPOND PLAN & SECTION BMP-3 ~ c~ ~ ~ ~'q/T `n / `F~ ~ w, ~
1. All construction shall be in accordance with applicable municipality standards, specifications,and details. WETPOND ~ BIORETENTION PLAN & SECTION ------•-•••--•••-•••••-•-•••--••••BMP-4 Work in this project shall also conform to these plans, the latest editions of the North Carolina Department of Transportation jNCDOT) ~ r ~ N
Road and Bridge Specifications the Road and Bridge standards, the North Carolina Erosion and Sediment Control Handbook, BIORETENTION PLAN & SECTION BMP-5 ~®R EST '9~ I
the North Carolina Erosion and Sediment Control Regulations, the finalgeotechnicalreport,and Gen~:ralDesign Standard. In the event of DETAILS BMP-6 ~ conflict between any of these standards, specifications, or plans, the most stringent shall govern. 2 S P ~ Ni M d~ IA mi h OD
WETPOND PLANTING WP-1 ~
2,The contractor shall be solely responsible for trench safety during all phases of construction. ~ WETPOND PLANTING WP-2 1946
3,The location and size of existing utilities as shown is approximate only. The contractor is responsible for horizontally WETPOND PLANTING WP-3 Wp1S A~'E- JACK JONES RD. ~r~
and vertically locating and protecting all public or private utilities that lie in ar adjacent to the construction site. The Contractor is fully responsible for notifying all utility owners in accordance with NC General Statue -Chapter 67, Article 8, WETPOND PLANTING WP-4 0
The Underground Damage Prevention Act 1 0
ATTENTION CONTRACTORS 4.The contractor shall salvage and protect all existing power pales, signs, manholes, telephone risers, water valves, etc. during all construction phases. A ~o ~ 2055 ~
The contractor shall repair, at his own expense, any existing utilities damaged during construction. IFS ~ ~~o ~.vRr ~ 0!p PEARCE RD.
5.Traffic control on public streets shall be in conformance with the traffic control plan, the "Manual of Uniform Traffic control oevicea,"and The Construction Contractor responsible for the extension of water,
as further directed by City and State Inspectors. Sealer, ancYor reuse, as approved in these plans, is responsible for R~
n ac in 5 6. Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities in drawings or ~ ~C~ Q ¦ cy~k sro ~~5~ ~ lil ? e
specifications shall be immediately reported to the engineer, in writing, who shall promptly address such inconsistencies or ambiguities, -aflf~- the PUbIIC UtIIIt12S Department at (919} $57-4540 at I6eaSt Work done by the Contractor after his discovery of such discrepancies, inconsistencies, or ambiguities shall be done at the contractor's risk, tVyen four hOUrS rior to be innin an of their construction, ~
P g g Y 7.A Pre-Construction Conference shall be held prior to the start of construction. The contractor shE~ll arrange the meeting with Wake County RF Rp rn ~tr'~ ~ a J
Environmental services. Failure to notify both City Departments in advance of beginning ~
construction will result in the issuance of moneta fines and re uire a 8,Contractor is responsible for verifying all required permits and approvals prior to commencing construction. ~ rY ~ q ~ O
reinstallation of any water or sewer facilities not inspected as a result O ~ ~ ~ Q ~ N 2302 ~y = ~ v
9.All areas shall be graded for positive drainage, and as shown on these plans. The contractor shall maintain adequate site drainage ~ ~ N Burin all hoses of construction. The contractor shall use silt fences ;or other methods approved bir the engineer and applicable municipality) as of this notlfleatlon failure, p ..r 9 P N < o p(tN ~ oC ~ _
required to prevent silt and construction debris from flowing onto adjacent properties. Contractor shall comply with all applicable federal, state, or local r N ~ 2052 2054 c~n OSC~¢D• o ~ ~ ~ ~
erosion, conservation, and siltation ordinances. Contractor shall remove all temporary erosion control devices upon completion of permanent Failure to call for Inspection, Install a Downstream Plug, have m drainage facilities and the establishment of a stand of grass or other growth to prevent erosion and with approval of the erosion control inspector. Pel'mltted PIanS On the ~ObSlte, or an other Violation of Ci Of ~ m ~ y ®d, Z
Y tY O o ~ y Ws
10.The Contractor shall clear and grub the site and place, compact, and moisture condition ail fill par the project geotecnnical engineers apecifications. Raleigh Standards will result in a Fine and Possible Exclusion from The fill material to be used shall be approved by the Geotechnical Engineer prior to placement future work in the City of Raleigh o } a Z WWy
11.Materials used to construction embankments for any purpose, backfill around drainage structures,. or in utility trenches for any other depression ~Poc ~FeG Q ~
requiring fill or backfill shall be compacted to 95% of maximum density as determined by the mtul'rfied proctor test as set out in ASTM Standard D-966. F,ps~o Rp ~ ~ OW
The contractor shall, prior to any operations involving filling or backfilling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project, Tests shall be conducted try a certified materials testing laboratory and
the certifications made by a licensed professional engineer representing the laboratory. ~ • 2300 ® ~ a
12.Proposed contours and gutter gradients are approximate. Proposed spot elevations and roadway profiles~supar-elevations4ypical sections u I C O
are to be used in case of discrepancy. Z PULLEY TOWN RD. ~ ~
Water DistributiorvExtension System ~ ~ 13,The contractor shall verify and coordinate all dimensions shown, including the horizontal and vertical location of curb inlets and grate inlets r'
and all utilities crossing the storm sewer. r' 0 R® ES\/ILLE ~ 0
The City of Raleigh consents to the connection and extension of the ~ a 14,A11 distances shown represent horizontal ground distances. Clty'S public water system as shown on this plan, The material and ~URUNCrpN2o5, ~ CENTURY Fr~RM
15,Rim elevations are given as top of curb for Catch Basins, top of grate for Drop Inlets, and tap of cover for Junction Boxes. Construction methods used for this project shall conform to the Mr<<s
standards and specifications of the City's Public Utilities Handbook.
{ 16.Storm Sewer (RCPj shall be constructed to the following classes 4unless otherwise noted: Cover less than 10 feet - Class C or D bedding, Class III walls
Cover l0 feet to 15 feet- Class B bedding,Class Ill walls City of Raleigh
Cover greater than 15 feet- Class B bedding Class IV walls Public Utilities Department Permit# VICINITY MAP
17,A11 curb joints shall extend through the curb. Minimum length of offset joints at radius points is 1.5 feet. All joints shall be sealed with joint sealant.
Authorization to Construct 18,A11 handicap ramping, striping, and pavement markings shall conform to ADA requirements and the
"North Carolina State Building Code, Vol.1-C Accessibility Code,"
Date 19.Existing Water and sewer maiNservice sizes to the property are to be verified by the contractor prior to the start of construction.
The project engineer has attempted to verify sizes from relevant plans, however, exact sizs'dimension can only be determined from field exposure of the relevant line.
20,Before starting any construction of improvements within any City or NCDOT street or highway flight-of-Way, the following procedures should be undertaken: City Right-of-Way-Contact local authorit~s traffic
engineering department for information on detours, open cutting of streets or for any construction ithin Right-of--Way.
NCDOT flight-of-Way -contact project engineers and obtain all permits and encroachments (cross-check plans with specie! provisions, keep copies on construction site, also contact NCDOT District Office U ' C
24 hours in advance before placing curb and gutterj.
Sewer Collectio ensi n tem eve o er: Sanitary Sewer r1'EXt 0 SyS Owner:
a 1,Minimum ground cover of 3'-0" to be provided for all Sanitary Sewer Collection lines 4" and larder in non traffic areas. If minimum cover is not The City of Raleigh consents to the connection and extension of the r u~
v it v mn provided, ferrous pipe shall be used. Clty'S public sewer system as shown on this plan, The material and ~ment Group, Inc. Wake Forest Reservoir Pro ertoes, LLC
2,Minimum cover of 5'-0" in traffic areas to be provided for all collection lines 4" and larger, If less than 5'-0", ductile iron pipe shall be Construction methods used for this project shall conform to the
required in Class 1 bedding (minimum cover shall be no less than 3`-0"). standards and specifications of the City's Public Utilities Handbook. ¦ P.O. Box 1615 Q
3,Minimum slope for 4" and 6" Sanitary Sewer collection lines shall be no less than 1.0% with cleanouts every 75 linear feet, r
City of Raleigh ~ ?7588 Wake Forest, NG 27588 v
4.Maintain 24" vertical separation from storm sewer or ferrous pipe shall be used for the sanitary sewer. Also maintain 10 feet Public Utilities Department Permit# horizontal separation and 18" vertical separation under water mains or ferrous pipe shall be used. W
¦ ~ s, President Andrew L. Ammons, Manager
Potable Water Authorization to Construct ¦
1.Water main to be installed at a depth with a minimum cover of 48",with 18" vertical clearance minimum ¦ T: 562-1322
(separation must be over sanitary sewer] from other. underground utilities and 10 feet horizontal clearance from saniitarv sewer mains. Date e a _ _ _ _ _
2.Pressure reducing valves shall be provided if pressure is in excess of 80 psi, ¦ ¦ F: 5bZ-1324
3. Gate valves shall be installed on each main line branch (3 per tee, 4 per cross).
General Utility
DUMNB NO.
INI water and sewer mains within public easements and Rights-of-Way to be owned, operated, and maintained by the public authority.
2.All construction to be of the local authority standards and specifications.
