20000783 Ver 2_Site Plan_20091222

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INDEX C?F SHEETS
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SITE PL,AN ................................................................................C-100 a
SITE PLAN ENLARGED .C-101 W~
SITE PLAN ENLARGED .................................................................G102 Q~
GRADING & EROSION CONTROL PLAN C 200 0 h ~'t3
GRADING & EROSION CONTROL PLAN ENLARGED SOUTH ..............•C-201 ( ~ J NNmZ y ~ r r;, q n ~~mW
GRADING & EROSION CONTROL PLAN ENLARGED (NORTH) C-202 W r~rr~ W ~Z~~J
ROAD LEMONGRA55 LANE PLAN & PROFILE C-500 ~ d~~~~
ROAD LEMONGRASS LANE PLAN & PROFILE C-501
ROAD LEMONGRASS LANE PLAN & PROFILE C-502 Z 04P"~~ W 0.~~a~
TRADITIONS MEADOW DRIVE PLAN & PROFILE C-503 r
SPRINGTIME FIELDS PLAN & PROFILE 0-504
SPRINGTIME FIELDS PLAN & PROFitE C-505
SPRINGTIME FIELDS PLAN & PROFILE C-506
TRADITIONS GARDEN LANE PLAN & PROFI E C-507 t
TRADITIONS GARDEN IANE PLAN & PROFILE C-508
STRAWBERRY FIELDS WAY PLAN & PROFILE C-509
WILDFLOWER RIDGE ROAD PLAN & PROFILE ...................................'C-510
WILDFLOWER RIDGE ROAD PLAN & PROFILE C--511
WILDFLOWER RIDGE ROAD PLAN & PROFILE C-512
AUTUMN MEADOW LANE PLAN & PROFILE C-513
NIGHTINGALE COURT PLAN & PROFILE • C-5i4
CONIFER FOREST LANE PLAN &PROFILE .......................•..,,...........•..C-515
WOODLAND GROPE WAY PLAN & PROFILE C-516
WOODLAND GROVE WAY PLAN & PROFILE C-517 n DAiE fi11'f~/2909
WOODLAND GROVE WAY PLAN & PROFILE C-518 0 pAAWN 61; pF~INdF
WOODLAND GROVE WAY PLAN & PROFILE C-519 X909 a t~lq 9C MICA
~ ,9 ALLEYWAY A PLAN & PROFILE • C-520 d N PRpJECT tl0. X8.00
ORANGE BLOSSOM COURT PLAN & PROFILE C-521
FIREFLY LIGHT COURT PLAN &PROFILE ...........................................C-522 ~ c9 r
r ~ ALLEYWAY B PLAN & PROFILE - • C-523 N N
CHESTNUT GROVE PLAN &PROFILE ................................................C-524 ~
~ o _ 93.
E]f15TiNG CONDITIONS EX 100 2 ao / !A
DETAILS , . , D-$00 thru D-1000 FN ~ ~4~+R ~~ti v ~S
WETPOND & BIORETENTION PLAN AND SECTION BMP-1 s Rp, 'P0,
WETPOND & BIORETENTION PLAN AND SECTION BMP-2 U
B[ORETENTION PLAN AND SECTION .............................................BMP--3 ~ ~Q
BIORETENTION PLAN AND SECTION .............................................BMP-4
BIORETENTION PLAN AND SECTION ••BMP 5 sT
- '~0 BIORETENTiON PLAN AND SECTION BMP 6 ~'4, iL ~ ~'4~~~
Fy WETPOND PLANTING WP-1 R~ O,P
oA GROVE 1942
WETPOND PLANTING WP-~ • . o~ ~U ~p N! ~UNIAER A ~ CRURCH Rp,
J J ~ General Notes; ~G DuaNA E
~P ,~J
1. All construction shall be in accordance with applicable municapaiity standards, specifications, and de#ails. ~ R.• ~ Work in this project shall also conform to these plans, the latesk editions of the North Carolina Department of Transportation (NCDOT! ~ A ~
Read and Bridge Specifications, the Road and Bridge standards, the North Carolina Erosion and Sediment Control Handbook, ~<v
the North Carolina Erasion and Sediment Control Regulations, the final geotechnical report, and General Design Standard. in the event of Z canfllct between any of these standards, spec~cetions, or plans, the mast stringent shall govern. ~ 19 ~a
2.The contractor shall be solely responsible for trench safety during all phases of construction. ~ ~~~h~
3.The location and size of existing utilities as shown is approximate only. The contractor is responsible for harizontaily
and vertirsAy locating end protecting all public or private utilities that lie in or ~tjacent to the construction site. The Contractor is fully responsible for naftiying all utility owners in accordance with NC General Statue - Chapter 87, Article 8, h` 1946
The Underground Damage Prevention Act W All' Avg. JACK JONES R~. 9,p
4.The contractor shall selvage and protect a0 existing paver pales, signs, manholes, telephone risers, water valves, etc. during all construction phases. «w. o~
Tf~ contractor shall repair, at his awn expense, any existing utilities damaged during construction.
S.TraCfic control an public streets shall be in conformance with the traffic contra! plan, the "Manual of Uniform Traffic Control Devices," and ~ ~ 2055
as furtherdirected b C' and State Ins actors. y nY p 2 0 s oQ~~ ~ oLp PEARCE RO,
fi. Any discrepancies found between the drawings and specifications and site conditions ar any inconsistencies ar ambiguities in drawings or
specifications shall be immediateEy reported to the engineer, in writing, who shall promptly address such inconsistencies or ambiguities. Work done by the Contractor after his discovery of such discrepancies, inconsistencies, or ambiguities shall ba done at the contractor's risk. h ` R°• ~ M~
cya~K sr ~aS ~ ~
7,A Pre-Construction Carderence shad be held prior to the start of construction. The contractor shall arrange the rn~ting with Wake County t~ Environmental Services. ~
oRF RQo ~ ~ w~„ 3 ,
B.Contractor is responsible for verifying all required permits and 'approvals prior to commencing construction. m ~i
B.AIi areas shall ba graded for positive drainage, and as shown on these plans. The contractor shaft maintain adequate site drainage 0` -n o a~q ~ CC
during aq phases of construction. The contractor shalt use sift fences (or other methods approved by the engineer and applicable municipality) as d' required to prevent sik and construction debris #rom flowing onto adjacent properties. Contrector shall comply with all applicable federal, state, or local ~ ~ to ~ C6f ~'C
erosion, conservation, and slltatian ordinances. Contractor shall remove ail tempos erasion control devices upon cam etion of ermanent ~ d' N ry PI p ~ -t drainage facilities and the astablishnr$nt of a stand of grass or other growth to prevent erosion, and with approve! of the erosion control inspector. N O ~ ~3~~~WAM ~ ~ z = c ~pA ~ WWN
N m ~'OS~, 2054 os~A Q°' ~ ~ ~ o
10.The Contractor shall clear and rub the site and lace, ca anti moisture eandttion al! fill er the ro'ect otechnical en inset's s ecifications. m 9 P ~cG P P 1 9e 9 P The fill material to be used shall be approved by the Geatechnicai Engineer prier to placement. ~
s o ~gz o ~ ~ W W
11.Materials used to construction embankments for arty purpose, backfili around drainage structures, or in utility trenches for any other depression requiring fill ar backfili shat! be compacted to 95% of maximum ~nsity as determined by the modified proctor test as set out in ASTM Standard D-868.
The contractor shalt, prior to any operations imroNing filling or backfilfing, submit the results of the praetor test toga#her with a certification that the
sail tested is representative o#tha matsriais to be used on the project. Tests shall be conducked by a osrkrfisd rnaterisls'tsating laboratory and the certifications made by a licensed professional engineer representing the latxxatory.
12.PrrRrosed contours and gutter gradients are approximate. Proposed spot elevations and roadway profiies~suj~r-elevationshypical sections are to be used in case of discrepancy. r- 2300 ~ ~
C~
13.The contracror shall verify and coordinate a{I dimen~ons shown, including the horzontal and vertical location of curb inlets and grate inlets ~ and all uti[itias crossing the storm tearer. Q~ PULLEY TOWN RD, y
14.A11 distances shown represent horizontal ground distances. ~
~~Q ~o L~r L~~
15.Rim elevations ors given ~ top of curb for Catch Basins, top of grate for Drop Inlets, and top of cover far Junction Boxes. t3 B~RtIN~~O~ ~ CENl'URY PARM
1ti.Storm Sewer (RCP) shall be constructed to the following classes (unless athetn~se noted): +~r<<S
Cover less than 10 feet - Class C ar D bedding, Class III wafts Cover 90 fast to 15 feet - Class B bedding, Class ill walls
Cover greater than 15 fast -Class 8 bedding Class IV walls
17.A11 curb joints shall extend through the curb. Minimum length of offset joints at radius paints is 1.5 feat Ali joints shall be sealed with joint sealant.
VICINITY MAP
1BAll handicap ramping, striping, and pavement markings shall cordorm to ADA requirements and the "North Carolina State Building Coda,Voi.'I-C Accessibility Code."
1g.Existing Water and sewer maiMservice sixes to the properly era to be verffied by the. contractor prior to the start of construction.
The project engineer has attempted. to nerdy sizes from relevant plans, however, exact sizektimension can only be
determined from fietd exposure of the re{evant line.
20.Before starting any construction of improvements within any City or NCDOT street or highway Right-of :Way,
the fagowing procedures should be undertaken: City Right-af-Way-Contact local authority's traffic engineering department for irdormatlon on detours, open cutting of streets or for any construction within Right-of~Way.
NCDOT Right-of-Way -contact project engineers and obtain ail permits and encroachments {crosscheck plans with
special provisions, keep copies on construction site, also contact NCDOT Distfet Office 24 hours in advance before placing curb and gutter).
Sanitary Sewer ¦
1.Minimum round caves of 3'-0° to be rovided for all Sanita Sewer Catlsction lines 4" and la er in non-traffic areas. If minimum cover is oat g p ry ~ M owner.
pra~dad, ferrous pipe shall ba used, a r r
2.Minimum cover of 5'-0" in traffic areas to be provided for ail eoilsetion lines 4" and {argar. iE less than S'-0", ductile iron pipe shall ba I" Y required in Class 1 bedding (minimum cover shall be no less than 3'-0"(. ~pment Group, Inc. Wake Forest Neservo~r Properties, LLG
3.Minimum slaps for 4" and 6" Sanitary Sewer collection lines shaii be no less than 1.0°/o with cleanouts every 75 linear fast ~ w P.G. Box 1615 C~
4.Maintain 24" vertical separation from storm sewer or ferrous pipe shall be used for the sanitary sewer. Also maintain 10 feet
horizontal separation and 18" vertical separation under water mains or ferrous pipe shall be used. ! f 27588 Wake Forest NC 27588 ~
Patab[e Water
1.Water main to be installed at a depth with a minimum cover of 48", with 'IB" vertical clearance minimum ~ ins, President Andrew L. Ammons Manager
(separatkm must be over sanitary sewer) from other underground utilities and 10 feat horizontal clearance from sanitary sewer maiiw. ~
2.Pressure reducing valves shall be provided if pressure is in excess of 80 psi. ~ ~ 1".582-1322
3. Gate valves shall be installed on each main line branch (3 per tee, 4 per cross). •
• I I F:5624324
General Utility
i.All water and sower mains within public easements and Rights-of-Way to be owned, operated, and maintained by the public authority. I1
2.All construction to be of the local authority standards and specifications. Maine NO.
