20000783 Ver 2_Stormwater Site Plans_20100428

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TAXODf t1M DISTICNt1M BALD CYPRESS ~ ~ , ~ ~ ~ ~ ~ S , ~ j ~ . ~ / ~ I ~ PNOJECT N0. 2009023.00
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i0~ POA PALUSTRIS - FOWL BLr~EGRASS _ _ - , 2 (~i- J
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f HEETS INDEX S
SITE PLAN ~ .........................................•----.........-----------------C-100 F Z
SITE PLAN ENLARGED -=---------------•--=---•-------------••---................C-101 . h J
SITE PLAN ENLARGED .:.................................•--•-----..........-C-102
GRADING & ER®SION CONTROL PLAN.:....---"•-•-°••'••"'•"'•••-•-••'••C-200 D7
GRADING '&'EROSION CONTROL PLAN ENLARGED (SWJ •••••••-•-••••••-~C-201 ~0 P ~0
GRADING & EROSION CONTROL PLAN ENLARGED (5E) ••••••••-•-•--••••C-202 P
GRADING & EROSION CONTROL PLAN ENLARGED (NW) • • • • • • • • • • • • • - • • • • C-203 NN~Z b7 N '~'~'W Y
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'GRADING ~ EROSION CONTROL PLAN ENLARGED (NE) -----------------•C-204 Z XIWWF D
STORM" DRAINAGE PLAN C-300 mjNN3 Z p Q";
STORM` DRAINAGE' PLAN ENLARGED ......................................C-301 W a~°'0'3
STORM DRAINAGE PLAN ENLARGED ----.....••••••••••••••°••••••••••••••C-302
STORM DRAINAGE PLAN ENLARGED .........•••••••••••••••-•••••••••••••C-301
STORM DRAINAGE PLAN ENLARGED ------------------•--•-••••••••••••-•-C-302
UTILITY PLAN C-400
UTILITY PLAN ENLARGED (SOUTH) --------•--------------•--..................-C-,401
UTILITY PLAN ENLARGED (NORTH) C-402
ROAD LEMONGRASS LANE PLAN & PROFILE C-500 ',tt6;tlHittddd6P
ROAD LEMONGRASS LANE PLAN & PROFILE C-501
ROAD LEMONGRASS LANE PLAN & PROFILE •------•---•--•-•~-•-~•-•••----•C-502 o ssr
A\ O ~ V
TRADITIONS MEADOW DRIVE PLAN ~ PROFILE •--••••••-•--•-•-----------•-C-503 O w w
SPRINGTIME FIELDS PLAN & PROFILE """""""""""-"•-••""-"-""'C-504 o~ a his/"
SPRINGTIME FIELDS PLAN & PROFILE C-505 ATTENTiO T N CON RACTOR 0 ~e®~o~sm
SPRINGTIME FIELDS PLAN & PROFILE """""""""""""•'••"-----•--"C-506 { ~',d+~tttta
TRADITIONS GARDEN LANE PLAN & PROFILE C-507 The Construction Contractor res onsible for the extension of water 0
C-508 p TRADITIONS GARDEN LANE PLAN & PROFILE sewer, and/or reuse, as approved in these plans, is responsible for q DATE: 11(19!2009
STRAWBERRY FIELDS WAY PLAN & PROFILE •"•••""""""""""""""C-509 contacting ~ DRAWN D7: DFDIRJF
C-510 the Public Utilities Department at 919 857-4540 at least o WILDFLOWER RIDGE ROAD PLAN & PROFILE ( ) 1909 z
••••-•••-------•---••----••••---C-511 twenty four hours prior to begtnntng any of their construction. ~ ~ WILDFLOWER RIDGE ROAD PLAN & PROFILE o 1v CHECKED BY: MOA
WILDFLOWER RIDGE ROAD PLAN ~ PROFILE """"""""'°"""•-•••••-C-512 PROJECT N0. 2009023.D0
Failure to notify both City Departments in advance of beginning AUTUMN MEADOW LANE PLAN & PROFILE "••-"•'•'•"•"'""""'••""C-513 construction, will result in the issuance of monetary fines, and require ~ i9
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NIGHTINGALE COURT PLAN & PROFILE C-514 reinstallation of any water or sewer facilities not ins acted as a result f ~ p r N N
CONIFER FOREST LANE PLAN . & PROFILE'""'-""''"''""""""""""' C-515 of this notification failure. ~ _ o a
WOODLAND GROVE WAY PLAN & PROFILE C-516 ~ /9 . Fatlure to call for Ins ectton Install a Downstream Plu have 9 0 _ p 9, ~6 ~ IA
WOODLAND CR®VE WAY PLAN & PROFILE ' C 517 Permitted Plans on the lobstte or an other Vlolatton of CI of ~F " Hq Y tY H,~ RRi
WOODLAND GR®VE. WAY PLAN & PROFILE C-518 Raleigh Standards will result in a Fine and Possible Exclusion from ~tiS u S R Q D
W®ODLAND GROVE WAY PLAN. & PROFILE C-519 future work in the City of Ralei h R~ 9 ~ , ~Q~ ~O'
ALLEYWAY `A' PLAN ~ PROFILE C-520 v ~ J ~ ~ ^7