3.All Underground utilities are approximately located. Actual location and depth to be confirmed in field prior to construction. -001
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Plan Summary W~ ~
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1. Wake. County PIN 1851441044 ~ ~ ~d
2 Zoning: CU R-1Q CU R-8 & R-5 ~ NND7Z
N N '~'~'W ~ ~U~..Y v W mZ~~~
3, Total Number of Single Family Lots; v~. m ~ S\ ; W •N N
PHASES 1 (SOUTH) =121
PHASE 2 (NORTH) = 148 -The Engineer does not guarantee that all existing facilities such ~ J Z pQ^~3
as pipelines, electrical lines, conduit, telephone cable, service ~ W a~610'3
5. Single Family Lot Size: connections, or other facilities are shown on the Plans. It shall ''~t •
Average Lot Area (square feet); 9,683.60 SF be the Contractor's responsibility to have all utilities located by
Minimum Lot Area (square feet): 7,438 (Lot 47) their res ective owners, field mark the utili locations and P tY ,
Maximum Lot Area (square feet):15,475 (Lot 88) protect all such existing facilities prior to beginning construction. The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Cha ter 87, Artiele 8, ,
6. Total Property Area: 126.24 AC p The Underground Damage Prevention Act. ~ ~ ~ ' ~ I~ ~ i
~ I
10. Total Area To Be Develo ed: 78.08 ao ~ ; p -Subject property in flood hazard Y , j`~
area er FIRM ma 3720185000 J & 3720185100 J , , p p 11. Area in public ROW (Subdivision): 18.28 ac zones A, AE & X, effective date May 2, 2006.
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12. Area in lots: 59.80 ac - Existin ve etation and natural areas shall be rotected
g g p to the greatest extent ` li j.
13. Area in open space: 48,16 ac possible and minimum clearing of land shall be undertaken during development. ' , - - ,
% ~ - - All construction shall be in accordance with Town of Wake Forest ' ~ , i 6~
Standards and S ecificatio s. ` ~ r~ p n i i I I'~ ~ ; ' ;I
~ r~ ~ ~ ~ ~ ' ~ DATE: 11I19J2008
-Wetlandsbuffers delineated er S8rEC and a roved b - 2 2 4 ~ I p pp y the USACEE 12 11-02, # 000 0 55 t _ < ~ I i.
i / -Protected o en s ace to be owned and maintained b either ~~~~sp p p Y ~ ~ ' ~ DRAWN BT: DFBiRJP i ti~' ~ ~ CHECI~D BT: MRA
l~ 2ti9 ~ T wn f W F ~ ~ 0 o ake orest or Homeowners Assoctatton. ~ ~ i ~ i
TYPICAL 60' ROW ROADWAY SECTION: ~ ~ - 1 ~ ~6, I . PROJECT NO. 2009023A0
-All Neuse Ripanan Buffers Are Measured From To of Stream Banks. ' % ! 1 p ~ ( 2 _ _ _ , /
60.0 RW E" -,~I~ ` I / 1 I '
~ ~ ~~'II~. il~ 2 2~+ 8.0 12.5 12.5 BA / ~ qi2 314 ~ ~ ~ r'i ~ 4 s~ m¢ smtE1 raE ~ ~ 211. u~° ~ ' 2l . 28 ~
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PAVEMENT DESIGN ~ ; 1 132° ~ / ~ / \ uw , ~ I 30" VALLEY 255, \ \ / 5'CONC 5'CONC J 23~ ~ 1,-, ~ ~ ~ ~ a
GUTTER 2• ~2 ~ SIDEWALK SIDEWALK • \ 2~2° \ 1~• \ / ~ / v 8" ABC ~ ~ ~ \ ts,. ~ / ~
254 ~ \ ~ J 2 ~ ~B i ~ I/ 2\33 \
/ i 83 \ V 50 NEUSE RIVER ~ 26g, \ ~ A~ 253 ~ ~ 130° RIPARIAN BUFFER / i - \ \
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Typical sections may vary dependant upon street, 2 I-2 f _ „a ® 122.\ 8" ABC 2" 1_2 i ~ ~ See Construction drawings for complete listing, 6" ABC ' ' ~ 7 - _ ~ ~33 ~y, ~ ~ ~ ~ 1~~ 161 ~~1~ ~ ~ ~ ~A
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- ~ ~ 121 TYPICAL 50' ROW ROADWAY SECTION: , , ~ ~ ,i"~, % ~ l Ins
E R LANE -STA: 15+80 TNRU STA: 27+35 ~`v`~'i-~~'"~ - ~d1' ~ ~ q/ , ~ L MONG ASS
TRADITIONS GARDEN LANE -STA: 27+40 TNRU STA: 20+60 ~`i ~ I / ~i ~ ~ ~ ~I m
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The Engineer does notguarantee that all existing facilities such J ~ ~"N m}
as pipelines, electrical lines, conduit, telephone cable, servue ~ ~ z ~ ~
U connections, or other facilities are shown on the Plans. It shall ~ W x i m m f
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be the Contractor's responsibility to have alt utilities located by ~ m W ~ m 3 z oa~,m3
their respective owners, field mark the utility locations, and w a~.,..3
protect all such existing facilities prior to beginning construction. •
The Contractor is fully responsible for not~in,~ all utility owners
in accordance with NC General Statute -Chapter 87, Artule 8,
The Underground Damage Prevention Act.

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~ a ~ ~ , ---to---ro--- TEMPORARY DNERS/ON L~/TCl+
a~ ~ ~ .n ~ - v ~ ~ ? ~ ~ t^.°,`
g ar' ~ s p ~ b i ,.9i CSB -CUSTOM SEDIMENT BASIN/
a e ~ r z +.K sse -STANDARD Sl'IMMER BAti~N DATE: 1111912009
~ / ~ 3' ,C +*9~~ ~y~~ 'fir ~ ~pp ~ gq DRAWN BT: OFDIRJF
~ ~ ~ y~ N S/LT fENCE CHECKED BT: MDA
;L ~ ~ 5. ~ ~ ~ ~ ~ t~
~°°a /HEFT PROTECTION PROJECT NO. 2009023.00
a ~ ~ - R/P RM
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~ ~ ~ @y ,i n v ~ ~ ~ y c ~ . . , s CHECK DAf1
? 4 4 TREE PROTECTION fENG'E
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+ rr . t t~ ~ ~s _ _ -i~FA F r~ ~ ` + ~ d / err iy ~ i i i f ! „~f , r EX/STING 7RE£LlN£
~ ~ oM. - ar ~ 4 ~ r r4 _ 1 ~ ,~~5 i 4~ 1f / ~
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5 0 - NOTES ; ~ l
~
_ i .1~:A~ 4 - ~ ~ ~ ~ ~ ' ~ y S 1. ALL ~ROSION CONTROL DEVICES AND MEASPIRES SHALL BE INSTALLED ~
i _ ~ '`--~M_-_ AND MAINTAINED IN ACCORDANCE WITH W~1I~ COUNTY STAN SAND SPECIFICATIONS.
iv \ I / a~ i + ~ - 2. EXIS~'ING TOPOGRAPHIC INFORMATION BY WAKE COUNTY CIS. , ~ N M ~
+ ~z ~ ~ ~ ~ _ ~ ~ o S 3. BOUNpARY INFORMATION FROM MULKEY ENGINEERS ~ CONSULTANTS
~ ~ ,8... 17 ,t3 y.~ ~ 9 ~ ~ - Y ti. i _ ~ 4. CUST TEMPORARY SEDIMENT BASINS ARIA TO REMAIN IN PLACE DURING / / r, THE H0! CONSTRUCTION PHASE OF THE PROJECT. BASINS SHALL BE - / •
t ` I' i ~m.. _..v j /JJ „yam ~ r
- . .n J ~ i t ~ , 6 'i ~ 4 ~ ~ , , ~ ~ REMOVED UPON INSTRUCTION OF WAKE C0IINTY ENVIRONMENTAL ~ '
E q { ~ - . i ~ ~ t 7N ~ - c. - - G ~f F y i ~ ~ ~ ~ ~ ~ ~ C ENGINEER '''1 . j I l 5. PLAN R>~~W DISTURBED AREA = 10.99 AC:' - - ~
gg tt ~ ~i a i ~ ~ Ji ,i ` ~ ~ ~A~~\~~ 6. ALL DISTURBED AREAS SHALL HAVE GROUN'17 COVER WITHIN / - ~ -
+ i ' ~ r. ~ ~ -J 7 i - _ - ~ u ~ _ _ ~ 8 15 DAYS OF' C MPLETION OF ANY PHASE OF (_ARADING PER CURRENT ~
~ , / --,.k ~ + ~ 6 _ CONSTRU T N SEQUENCE,
+ _ ~ ~ 1~ +v+°. i r 15t r , ~ r E' + - s R+ --J . + 7. PRESERVATION OF TREES (PROTECTED BY TREE PRESERVATION FENCE = -TP~f
~ ~ - ~ ~ ~ 1 . - - ..-5 ~ a4 ~ - p ~ _ e~ WILL E~RE-EVALUATED AFTER SURROUNDING AREAS ARE CLEARED,"B~-' y ~
I .r_ _ t . __M1` _ + PRIO~T'0 COMPLETION OF CLEARING OPERA'ITON.
i_~ J~ --Y_ - _ 1 ~ i r' B / - ~ ~ 7 - v~ 8. SALT FENCE INSTALLED SFIALL REMAIN IN PLACE UNTIL COrTION OF ~ ~ ~ _ ~t~STRUCTION UNLESS OTHERWISE NOTED. ~ d°
~1 - , •9. TEMPORARY DIVERSION BERMS TO REMAIN .iN PLACE UN~ SITE HAS BEEN
t... ~ _ \ Y b u _ ;S 6~ ~ ~ ~ ~ ~ r r : , t.,,~,,,,~.>: ~~~~y TABLILIZED WHERE FEASIBLE. - ~ CC OC
fi ~ ,T INLET PROTECTION WILL BE PROVIDED AT` ALL CURB D YARD INLETS. ~ y ~
-Y _ - ,~5 i"' ~ r ~ 11. ALL DITCHES SHOULD -BE-PROTECTED Whi;{~I - fL}}UI'E_~NG NET IF EROSION ~ • • ~ ~ Z
r~ m^ n OCCURS IN CIE -D~H.SEETION,'' - - - ~ - ' ' O W ~ ~
r i. a....~-.r4...n ~ ~ r k I \ - - . - - - ` ___12 -CERfiIF~TE~ Q~COMPLETION WI L-N~' .~L' ISSUED IF ACCUMULATED SEDIMENT ~ 0. ~ ~ - ~ ~ - o - - --LS-~'SENT IN THE LEVEL SPREADERS.