3.All Underground utilities are approximately located. Actual location and depth to be confirmed in field prior to construction.
C-001

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Plan Summary WF
1. Wales County PIN 1851441044
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2. Zoning: CU R-10, CU R-8 & I2-5 ~ c J a N~TPY
3. Total Number of Single Family lots:
PHASES 1 (SOUTH X121 ~ a ~in~3
PHASE 2 (NORTH) = 148 - The E ineer does not uarantes that all existin facilities such n9 9 g m aa°'P3
as pipelines, electrical lines, conduit, telephone cable, service 5. Single Family lot Size: connections, ar other facilities are shown an the Plans. It shall
Average Lot Area (square feat): 9,b83.60 SF be the Contractor's responsibility to have all utilities located by •
Minimum Lo# Area (square feet: 7,438 (Lot 47) their respective owners, field mark the utility locations, and
Maximum Laf Area (square feet~:15,475 (Lot 88) protect all such existing facilitiss prior to beginning construction.
The Contractor is fiully responsible for notifying all utility owners
6. Total Properly Area; 126,24 AC in accordance with NC General Statute -Chapter 87, Article
Ths Underground Damage Prevention Act.
10. Total Area To Bs Developed: 78.08 ac _ Subject property in flood hazard
area er FIRM ma 37201850 J & 3720185100 J p P 1
11. Area in public ROW (Suhdivision):18.2$ ac zones A, AE & X, effective data May 2, 2008.
i2. Area in lots: 59.80 ac - i i i Ex st ng vegetat on and natural areas shall be protected to the greatest extent r„ i
ossible and minimum clearin afi land shall be undertaken durin devela meat. 13. Area m open space: 48.16 ac P g g p - ~ -I
~ ~
1 r' - Ali construction shall be m accordance with Town a# Wake Forest ~ ~ ~ ~ ° 5
Standards and 5pecrficatlans. ~ ~7 tj t.. ~ ~ / l
( ~i Wetlandsrbuffers delineated sr S&EC and a roved b the USACEE 12-11-02 #200020455 p pp y < ~ ;i ~ / DRT~: i1I18/2A89
i ~ ~ '~h_I-~ ' ~ DIAYCN 9f: DFBI~,IF
I , r 1 22~ -Protected o n s ce to be awned and maintained b ~ ~ ~ f pe pa y either s , ~ ,l ~ 1 ~ I •1A ~ I CNECI~D BM: MDR
i ~ Town of Wake Forest or Homeowners Association. r ~ ~ s I p80J~T MQ~ 2~2S.D6
TYPICAL BD' ROW RQApWAY SECTION; t ~ q~° - Ail Neuse R' orlon Buffers Are Measured From Ta of 5 ream B nks. ' ~ ~ ~ ~
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n
i SCALE. P ' /00
I0(' 20V
O WING NO.
t
.102

z t
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The Engineer daes not guarantee that all existing facilities such ~ ~ ~ ro~~~
d as pipelines, electrical lines, conduit, telephane cable, service ~ ~ . ,
connections, or other facilities are shaven on the Plans. It shall ~ ~~~N~ ~ ano~mE
be the Cantractol~s responsibility to have all utilities located by ~Wa~~
their respective owners, field mark the utility locations, and ~ ~~m~3
protect all such existing facilities prlar to beginning construction, ~
7 The Contractor is fully responsible far notifying all utility owners
/ jt/ r in accordance with NC General Statute -Chapter 87, Article 8,
/ / / The Underground Damage Prevention Act,
j l

~I
i
f,. i`q ~ •-*~•••t~c-•~- u.~FS of C~NSrR~TroN
„ . a.~ 6
---TO--«TO--~ TEMfbli'ARYAYERSION IkTCH
r p ~ ~ _ iy( t ~ .r , i >
~ 7 i~~ bf~ ~'~4 tl4 ~l2 ~ 4 CSB - CYISTDAI SED/NE'NT BAS/N/
SSB -STANDARD SXIMSNER BASIN DATE. 11119/1!
DRANflI 91: DFBIR~IF
r~ ~ ~ ~r SILT FENCe Cl~d(ED D'N MDA
W d u 1 ~ d6q ~ g ! ,q. rA 9 ,~.8 9 - i ,d .-'t.n _ ~~ay V - P ~ i ~1E ~ ~ lNtEr P~TECT~N PR9~lEC1' ND. E~929.99
_ - ~T vq ~ y a°" r t l~~f RN' RAP
.1,,. f , n a ~ ~ , CHECK DAN
e / ~ , _ ~ r ~ ~ ~ ....~.(.~.....b TREE PRDTEClR7iY fEhG'E
, o @ ~ _ - _ ~ i ~ r,
a# A _ _ t,/, / 1 ~ P, / 5 4 1, r p ~ ~e' 1'sc vd ~ / ~ ~_'_w`~' ~ ~ ' p ~"L-~ EXISTING TREEUNE r
~ ~ ~ _ ~ om _ ~ ~ ~ i 2u ,'f . - - /~f~ ~ i , r' ,rr _ ~ ~ ~ BriFFER /JNE
°c A ; ~ ~ dm~ fit, ~ ~ -~aa._. _ s ~ al
4 ~ _ IYETIANDS
' o ~ t ~ t t~` ~ ` M1° , E o-~ _ i~ r ~ --4~'~-~ - - - _ ~
I Y „s ea r , , ~ S 1 ~ ~ a ~ ~ -na ~ ~ ~ ti a~ r , ~r= is6 ~ .y, ~
~ _ ji, f .-e s - ~ ~ ~ ~ ~ ~ S/[T FE1/CE q/T1ET a
~a € . , r ~ xa+ 1 ~ _ u is
~~no„ _ ~ ~ \ s u~ ' \
r t ~ 1 ~ ~ i /107 ! p ~ / l ~ _ _ ~ ~ ~ - r Fes,
1 / ~ ~ ~'~y2~ ' ~ t4 t i
r f',~ e ~ A ~ y~ .i ~ / ~ ~ ~ Ia,~ ~ _ i Fr \ i NOTES 4
ry ~ ~ t ye ~ ~ , . nh ~ ~ ~ /f- ~ his 1. ALL EROSION CONTROL DEVICES AND MEASURES SHALL BE INSTALLED
i ~ A / r AND MAINTAINED IN ACCORDANCE WITH WAKE COUNTY
t ,,l r V, _ o r ~ f - _ d _ 1 .STANDARDS AND SPEGiFICATIQNS.
>,a r _ . 77 ~ / i d r V`-d = ~ ~ i ~ - 7 q s C` t ~ A i ~ 2. EXISTING TOPOGRAPHIC INFORMATION BY WAKE COUNTY CIS. ~ w ~ ~
a ~ s V 3. BOUNDARY INFORMATION FROM MULKEY ENGINEERS & CONSULTANTS
p w~ ~ ,v _ 4. CUSTOM TEMPORARY SEDIMENT BASINS ARE TO REMAIN IN PLACE DURING THE HOME CONSTRUCTION PHASE OF THE PROJECT. BASINS SHALL BE
~ ~ ~ ~ r ~ ~ ,fig - . w ' REMOVED UPON INSTRUCTION OF WAKE COUNTY ENVIRONMENTAL
y 1 t ' ENGINEER.
r~ ~ . ~ . A - first. `°,,a' 4" _ `t ~ I ~ ~y, 5, PLAN REVIf=W DISTURBED AREA ~ 10.99 AC
7 ~ ~ ' . , 1~ ,r ~ ~ . 6, ALL DISTURBED AREAS SHALL HAVE GROUND COVER WITHIN
r a _ ~ , o ' , wn °~N~ ' '~a - ' " , 1 a ¦~Ny" ~ ~ 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING PER CURRENT
^ ,i,_ l P - X 4 ~,~i i~ ~ _ ...tea a~ ~ f ,aa )_lk6 a Ft` § ` CONSTRUCTION SEQUENCE.
7 < ~ ~ , r, r a ~ _ o E - } 7. PRESERVATION OF TREES (PROTECTED BYTREE PRESERVATCONFENCE - TPF) WILL BE RE-EVALUATED AFTER SURROUNDING AREAS ARE CLEARED, BUT y
...~,~-_w ~ ~ 1 _ - - - ~ a PRIOR TO COMPLETION OF CLEARING OPERATION.
~ a, ~ ~ ~ q ~ t_ n d _ 8. SILT FENCE INSTALLED SHALL REMAIN IN PLACE UNTIL COMPLETION OF ~ ~ ~
~ _ ~ i ; ~ e 8 _ a a _ _ f , CONSTRUCTION UNLESS OTHERWISE NQTED.
P / - m ~ 1 9. TEMPORARY DIVERSION BERMS TO REMAIN IN PLACE UNTIL SITE HAS BEEN
_ . ~ - REF SI LE. STABLLIZZED WHE EA B ~ ~
- ,t ~ a r ~ _ 10. INLET PROTECTION WILL BE PROVIDED AT ALL CURB AND YARD INLETS. ~
f~ ~ / i ~ 11. ALL DITCHES SHOULD BE PROTECTED WITH A JUTE MATTING NET IF EROSION ® ~ ~ ~ QGCURS }N THE DITCH SECTION. W W
_ n ti..a~orF 4 5 ~ ~ w d p "=r'- 4 e.._ 12. CERTIFICATE OF COMPLETION WILL NOT BE ISSUED IF ACCUMULATED SEDIMENT ~ d ~
_ f I 1 / t`L t~ ~ 1S PRESENT !N THE LEVEL SPREADERS.
_ i 13. CONTRACTOR TO DIVERT SEDIMENT LADEN WATER FROM STORMWATER OUTLETS ~ ~ ~
,r : i ~ i ~ gll C Ir - , ~ Jr i ' -r ~ i Yd. d ~y._ ~ r A L INTO ADJACENT SEDIMENT BASIN BY LEAVING OFF SECTIONS OF PIPE, UNTIL UPSTREAM
'1 - 1 ~ r - r" pi. ~ ion t ~ _ Sit r i ~ 7 . , SITE HAS BEEN STABILIZED, AND UNTIL OTHERWISE INSTRUCTED BY ENVIRONMENTAL ENGINEER. ~ ~
9Mi i ~ ~ , .ti 'emu. « . 14. ALL SPOIL AREAS TO HAVE SILT FENCE ON LOW SIDE OF SLOPES.
~ ~ ~ ~ i` @ ~ arm' ~ ;i'~ ,r ~ r~ ~ r _ r , s t , ~1 ~ 15. USE CURLEX BLANKETS (OR EQUAL) ON ALL DISTURBED SLQPES 3:1 OR GREATER ~ ~ ~ THIN THE 50' NEUSE RIVER BUFFER.
y 16. PRIOR TO MAKING FINAL CONNECTION OF STORM SYSTEM TO LEVEL
I h~ ~ ~+i ~r ? + i 1.7..... ~ ~ fi ~ r ~ ' , ,r _ ter- _ ~ ;"~A``s ~ _ _ - _ w, SPREADER DEVICES, ENSURE THAT ALL UPSTREAM AREA HAS BEEN STABILIZED. ~ ~
~,4,~~ ;I~+, ~ - ~ ire ~ ~ - - r -H ~ - OBTAIN PERMISSION FROM ENVIRONMENTAL ENGINEER TO REMOVE EROSION CONTROL y,E
_ / ti _ a @/ I ~~r i' DEVICES ADJACENT TO STORM OUTLETS. ~"'r' ~
i III - 17. ALL SEDIMENT BASIN OUTLET PIPES SHOULD BE DIRECTED TO THE SILT FENCE .1 OUTLET STRUCTURE DIRECTLY BEHIND THE BASIN WEIR.