ORANGE BLOSSOM `COURT PLAN & PROFILE C-521
FIREFLY LIGHT COURT PLAN PROFILE C-522 ~ ~ ~ 4tv~ ~
ALLEYWAY `B' PLAN PROFILE ..................................°"-'-"-""'•C-523 ~F sp 4,P 9p~ ~ ~
CHESTNUT GROVE PLAN &PROFILE C-524 Fy G~ ~ o 0
GRAY WOLF COURT C-525 9o q ~ OA GROVE IgQ2
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General Notes: J ~ R9, ~UNfPER CHURCH RD, A VE E
1. All construction shall be in accordance with applicable municipality standards, specifications, and details, P~ Je' p
Work in this ro'ect shall also conform to these tans, the latest editions of the North Carolina De artment of Trans ortation NCDOT ~ P1 P p P ( I ~
EXISTING CONDITIONS EX-100 Road and Bridge 5pecifications,the Road and Bridge standards, the North Carolina Erosion and Sediment Control Handbook, IA ~ the North Carolina Erosion and Sediment Control Regulations, the final geotechmcal report, and General Design Standard. In the event of ~1~ ' 9yF ? r A K E ~0 0
conflict between any of these standards, specifications, or plans, the most stringent shall govern,
8MP-1 WETPOND & BIORETENTION PLAN & SECTION 2,The contractor shall be solely responsible for trench safety during all phases of construction, 2p N
WETPOND & BIORETENTION PLAN & SECTION BMP-2 FOREST '94S ~ N M C f0 h CO
3,The location and size of existing utilities as shown is approximate only. The contractor is responsible for horizontally 2 WETPOND PLAN & SECTION - - - • - - - - - - - - - - • - - • • • • • • • • • • - • • • • • BMP-3 and vertically locating and protecting all public or private utilities that lie in or adjacent to the construction site. The
Contractor is full res nsible for noti m all util' owners in accordance with NC General Statue - Cha ter 87, Article 8, ~4 WETPOND & BIORETENTION PLAN &SECTION•••-••••••--•-•----••-••--••-••BMP-4 y P~ g P The Underground Damage Prevention ACY. r~ 1946
BIORETENTION-PLAN & SECTION BMP-5 W Ak~` ASE'
4,The contractor shall salvage and protect all existing power poles, signs, manholes, telephone risers, water valves, etc, during all construction phases. DETAILS •=••••'•--•••••-••-•--••••••••••••-•••••••••-•-•-------•••---••••••-••-••--••BMP-6 The comractorshallrepair,athis own expense, any existing utilities damaged during construction. JACK JONES RD. ~o 0
WETPOND PLANTING .............................................•----------......WP-1 5.Traffic control on public streets shall be in conformance with the traffic control plan, the "Manual of Un'form Traffic Control Devices," and d ~a ~oNFSO ~ 2055 X20
WETPOND PLANTING WP-2 as further directed by City and State Inspectors. IA
WETPOND PLANTING - • ° • • - • • • • • • • • • • • • • • ~ • • • • • • • - • • • • • - - • • • • • • - - - - - - - - - - - - - - - - - • • • WP-3 6. Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities in drawings or 9jRy w OLD PEARCE RD,
WETPOND PLANTING • • ~ - • • • • - - • • • • - • • • • • - • • • • • • • • • • - • • - - - - - - - • - - - - • - - - • - - • - WP-4 specifications shall be immediately 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 be done at the contractor's risk. ~ F
7.A Pre-Construction Conference shall be held prior to the start of construction. The contractor shall arrange the meeting with Wake County Q cy~~k $roR c~0s~ W Z Q
Environmental Services. ~.P 5•
B,Contractor is responsible for verifying all required permits and approvals prior to commencing construction, F Ro, ~ ~u' ~ ~ J
9.All areas shall be graded for positive drainage, and as shown on these plans. The contractor shall maintain adequate site drainage m
during all phases of construction. The contractor shall use silt fences (or other methods approved by the engineer and applicable municipality} as ~