~ ~ ~ 7 ~w ~ ~ , _ .s' ~ 13. CONTRACTOR TO DIVERT SEDIMENT LADEN WATER FROM STORMWATER OUTLETS Z ~
~ i ~ r a i . ~ r+ : INTO ADJACENT SEDIMENT BASIN BY LEAVIN~~ OFF SECTIONS OF PIPE, UNTIL UPSTREAM ~ ~ y
SITE HAS BEEN STABILIZED, AND UNTIL OTHERWISE INSTRUCTED BY ENVIRONMENTAL ENGINEER. ~ ~ W W
r 1 v ~ ^ ~ - n+CCCa _ _ C P~~. u. ® ® OC 1Q. ALL SPOIL AREAS TO HAVE SILT FENCE Onw LOW SIDE OF SLOPES,
ti ~ \ ~ ~ ~ v 4 d 7 15. USE CURLEX BLANKETS (OR EQUAL) ON ALL DISTURBED SLOPES 3:10R GREATER F
~ ' 'I , z5 Y to Y ' e ~ ~u. f WITHIN THE 50' NEUSE RNER BUFFER. ® ; ~
_a p ~ _ \ err X24- . :n ~ ~i 'i tax r a. ~ ~ 16. PRIOR TO MAKING FINAL CONNECTION OI " STORM SYSTEM TO LEVEL y SPREADER DEVICES, ENSURE THAT ALL UPSTREAM AREA HAS BEEN STABILIZED. ~ y
s ''~J r~\ f ~ _ t~ eY'~ J fit` tl~'. qq g 4 ' ~ OBTAIN PERMISSION FROM ENVIRONMENTAL ENGINEER TO REMOVE EROSION CONTROL W
~ it ~ ~ E: d 5 ate, , ^a i S ~ ,i v x~ ~ / DEVICES ADJACENT TO STORM OUTLETS. I~
+ ,3 ~ ~ , + ~ ~ ~ r , C d / ~ d ~ ~ ~ , - ~ , ' - ~ ' ~ ~ ~ y 1Z ALL SEDIMENT BASIN OUTLET PIPES SH011I:D BE DIRECTED TO THE SILT FENCE
J t .F S OUTLET STRUCTURE DIRECTLY BEHIND THE BASIN WEIR,
' i ~ ~ , ---ten • l~ 7. T ii'a. r F.+-.~,~~ - ~ ~ !1 ~~'.+~r~+,~.~.'Sa~ "`J ,...vmy ..isea:.i.:rso:wa :~v:~.e~W.i.... «-.».-~....mw. .i.~:, ..T:..: x,.~.~_o.. ~+e~.~zr-..r,:. ..+v..i...:.aJVewas.~.cv~.:.J:~.s~.aa~rumcwrca~vrs..ss:~e,wr±*°+ ~ ~ ~ - F,~` 18. CONTRACTOR TO INSTALL ADDITIONAL MI:~9SURES AS NECESSARY AND
ddd ~ „r fl r 9 - AS FIELD CONDITIONS WARRANT IN ORDER T'O PREVENT SEDIMENT FROM LEAVING THE SITE.
~ ~ / ~ 11 .u- ~,,.1 ~ gt ,R7 i ~ J ~ t 19. ALL TEMPORARY DIVERSION DITCHES TO I3Ii LINED WITH A STRAW LINER OR IF LESS THAN 2°~ SLOPI's, SEED AND STRAW MAY BE USED,
F r i - i j J ~
_ ~ d Y } w i / i _ ~ A ~ t ~ ` ~ ALL NEUSE RIVER BUFFERS SHOWN WITHIN
~f-. ~ u ~ s _ ~ ti f f \ ~ - _ t,~~ ' T7IE PROJECT LIMITS OR DIRECTLY ADJACENT' TO THE PROJECT
< ~ e. ~ + ~ _ i - •ti. - .~4 LIMITS SHALL BE MARKED WITH ORANGE TR.E PROTECTION FENCE
~ OR SIMILAR DEVICE PRIOR TO THE ISSUANCI's OF THE CERTIFICATE
1 t , - - I ~ r , ~ ~ OF COMPLIANCE.
~ ,a F, ~ _
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BASIN REMOVAL: 1. CONTACfi ENVIRONMENTAL ENGINEER FOR ,APPROVAL TO REMOVE BASIN.
,~''b~~ 2. REMOVE SILT FENCE WITHIN THE GUSTOLL9 BASINS.
!~1i4 ~A. , 3. MUCK OUT BASIN OF ALL UNSUITABLE SO.1LS,
j ' I t / 1~~. 5 4. REMOVE SPILLWAY ~ ANY ROCK PROTECTTt;tw FROM THE BASIN.
a 5. REGRADE AREA TO FINAL GRADES ~ COMPACT TO A SUTI'ABLE LEVEL.
t ~'i POND CONSTRUCTION NOTES: 1. DETENTION PONDS MAY BE CONSTRUCTED AND USED AS THIS' SEDIMENT BASIN AS LONG AS THE REQUIRED ~
s SURFACE AREA AND STORAGE VOLUME ARE PROVIDED.
9 2, IF SEDIMENT BASIN IS CONSTRUCTED WITH DIMENSIONS SHORN IN TABLE, OBTAIN PERMISSION
i FROM ENVIRONMENTALENGINEER PRIOR TO REMOVAL OF BASIN AND CONSTRUCTION OF POND.
,i ~t 3, MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO APPROVED PLANS.
4. IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASK°~~ OUTLET, INSTALL RISERBARREL PER DETAILS.
5. PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER
6. WITH THE APPROVAL OF TIIE ENVIRONMENTAL ENGINEER, INS':IALL LEVEL OUTLET STRUCTURE PER APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE COi'~'STRUCTED UNTIL ALL UPSTREAM AREA
HAS BEEN STABILIZED.
W ll~
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0' 20V 400' DRAWING NO.
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' a ntee that all existin acilities such The Engineer does notgu ra g f ~~v h _ W~
bl servue as pzpeltnes, electrical lines, conduit, telephone ca e,
~ n ctz s or other acilities are shown on the Ptans. It shall _ cone on , f ~ Z ~ XO --~.....gL~c, ~ ~ ~ ~ t7
' , ' , , , Z sated b _ - be the Contractor s responsibility to have all utilities o y _ _ , ~ ~ U
their respective owners, field mark the utility locations, and ~ ~ NNWZ ~ }
, t be innzn construction, l ` ~ ` J ~ NUONY
protect all such existing facilities prior o g g - _ _ _ _ ~W ~Z~~~ W ~ .NNE ~ - ~C~ - Z xOWIUf
all unlit owners ~ s The Contractor is ull res onszble for not~zng y f Y p _ \ mWmrn3
' ~ t - Cha ter 87 Article 8 ~ in accordance with NC General Statue p , - ~ ~ ~ w a~°'?'3
r round Dama e Prevention Act. The Unde g g _ r . ~
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r a ~ - . ~ ; ~ ~ , ~ ~ 332 ~ c / r
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~ - ~ ~ ~ V ~ ~ l ~ ~ _ ~ ~ i
CSB -CUSTO,N S£0%N£NT BASYN/ ~ ~ ~ ~ ~ ' / i' 433 / - ~ ~ ~ ~ - ~ ~ SSB -STA4'OARD SK/AIRIER BAS/N \ y~C ~ 9 ~ J \ ~ ~ \ - t 1 ~33~
`r w / i. ~ , ~ ~ 3 ~ r „f ~ , _ y
_ r, ~ "a.„ ~ . 3 ~ , t ~ ~ 34 \ ~,k ~ w. ~ DATE: 11/19/2009 ',333 7, _ ~
~ P -ter-B- Sl0' fENCE ~ ~ " ~ ~ ~z,~ ; w ! ~ ~ ~ ~ I~ DRANIN BC: DF9IRJF ~
.wR ~ l 4 ~ r sf- - s r i /NLET PROTECl1ON i . ~ ~ ~ r ~ _ ~ ~ \ r / r ^b ~ - ~ ~ 3 ~ ~ 385 ~ ~ G~ - ~ \ a3a ~ ~ CHECKED BT: MDA
. - ~ a! i ~ ur ~ . qp~ -u. A ~ ~ _
t ~ ~ S' . _ ~ , ~ ~ •,A' i A ~ ~ r I X38 _ _ y ~ ~ _ ~ _ ~ f ~ - ~ PROJECT N0. 20090Y3.00
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~ ~ ~ £X/STING TREEUNE . ~ ~ . ti ~ A, - ° r r 3 5 r ~ - ~ ~ ~ i' ~ a 3~ / -
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32 - A ,ti - ~ ~ - ' t 'r ~ - _ ~ ~ r^~~ ~ ~ • - ~ 342 , ~ ~ - _ i i i
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~ ~ 34ti ~ ~ ~ ~ SM1S i' % - - ~i _ _ i. y^ vF ~ A _ ~ 340 ~
' ' ' iti such _ The En sneer does not uarantee that all extstan accl es t ~ ' ` q3 - 1 ` ~ r 8 8 8f ~ ` ~ 3s~ - - - - _ a ~ _ _ s° W W N ~ ~ i Y M ~ - - _ ~ ~ ~
2 t 1 hone cable servue - as i elcnes, electrical fines, conduct, e ep q3 , - P p ~ ~ ~ _ 342 Q ~ ...r
. r r _ connections or other acilities are shown on the Plans. It shall ~ a~ ' i ~ - ^ J_ ~ ~ s v \ 341 - ~ ~ ~ ~ Z
~ ry~ g , _ 1 ' ' ' ' all utilities located 45 r s nsabcla to have ~ be the Contractors e po ty hY / . ~ - ~ ~ ~ ~
344 ti ~ ~ ~ ~ ~ I . _~;=5 _ ~ 3 Sal, ' ~ ark the utch locatcons and 7~-`, ~ ~ , thecrrespective owners, field m ty ~ . ti ~ _ ~ r- ®I~L ~ 5~ ~
j 4q5 ~ _ , r 8 , - - - ~ _ A ~
r t ct all such existin acilities riot to be innin construction. _ ~ 4q r ~ _ P 0e gf P 8 g h ~ ~ ~ 448 s _
The Contractor is ull res onsible or noti in all utili owners - f Y P f fY g , s` J \ ~ _ 9 _ B~ ~ f
; _ _ cn accordance with NC General Statute -Chapter 87, Artule ~ _ ~ ~ _ _ I , / _ _ , _ - - _ „ , ~ ~ , ~ ~ 3b0 . _
The Under round Dama e Preventcon Act. ~ g g ~ - , ~ ~ ~ 452 `
~ ~ ~ a T. ~ - y- ~ ~ ~ ~
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A lOC~ U,N/TS OF LYINSTRUCT/ON `s t ~ ~ " i l
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--ro~ro-- TEMAORARYONERSIONO/TCR ! ~ ~ - . . i ~ 2 t~ / ~ ~ 36 r
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DRAWING NO.