~ ~ ri a ~ ,-m r _g ~ - A ~ r ~ _ ~ ~ . it ~ ~ rI
" n y , ,I 1 ~9, ~ _ ! ~ 1 - = 18. CONTRACTOR TO INSTALL ADDITIONAL MEASURES AS NECESSARY AND AS FIELD CONDITIONS WARRANT iN ORDER TO PREVENT SEDIMENT FROM LEAVING THE 51TE.
} r ~ A ti s ~ ~ ~ ~ i~ ~ w ~ ' i - 19, ALL TEMPORARY DIVERSION DITCHES TO BE LINED WITH
_ ~ ; 3 ~ L. 1 1V' ,tea --r _ , r ~ = ~ i ~ d - ~ A STRAW LINER OR IF LESS THAN 2% SLOPE, SEED AND STRAW MAY BE USED.
1, 4 - f ~ ~1 ti ' r ~ , ~f ~
~ ' ~ = ~ ~ \l ~ ° ~ ALL NEUSE RIVER BUFFERS SHOWN WITHIN _ ,
0 m ~ ~ ,H.__ v. ~ ~ , ° t ~ THE PROJECT LIMITS OR DIRECTLY ADJACENT TQ THE PROJECT
- t ~ ' ~ m ~'~t ~ , t 4 fit' ~ /`l \~,'t ~ ~ - _ r r " LlMlTS SHALL BE MARKED WITH ORANGE TREE PROTECTION FENCE r OR SIMILAR DEVICE PRIOR TO THE ISSUANCE OF THE CERTIFICATE
~ _ ~ ~ ~ l i` , ~ i j ~ ~ _ _ rj,.~:
~ , ~ ~ ~ r" _ ~ ~ _ - OF COMPLIANCE.
a - _ ~ ~ ~ ~ ~ ~ ~t ~aji~ /(~t~%'- BASIN REMOVAL:
i 1. CONTACT ENVIRONMENTAL ENGINEER FOR APPROVAL TO REMOVE BASIN.
~ tl~ , ~ , ~ ~A r 2. REMOVE SILT FENCE WITHIN T~FIE CUSTOM BASINS.
~ _,Y- r 3. MUCK OUT BASIN OF ALL UNSUITABLE SOILS.
i / 1' t i,~``~. . ~ ~ A~,`~, _ 4, REMOVE SPILLWAY & ANY ROCK PROTECTION FROM THE BASIN.
t ~ ~ ~ J,~' , ~ _ ~~~A~. , . 5. REGRADE AREA TO FINAL GRADES & COMPACT TO A SUITABLE LEVEL.
_ ~ ~ ~ ~ POND CONSTRUCTION NOTES:
1. DETENTION PONDS MAY BE CONSTRUCTED AND USED A5 THE SEDIMENT BASIN AS LONG AS THE REQUIRED
i SURFACE AREA AND STORAGE VOLUME ARE PROVIDED.
2. IF SEDIMENT BASIN IS CONSTRUCTED WITH DIMENSIONS SHOWN IN TABLE, OBTAIN PERMISSION
t FROM ENVIRONMENTALENGINEER PRIOR TO REMOVAL QF BASIN AND CONSTRUCTION OF POND.
t~ ' ~ t i 3. MUCK qUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO APPROVED PLANS.
4. IF RISER STRUCTURE NQT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISERlBARREL PER DETAILS. 5. PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER.
6, WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER
APPROVED PLANSlDETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AREA
HAS BEEN STABILIZED.
scae: r= zoa Ec.m2001
2i~OU 40(Y ORAWMG 00.

a h
z
The En ineer does not uarantee that all existin facilities such ~h J
9 ~ g
ine nduit tale hone cable service as pipelines, electrical I s, ca p . ; ~ ~
connections, or other facilities are shown on the Plans, it shall ~ ~a ~ 4U ~ ~N6lz
r ansibili to have all utilities located b be the Cantracta~s asp ty y r~~, ~
' r ive ow ers field mark the utili locations and ~ - ~ , , _ their aspect n tY ~ ~tt~ ~ Y W mZr..~
rotect aft such existin facahties prior to beginning construct~an, ~ r -
~ The Contractor ~s fully respans~ble far natEfying all utility owners r, ~ g ~ Z ~tlmm~ t9
~ ~ o ~ m a~Ap3
in accordance with NC General Statute • Chapter 87, Ark~cle 8, i, ; - , ,
r9 The Unde round Damage Preventran Act. 3 s ~ ~ ~1
1 _ ~ z x~: ~ l _ _
i~ J a ~ ~ ' - ..tee-b~
; /
f / --~a_~n ~ U . , 1 i _ - i , ~ ~
~ a . , r~`~ ~ ~ _ v
/r f ' ~ ~ ~ j .I - ~1 i
j ~ I ~ _ \ - s--- ~ T'~ ' ~~~/I
1 ~ ' ~ - ~ I l ~ ~ R -~i ~ ~ ~N~ ST
A~ 11,E
n~r~~r~. U/NTS Cb° C+2YSTRUCr~Y )f / i rer-_ _ ~ , J ~ ~ 1 _ -g~-=. - F - - ? - ~b U > Y i .y ~ ~r
i ~ J,. ~ t f - ~ ti - ~ . ~ & r~ ~ s ~ _ - / J / ~ _ t, _
--ro--rp--- TfAIPoR,Qh'Y~£ASION D/ICPI - r'~ i i 4 i ~ _ _ i - 1 ~i
~ - U ~ / t - ~ r~ L.___ t ~
G5A `GY/SrOM 5ElNIlENI BA$/N/ ~ ~ ~ ~ ~ ~ ~ ~ ~`c. r ssa - srAn~,aRV SA'IL/A/ER eASiN _ ~ _ ,f- - ~ - _ r J - n` G ~ i
- - . ~ _ - _ WII~ 14 ~ ' 9 _ 1
~ - SILT FENCE` _ , ~ r-~,o ~ - - _ ~ r - ` ~ ~ ~ , ~ _ ~ ORANRIB~ OFBII~IF
~ ~ , f- - _ _ - ~ r / / -
INLET ~recr~N ~ - 9~ 1 ~ / ~ ~ 1 _ ae_ }p~~ ~ , a- _ _ ~ ,r ry ~ _ o - r ` ~ ' ' , _ ~ PRO,~GiNO. 2909A28.9A
u i l~ _ m 'Y - - -
RN' RAP ~ - / - r--. a f - ~ r _ 4 ,,fi _ ~ - oar-` ~ j; ~ _
- ~ ~ - _ ~ . _
/ ~ my ~"a... ~ ~ N . , . ~ sµ I yr`.~ ~ /
TRfE" PIK1rE"CrNiN FENCE' i;' d = i' ~ i / , ~ / «r~~ ~ % r ~ ~ r / a - ! ' 1 ?
~ r~ i ` ~-^'1... E',YIST!hfi TR£E'UNE' ~ `Y _ . _ ~y , l ~ / ~ _-<9 _ - ~ ~ . / / / ~ os i A l d. ~ / i . 1
_ . A l aa~' i a* - ~ Y ~ i /r l - \ i ~j r ~ ~ ~8
Bl/fFER UNE ~ - ~ / i~~si ~ a ~ ~ i j""/ ~ ~ f` ~ fs / ; ~ 1 l; to, i, f
s / ~i ` s _ ~ ~ ~ - - 9\ k ~,a r- ~s~ ~ \ ,
~ l ~ i / / / r / / V / I l ~ c v \ \ ~ - t / / a~ ~ ~ c~ - //J
~ , ~ ~ / % ~ , t f r ~ - u J~- ~
~ r 7, r ~ SICT fEA~'f LN/r[ET ~ ~ If ~ ~ s ..r-' ~ ~ s ~ I i ~I ` to~'~~~ ~ k6, I ~ , ~ ~ ~ ~ ,g ~ `t t - , ~s r i _
. _ - _ I ~ / ~ _9 ~ s ~ b~ , 1, 1 ~ - r_.~ ~ t o f 1 ! R i ~ / J \ 1 _
` ' r _ - ~ f 4 ~ 1 i f
~ 1 ,E a,~,-- ~ - ~ t ` ~ f ~ ! ( v ~
,bin,,;. ~ r li ~1l d ~ a ! I r ~ ~ ~ az° / ~ r~i ~
~~eti
~ e
j ' V A~ ~ t ~ l - A; / ~s ~ ~ ~ f- • _ zzt."^- ~ ~ duw ~ \ ~ ~ ~ , ~ • f / I ! r / \ti , t~ i 1 '6 1 L~ _ /
~ i r' ~~3 ~ e r~ ~
~ ~ V i , F _ _ ~ _ ` ~y- ~~~0 ~ i ~ ~ / x ~ 11 ! / 1'_
~ ~ - - ~ ~ _ ~ ~ - _ - ~ _ ~ r' - ~,,et~-_ ~ ~ t _ r- ,~'i0~ ~ ~ ` i ~;'~~I ~~JJJi~ ~ a-`~ r~a~a+rusar~as
~ ~ ~ Ig~d F/ `4 i
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/ ) I ~ / _ J~i~ ox- f f 7 f ti ~ ~ ~ / ~ i ' ~ ~ ~ ~ ' -
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~ ~ i _ ~ _ l i ~ ~ , ~ ~ ~ I~ _ U ~ r ~ ~ ~ p"
o . _ 1 ~ , . A ti Y r i ~
~ ~ ~ j ~ j( \ f t-- yM/r' ill _ - ! ~ ~ ~ ~ ~ ~a ~.,5 w_ ~ i
~ ~ 1 ~ ~ ~ ' ~ ( ~ ~ % ~ ~ 260 ~ /i . ~ ~ ~ ~ ~ ~ a, ~ ~i'/ _ v / ~ / r.% a ~ ~ ~ ~ ~ ~ ~ ` ~ W r""- / ~
~ i, ~ 1 as \ f u._ ~ / m - -
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r ~ w.. w _ ~ ~
r ~ ~ ~ i s° ~ - _ - - ! ~ ~ ~ ~ ~ ~ , 1 I ~ t ~ r ~ ~ 1 ~ ~
~ t f I l ~ ~ 44 /
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A ti 1\ ~ \ ~ „ \ / ~ ~ ~ M 1, ~ ~ ti i ~ ~ `l ~ ,~<< r ~ ti0,,,~ ~ ~ ~ ~
- ~ ~ - ~ ~ k _ - % f ~ 5 ~ i , ~ t ~ , r~ t -
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SCALE: r = IOD' CO 106
Q/ 2 ORAWN& N O.