required to prevent silt and construction debris from flowing onto adjacent properties. Contractor shall comply with all applicable federal, state, or local 0` ~ erosion, conservation, and siltation ordinances. Contractor shall remove all temporary erosion control devices upon completion of permanent o CTi m 0 09 ~ ~ ~
drainage facilities and the establishment of a stand of grass or other growth to prevent erosion and with approval of the erosion control inspector. ~ ~l' N ~ m 2342 _ , ~ ~ v
O 10.The Contractor shall clear and grub the site and place, compact, and moisture condition all fill per the project geotechnical engineer's specifications. N sr' o ~ R ~p¢~pM ~ Q W W a N m 252 205q os~~ RD. y O a~. A
The fill material to be used shall be approved by the Geotechnical Engineer prior to placement, m
11.Materials used to construction embankments for any purpose, backfill around drainage structures, or in utility trenches for any other depression O ~ j ~ ~ ~QZ
requiring fill or backfill shall be compacted to 95% of maximum density as determined by the modified proctor test as set out in ASTM Standard D-968.
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 by a cert'rfied materials'testing laboratory and 90~~ ~FeG ~ ~
the certifications made by a licensed professional engineer representing the laboratory. ~s <oti
12,Proposed contours and gutter gradients are approximate. Proposed spot elevations and roadway profiles~super-elevations4ypicalsections 9p RQ ~ ~ ~
are to be used in case of discrepancy.
13.The contractor shall verify and coordinate all dimensions shown, including the horizontal and vertical location of curb inlets and grate inlets 2300 4. . ® OTC Q
and all utilities crossing ilia storm sewer. O~ PULLEY TOWN RD. ~ `y 3
14.AII distances shown represent horizontal ground distances. ~ o r
r 15.Rim elevations are given as top of curb for Catch Basins, top of grate for Drop Inlets, and top of cover for Junction Boxes. 0 R LESVILL ~
0 0~ BURGiNcrDN 205 CENTURY FARM
16,Storm Sewer (RCP} shall be constructed to the following classes (unless otherwise noted): ' ® Cover less than 10 feet - Class C or D bedding, Class III walls
U ~ ~ Cover 10 feet to 15 feet - Class B bedding, Class III walls Cover greater than 15 feet - Class B bedding Class N walls M1(~S
Woter DistributiotyExtension System 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.
The City of Raleigh consents to the connection and extension of the 18,A11 handicap ramping, striping, and pavement markings shall conform to ADA requirements and the VICINITY MAP
"North Carolina State Building Code, Vol.1-C Accessibility Code." City°s public water system as shown on this plan. The material and
Construction methods used for this project shall conform t0 the 19.Existing Water and sewer mair>~Service sizes to the property are to be verified by the contractor prior to the start of construction.
standards and s eeifications of the Ci `5 Public Utilities Handbook. The project engineer has attempted to verify sizes from relevant plans, however, exact size'dimension can only be p tY determined from field exposure of the relevant line.
City Of Raleigh 20.Before starting any construction of improvements within any City or NCDOT street or highway Right-of-Way, the following procedures should be undertaken, City Right-of-Way-Correact local authority's traffic
Public Utilities Department Permit# engineering department for information on detours, open cutting of streets or for any construction within Right~f-Way. NCDOT Right-of-Way -contact project engineers and obtain all permits and encroachments (cross-check plans with
special provisions, keep copies on construction site, also contact NCDOT District Office
Authorization t0 Construct 24 hours in advance before placing curb and gutter).