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. , " r t 1!r~ - - ~ ~ ~ 4 r,j~ ~ ~ _ ~ - ~ ~ ~ I ~ The Engineer does notguarantee that all existing facilitu~s such uM~s BF CDNSTRUGl/ON ~ ~
~ ~ ti~ - u 1 ,.m.,R ~ 7 ~ , r. '1 ~ t _ ~ f . ~1, ~ _ _ - _ as pipelines, electrical lines, conduit, telephone cable, service z
_ . , ~ ~ i i',1-' \ - 4b~. ' ~ it t`~. ~ sus`, ` ~ ~ •'V ~ k., - - _ y„ r ~ ~ ~ connections, or other facilities are shown on the Plans. Itshall ---TO-r~--- TEMf~RARYDNERS/ON1I/TCH ?
_ ~ , - ~ \ i F M1 \ ~ \ 7 - t ~ _ _ be the Contractor's responsibility to have all utilities located by N ~ o
11 _ ' v - ~ v vA ~ m. i - ~ ~ . . ~I f ~ N - - _ - i y ~ m ` ' , m. 4 ~ _ - ' t ~ , ~ _ 1 CSB -GY/STOM SEB/MENT BASIN/ Z Q ~ i their respective owners, field mark the utility lOCatwns, and ssB -sT~+aARO sKiMMER BAS/N ~ ~ ~ ~
~ ~ ~ = _ ex's,; r ` - _ i 7 _ ~ _ , y
~ r 1 _ T 1 ` s ~ rotect adZ such existin aetlatzes rior to be innin eonstruttion. N N m z
( V _ _ - > 4 ~ _t _ ..5n _ - A _ vE 1 .l ; r i „ , ~a ~ - > r ~ k l~ , ~ _ _ - s, - _ _ \ J J < The Contractor is fully responsible for noting all utility owners sr~r FENCE ~ ~ ~ W ~Z~~~
i i ~ r 3 3 ~ y- r; ~ ~ ' in accordance with NC General Statute -Chapter 87, Artule 8, ® /NIET RROTECT/ON Z k i m m ~
- - m~ ~ ~ y , rr ~ - - - ~ Et ilj. The Underground Damage Prevention Act. ~ m w ~ m 3
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_ _ P r _ _ 1 _ ,Ar 1v. 1 ~ p i `~-`__~a _ ~ _ _ _ ___as_ ~w ~ F, ASV`, T'w t` TREE P/~71-ECTlBN FENCE
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1 ~ i i 1 k A ~ A r ~ ~ ~ ~ v \ r ~ , ~ The Engineer does natguarantee that alt existing faCZEbt1ES SllCh -E~---0 TREE PROlECl/ON fENCE
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i f connections, or other Jacuities are snown on the mans. It snag w ,R=«^C QO
, be the Contractor's responsibility to have all utilities located by BUFFER L/NE CC Mi
N SCALE. 50' .E; IN - 5V their respective owners, field mark the utility locations, and Cz ®n
` 50' . . 5V /OV protect all such existing facilities prior to beginning construction. wErZAwas
y
%Mmi The Contractor is fully responsible for noting all utility owners DUMNSNo. in accordance with NC General Statute - Chapter 87, Article 8, mom sar FENCE C&TZE7
t ~ ~ f The Underground Damage Prevention Act. I C-204
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NOTES: N ro ~ ~
FOR LEVEL SPREADER AND POND DETAILS, SEE SHEET D-IO ~ ~ ~ ~ ~
-EMERGENCY SPILLWAY PROTECTION TO EX"~END THE EN77RE ~W rmi?N,~~
Z x=mm~ WIDTH OF WEIR AND UP SIDE SLOPES TO ':i'OP OF BERM _ o o,,,, mW01613
< (USE OPTION 1 OR OPTION 2) ~ a ~ 3
ALL CONSTRUCTION MUST BE IN ACCORDANCE WlI'H THE NPDES REQUIREMENTS
FOR STORMWATER INSPECTIONS FOR GENERt~L PERMTI' NCG010000-LAND DISTUR$ING •
r- ~ ~j ACiTVlITES. ALL EROSION AND CONTROL FACILTI7ES AND STORMWATER DISCHARGE
1 if f ~ OUTFACES MUST BE INSPECTED AT LEAST O.NGE PER SEVEN CALENDAR DAYS AND WITHIN
~ ,y ~f ' r I Y !I
s~/ ~ ~ ~ < 24 HOURS OF A RAINFALL OF 0.5 INCHES PER 24 HOURS. PERMTITEE MUST I~'EP A ~o~y
t-1~ ° I r f ~ i RECORD OF INSPECTIONS. o~; r ~ ~ r
~1 `I ,1 j l.~ J I r} f. ~
t-i ~ ~ ~ E._.~ 1 f~~
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f J ~ ~ ~ 4 ~
,a%~ ~ ,i / 2!~ 7 DATE: 11119/2009
d' t. I ~a I ! ' DRAWN BY: DFBIRJF
1 ~y iV\ ~ l ~ Q CNECNED BT: IADA
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~ ~ g19 J ~ ~ ~ ~ DIP ` ~ m DATE; 1111912009
ii ~ a e TER NE y_ Qia i WATgERUNE ~ 3pa ~ cr~k. ~ 1P~ ~ ~ o~a~ er: oFa~aF
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d' i23 14 iuS~ ~ ~ ~ General Notes: ~ a Ni a u~ ro n m
C~ w - ~k.~- ~~Q ~ r ' 7 ; i ~ ~ ~ of ~ 122 tsa ~ Sanitary Sewer
I t _ ~-q~_ ~ La Q - - - _ _ _ lh2 143 146 168 i ~ ~ tag 's' 1.Minimum round cover of 3'-0" to be rovided for all Sanita Sewer Collection lines 4" and lar er in , 9 P ry 9
} 8" OI 'k non-traffic areas, If minimum cover is not provided, ferrous pipe shall be used. WATE LINE 2.Minimum cover of 5'-0" in traffic areas to be provided for all collection lines 4" and larger. If less than
r' r n..''1 v'~l Y._, 5`-0",ductile iron pipe shall be required in Class 1 bedding (minimum cover shall be no less than 3'-0").
~ ~ uauo - _ _ 9 ~ .d ~ 12 ~ ~ _ ~ .p 3.Minimum slope for 4" and 6" Sanitary Sower collection lines shall be no less than 1.0% with cleanouts ~ every 75 linear feet.
~ 9 45 ~ ~ ~ t _ 146 t61 ~ ~Rl~ - ti50 a 4.Maintain 24" vertical separation from storm sewer or ferrous pipe shall be used for the sanitary sewer. '`'0 +a' ~L ,53 w Also maintain 10 feet horizontal separation and 18" vertical separation under water mains or ferrous
1 ti _ _ s` pipe shall be used.
, se ~ F , ~~---~._/'~-...f'~ ~ 1 01 ~ - C'am` ~ Potable Water
l " ~ ~ --"'-~--=-x-...._.- l-. ~ - `
W ERLI 49 4e 34 m ~.4~~ fi g6 6 l~ ~``"~==~A-e~ _ -_____r ^ " iE 1.Water main to be installed ai a depth with a minimum cover of 48",with 18" vertical clearance ~ ~ T` - - ~ ~ minimum (separation must be over sanitary ;,ewer) from other underground utilities and 10 feet
7 9 f 6R 64 W TERLINE C ` 'r~ * - horizontal clearance from all other utilities. W ~ s ~ ~ ~ 2.Pressure reducing valves shall be provided if pressure is in excess of 80 psi. ~ AA
45 ~ ~ ro ~ Yin Z
~ / ~ se ,Z - d3 " ~ ' ~ General Utility ~ J ~ Z
g4 Z i , 51 \e \ 1.AII water and sewer mains within public easements and Rights~f-Way to be owned, operated, and ~ ~ j ~ maintained by the public authority, ~ ~ Q
6" DIP a ~e WATERLINE ~ir~ ~ eq 'a2 72" DIP x3 ~ WATERLINE _ ~ 2.All construction to be of the local authority :standards and spec'rfications. ~
s'l ~ ly , ~ O ~ 3.All Underground utilities are approximately located. Actual location and depth to be confirmed in field ~ prior to construction, ~
4~ ~ 6 ~~q 3q p _ - 90 s R2 53M~/~~ o _ y 97 ~ 4J ® ~ W ~
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4~, V BOOK OF MAP$' 1988 PAGE 1602 j - ' ~ - - - - ~ r~ ~ ~ ` i
r r _ , _ > , i _ ' - i r , F z , "1` ~ 0' SANITARY WER-EA ENT
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EXISTING 20 SEWER EASEMENT p ~ ~ ' - f ~ r. BOOK OF MAP6 '1988 PAGE 1602 - ~ ;K - ~ P; ' ~ ~ f f r< ~ g, _ 6AN ARY % ~ - ~n~„.. I_iNE~
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50.05 144 N 43°08'33"E 100.057` ` ~ ~ , _ _ ~,°~i i~ 95 N 30°33'5"E !94 N 65°53'19'"Nl 46.736' " 145 N 46°16'48"E 49.971' ~ ~ ~ ~ ! r , ' ~ ~ ~ ~ ` , ~ N 03r5'56^N 231A1 ® N P48'2G'f 24537 ~ N ~ ~ ~
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99 N 15 5547E 50.28 " 198 N 59°15 44 W 50.542 ~ ~ ; 2 ~ ~ i ~ " 149 N 57°43 35 E 50226 ~ 1 ~ t 100 N 12'39 34 E 50.00 Igg N 60°!4 30"W 52.410 \ ~ . !3 N lf56'OaE 4197 ® N IZ56'!3E 18196 ~ ~ t
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105 N 05°39'48"W 50.050' 154 N 591640'E 49.900 204 N 66°24'44"W 42°004'', } , QA , - y~ ~ ~ ~ ` ~ 1 !55 N 55°22'53"E 50.0!2' , ~ ' 106 N 07°02'S4"W 100.043' ° 205 N 67°42'13"W 49.fi54' ~ ~ ` t ~ ~ ~ i - / ~ ~ + A , ~ ~ 4~ Xd j ' ~ ~ ® N 20'05'5314 I%58 ® N 2!22'08'£ 318!9 .