C=201

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The En [near does not guarantee that a[[ existing facilities such 9 ~ ~
as i e[ines, electrical lines, conduit, telephone cable, service pp t \ - ti ta* ti _ ~ 1 ~Nro~}
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsibility to have all utilities located by ~ «.U.+ry
their res ec#ive owners, field mark the utili locations, and
p tY ~ ~ f f ~ 0 D~ m~ /~4 ,'`//qJ m w m C+
rotect all such existing facilities prior to beginning construction. p ~ 4. /r / ~ ~n O J r R
n i le for noti in all util' owners The Gontractor rs fully respo s b fy g ~Y
in accordance with NC General Statute - Ghapter 87, Article 8,
n ct~ J' ; The Under round Dama a Preventio A g g r ~ /
~i : r
r ~r,~~f i i ~,f/ /
~ ~ ~i / ~ 1 ~ P ~ ( ! /
,s~~ ,~f~r~~ ~
(!1 1
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1 ~ i~ , - i ' ~ f ~~~IP ~
~l f rt~,t 1 t ~i ' ` ~ ~~r~~~` i1~11~~~~~~~~ ~ ~
.-•-uxti•-- ~,~TS a~ c~rsrRUCr~v ~ , ~ ~
~ , ~ _ ~ {.I i
.-.ro--ra- TEMf~RA9YlbYE'RSXINIYICh' ~ ~ V ~ ~ Vii' _ _ if ~t r~
J- / ~~~II';iVlfis ~ ~
CS6 ` C(/STQA' SEC~ME/?1' 6AS/Nf V o ~ 55B - 5lANDARO SXdNYER BASlN ~ ,a ~ `r
i l 1 \ ~ ' ~ ~ , i ~ ~ `v ~ ~ DRANNI 6w ~BfltJP ~ s
- ~ ~R 1 f ~ ~ ~ ~ - ~1 r r ~ l ~ / I ~ ~ ~ ~ ~ '~a' b ~ c~~c~? ~ qua f ~
f ti ti , ~ ~
~aiEr ,~rE ~v ~ . 1 ~ ~ ~ ~ ~ ~ ~1 ~ ~ ~~6~ ~~ea~«~ ~ ~ ~ ~ P~OJEC1 NIA 200~R3.~ f i f ~ ~ , ~ ~g~~ ~ ~ A i in ~ ~ ~
r ~ I i l ~ ~ 'I ~
4 , ~ , ~ ~ ~ , 11, 1 ~ , ~ RlP R1R 1 ~ , ~ ~ ~ ~ ~ ' ~ s,~ , . i, ~ / l ,~!`//f w ~ ~ , `
~~~~,1 i / J~ CHECK DAY ~ ` ~ 4 r~ ~ J/, i /~,{~ry~~/ / . ~y~3~ ~
_ , ~/~`L2 j I ~ l/
TREE PROTECT~t' FENCE ~ ~ ~ I d~ _ _ ~ ~ , / / f j ' i , ~ ~ 1
< .v ~ / / J ip ' .,ti/ ~ _ ~ / / / /
~'>r.,,~ EKISTlN6 TREEUNE ~ / ~ ~ ~ - ~ J l f,~ ~ ~ f ~ J / / -r / 'J,',li. ~ f~ / / i
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- i r J J Jf ~ s' j
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F , / ~ J i ~ ~ ~ ~ r ~ /
SILT FENCE L~IT[ET ~ `y ~w,~-- _ r / ! i ~ / ' /f , i ~ i ~ ~yt
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_ / i ~ ~ ~ ~ y ~ I i a r e3 t~ f l r~~ _
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g _ _ „h e J f ~ /il ~,~i"' f d/ _ _ w ~ '~a,~~ ~ i (,~20~j r ~ y ~ s ~ i ~ ' /J ~
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ny,~n} c / ~f t ~ ~r ~ ~ i ~ S / Li-rte! ` ~ ~lti r, / -~rA~- ~ ~ ,f
f / 'I J ~ P ~ ~ s~. - - - ~ / " ~ i'
f ~ J t~~ ~ j ' f~ 1 Jf j ~ 1 ~ t 1 ~ ` t Q t ~ ~ ~ 10
~ 1 ~ ~ ~ ~ ~ ~ ~ 111 ~ v ~ ~ ~4 - . ----y~, ' f 97 „ ~ ~ _ ~ _ ~ ~E i ti~ y ~ _ _ _ ~ , ; ~ ~%h
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!07 N 04'20'20"W 99.893` „ 206 N 6544 54°W 45.fi7 ~ ~ r ~ ~ ~ ` ~ ~ ' 157 N 3f 52'53 E 99.485 ~ ` ~ ,1 l ~ ` : , . ~ 108 N 00°134! E 50224 S 3O°O'O"W 326.93 / 0~, , , ~ " 207 - / ~ . r 21 N 7734'O6W 9982 ® N 072925'£ 14756
„ 158 N 20'56 04 E 49.956 ~ ~ ~ ' ~ % ; / ~ 1 y 109 N 0527 32 E 50!31' 208 N !9"55 52"E 220.9! ~ ~ ~ ( ~ f ~ , , `v,~ t i ~ ~ ® N 863T19W Hp/Ki ® N 452703'£ 236b9
110 N 08'41'24"E 50.152' 159 N !5°2'08"E 49864 g ti v ~ ~ ~ 1 ,,r " 1 j' ~ c /1f` ~ ~ ~ „ 160 N 10'3301 E 99.852' ~ - ~ ~ ~ - t ! r i i ~ r ~ ~ , ~ ~ t i~~ Itl N f2 2103E 49.882' ~ t ~ o ~ 1~ A i l ~ ~ ~ 2 N 0529`50'£ 45D9 ® N 13ff39W 38929 ~ ~ / ,/r, ~ 7~~ 7' ! ri ' ~ N 18YN'29E OOAO S® N 30'33'45W 355.41
!!2 ~ „ 161 N OS°J8'08'E 99.943' ; _ i ~ - f ~ ° ~ v. ~ i N 155425E 50.41! ~ _ ~ ~ ~ ~ ~ ; j I ~ ~ ~ ~ y\ ~ ~ , „ 162 N 08'24'28"E (05.296' - ' _ r,~1 ~ . r ~ , ~ ~ ! , ~ _ ~ v ~ "`f i ~ 2~ N 33'£8'24£ 2!320 N 257Y33W 13834 _ I
113 N 18'38 48 E 49.9!2` 1 ~ ~ ~ s , r , ~ ; ~ V ~ ~ ~ ' V~ / ~ \ ~ ~ , ~ . , „ ~ 63 N U8'01'12"E 60.817` ~ ~ _ ; ~ , ~ , _ ~ , , , , !l4 N 2225 t5 E 50!34 / ; ~ ~ f ~ ~ 1 ~ - / ~t r' J/ /~`*f i ® N 24'29'~NW 2`?J29 &I N 2532'33'£ 32A83
164 S 06'03 20"E 87.443 _ ~ ! ~ ~ ~ ~ ~ ` ~ a Its N 26'38 37"E 50.005 - r i ~ ; ~ .r i~->~ti y / ~ \ / 165 S 44'53'21"E 94.499' Yy r V`~; ~ ` ~ ~ y ` ~ \ ~ i' ~ N 4r25'52W 213!5 ~ N 0938'33'£ 1!883 f ~ ~ ~ 2® N 00'2943"£ 180,99 6~ N 03'30'(/"£ 33264
116 N 31°3716"E 30.368` a ~ ~ ~ ~ / r , ~ rr, ~ ~ / , ~ , w`y v ~ - 117 167 S 23°52'00"E 79.377, ~ ~ ~ ~ ~ ~ _ N 33'04`44"E 53.226' _ ,fir ~ ~ ~ ~ ~,~4°~~ i ~ ~ , ' \ , , ~ \ \~y ~ { 'I t ® N 33W'32W 34Q43 6 N 392533'£ 3786
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169 S 27°42'2b"`W 123272' , ~ ~ I 0 _ ~ r / , ! ~ ~ r~ ~ 1 ~ , ~9 ~ ~ ~ / i 11 ~ /fi r 9 N 33"12 50"E 99,900' „ ~ 4 ~ _ .-ter r , , A , ~ / ~ % ~ ~ l ~ 1 r . 120 ~ 170 S 2f59'17W 159.216 ~ ~ r ~ , ~ / ~ ' / ~ 7 i ~ ® N 9795'27£ Wl.~ Q N 73'52'48 E ZIE47 I
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122 N 40'53'43"E 100!03' !72 S 30°00'00"W N8246 /,~1 ~ r 0 t ~ ,r;~ ~ i ~ r , S 03° 4' 1 77 ( ~ , ,/r' , ~ r ~ ~ %95 1 .W 1 / ~ ~ i 1 j j ~ ~ 1 r s ~ H C6203fE 13894 ® N 4534'47W 21618 ~ / ~ ~ 1 f ~ ~ I l ~ N 1648'13'£ 249A0
123 N 45'2313"E 99.994 ~3 2 50"W 3.37 , . l f ~ ~ ,l r ~ / ~ ~ ~ r f ~ ~ . , 1 1 1 ~ / , „ 174 S OB'3i 41"W 147.464 ,,F r d 9 ) r r ; 9q , r r , ~ , i ~ ~ 1 ; , i !24 N 46' 9'48 E 99.906 ~ ~ 1 ~ r . ~ r ~ . ' % / ~ I ! ~ ' , ~ ~ ~ ~ N 1698'13'£ 989 / / ~ / f ~
~ , 175 N 80'01'29"W 76.998' -t~ ~ ~ / ~ i' ~ f ~ , ~ / f ~ ~ l/,~~ ,i / j i ~ 125 N 45 56 53 E 49.354 ~ C.. ~ - ~ ~ ~ t l ~ r / , \r ~ ; r ; r ~t .I ~ , r r i i ~ r , 176 N 79'48 2T~ 92~f0' ~ ~ / ~ ~ / , , < < / F' ' / f ' ~ ~ ~ ~ N S5'94'SpW 2856
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128 N 38°39'29"E 50.096' 178 N 79'3815"W 93.971' 1`~'~~y~ ~\g i - , ~ ~ i , \ t ~ \ , 179 N 79'58 38"W 91.024' ~ - ~ ' ~ - ~ / ; ~ ( ~ / / \ t ~ / / / ~ f~ ~ x 5s~al.~w fi tl~9 ~ , ^ ~ ~~,..>~t~~ ; l ~ ~ ~ NN 55'45917 soar CNEGKE~ ~ INDA ~
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132 N 13°29`07"E 49944` 182 N 82°53 04 W 29.85 ~ ~ ~ ' ~ ~ ~ ter- _ - fr ( ~ ~ , f . ~ i ~ ` 133 183 N 83 09'48"W 96.520' I \,,-,>,,~f\~ ~ ~ ~ ~ ~ ~ N (3'29'25"E 100.Qt3' „ ~ r , ~ ~ ~ l f~ t ~ ® x 64'1949'£ 5~ao
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m i 4 R r ~ 1 ~ 1 1 / L, ~ I ~ ~ i l ~ t ~ ~ , . ~ S ! , . , l / i A ~?g \ ~ ~
NOTES. EXISTING POWER UNES/EASEMENTS TO BE RELOCATED AFTER FINAL DESIGN
REFERENCES:
WAKE COUNTY PIN • 1851441044 i SCALE: r - 200'
DEED 800K 8350 PAGE 745 EXISTING VEGETATION. FRANKLIN COUNTY TAX MAP C-8 PARCEL, 40 A DRAWNG NO.
t 1. Young loblolly pine !l0 - 20 YRSJ 2OLY 40(Y
ALL NEUSE RIVER BUFFERS ARE MEASURED FROM TOP OF STREAM BANKS 2 Older loblolly pine (40 to 60 YRS)
3. Upland Mixed hardwood f40 to 60 YRSI p , EX=100
4. Bottonland Mixed hardwood (40 to 60 YRS) 1 1 'Al

I.M.I.