107 N 04°20'20'W 99.893 156 N 47 22 36 E 99.790 206 N 6544 54"W 45.67 _ I rv ~ ~ ~ ~ ~ I' , , ~ " ,1; ~ , ~ l~ ~ 2® k 7I5907W 3117 5® N 87'46'54£ 20926 'y l? . ,
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'.MM
NOTES: EXISTING POWER LINES/EASEMENTS TO BED'
RELOCATED AFTER FINAL DESIGN REFERENCES:
WAKE COUNTY PIN 1851441044 EXISTING VEGETATION: DEED BOOK 8360 PAGE 745 SCALE. i p 20(Y L.l t \ I i /
FRANKLIN COUNTY TAX MAP C-8 PARCEL 40 ry 20/y 40V DRAWING NO.
20 YRS) All NEUSE RIVER BUFFERS ARE MEASURED I. Young loblolly pine 00
FROM TOP Of STREAM BANKS 2. Older loblolly pine (40 to 60 YRS) ,f
3, Upland Mlxed hardwood (40 to 60 YRS) 4. BottOmland Mlxed hardwood (40 to 60 YRS) EX=l 00

SCAL~r > JO'
O' 3CY 60' d 30° 60' r z
Q
f ~ ~ 4 V
, ; _ r---- ,
n ~ ~ D ~ ~Nmz
EXISTING f S ~ - E ~ _ ~ q ro~mmW
,AIiiD PIPE -~4_.. _ ~ _ _ 5tY NEUSE BUFFER ~ ~ ~i~~~
~ ; u ~ ~ - -.u, _ , ~ ~ O.NN~ ' ~ ~ ~ Z KItO~E
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. _ p ~z oa~,~,3 m aa,,,,3
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STORM MH _ _ _ ~ . , z - i ~ p i ~ r •
' r; - - - ~ w~
' , ri~<f ~
s~f ~ ~ ~ ~ Its, ~ _ x BIORETETI~N'J'
- ;E,, BIORETENTION AREA CONSTRUCT ON OTES: ~
. I rte` ,~%`,~;i ~ ~ { a
. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE SLOPES ~,r UNDERDRAtN-TYfr ERDRAtN TYP. 24"DIAMETER- _
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION f r r RISER ~ ELEV 325 1~
OF THE BIORETENTION AREA BEGINS. ~ i , 'ftl, CLEANOUT'TYP, fANOUT TYP. !NV DUT- 321b7
~ i PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30a i W_._
_ , ~ / f~ I HYDRAULIC (;ONDUGTIVITY OF THE SOIL SHALL BE BETWEEN 1-INCH AND 2-INCHES PER HOUR. ; ~ - ~
I ' _ _ - _ - - _ - ~ r 0~0 ~ -d- . . ~ ~
ALL BIORETENTION AREAS SHALL BE GRASSED CELLS. THE BIORETENTION AREAS ARE TO ~ ~ , ~ , , - , ,
BE SODDED AND THE SOD MUST NOT ± ; ~ w~ _~.~~~..~..._...~.._s~_ F~_ - ;`;1 ,r,
BE GROWN IN SOIL WITH A CLAY LAYER. ' ~w _ _ _ 0 ~ ~ . ~ ''o~.,, - _ _ ~ DA?E: 11/1912009 r ~ ' ~~4 0RA9YN BF DFBIRJF
_ - - d.__..~_~ ~ 0;o
_ , . ' ~ X.24" CMP OUTLET . _g THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE AS FOLLOWS. ' r' ~ ~ ~ A ~ CHECI0:0 BT MDA
85-88% SAND r i l 275-LF ~ 5A% r , 8-12~ FINES ±f;~ RETAINING ~,r, ~ . ~ PRDdECTNO. 2009023.00
- - 3-5% ORGANIC , ~;_a i ~ . ~ ~ a•. " ' ~ W ~ ~ ~ 0~ , ~ x
- v ' ~ _ . ~ CLASS 8
WET POND CONSTRUCTION NOTES. ~ , ~ R!P RAP ~,,.'"0 ` "
ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE ~ ~ V 'O .r`' 1 . 6 ~ ~ e
CLEANED OUT BEFORE IT IS CONVERTED ~ f _ , t ~ ~R- ~ C f`'ti
TO A PERMANENT STORMWATER BMP. 1 f 0 / r f t- r , , ~ r
I ~ , MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO ~ y
APPROVED FLANS.
r ; - n, ~ 4 l'4 \
I R TRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET INST _ ' W-~"~~ IF R SE S ALL RISER/BARREL ~ ~ r - , ~ ~
- ~ r PER DETAILS. - ~ ~
- - - - --r~~~ ' ~ f T _ ~ w c
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. _ V ' a _ -1----.._ ~ o~~ - ~ ~ e
w~- - - - WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER INSTALL LEVEL OUTLET STRUCTURE PER ~ I ~4 ~
" ~ { . APPROVED PLANS DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AREA ~ ~ ~ ,r'" ~ s
~ l ~ HAS BEEN STABILIZED. { - ~--f`` f 1 r` / ~ ~ ~ ~ / ' ~ A i
I ~ - ;;d- ~ ~ - ~ ' , ; s ~ .,0
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/ ~1 f_~~,, 35 DIAMETER - f,~ ~ ~ ~ 1
'`RISER ~ ELEV
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~ > - ~ 2` ~E ~ 3.25 ~ ` a , , , 24" 1 BUT= 330
, 1 ~ ~
50' NEUSE .BUFFER n t `
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, F
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_ ~
- ~'f _ ..j r r FESINLETQ CLEANOUTTYP. OVERFLOW BERM
_ _ _ _ . - ! F/°, ~ F ~ EL 325.5 ~ ~ ~ ~ y EL 325 EL 326 SOD LAYER EL=324 3;q
EL=321
3' SDILMEDIA ~ 1 DO LF 18"CMP 0.67°!0
8" GR44'EL 12" UNDERDRAIN OUTLET
4"PERFORATED IWS EL=321.67 5CH 40 PVC
UNDER DRAIN (~D, 0.5% IWS DEFTH =12"
TOP EL=321.67
BOTTOM EL=320.67
CLASS B RIP RAP / /
W
0 UU ~v
®W
TOP OF POND ELEVAilON=335.25 10' SHELF AROUNU 10' SHELF AROUND EXISTIiNG
PERIMETER OF TOP OF WEIR OUTLET TOP OF BERM ~ MAIN POOL STRUCTURE EL. = 333.D0 1TLET TOP OF POND = 333.DD PERIMETER OF ELEVATION=335.25 STORM MH MAIN POOL
ELEVATION = 334.00 PERMANENT PODL ELEVATION = 331.25 ~ - PERMANENT POOL ELEVATION = 331,25 3:1 SLOPE
3:1 SLOPE \ EL 331.75
BOTTOM OF POND ELEVATION = 327.00 2:1 SLOPE EL. 331.7 \ @ EOLE`! 331.25 2:1 SLCPE FOREBAY 10:1 SLOPE ~ BOTTOM OF POND ELEVATION = 326.00 IGE EL. 330.75 10:1 SLOPE 331.25 3:1 SLOPE
EL. 330.7 MAIN POOL
LINER 3:1 SLOPE
NOTES: EXIST 24" CMP OUT i
274-LF ~ S.DD% NV=316.25
1) THE POND SHALL BE CLEANED OUi WHENEVER SEDIMENT ACCUMULATES TO A DEPTH OF 25% OE TOTAL DEPTH.
2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE
3
DUIVNG NO
BMP 1

~W
SCAL~r ~ 30' SC.4LLa ~ 3G' F Z
Q
lY 30' BO' C' 30' 60' J
~ _ ~ h, I I p f m
I L17 ~ ~ I E M ~ ti 0 ~
, ~ L~~ , ~R NNtOI
115 CF ; i s ~ ~ ~ I 24' RCP ~ 2.91%: t g t ~ N .mmW
i ~ o - t ° r- " , ; ; . , ~ ~ 1 rn~~y ~~8 4
. ~ ~ Z xommf
~ t ~~t- ~ ~ mWu~m3
y _ a 1 r ~ W d~~~~
r. I ~ 3~7
/ y
i ~ ~a ~ 7~2 LF LEVEL ~ ~ . ~ } Y ;
`fiSPREADER C~, ~ ,
UP EtEV • 297.50: ~ r . ' - ~ ~ 1 , ~ ~
~ ~ e ~ ~ '~,M1 ~ 1 _ _ - _ I _ _ ~
50' NEUSE BUF E{~---? _ ~
y g ~ - ~ v, ~ ~ ~
1 ;u 3G,,QIAMETER RISER..
WlTN 2° ORIFICE ~ ELEV 303.75 _ I
/ f ~ ~ ~'4" BARREL ~ ~ ~ -r' ' ,
o. f~ , INV OUT-301.35 ~ 29l/ ~ _ j ,i ' ~
~ ~ ~ _
CLEANOUJ' 7YP. M
~ o ~ ~ , 9 UNDERD AJN TYP.
i~ i' r ~ ~ ~ r a f "
~ ~ Q / " ~ IAMECER m ~ ~ ~ / 12" D R ' ~ DATE: 11(191E009 / -
BO LF ° / r RISER CREST i r J ' ~~r- DRAWN 81:' DF9IR,IF
12" RCP ~ 1.56/.. l , , ELE1~ ~ 335 ~ 12' BARREL ~ w ~ ' ~ CHECKED BF MDA
g o~ ~ , ~ ' , OUT°331J7 w ~ ~ ~ 1 ~ ~ Q3 ~ ~ PRDJL~T ND. 2009023.E
M o~ o, ,f _ 1NV _ ~ m M M o M' ~ ~ 1 { i
rr a M MO - ~
{ i I ~ ~t a i ~ ~ , / l , n,
i a ~ ~ ~ ~ O i ~ M ~ ~
M. _ ~ e
CLASS 8 ~ ! RIP RAP , ~ ~
ti _ 336 ~ ~ i 336 ~
a - , 0 t ,
; ; M~ ~ ,N cr, M _ I a ~ ~
o~ ~ M o 0 o M ~ ~ 0,50% M ~ - 12" CMP ~ ~ ~ a i ~ 050% % ~ ~ ~ ~
,i ~ ~ I
1 ' ~ ,fig
r g6~ _ 307 ~g1 ~ ~ ~ ~ ~ o ~ I
~ - ~ 3~ I i /r_ ~ ° I
~ Q ' i N ' ~Q~' ~
I f' 0~' ' , _ _ _ 306 i i 06 w e~ t ~ l
r ~ _ i
N ~ _ _ - ~ i
_ o , ~ ' a 1 :
, o a o~ 1 _ I t o
$ _ ~ ~0
~ _ I Q
>
~ ~ - - N ~ ~
~ i ~
. _ ~ , ~ 50'NEUSE BUFFER M %
_ -
y ~
W Za
3 ~~a ~ J
~ Q
CLASS 8 RIP RAP v
9 9 Z = 1 \ /
I JT~~ V EW ~
TOP OF POND ®~o y -+®z
ELEVATION=307.00 10' SHELF AROUND PERIMETER OF TOP OF WEIR OUTLET OF WEIR OUTLET 10' SHELF AROUND TOP OF POND W ~ n PERIMETER DF a ' W
TOP OF BERM MAIN POOL STRUCTURE EL. = 305.00 ELEVATION 305.00 1CTURE EL = 305.00 MAIN POOL ELEVATION=307.0 W ' H W~~/
305.00' PERMANENT POOL ELEVATION = 303.75 Q PERMANENT POOL ELEVATION = 303.75 CJ ~ 3:1 SLOPE ~ ~ 0 Yi
EL 305.00 3:1 SLOPE ~ - 2" ORIFICE BOT70M OF POND ELEVATION = 300.00 Q;1 SLOPE EL. 304.25 EL 304.25 ~ ~ ~ 2" ORIFICE -EL. 303.25 10:1 SLOPE ~ ~ W
2:1 SLOPE FOREBAY ~ BOTTOM OF POND ELEVATION = 298.75 ®ELEV 303.75 1C:7 SLOPE ® ELEV 303.75 3:1 SLOPE
EL. 303.25 MAIN P~
LINER 3:1 SLOPE BIORETENTION AREA CONSTRUCTION NOTES: ~ W
NOTES: 115LF-24"RCP®2.91% ~ W PE!
ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE SLOPES 1} THE POND SHALL aE aEANED auT WHENEVER SEDIMENT AccuMULATEs I~ V =298.00
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION ro A DEPTH aF 25% of ToTaL DEPTH.
OF THE SIORETENTION AREA BEGINS. 2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE CONSTRUCTION IS COMPLETE,
PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 3D. 3) VEGETATION SHALL BE PLANTED ALONG THE ENTIRE PERIMETER OF THE POND PER THE LANDSCAPE DRAWINGS.
HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1-INCH AND 2-INCHES PER HOUR.
ALL BIORETENTION AREAS SHALL BE GRASSED CELLS. THE BIORETENTION AREAS ARE TO SCALES =10'
BE SODDED AND THE SOD MUST NOT g y p' la°' 20'
BE GROWN IN SOIL WITH A CLAY LAYER. Z
THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE AS FOLLOWS:
85-88% SAND O
8-12~ FINES N
3-5% ORGANIC ZZ
W®
WET POND CONSTRUCTION NOTES: I~
ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE W
CLEANED OUT BEFORE 1T IS CONVERTED ~v
TO A PERMANENT STORMWATER BMP. -CLEANOUTTYP. CLEANOUTTYP. OW ®y
BERM OVERFLOW m
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO EL 336.50 EL 335.50 SOD LAYER EL=334.50 ®A
APPROVED PLANS.
2' SOIL MEDIA IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL - ZZ
PER DETAILS. UNDERDRAINOUTLET 4"WASHED SAND QQ
EL=331.07 20 LF 12" CMP (c~ 0.50°k EL=331.17 ~ B° GRAVEL 4" PERFORATED ®Z
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. scHaoPVc ZQ
UNDER DRAIN (a~ 0.5°1°
WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER ®J
APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AREA
HAS BEEN STABILIZED.
i
u
DRAWING NO.
BMP 2

F
SCALEr ~ 3C." z Q
J
' ~ / Z t7 Q ~
~ 0 / ~ ' - ( tl ~ C1 !E. f, NNmZ
z _ N r' rrp ~pJ N NNW
~ pntODlf ` _
/ ~ ~ ~v- 1_ _ ~ ~ m~mm3
~ ~z oa'~3 ~ i ~ w a~?'m3
_ S0 LI - / , f ~ a,.
_ , , - ,t
- _ - _ 58 lF - 24"RCP ~ r
_ 110 lF LEVEL SPREADER _ 4 . _ J8' RCP ~ _ _ t1P ELEV - 307.00 ~ 050% gr ~ r
1 ~ j
Pr _r ~ l I t, ~ ~ i
T1 ~
_ - 311 12 ,
CLASS 8 ~v . . _ _ 311 RJP _RAf' _ 1
- 12 311 rt f l r ~ 7~ f
1 1 r I
_ _ 31p O9 3 w•
- _ 30g
v - _ . / ~ ~ 24' RC ~ 6J8
307 X06 a _ 03 E7ER 3 42" DIAM ' i 1
_ _ ER CREST ~ RJS
32 ELEV ~ 310 ± J . oAtE: iu~s~zooe i
. _ WJTN 2" r ELE1/ 307 - 1 ~ DRAWN B'F DP8IRJF
- ORIFI _ _ ~ e . -308 ~ 0,75/. CHECKED Bw MDA
- _ 24' BARREL _ - --_r _ ~ X02 INV OUT a ~ ,P~ ~ + PRDdECT ND. 2DO9O23.~
_ - _ - _ CP OUT•30725 ~
30 ~.,_.:.._~.m- ww.w----- - 306 Z , , _ 1
N y I t I~
r, - 307. , , - - _ ~ _ _ ~i'•, di
- _ _ - ~ N _ 309 333 r / M a ~ _ f ~~i ~ i M ~ ,
X10 w
t _ _ M h~ - i ~ X20 ~ 1
r _ 0 ti~ - _ ~ ~ , ~ i i ~ 'I e , ~
~ - - 4 1 K , . - ~ ~ ~ ~ 3 ~ ~ j i
1 ~ ~ ~ _ _ I is y _ ~ , ! - t ~ ~t
I A ~ ~ ~ . ti~ i ~ ~ 9~Q2 ~ ~
_ ~ ~ - ~ _ s ~ ~
I \ \ ~ ~ 5 335 3 _ ~ 3 1 ~ ~ o
a i 1 332 ° ~ ~ _ ~ .'!'yl o
. ~ ~ I - ~ti - s ~r_ ~ - _ I, ~ ~ ~ I ~ ~ ~ ~ ~ 1 1 ~~I ~
~ ~ 1: 'g _ _ ~ _ _ 2
~1 r ~ ~ i -
l i i ~ 3 1- - _ _ t g ~ ~ l ~ v ~
~ ~ n I - I , ~ - r 1~
I II ~ 1 - ~ - ~ 1 . ~g6 ~ ; o
i ~ I: A_ i ~ 4" ~ ~ _ ~ ~ r s I~ ~E t ~ ~ { - ~
I t A ~ - ~ " , _ . ~ ~ ,.1 ~ _ ~ ~ 388 _3g -i } ~ ~ 1 - ~
~ ~ t p ~ 1.7 _ ~g ~ ~aMamm~ao
. i ~ ~ i ~ 4 ~ 1 ~ 1 ~ ~ I
' ~ , i a I I ~ ~ i
I _ i i ~ I i ~ r' r _ ` ~ l ,
~ T ~ _ ~ ~ 1 ' _ ~ ~ I ~ ~ i - - y s _~..1
538 - _ - _ I y 6 _
V
W
n a
~Q+ V
9 9 ~g~
O W y OW.~~
vs W g =
Z W W tin
®W W o ® O
CLASS B RIP RAP
~ ~ O W
~ o~c a W3
TOP OF POND ELEVATION=312.00 10' SHELF AROUND 10' SHELF AROU 10~ SHELF AROUND TOP OF POND
PERIMETER OF TOP OF WEIR OUTLET PERIMETER OF TOP OF BERM MAIN POOL STRUCTURE EL. = 310.25 MAIN POOL PERIMETER OF ELEVATION=312.00 MAIN POOL
ELEVATION = 308,00 PERMANENT POOL ELEVATION = 307.00 Q - PERMANENT POOL ELEVATION = 307.00 3:1 SLOPE
EL 308.00 BOTTOM OF PaVO L V T N = 3:] SLOPE 2'~ ORIFICE EL. 306.50 EL 307.50 EL 306.50 10:1 SLOPE
E E A 10 303.OQ 2:1 SLOPE EL. 307.5 ~ ®ELEV 307.00 2:1 SLOPE FOREBAY 10:7 SLOPE ~ OOTTOM OF POND ELEVATION = 302.00 3:1 SLOPE 3:1 SLOPE
EL 306.5 MAIN PO
LINER 3.1 SLOPE
NOTES: 50 Lf - 24" F 50 Lf - 24" RCP ~ 4,00
1) THE POND SHALL BE CLEANED OUT WHENEVER SEDIMENT ACCUMULATES FES INV=306
TO A CEPTH OF 25% OF TOTAL DEPTH.