Z t
J
8' MAX,
VAAIdBLE AS DIRECTED BY THE ENGINEER ~ ~ d Ci
~U h 4~ ~ ~NIV~~
6' TYPICAL MSV. 12-t/2 GA. 2'MIN. J~
INTERMEDIATE ASH. 10 GA. W52E5 LINE WIRES ~z~.~
SI FE E F RIC COdS'pCTED SOIL 18'MIN. FyOW i I N ALL TO SEGO D
- ~~1=~~ I -I I~~I- iI~ I 1 1-1I I NOTES: ~ xpm~~
-111 I I I-)~1-f I II-1I I I I~~ I~ Iii I~~i I ~ I ~ I i-III- I I- GRADE t- I - ~ i~,l~~l~l W! I ~I I~~"..~ I ~ - I~I I I I-1~~~1 I ~I~~J ~ I I - - - - - - - - - - - - - - - - I I~ I I-I H-I 11~~=t l~ I ~P'~ n -I I ~n I-n -I U~ I i-I n-H I-III-n ~I n- - - 1. BAFFLE MATERIAL SHAVED BE SECUREDAT THE BOTTOM AND SIDES ~ ~ B ~ ~ ~ _ - - - - USING STAPLES OR BY TRENCHING AS FOR SII.T FENCE. W a ¢ ~ 3
- 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY, - _ _ WHICH SHOULD BE READII,YACCESSIBLE FAR MAINTENANCE, ~
CR~SS SECTION ~ - - - - _ _ 3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET II3 LENGTH), PROVIDE
5 BAFFLES FAR DRAINAGE AREAS GREATER THAN 10 ACRES. - 4. BAFFLE SHALL BE 700 G/M2 COllt EROSION BLANKET.
FRONT VIEW uPSLaPErGE POSITIVE GRADE Lp'6 MA%. - - - 5, TAPS OF BAFFLES SHOULD BE 21NCHES LOWER THAN THE TOP OF THE BERMS
- 6, INSPECT BAFFLES FORREPAIRONCEAWEEKANDAFTEREACHRAIlVFALL
STEEL POSTS _ - - - - SIOESLOPES
WOYEN WIRE FABRIC 2 , I fMA%.1 - - - SIL7 FENCE CEOTEXTILE FABRIC _ _ 2'MIN. ~ -
-USE SILT FENCE ONLY WHEN DRAINAGE AREA a x
DO€5 NOi E%CEEO I/4 ACRE ANO NEVER IN 4 FIL4. ROPE ~ A,~~\ A\~~ A\~~ A\\~~ A\\~ A\\~~ A\~~ A~ AREAS Of CONCENTRATED FLON N g + FOA REPAIR OF SILT ~ \
FENCE FAILURES, USE \ -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. f No. 57 WASHED STONE.
OAAOE FOR ANCHOR WHEN S0.T ~T FENCE 15 PROTECTING STEEP C T OR FlLL SLOPE P;,,,~ Y 1f'r M1' GATCN BAS,N. PLAN VIEW CROSS SECTION
B' MIN, C04ER o OVER SxAii . SUPPORT RbPE SUPPORT POST
REVISIONS " DATE DESCRIPTION nncHOA sxa~T As REVISIONS TQ WIRE TA 24" INTRO BOTTOM STAKE TO
DIAECrEO BY ENGINEER ~ GATE DESCRIPTION PREVENT SAGGING OR SIDE SUPPORT WIRE,
SIDE ViEW
FENCE AND FABRIC STANDARD TEMPORARY SIFT FENCE TEMPORARY DIVERSION DITCH BURIEQINTRENCH 61ITE: 11C19l2Et~
STEEL FOB' STEEL POST DIlAAWK N1: gFB1AdF
CNECKE9 91C MDA
b"Xb"TRENCH, ! COIR MESH bR SIIv4i.AR, STAPLED bR ~ ~ 2G~G2~.~
BACKFILLED AJV1J i 2' CQ%NPACTED 2y' TRENCHED INTO BOTTOM OR SIDE
_I__
50' MIN. NOTES: I. PUT SILT FENCE OR TREE PROTECTION FENCE UP' CONS7RUC710N SEQUENCE SBCTIONVIEWATOPEMNG aPEN1NG
BUT SUFFICIENTTO KEEP TO ENSURE CONSTRUCTION ENTRANCE IS USED. I. Obtain a land-dfsturbin SEDIMENT ON SITE g permit. Schedule a preconstruction conference with the
EnvironmentalEngineer,Glenn Johnson ~ (9191856-5706. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- 2. InStailgraVeiCOnstrUCtlOn pad, temporary dlVerSIOnS, Sllt fence, Sediment 2°-3" STONE TO BE USED 25' OR wiDTH OF LNG OVER THE STONE, THEN THE TIRES OF THE basins Or other measures as Shown on the approved plan. Clear only as necessary t0
EXISTING 15URGE STONE OR RAILROAD VEHICLES MUST BE WASHED BEFORE ENTERING THE install these devices, Seed temporary diversions, berms and basins immediately after PROPOSED STREET, PUBLIC ROAD, construction. ROADWAY BALLAST) WHICHEVER IS CdTJN
GREATER. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS 3, Cail Glenn Johnson for an OnSlte InSpeCtlpn by the Environmental RTFICARALIN
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY Engineer to obtain a Certificate of Compliance. S 1,~ WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY STANDARD BAFFLES DETAIL ~
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. 4. Begin clearing and grubbing, Maintain devices as needed. Rough grade site. ~FF~~~'~: ~1~31~Q~
5. Install storm sewer, if shown, and protect inlets with block and gravel inlet
controls, sediment traps or other approved measures as shown on the plan. Begin
PLAN construction, building, etc, 6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch
linings, etc. Seed and mulch denuded areas within twenty-one (2 I) days of completion
of any phase of construction.
NEW CONSTRUCTION 7, When construction is complete and all areas are stobilized campietely,callGlenn 35' MIN. 15 MtN. Johnson for on inspection by the Environmental Engineer,
ExISTWG ROADWAY 8. If site is approved, remove temporary diversions, slit fence, sediment basins,
etc., and seed out or stabilize any resulting bare areas. All remaining permanent WEIR DETAIL TDP of oAM
6 MN I2" MIN, erosion control devices, such as velocity dissipators, should now be installed. y~A~ 9. When vegetation has become established, aalifor a f(nalsite inspection by the
~ \ • Environmental En ineer,Glenn Johnson. Obtain a Certificate of Com letion, 1.5'
FABRIC UNDER STONE TARP WEIR LENGTH
REVISIONS PROTECTIDN w
DATE DESCRIPTION CROSS SECTION TARP PROTECTED WE52 45' WEIR DEPTH DITCH AND BRAY TARP ESE r" N M R IM! Yf N q1
TARP ExTENDS TO i0E Of BACKSLOPE 1,5' wEIR DEPTH IMIN, 12.0E TARPI
CONSTRUCTION SCHEDULE TOPDfDAM
CONSTRUCTION ENTRANCE d'CPP RISER 5' MIN d' CPP RISER WITH SLOTS
CPP CAP WATER LEVEL STORAGE SLOPE DRAG) CPP CAP DURING STORM {SEE NDTE BELOWI
SEEDING SCHEDULE - - T0.RP GRAVEL DRAVEL USE SILT FENCE 0° FILTER RAFFLES FOR
en 0° FILTER SHOULDERS SIpE DITCHES SLOPES (MAX. 3a) SEEDBED PREPARATION ~ '-°o oa , , 00 n o6~ OVER 5 ACRES. 5t01RAGE \~'R~•~ l 00
DATE TYPE PLANTING RATE MINIMUM POAESLOPE 7 1/2: I I. ~ EARTH DAM O Q0~ fJ CHISEL COMPACTER AREAS AND SPREAD TOPSOIL 3 INCHES _ / I ~ 0 Oo0 '
AUG 15 - NOV I ......TALL FESCUE ...............300 LBS./ACRE DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE, MINIMUM BACXStoae s :1 E - I - ; • _ _,I: PAiNFEO RED CLEANOUT MARK
NOV I- MAR 1 .,....TALL FESCUE ......................................300 LBS.IACRE 2,1 RIP THE ENTIRE AREA TO 6 INCHES DEPTH, & ABRUZZI RYE _.....25 LBS./ACRE sraNE APRON - I , I I - , I' Lo~ 5'x T'x IB' I- -I - I,~ LOCATED HALFWAY UP RISER PIPE
MAR I- APR 15 .....TALL FESCUE ........................•......•-...,.•300 LBS ACRE 3.)REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS d5o =s" ~ i I ANTI-ELOTA APR f5 JUN 30 .....HULLED COMMON BERMUDA 25 LBS" ACRE LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ANTI-FLOTATION DEVICE NOTES; ~ ~ y~
JUL i- AUG 15 ......TALL FESCUE AND -.•....,120 LBS. /ACRE • ' ~„I ' BROWNTOP MILLET ....................35 LBS. / ACRE q,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE " " I DCAPWAND SLOT8R.5lOT5 S A L CBE~gwWIDE VERN?iAL SAW CUTS, ~ ~M WMd SLOTS SHALL BE PLACED AT 90" INTERVALS AROUND THE PIPE
OR SORGHUM-SUpAN HYBRIDS 3O LBS, / ACRE UNIFORMLY AND MIX WITH SOIL fSEE BELOW*). a z•PiPMaUitTS~oP~~E fA 5LOTSI.SLOTS SHALL BE 8'LONG ONE SEi OF SLOTS SHALL BE SEPARATED FROM THE NE%T SE7 RY 6°pF SOLID PIPE.TNE
5J CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM NUMBER OF SETS OF SLOTS SHALL 8E DEPTN OF BdSHV MINUS ONE THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH ~ i~i
SLOPES (3:170 2:11 REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. CROSS SECTION C SPECIFIEO.TNE LENGTH OF TARP SHALL DE ACCORDING TO OSS SECTION AVAILABLE SUPPIY.IF MULTIPLE TARPS ARE USED TO E%TEND PROTECTION TO TOE OF RACNSLOPE THEN TARPS SHALL BE I! ~
MAR i- JUNE i ....._SERICEA LESPEDEZA (SCARIFIED) .................50 LBS./ACRE 6J SEED ON A FRESHLY PREPARED DEEDBED AND COVER OVERLAPPED AT IEdST 12'.UPSTREAM TARP SHALL OVERLAP DOWNSTREAM TARP. THE TARP SHALL RE 50 MIL. HEdYY DUTY ~ ~
& SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. (MAR APR 15) ...ADD TALL FESCUE ..................................J20 LBS./ACRE REVISIONS SILVER TARPAULINS FOR SUN RESISTANCE. +~I~ BASIN SNAIL BE GLEANED OUT WNEN~/pFULL,
(MAR I- JUN 30) OR ADD WEEPING LOVEGRA5S ...._.......IO LBS. / ACRE 7.1 MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. (MAR 1-JUN 30) ...OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ ACRE DATE DESCRIPTION IB' SLOPE DRAINS FO BE USED WHERE VERTICAL SEPARATION i1M GYM BETWEEN BASIN ROTTOM AND DIVERSION BERM E%CEEDS I'. ~ W
JUN I- SEP I TALL FESCUE AND ..............................120 LBS./ACRE 8.)INSPECT ALL DEEDED AREAS AND MARE NECESSARY REPAIRS OR *•*BROWNTOP MILLET ...............................35 LBS. / ACRE RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF SLOPE DRAIN TO BE SECURELY ANCHORED BY RIP RAP DR OTHER MEANS.