2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE CONSTRUCTION IS COMPLETE.
3) VEGETATION SHALL BE PLANTED ALONG THE ENi1RE PERIMETER OF THE POND PER
THE LANDSCAPE DRAWINGS. SCALE: P' ~V
0' l0' 20' O_
WET POND CONSTRUCTION NOTES:
O~ _v
ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE
CLEANED OUT BEFORE IT IS CONVERTED Zy
TO A PERMANENT STORMWATER BMP. W®
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO
APPROVED PLANS. WZ
~Q
IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL AZ
PER DETAILS.
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS Ih'ITH GROUNDCOVER. 00 ~
0.
WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER
APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AREA
uec R~~ni CTeR1117Gt1
i inv ~~uv ir-iu~u~w.
DUVnNG NO.
BMP 3

O' 3CY 6C'
i „ t ~ r, a ~ Z r~ } r
t ~ n t ~ ~ l~, r ~ ~ ~ ~ _ d ~ i Q ~
i g j k.'V%' W~ f 334; ~
F CLASS B > r' << r" 1 I" r'' ~ ~ ~ ~ Z ~ ~ Q
RIP RAP % F 1
I I ~ J ~ >k i ~ F ~ ro m m
E ~ I x 1 f ~
~ A , ' CLEANDUT TYP. ~ • ~ i 4 ~ I, ~ w ` ~ m W •NIOD ~ Z XOfllWF
/ 1 f~ i I 1 ~ . , „-_a -a,. ~.~,n , / f t
~ ~ ~ 1 I '3'~ f
- - - ~ UNDERORAIN TYP. ~ ~ . ~ l _ ?
_ _ ; t _ ~ _ - , _ , / a
- - B - ~ j ~ ~ r ~ ~.ar ~
~ ~ axasa " ' t Fir l i ~
- l / ~ f F . ~ ~ ~
j - _ 8 ,1,r ~ ~ - _t
l Z~ r,.a ; r' R ~ / ~ - r
r I fI j ' ~ M~
3Op' 30" DIAMETER . t , p' i i _.ti_~ i. a .....s ~
RISER ~ ELEV314 a ~ ~ ~ , 8Z 1.~` 24` BARREL s , f i .m...-- 1 r _ -J ~ f
,r INV OUT=309"67 ~ 1.86% , 1 / 3~? _ ! _ -
r _
1~ ~ ~ ~ / , : , ~ Z~ ,r , t P,,,_-~
~ ~ l 1 /r
~ e / ' g
_ _ 36 LF - 24' CMP ~ 1.86% F ~ ~j~ ,
- M. / f i ~
3 C WET P®N D° ~ DATE: „11912D09 ~ ~ DRAWN BF DFBJRJF
CLASS 8 1 , _ RIP RAP i CHECKED BT: MOA
_ - - - /1 p
F1 % a' i F ~ PROJECT N0. 2009D23.OD k.
~ r c a A t'w i
f ~ r - r' N W r N rv ~ ~ ~ , .
O ~ r. Ir ! / M i ~ ; ~ it
50' NEUSE. BUFFER ~ o~ ~ ~ ~ y, ` M N l,~ d~ N i T
~ ~ - / ~ ~ , i l,f , ~ / ~ ,
j; ~ i ~ r , _ r , , J, ~
_ , , . , ~
i ' ; ~ i ~ _ t ,3 t , 3~S>y 1~ 3'S
- - _ 1 ; f r r t 1 ~ t
- 55 VI / ' ~ r fl
3p" RCP ~t tft 'r 9 l ~ ~ ~ I ~ ~ w~ ~
t, ' ! i ~ - i t~ f 1 3 ~9 r ~ ~ o i
- t f ~ I r ~ r ~ . ~
_ ~ 3 , S ~ '
_ ; r
_ _ r ~ , - ~ 1 I
/J ~ _ -
ER 35 D1
R CREST RISE ~ 3165 ~
70 LF - ELEV • W1TM 2` f ~ N I
24 RCP 315 - 1 ~ 6J8% ORIFlC ~ j / 315
24' BARRE ~ ~1% l02 LF LEVEL SPREADER ' w'
UT=3!3.33 ~ p r _ _ ~ ~ , ~ PUT 3 Z 0~ LIP ELEV ®3!050 M a; m~ ~ m =3N
t 15" RC . , ~ : ,
P - I ;
t ; I
`r 5O'NEUSE BUFFER I
~ v
W ~a
z_
_
~ ~Q
v
BIORETENTION AREA CONSTRUCTION NOTES: ® ~W~
y ®ao
ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE fN PLACE AND THE
SLOPES DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE Z ~W~
®
CONSTRUCTION OF THE BIORETENTION AREA BEGINS.
9 9 ~
PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30. ®W
3:1 FESINLET(t~ CLEANOUTTYP. CLEANOUTTYP. EL 314,5 CLEANOUTTYP. ® ~ OVERFLOW BERM ~ W
HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1-INCH AND 2-INCHES EL 314 3.1 EL 315 y
SOD LAYER EL=313 L-313 - ~
I
2' SOIL MEDIA
ALL BIORETENTION AREAS SHALL BE GRASSED CELLS, THE BIORETENTION AREAS - ~=-~°~°~-~~~~~~~~R1S~~~~~~~~ ~ ~~~°~~°~R~_ 4 WASHEDSAND J / UNDERDRAIN OUTLET 36 LF 24" CMP (a~ 1.66% EL=308.0
ARE TO BE SODDED AND THE SOD MUST NOT BE GROWN IN SOIL WITH A CLAY LAYER. 8"GRAVEL) 6" PERFORATED SCH 40 PVC TED EL=3D9.67
UNDER DRAIN {c~ 0.5°1° IN {c~ 0.5°1°
THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE AS FOLLOWS:
85-88~ SAND
8-12~ FINES
3-5% ORGANIC class ° RIP RAP
TOP OF POND 10' SHELF AROUND ELEVAT10N=319.75 PERIMETER OF TOP OF WEIR OUTLET 10' SHELF AROUND TOP OF POND
TOP OF BERM MAIN POOL STRUCTURE EL = 316J5- PERIMETER OF ELEVATION=319.75 MAIN POOL
ELEVATION = 317.00 315.50' PERMANENT POOL ELEVATION = 315.00 Q PERMANENT POOL ELEVATION = 315.00 3:1 SLOPE ~
WET POND CONSTRUCTION NOTES: / ° BOTTOM OF POND ELEVATION = 372.00 3: i SLOPE 2° ORIFICE EL. 315.50 EL. 31 h.50
2:1 SLOPE EL. 315.50 ©ELEV 315.00 3; ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE 2:1 sLOpE FaREenr 10:1 sLaPF ~ eoTroM of POND ELEVATION = 311.oa 10:1 SLOPE 3:1 SLOPE
EL. 314,50 MAIN P~ CLEANED OUT BEFORE IT IS CONVERTED
TO A PERMANENT STORMWATER BMP. LINER 3:1 SLOPE y
NOTES: 70 LF - 24" RCP ~ 6.18
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO 1) THE POND SHALL eE aEANED ouT WHENEVER SEDIMENT accuMULATEs FES INV=309.00
APPROVED PLANS. To A DEPTH of zs% DF roTaL DEPTH. n r ~
2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER~BARREL cGNSrRUCTION IS coMPLETE. SCALEe to - jV
PER DETAILS. .3) VEGETATION SHALL BE PLANTED ALONG THE ENTIRE PERIMETER OF THE POND PER 0' 10' 20'
THE LANDSCAPE DRAWINGS.
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. 00 ~
WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER ' ~
APPROVFff PI ANS /~FTAII S. Ol1Tl FT STRUCTl1RE MAY NdT BF CONSTRIJCTFD UNTIL AI_I l1PSTRFAM ARFA ~><l~~ T Q n N I n D C ~ TI (1 ~ I ~ ~I ~ ~C<~
HAS BEEN STABILIZED.
u
BUM NO.
BMP 4

SCALES ~ 3CY a
O' 3®' B®' z a
.F' ~ t ~ ~ Z x o
~ ~ ~ ~ ;
y _ _ - r- / r _ _ ~ ~ U ~ NNmZ
~ i 1 / m N "NOW
j - ~ ~D~~~ W mZ~~'
ii r,, ~ i' / ~ ~ Z XI~mF
11 11 _ _ f 00„„ ° n mWmm3
f . ~ f I I ~ 'i ~ l z oa~~3 W aa0i0'3
~ 50'NEUSE BUfF ~ J ~ l~ . ~ 'i ~ ~ r; I ; \ s
~ ~ ~ x'
f ~ ~ i - t ~ ~ i '
_ ~ f ~r'~ J~ ~ / ~ ~ / ~ ~ fir' % ~
~ ~ ~ ~ ~CLAfiS B ~ - ~ f ~ ' ~
~ i,1 / / / / RIP RAPS A s~
/ ~ ~ ; / i~ ~ ~ r, - ~ / d ~ / i ~ ~ , >
i f ~ / i J ~ / l F f r i 6e / ~ ~ 6Pk73 D
/ a / f i ~ / ~ ,f~ ~ % RIP RAE' r , ~ c , r ~ ~ ~ ~ ~ ~ ~ ~ y
~ _ _ _ . , ~ ~ ~ r s~ ~ / ~ r i' ~ ~ r ~ ~ ~ / ~ '
' ~ ~ ! I ~ ~ / ~ , ~ , ' { ` , ~ r / ~ ~ l
j. ; =~G'CEANOUT ~ rYP. ~ ~ , f 1 ~ r > i "
~ ~ ~ I t ~ ~ ~ ~ ~ / ,q
~ / ; i _ - ` 9
UKI~-R~RAIN TYP, ~i, ~ ~ c ' _ _ / i _
~ ~ - _ , , r - - . -~r i i _r ~ ~ ' DATE: 11/19l2D09
- - ~ ~ r _ ~ r > I ~ _ , DRAWN BY DFB/RJF
i ~s~ / / / t',. /y ~ f ...J ~ f/ i CHECKED BY MDA
l ~ r• r„ f` / s r i PROJECT N0. 2009023.00
r J-- - % ~ . ~ ~ JT~ - r ~ ~ ~ f ~ r' ~
ij ~ i ~ ~ r ~ r - r i r ,r,
~ r i i' O ~ ~ ~ , ~ ! i r ~ / - / J / / ~ ,v. ~ _
30" DIANET~R ~r, - - , ~ RISES ~ ELIV'~331 % ~
~ - 1N1/ OU1'•333b"~~'.rff -Q.50% _ - h
F 9

NEUS , BUfrFER~ _ i = , ~ ~ , _
1 ~ ~ r ~ ~ ~
~ - y ~ i r ~ ~ ~ ~ ~ i
W r , ~ ~p r - . i m 0
l~r
r _ , , - ~ ! ' 3 N C Y
~ << ~ , r ~ - r O H
r..- w- L ~ ~ r ~ - 1,
\i' l - -
r r - - ~ r y
1 ~k $ y i f .i - ~ -Rl
~ ~ _y r - G ~~..tr ~ = ' - ~ ~ ~ W
. ~ ~ ~ ~ r O O N
d ~ - - i r - ; _ N
r N _ f V w , ~ _ l~Y r
~ ~ r ~ = ~ ~ = N P9 R ICJ t0 P 0D
I s ~ f r
,a _ I -i ~ . ~ . ~ ~ 1 s ~ ~
1 ~ ~ - ~r _ r ~ ~ ~ / J . - ~ ~ ~ -
~ l C - ~ r°' i. ` _ I ~j ~ _ j
~ t ~ - / ~ ~ ~ i 1
b r ~ - ~ ~ - - - B ~ , I ~ y ~ - _ / ~ ~ ~ _ ~ y ~ r v
- ~
,q yV
W i
Ysn
J
ppQ~~
0. ~ ~
~A~ ~ W~
SIO SON CONST£~UCTION NOT~E,S: Z
®WW
IIaI ,AND OSION CQ 0L ~CTIC~S LL S~ IN ~L~.C~ D T~I~ ®
® ® ®W
SLO~~S D N~ TO TII~ SI® ON ~ Sf~LL S~ STz~ILi I3O A
CONSTf~UCTIO O~ SIO ON ~ S~~INSa ~ W
~ ~
~A~IOI~~IO~US llV O~ TIIE SOIL S S 10 AND 3O" N ~
IIYDI{~ULIC CONDU TY Off` TII SOIL LL S~ 'S ~ 1 mINC~ adtNND ~°INC~I~S
f~~~ IIOUgo
ALL ~I® O ~ LL S~ C SID C e T~I~ ~I® ON ~
~ TO I3 SOD .AND TII~ SOD BUST NOT C~~O IN SOIL II CLAY Lz~Y~g"
T1I IiIO ON SOIL ~~DI~ S ,~S BOLL®915:
SCALES 1~ - !0'
~5°~~~ S ~ ~ r1 ~ ~ ~ ~ ~ ~ 0' 1" 20'
~°1 X96 ~ ~S ~ . J ~ ~
3-~°~ O~Cx~NIC
CLEANOUT TYP. CLEANOUT TYP. ;LEANOUT TYP. FES INLET @ F
BERM OVERFLOW EL 338 EL 337 EL 337 i ~ ~
SOD LAYER EL=336 3' SOIL MEDIA
IWS TOP ELEV=333.67 IWS BOTTOM ELEV=332.67
EL=333.11 UNDERDRAIN OUTLET
100 LF 24" CMP @ 0.50% EL=333.67 6" PERFORATED IWS SCH 40 PVC 8"GRAVEL
UNDER DRAIN @ 0.5%
IWS DEPTH =12"
rnP Fi =aas F7
BOTTOM EL=332.67
DRAWING NO.
BMP

F
z a
J
f
m
~Z ~ Qa W ~ V
~NN~Z 41 N 'm~'W
~ ~[7~~Y ~W ~Z~.=~
Z oommE
~ mJo,m3
~z oa'^3 W a~°'0'3
•
CAPPED CLEAN OUT PIPE
3-5' GRASS
OVERFLOW DEVICE
SOD LAYER
BERM BERV
I .
12" PONDING 3
DATE: 11/1912009
4" WASHED SAND - I i ORAWK B{~ DFBIRJF
FILTER FABRIC 2' SOIL MEDIA CHECKED BY: MDA
TRASH RACK W/ ANTI-VORTEX PROJECT K0. 2~9023.~
r _ SUPPORT BY OTHERS
i
i
8" X57 ST01v'~E TOP OF DAM WIDTH = 10' (MIN} !I
TRASH RACK BY OTHERS i
PERF. PVC UNDERDRAIN TOP OF DAM EL- SEE TABLE
DiSCHARG:- BARREL SLOPE TO OUTLET AT MIN 0.5% r
TOP OF RISER 18 3 FOR POND #5 SIDE SEE TABLE ~ I SEE DETAIL THIS SHE 'ONO #5 SIDE SLOPES, EARTHEN DAM - SEE SPECS a ! FAIL THIS SHEET ~1 ~ j
2 -6 m '
STUB ~ I I
.r-' ~ o I
BARREL INV. `'~l'~
SEE TABLE ~ m I
t::3 i
BIO-RETEN#ON CROSS SECTION NoT To scAEE BARREL OUTLET INV. SEE TABLE SEE TABLE I I
T - ANTI-SE~ATAB~ON BLOCK VVITN#T IN ERNA~ WATER .~T#AGE ZONE ELANGE cGNNECTION wi NEOPRENE GASKET ANTI-SEEP PLATE (TYPICAL OF 2)
W STAINLESS STEEL BOLTS SANDWICHED BETWEEN (2) a I GASKETED FLANGES W/ STAINLESS STEEL BOLTS e
~ alM aH +oin ao
CORK#A ,CORRUGATED METAL POND OUTLET STRUCTURE
NTS
T TYPICAE DETENTION
POND DETA I I-
~ ~
W ?a
y a~~
~J 3-5' GRASS ~ O O
OVERFLOW DEVICE ~ ~ a
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OPTION #1

TOP OF POND BIO-RETENTION CROSS SECTION NoT To scAL
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING A~~VY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. CREST OF WEIR WITH INTERNAL WATER S I ORAGE ZCNE ~
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. ...I
2. BEGIN AT THE TOP OF THE SLOPc BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH -
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES~STAKES APPROXIMATELY 12° (30 CM) APART IN 7HE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAIN'~~NG 12" (3D CM)
PORTION OF RECP's BACK OVER SEED AND GOMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES~STAKES SPACED APPROXIMATELY 'i2" (30 GM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HCRIZCNTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE 501E SURFACE. ALL RECP's MUST BE SECURELY FASTENED TC SOIL SURFACE BY PLACING~STAPLES~STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. W1-`EN USING THE DOT SYSTEM STAPLES~STAKES NORTH AMERICAN GREEN TYPE P3 PERMANENT SEEDING
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. OR P550 TURF REINFORCEMENT MATTING
(OR EQUAU.INSTA~L THE ENTIRE WIDTH -ALL EXPOSED SLOPES OF PONDS SHOULD BE SEEDI 4. THE EDGES of PARALLEL REGP's MUST BE STAPLED wiTN APPROXIMATELY 2" - 5" (5 CM - t2..~ CM) ovERLAP DEPENDING OF WEIR TO TOP OF BERM. EXTEND MATTING UPON COMPLETION OF GRADING OPERATION. LD BE SEEDED IMEDIATELY
oN RECP's TYPE, 3' INTO UNDISTURBED SOIL AND TURN DOWN. -IF SOIL WAS COMPACTED DURING GRADING PHASE 5 ~WI PH NOE~TH C AROLIROUE&SCING
_ SHOULD BE PERFORMED IN ACCORDANCE WITH NO~TF 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOFt MCST 6E PI~gCED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE DESIGN MANUAL SECTION 6.03.
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE -AMEND SOIL ACCORDING TO SOIL TESTS OR APPLY RECP's wioTH. ( GROUND AGRICULTURAL_ LIMESTONE AND, _~00 LB/ACRI ~ OR APPLY 3 000 LB/ACRE X00 LB/ACRE 10-10-10 FERTILIZER.
*u t: -SLLIJ MIXIUKL SHUULU IJL 4U-bU Lb/AUINL (1-2 Lb N LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (i5 CM) MAY BE NECESSARY TO BERMUDAGRASS MIXED WITH 40 LB/ACRE ANNUAL RY UNL (1-2 Lb/1 UUU 5F) OF UUMMUN
PROPERLY SECURE THE RECP's. -FOR OPTION 1, MULCH USING 4 000 LB/ACRE COMM( ANNUAL RYE~RASS. 'ACRE COMMON STRAW.
3 FOR OPTION 2 PLACE SELECTED TURF REINFORCEM REINFORCEMENT MATTING
OVER SEEDED AREAS ACCORDING TO DETAIL. EMERGENCY SPILLWAY -RE-SEED BARE AREAS AFTER 45 DAYS. TAIL.
OPTION #2 DUIMNG NO.
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