***OR SORGHUM-SUDAN HYBRIDS ...................30 L85./ACRE STAND SHOULD 8E OVER 60% DAMAGED,REE5TABLISH FOLLOWING SEPT i - MAR I SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) , 70 LBS. / ACRE ORIGINAL LIME, FERTILIZER ANO SEEDING RATES W y
AND TALL FESCUE ..................................J2O LBS./ ACRE ' c Q ~ W
(NOV I - MAR D ApD ABRU2Zi RYE . . .........25 LBS. /ACRE 9.1 CONSULT ENVIRONMENTAL INSPECTOR ON MAINTENANCE TREATMENT ~ U J T ~ ~ S E ~ ~ M E I V T ~ A S ~ I AND FERTILIZATION AFTER PERMANENT COVER !S ESTABLISHED. IT BASlN DETAIL ~2 ~ °o F¦ ~ w
* APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL ACRE IN CLAY SOILS) INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. FERTILIZER - 1,000 LBS. / ACRE 10- JO-10 C1 ~ ~
THE ABOVE VEGETATION RATES ARE THOSE WWICH DO WELL UNDER LOCAL CONDITIONS; SUPERPHOSPHATE-500 LBS> /ACRE - 20% ANALYSIS OTHER SEEDING RATE COM81NAT10NS ARE POSSIBLE, MULCH - 2 TONS /ACRE ° SMALL GRAIN STRAW
ANOTHER -ASPHALT EMULSION Q 3O0 GALS./ ACRE
***TEMPORARY -RESEED ACCORDING TO OPT#MUM SEASON FOR DESIRED PERMANENT ~ ~
VEGETATION. DO NOT ALLOW TEMPORARY COVER 70 GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT,
z TEMPQ SEEDBED PREPARATION z
INFLOW Z TEMPO SEEDING SCNEDUI~E STRUCTUR a Z lR' MIN ¢ TOP OF ?AM
ro w W W TARP PROTECTSON
~H AND BURY TARP
E?GE (MIN, 12') 0` MIN WEIR LENGTH
KIMMER ER
W m _ DEWATERIN - o EP 4TERIN SECTION THRU WEIR EMERGENCY
V~~ a w z ~ o DEVICE Sf 0 ~ m c ~ N w - I ICE SPILLWAY
W a r ~ ! 1 tsj ,=u T alt ~ ~ o ° STEEL POST
I u u Z wra: s w w ~ I II I Q a z a r W o ° a m EARTH BERM
« 'NIW.O-b m¢~ a LL N m BAFFLES
W ~ m wa ~ „ r PLAN VIEW ~r I ! W W =za Viz- Wz v a r ~ > " zx i~ a a a~ a pp
6: 4 J 4w71w- m ,n O w N h Z A a ma ~ 1 zi> ra w xw a r ~ w ~ q u o o~ a~ w z BOTTOM ANCHORED WITH STAPLES I
s z I I Q LL o 0 1' MIN ~ a i I ~ ~ ova L atom rz m L INFLCIW BAFFLES CSTD) 1' MIN FREEBOARD TdP OF BERM ES CSTD) EMERGENCY
~a ° ~ y-__-_.__ I zz m L/9 W _ - J W z da P ~ ~ I I _Z I I ~ a- a °m z ST UCTURE SKll SKIMME SPILLWAY ELEVATI(JN
°r Z 2¢ J ..Z a QN w N wo 1 tL x , a oo <
s ~ ~ ~ ~ wo < "z Fw ~ L/4 EWATER F'i a 'rx-w / / ~ ( ~w~o aw uo
v,r aZ a ~ x a w ° ~w W Q ZONE urz .ada°o ~ ~ 1 zzWa .aa a°- W DISSIPATER
a~dow°Wa` F- ~ az4NWa~ pw I--~ ~ PAD RIP RAP
u0:~0U~~O ~ I U~~ZZZN ZN o Q~za~ ow h o oawa~ow oZ w SEDIMENT PiT oa°aruN I w $w M~~~ [a~ LL INLET SHALL BE
¢YaN 3WN a,~amowdmrc~ r, w°- r ~zu~~ar NCO L/q PROTECTED CAS NEEDED) CROSS SECTION fRON EROSION WITH LOSS SECTION CMP CIUTLET PIPE W
wa~~~z~a W it aoz~°a~~"oo d ~ wwaw°a=r J _wwrr"aoZ=LL ~'r a a ~ RIPRAP, TARP, MATTING
~~uW' wo Q I ~Y~~QWOaza WEIR LENGT POROUS BAFFLES >qgw Za axe wu lyJ i OR EQUIVALENT. Or ~~OCGa OZ f- _ ~3Www~aVi03 QI"'" h
U¢z~ wm2 ~ '~u.~UIY~SO~~' I--. v' wo°ouua§ Z a°a ,wardym Q Qrw'^z¢ o - zzrc~wz ~ NOTES: ~ =4~Zm~ <[3»~~N Uw
wro~ I- ir' ~ (NQT~.~: 1} BASIN SHOULD BE CLEANED OUT WHEN a agwt`¢o~~ ~ - U W ,g ,S ~°u ~~ti~w~'~ ~ m 7 THE TARP USED TO PROTECT THE WEIR ~w,..r a 4J Z z os o wwo o ~ POROUS BAFFLES SUPPORTED } E CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BA51N IS HALF-FULL t0 PROTECT THE WEIR SHAtL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
waoW ww s ,tr (7 mw o m °.w 1. CJRIVE STEEL FENCE PDS7 AT TO AVAILABLE SUPPLY. 1F MULTIPLE TAftP ~ r W swszoao rc WITH TDP +MRE BETWEEN STEEL o p Owen o u~m~~r r°u zwrz LEAST 18' INTO SOLID GROUND. UASTREAM 12° TARP SHALL OVERLAP TH '~rZ y ww ~ J m~"~'; No z az°wa ow POSTS PPLY. IF MUIiIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 32°. THE tRP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS
.zcrra u T. .X ~ wA o.',~, w~,a>Fm OR EQUIVALENT FOR U.U. RESISTANCE. OR U.V. RESISTANCE.
z a °w w c p L# a M o Z m w a d a w Q 2. WOOD POST ARE NOT ACCEPTABLE. 3) PROVIDE A MINIMUM OF THREE POROUS I °Qp~p~RR T - flOOa r~ maw~~o. 4) BAFFLE MATERIAL MUST BE SECURED Al JM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE. MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
~~m~W~gaw U N - a rrm-° aW~o~aHNaz 3. SEE CUSTOM SEDIMENT BASIN PERSPECTIVE VIEW w p 5) MOST OF THE SEDIMENT WILL ACCUMULA w NI-pU z - a-w~k wN~woz w~.n DETAIL #2 FOR CPP RISER INFORMATION 6) DURING THE CONSTRUCTION PHASE OF 1 )IMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
awowwam~ _ W Iowa ~ZN¢rm~'~-'~w 7) POND SHALL NOT BE CONVERTED FOR SwN°aaz mLL - STRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE. BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
a Swzzv rw a k ALL BASINS TO HAVE POROUS BAFFLES p VlG°or ~.ao p ~ptia¢ zz ~~-r+ tnw=aa~wor~-~ I-.m" t%7~NZw wr~aO l+O W ro'~wa q Qy ~aazr'u a2r
t- a 5+ d d a ~ s m a r a~ r_ o UETAII, No, MIRTH CAROL Ld STANDARD p~~~~~r U°a I'-B1 '1 pzo~a~a.°aa°¢ IJ11'1.iVlJl'S„L~,iJ z ? ? Z-- a N N CUSTOM SEDIMENT BASIN DETAIL #1 04000.03 STANDARD SKIMMER BASIN ouwm z
EFFECTl SHEET I of 2 EFFECTIVE: 01!31108 VE:05J06/05
Dm8001

J
w w CURB INLET
0 O ~ ~ an
Oa. Gam, WIRE MESH ~U h 4u ~1NW7
TOP ELEVATION OF STORMWATER ~ ~
ai~~ 0.5`-I' ~ ~ta~~ M wJ
UTILITY CORRIDOR FOR GAS, ~ *57 WASHED MAX. ~ ~W ~xMdl~ STONE ~ I A ~ K~WGI~
5' SIDEWALK ELECTRIC CABLE, TELEPHONE, ~ ~ ~ _ ~ Z pa DESIGN OF SPILLWAYS ~ mwam~
AND FIBER OPTIC EXISTING SLOPE _ _ ~ Z G q""" DRAINAGE AREA WEIR. LENGTH i =~~-~i~ i ii ~ ~a~~~
IACRESI fFT) CLASS f RIP-RAP FILTER FABRIC
~ 0 p 0 p ~0 ~ I Q•Q VARIES ~ 2 6.0
M -..r " CONCRETE BLOCK 3 8.0 4 10.0
v1 .,,1 _ s I~.o S1DE VfEW
w ..ti ~ _.J .-,v Q v, i DIMENSiQNS SHOWN ARE MINIMUM
3 EXISTING SLOPES
1L ~ GRAVEL FILTER HEIGHT & WIDTH DETERMINED BY I ~ EXISTING TOPOGRAPHY ANU
~ ~ _ ~ _ _ ~ _ POTABLE WATER, SANITARY rIlLllf-" SEDIMENT STORAGE REQUIRED.
O ~ SEWER, AND STORM DRAINAGE ~ ¢ ~ LOCATED IN STREET oMERFLDW VARIES i KEY RIP RAP INTO THE DAM
O ~ SEDIMENT LADEN RUNOFF FOR STABILIZATION, I I ~I~I
~ FILTfREO i 60.1, ' ~ ~j
YIATER I ~ ~ o~ WEIR o~o KEYED RIP RAP
a ~o da o ~a 0 > o 0
~ wIRE spREEN a
o 0 0 o z~ x q° scup aRACE =II„~I -If-~I ~T =57 WASHED STONE
`Q CURB INLET FRONT VIEW DAiE; ifMB
NOTES:
AND FIBER OPTIC 5~ SIDEWALK ELECTRIC CABLE, TELEPHONE, 1.7W0 CONCRETE BLOCKS SHALL 8E PLACED ON THEIR SIDES ABUTTING THE CURB AT THEIR SIpE pA REVf$IONS EXIS TiNG p~~ ~ ~~F DATE DESCRIPTION SLOPE
UTILITY CORRIDOR FOR GAS, OF THE SPACER BLOCKSATOXBRACEDTHE FRONT BLOCKS~FRONTEaLOCKS ARETPLACEDEONHTHER SIDES STEP SEQUENCE CNEC~Ep61F MOA
ACROSS 7NE INLET AND ABUTTING THE SPACER BLOCKS. wwr.r~...r w.w~,rr..M.. .~r~r .~r.wr..r ..r....rMr.....+.......+r .rw.r PRO,~CT N0, Y~90Z$.~
2. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH ~/'OPEMNGS SHALL BE PLACED OVER THE OUTSIDE VERTICAL. FACE (WEBBING) OF THE 8LOCKS 100 PREVENT FILTER STONE FROM BEING WASHED
r THROUGH HOLES IN THE BLOCK. RACK CHECK DAB
~ 3.NCpOT °5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK. y,~ UJ 4. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT,
0.? a
~ 5. APPLICABLE AT CURB INLETS WHERE AN OVERFLDW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE AONDING L1C G, t1, IN FRONT OF THE INLET .
TYPICAL 50' RIGHT OF WAY
BLOCK AND GRAVEL CURB INLET SE(JIMENT FILTER
~ a
See Meet C-7 to dlnienGane
STANDARD METAL POSTS 2'-0"IN GROUND n
w p~ ~ tq ffi N 0p
GALVANITED HARDWARE WIRE d EXTENDS TO TOP OF BOX
SECPIQN A-A Pllta- 6knket under r!R rap mTX£S;
SEC ANMp~Ai~iE 5dftaW,f iaR ~ ~Qb °
I. La la the Ian to of ttre ri a a ron. ~ ~ 9 G' P P Q 8
2.4 =apron ihtcknass Y~ p not rasa than 6' A S oqq Pp 4 6'
3, in well-defined extend the apron up the cnanneibanke t0 an elevation of 6'aDOVe the ° 0 0
maxinwn tailwater depth nr to the top of the r1 p~ v Dank which ever to lase. u 0 °
4.A filter blonkat a- filter fabric should ba ~ ° ° 0 tnatdled between tyro rtprap and sotifaundatlon.
° O ----^i ~7~ W a~
Q~ X80 ¢j C b' ° w~
ti4~xc99xU~9•emCk 0 OD°•~ -
PLAN ~ 57 WASHED STONE PLACED TO A HEIGHT OF
t2"-t8" MINIMUM ABOVE TOP OF BOX ~
REVISIONS ~ an~.o
DATE DESCRIPTIDN ~
DBTAQ. No, ~W~~
STANDARD INLET PROTECTION 04000.14 flWW Q Q
ENERGY DISSIPATOR SHEET,°"
~ ~ W
® a~
M ~
4' MIN, FILTER MIN, FILTER
t. FILTER DF #57 FABPoC WIDTH FABRIC WIDTH
STEEL FENCE PDST WASHED STONE
WIRE FENCE T- - ~ ~
---~-->r - ~ L_ ~ I~~ 1~-I z ~
! I I I HARDWARE CLOTH ~ _ _ ` } - - - ~ i j~ ~ f . i ~ 1_~ ~ 1 ~ _ ~
SILT FENCE _ _ ; ~ ~ ~ I. I t _~.I.!_. r ~ ~ ¦
~ I ¦1¦i
FILTER DF "57 0 -f---~-7 mow,
WASHED STONE ~ ~ ~ i I I ~ ~ I F , ~t
- i I I I . r =---F I-- _7 I _ ~ I*'
~n~~ ~ ~ ~ l I I
I
FILTER FA6RiC "x x ~ / r~ I ( I I ~,O 0 DN GRDIlND ~ _I_~ _ _~-t ~ -I- , ~ ~ _i
_k v~...,_. __.±~~Y_Y_~t.. S~ ~L_Y_` ~ I _ _ i - - ~--i,~-~- 'I' .
SECTION HARDWARE C O7H AND ~~.QN U{LW ~RQ~~ U{c~ ~Q~~ U~C~ STEEL FENCE POST SET MAX. 2' APART
SILT FENCE GRAVEL OUTLET
_ u
ORAWM NIL
D-900

WEtPOND/ RISER TOP OF RISER ORIFICE DIAMETER BARREL BARREL BARREL OUTLET TOP OF POND EMERGENCYSPIILWAY EMERGENCY SPILLWAY ANTI i LWAY ANTI FLOTATION ANTI FLOTATION Q10 WET POND / DI5SIPATOR PAD I i
BIORETENTiON AREA DIAMETER ELEVATION & ELEVATION DIAMETER INVERT LENGTH INVERT ELEVATION ELEVATION LENGTH BLOCK LE' BLOCK LENGTH/WIDTH BLOCK HEIGHT (CFS) BIORETENTION AREA dso dM,~ THICKNESS LENGTH WIDTH @ PIPE WIDTH @ END
(IN IN j~1 {FT F7) {INCHES INCHES INCHES) FT FT) Ffi) ~j
I 48 333 2" ~ 331.25 36 326 294 317 305 304 25 ~ ~0 6 X 6 2 66,03 a 9 14 21 24 9 27
J 24 325 NA 18 321.67 100 321 326 325.5 20 3X3 1 7.93 1 6 9 14 10 4.5 11.5 ~ ro,~~z
K 30 301 NA 24 296.67 24 296 302 301,5 20 4X4 1 19.2$ K 6 9 14 13 6 15 ~ ~1 N~I~t1tY
L 30 309 NA 24 305,b7 24 305 310 309,5 25 3 X 3 1.5 30.5 L 6 9 14 18 6 20 ~ ~ ~ x;„,;, ~
M 30 309 NA 24 305.67 ?A 305 310 309.5 20 3X3 1.5 12.61 M 6 9 14 13 6 15 ~ ><rmmF
N 36 305 2" @303.75 24 298.75 24 298 307 3~ 20 y 5X5 1.5 32,29 N 7 11 17 20 6 22 0 m~ww3
0 30 314 NA 24 309.67 36 309 315 314,5 25 4X4 1 26,46 D 6 9 14 16 6 18 ~a~w~
P 30 316 NA 24 311.67 44 311 317 316.5 20 4X4 1 24,0$ P 6 9 14 16 6 18
Q 24 317 NA 18 313.67 32 313.5 328 317.5 20 3X3 1 7.23 Q 6 9 14 10 4.S 11.5 •
R 30 337 NA 24 333.67 100 333.17 338 337.5 2S 4 X 4 1 1$.42 R 6 9 14 13 6 15
5 36 347 NA 30 343.67 45 343.45 348 347.5 25 4X4 1 28.28 S 6 9 14 15 7.S 17,5
CAPPED CLEAN OUT PIPE
3-5' GRASS
OVERFLOW DEVICE
SOD LAYER
BERM BERM
1
12" PONDING 3
DATTIw 11/19V2A08
4" WASHED 5AND 9RAYN(8'W DPBAI~iF
FILTER FABRIC 2' SOIL MEDIA ~cr~o~:
TRASH RACK W/ ANTI-VORTEX ~eat~r wa. q~ozsao
SUPPORT BY OTHERS
;4~1
8" X57 STONE TQP OF DAM WIDTH = 10` (MIN)
TRASH RACK BY OTHERS
PERF. PVC UNDERDRAIN TOP OF DAM EL= SEE TABLE
DISCHARGE BARREL SLOPE TD OUTLET AT MIN 0.5% TOP OF RISER 18° 3~~ **FOR POND ~5 SIDE
SEE TABLE ~ I SEE DETAIL THIS SH R POND ~5 SIDE SLOPES, EARTHEN DAM -SEE SPECS ~__3___ DETAIL THIS SHEET I I
2'-6" STU
BARREL INV.
SEE TABLE
L...
BIO-RETENTION CROSS SECTION NoT To SCALE BARREL OUTLET INV. SEE TABLE SEE TABLE
~p~ ~p~ aNTI-FLOaraTloN BLOCK
UV~TNO~~ ~NTERN,Q~ WATER STORA~jE ~O~E SEE TABLE FLANGE CONNECTION W/ NEOPRENE GASKET ANTI-SEEP PLATE (TYPICAL OF 27 S SANDWICHED BETWEEN ill
W STAINLESS STEEL BOLTS GASKETED FLANGES W/ STAINLESS STEEL BOLTS
CORRUGATED METAL POND. OUTLET STRUCTURE ~ " ~ "
NTS
TYPICAE DETENTION
POND DETAIE
~ ca
W ~
3-5' GRASS ~ ~ ~
OVERFLQW DEVICE ~ ~ G~ ~
CAPPED CLEAN ~ ~ ~
SOD LAYER OUT PIPE ~ iIR."
BERM Cf BERM BERM
TOP OF POND
y ~ 1~ rrl
SLOPE (N5TALLAT(ON 12" PONDING ~ ~ 1Y 3 ©W ~
CREST OF WEIR
{30 cm) i 1 ~ I ! - ` ~ ~ it I ~ _ L_. ~ ~
- 4 - i- ' I 2., 5" - ~ I ` ~ ' ~ ~ ,-III - I ---I ~ 1~
(5cm-12.5om) ~ I 3' SOIL MEDIA ~ ~
\ (156cm) ii ~ i ~ NORTH \ ~ ,---1 I I= _ _
\ o ~C 7 AMERICAN 1 s 4, ~ O i 1 I S ~
~7 r j i ~i 2 G R ~ ~ N :i!;:: ,,i:ic.:;;_:i;:;,:: (15 cm) O '-_i I ~ - -i i
EROSION CONTROL Products y y ~ y GEOTEXTILE FABRIG W y a - ~ - r k~
Guaranteed SOLUTIONS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ W ` W W y . - I ~ 3B ~ _
\ I - 14649 HIGHWAY 41 NORTH ^ ^ ^ ^ A \ VA \ \ ~ / i 8 i- I ~ - 8" #57 STONE
EvANSVILLE, IN x7725 CLASS !RIP RAP i_~~~i ~ o ~~I I 800 772 2040 ` ~ ~ i ( I L__ I , i i_ DISCHARGE BARREL
www.nagreen.com TNCKN S = M N) I - I Q ~ PERF. PVC UNDERDRAIN AT 0~
3" ~ --I I ! _ I1 I- ~ ~
(7.5cm) I! Iii,-,- ' i 3A ~ i-
3, 5
GE~ICY SPIE~U~IAY
- - ~ OPTION
TOP OF POND g1O-RETENTioN CROSS sEC~~oN NaT To SALE
f. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. CREST OF WEIR WITH INTERNAL WATER STORAGE ZONE ~
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE 70P OF THE SLOPE BY ANCHORING THE RECP's !N A 6" {15 CM) DEEP X 6" (15 CM) WIDE TRENCH ~ f ~ ~ ~ ~ ~ ~ I J +~Ir
- L. _ - i..._._ w._i I L._....- - ~ - WITH APPROXIMATELY 12" (30cm} OF RECP's EXTENDED BEYOND THE UP--SLOPE PORTION OF THE TRENCH. ANCHOR THE _ - I~ ~'t---~I~ it ~fl- ~i-! ~1~-- RECP's WITH A ROW OF STAALES STAKES APPROXIMATELY 12" 30 CM APART IN THE BOTTOM OF THE TRENCH. _ - "i I i i I f - i I r I I I I ~I~I I I I ~ ( )
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" 3D CM ~ -III---- ( -~I ~r
PORTION OF RECP's BACK OVER SEED ANp COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF I STAPLES~STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. ~~I~-'-'~ 1-
3. ROLL THE RECP's (A.) DOWN OR (8,) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE ~
AGAINST THE SOIL SURFACE. ALL~RECP's MUST E3E SECURELY FASTENED TO S01L SURFACE BY PLACING~STAPLES STAKES IN APPROPRIATE LOCATIONS AS SHOWN fN THE STAPLE PATTERN GUIDE. WHEN USING THE'DOT SYSTEM STAPLES~STAKES NQRTN AMERICAN GREEN TYPE P3OO ' ~ ~1 PERMANENT SEEDINGa W
- i SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. OR P550 TURF REINFORCEMENT MATTING l_~
(OR EQUAL)„ INSTALL THE ENTIRE WIDTH -1' i _---I ; , °ALL EXPOSED SLOPES OF PONDS SHOULD BE SEED 4, THE EDGES OF PARALLEL RECP s MUST BE STAPLED WITH APPROXIMATELY 2 5 (5 CM - 12.5 CM) OVERLAP DEPENDING QF WEIR TO TOP OF BERM, EXTEND MATTING ~ ' ' UPON COMPLET{ON OF GRADING OPERATION. JLO BE SEEDEq IMEDIATELY ION.
oN RECP's TYPE. ~ 3' INTO UNDISTURBED SOIL AND TURN DOWNo ( ~I I ; -IF SOIL WAS COMPACTED DURING GRADING PHASE, S )ING PWASE, SURFACE ROUGWENING
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END SHINGLE STYLE WITH AN APPROXIMATE ' G -i ~ I- ~ SHOULD BE PERFORMED IN ACCORDANCE WITW NORTF ( ) DESIGN MANUAL SECTION 6.03. WITW NORTW CAROLINA E&SC
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30 CM) APART ACROSS ENTIRE -AMEND SAIL ACCORDING TO SOIL TESTS OR APPLY RECP s WIDTH. S~0 LB/ACRE `10~ l0 10/~ER~ILIZER.
I I- -:i i I =-1 I i=='-~Ti 1 ~ =~1 i I- GROUND. AGRICULTURAL_ LIMESTONE AND. - _00 LB/ACF ninrr.
-SttU MIX I UN SHUULU bE 9U-60 Lb/AUKS (1-2 Lb *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO $ERMUDAGRASS MIXED WITH 40 LB/ACRE ANNUAL R' ACHE (1-2 Lb/1,000 5F) OF COMMON
PROPERLY SECURE THE RECP's. " -FOR OPTION I MULCH USING 4 000 LB/ACRE COMM( E ANNUAL RYEGRASS. /ACRE COMMON STRAW.
3' -FOR OPTION ~ PLACE SELECTED TURF REINFORCEM REINFORCEMENT MATTING
OVER SEEDED 4REAS ACCORDING TO DETAIL. EMERGENCY SPILLWAY -RESEED BARE AREAS AFTER 45 DAYS. :TAIL.
OPTION #2 0umG N0.
Dmi 000

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Z
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BiORETENTION AREA CONSTRUCTION NOTES: _ ~ ~ _ . %
- ~ - ~ o~~~ _ f' ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE SLOPES - - r r -r ~ , UNUERDRAtN-~
_ _ _ - _ ,r ~ ~ DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION ~ _ _ - v~G~ - i /
OF THE BIORETENTION AREA BEGINS. _,-~'---6 - _ D , _ . r CLEANOUf ~ CLEANOUf~TYP.,, 1NV QUT~ 32J.Fi!' _ ~ - - _ \
_ tiU ; - ,r- - _ _ r
PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN tO AND 30. ~ - ~ ; / ~ / ter'" 3z2_ r 824 / ~Z~-~, ~
326_....__._
HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1--INCH AND 2-INCHES PER HOUR. ~ / ~ ~ ~ ~ _ ' r' , ~ TOPOPRERPA-326 ~ t "
ALL BIORETENTION AREAS SHALL BE GRASSED CELLS. THE BIORETENTION AREAS ARE TO r, - _ X26 ~ 2fi -;~~s
BE SODDED AND THE SOD MUST NOT _ f~-- / - / ~ _ f' i / ~ ~ ~
BE GROWN IN SOIL WITH A CLAY LAYER. , ~ ; i , _ f' ~ / ,ice ~ ~GZ 1~~, ,,~'~3~~ / _ ~ BATS 11I191E~
. ~ 36"x' - ~ ~t; - { 4 ~ ` ~ ~ ~ - ORAMNI B1F. OFBII~IF
--~4~ZF` ~ 3/.~ c' THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE A5 FOLLOWS: ~f• ~r j' CNECII~p 6~' MDA
85-88% SAND f + f~ V ~ / ~ r' ; _ _ _ _ _ R~ ~ /NG ~ / _ - _ Fae,?r~r M~. Cana
8-12% FINES , , ~ - - ~ ~ _ ~ _ r / _ r- 3-5% ORGANIC r' / ~ ~ ` f~ ~ _ - - -
~ ~ , ~ `f ~ cuss r y,
i WET POND CONSTRUCTION NOTES: ti<~~' ~ - '`r / _ , f ~ ~
/ J / / f'f , _
~ ~ _ _ _ -v(~ ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE ^4~~ 'G~ _ M ~ f ~ ~ / I
GLEANED OUT BEFORE 17 IS CONVERTED ~ ~ / i ~ ~ t - ~ ~ ~ i /
TO A PERMANENT STORMWATER BMP. ~ _ _ __-_~z . ~ ,
, MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO ~ ~ ~ e, ~Y f ' ~,i ~ ~ ~ ~ j ~ ~ ~ z
~ q ~ = - ~ ~ / ~ ~
f r ~ ~c - -
r f _ - - - IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL !
P TA / .r-- I ER DE ILS. ' ~ ~ ~ ~ c ~ ~ . f _ / ti~ f,
I - / ~ , /f ~i
~ PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDGOVER ~ ~ , ,r ~ ~ ~ ~ ~ ~ ~ ~ _ / _ ~ -
~ WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER r! ~ , ,~r,--~~ k ~ , ~ ~ ~ _
G° / / ~ f i ~x,~ i r. i i f' r ~ APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AR~~ _ ~ ~ ,1 ~ ~ ~ v.?~~ ~ ~ 6® ~ ~ ~ ~ ~
HAS BEEN STABILIZED, ~~`t,- ' ' ~ i ~ ~ , ~ ~ / ~ 141
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CLASS B RIP RAP 9
V I ~
TOP OF POND ELEVATION=335.00 1D' SHELF AROUND 10~ SHELF AROUND EXISTING
PERIMETER OF TOP OF WEfR OUTLET TOP OF BERM MAIN POOL STRUCTURE EL. = 333.00 :fR OUTLET TOP OF POND EL. = 333.00 PERIMETER OF ELEVATION=335,0 STORM MH MAIN POOL
ELEVATION = 334.00 3:1 SLOPE
PERMANENT POOL ELEVATION = 331.25 - PERMANENT PDOL ELEVATION = 331.25 3:1 SLOPE 3" ORIFICE EL. 331,75
BOTTOM OF POND ELEVATION = 327.00 2;1 SLOPE EL. 331.7 ELEV 331.25 ORIFICE EL. 330,75 10:1 SLOPE ELEV 331.25 3:1 SLOPE
2:1 SLOPE FOREBAY 10;1 SLOPE BOTTOM OF POND ELEVATION = 326,00 EL. 330.7 MAIN POOL
LINER 3:1 SLOPE
3&" RCP OUTLET 294-Lf ®3.06%
NOTES: IN V=317.00
1j THE POND SHALL BE CLEANED OUT WHENEVER SEDIMENT ACCUMULATES TO A DEPTH OF 257 OF TOTAL DEPTH.
2 CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE
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TOP OF BERM MAIN POOL STRUCTURE EL. = 3 PERfMETER OF TOP OF POND W ~r STRUCTURE EL. = 365.00 MAIN POOL €LEVATION=307.0 W (~A W
ELEVATION = 305.00 305.00' PERMANENT POOL ELEVATION = 303,75 PERMANENT POOL ELEVATION = 303.75 3: i SLOPE ~ ~ 0 ~i
EL. 305.00 _ 3:1 SLOPE ~ ~ 2" ORIFICE _ BOTTOM OF POND ELEVATION - 300A0 p;t SLOPE EL. 304.25 ®ELEV 303, EL. 304.25 ~ ~ ~ 2" ORIFICE EL. 303.25 10:1 SLOPE ~ err
2:1 SLOPE FOREBAY 10:1 SLOPE BOTTOM OF POND ELEVATION = 298.75 ® ELEV 303,75 3:1 SLOPE ~ a
EL. 303.25 MAIN PO
LINER 3:1 SLOPE BIORETEN110N AREA CONSTRUCTION NOTES: s7~
NOTES: 85 LF - 24" RCP ~ 0.88%
ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE fN PLACE AND THE SLOPES 1) THE POND SHALL BE CLEANED OUT WHENEVER SEDIMENT ACCUMULATES FES INV=298.D0
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION TO A DEPTH OF 25% OF TOTAL DEPTH.
OF THE BIORETENTION AREA BEGINS. 2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE CONSTRUCTION IS COMPLETE.
PHOPHORUS INDEX Of THE SOIL SHALL BE BETWEEN 1O AND 3O. 3) VEGETATION SHALL BE PLANTED ALONG THE ENURE PERIMETER OF THE POND PER THE LANDSCAPE DRAWINGS.
HYDRAULIC GONDUCTIVITY 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 SCAt.~`; l" - l0'
BE SODDED AND THE SOD MUST NOT 9 g 0' 14' 2D' r~
BE GROWN IN SOIL WITH A CLAY LAYER.
THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE AS FOLLOWS: 85-$8% SAND
$-1Z~ FINES RETAINING WALL F
~'~5% ORGANIC TOP OF WALL EL=321
W~
WET POND CONSTRUCTION NOTES:
W
ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE CLEANED OUT BEFORE IT IS CONVERTED 1scTIN~T ETwoRK a: ~
EL303 ~ TO A PERMANENT STORMWATER BMP.
CLEANOUT TYF ClEANOUT TYI? BERM OVERFLOW
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO EL 302
APPROVED PLANS. SOD LAYER EL=spa
r sDIL MEDIA
If RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET INSTALL RISER BARREL a 4"WASHED SAND PER DETAILS. UNDERDRAINOUTLET JD
EL~96 24 LF 24" CMP ~ 2.79% EL~96.67 ~ B"GRAVEL
6 PERFORATED PERFORM FINAL GRADE Of POND AND STABILIZE BANKS WITH GROUNDCOVER. scH4oPVc
UNDER DRNN ~ 0.5°~
WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER
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HAS C~F~N STARIII7FI~
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UNDERDRAIN OUTLET 8 3"GRAVEL 8"PERFORATED
EL=305 24 LF 24' CMP ~ 2.79% EL=305.87 IWS SCH 40 PVC
t NYS DEPTH =12" UNDER DRAIN ~ 0.54'0
TOP EL~305.fi7 y
BOTTOM EL=304.87
BIORETENTION AREA CONSTRUCTION NOTES. RErAININ~WALI
TOP OF WALL EL=327 1Q' 20'
ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE
SLOPES DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE
CONSTRUCTION OF THE BEORETENTION AREA BEGINS. ~F°
PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30. BERM CLEANOLR TYP. h' W
HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1-INCH AND 2-INCHES EL31o OVERFLOW FESINLEr~
p EL 08 ~ U1YYkR EL--308 EL 310 PER HOUR. 3'SOILMEDIA
IWSTOP ELEV=305.67 7 ~rl.
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N T W WI AY ARE TO BE SODDED AND THE SOD MUST 0 BE GRO N IN SOIL TH A CLAY L ER.
UNDERDRAMIOUTLET ~ 8"GRAVEL
EL=305 24 LF 24" CMP ~ 2.79% EL=305.67 IWS 6"PERFORATED THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE AS FOLLOWS: scH4oPVc
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