Date Sanitary Sewer
1.Minimum ground cover of 3'-0" to be provided for all Sanitary Sewer Collection lines A" and larger in non-traffic areas. If minimum cover is not
provided, ferrous pipe shall be used. r® Owner:
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 ¦ a
required in Class 1 bedding (minimum cover shall be no less than 3'-0"}. ' y o t ou, Inc. Wake Forest Reservoir P opert~es, PLC
® 3.Minimum slope for 4" and 6" Sanitary Sewer collection lines shall be no less than 1,0% with cleanouts every 75 linear feet.
4.Maintain 24" v rtic I s r i P.O. Box 1615
e a epa at on 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.
Sewer Collection>Extension System r Potable Water Wake Forest, HC 27588
The City of Raleigh consents to the connection and extension of the 1.Water main to be installed ai a de th with a minimum cover of 48" with 18" vertical clearance minimum
m h non this Ian. The material and P n r ¦ n i ublic sewer s ste as s ow r~ C ty`S p y p (separation must be over sanitary sewer} from other underground utilities and 10 feet horizontal clearance from sanitary sewer mains. ns, resident Andrew 1. Ammons, Man ger
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook. 2.Pressure reducing valves shall be provided if pressure is in excess of 80 psi. ® ~ e T: 562-1322
3. uate valves shall be installed on each main line branch (3 per tee, 4 per cross).
City of Raleigh ' F: 562-1324
Public Utilities Department Permit# General Utility 2 -1 3h 2 1.AII water and sewer mains within public easements and Rights-of-Way to be owned, operated, and maintained by the public authority.
Authorization to Construct 2.Ail construction to be of the local authority standards and specifications.
Date 3.AII Underground utilities are approximately located. Actual location and depth to be confirmed in field prior to construction. -DRAWING NO, moni

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1.1Nake, Counfij PIN 1851441044 0 m 4~
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2e Zoning: CU R-10, CU R-8 & R-5 P N N '~mW
3. Total Number of Single Family Lots: ~ W ~Z~~~
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PHASES 1 (SOUTH] =120 ~ , ~ mWmm3
PHASE 2 (N4RTHj = 148 -The En ineer does not uarantee that all exi tin f " g g s g acIlltles such ~z oa"3 ~ a~~'m3
as pipelines, electrical lines, conduit, telephone cable, service 5. Single Family Lot Size: connections, ar other facilities are shown on the Plans. It shall
Average. Lot Area (square feetJ: 4,683.60 SF be the Contractor's res onsibili to have all utilities I p ty ocated by •
Minimum Lot Area, (square ,feet): 7,438 (Lot 47) their respective owners, field mark the utility locations, and ~ ~
Maximum Lot Area (square feetj:15,475 (Lot 88) protect all such existing facilities prior to beginning construction. ~
The Contractor is fully responsible for notifying all utility owners
6. Total Property Area: 126.24 AC in accordance with NC General Statute -Chapter 87, Article 8, \ _ The Underground Damage Prevention Act. ~%,'I ~ , ~ ~ ~µ~otm?~r a. ~ i 1. ~ sw°°~ N CAI ~ ~~°oi
10. Total Area To Be Develo ed: 78.08 ac p -Subject property in flood hazard
area per FIRM map 3720185000 J & 3720185100 J ~I~, Il VVV w a dir. U , o e
11. Area in public ROiN (Subdivisian):18.28 ac zones A, AE & X, effective date Ma 2, 2006. ° Y , °C~~~: ~ . + P fr ~ ~ ~ wp e A f 4 ~ e
f~, 12. Area in lots: 59.80 ac _ r';~ Y', ~ t ~
- Existing vegetation and natural areas shall be protected to the greatest extent i u ~ ~ ' G ~ V A L i ~ ~ ~9® ®~AH~ed°e ~
13. Area in o n s ace: 48.16 ac possible and minimum clearing of land shall be undertaken Burin develo ment. ~ p g p F ~__~1.. ~ ~ ~~a ,
-All construction shall be in accordance with Town of Wake Forest ~ % ` ~ .
Standards and S ecifications. r~ p ~ ~ ~ , , 4 i
tom. i ~ i ~
-Wetlandsbuffers delineated er S&EC and a roved b the USACEE 12-11-02 #200020455 ~ f ~ ~ P pP V f , v s ~ DATE: 11/1912009
j ~ ~ ~~-`k ~ J 1 ~ I' ~ ORAWN Br: DF8IRJF o ~ ~ 1(°
-Protected open space to be owned and maintained b either ~ ~1~2~ II y I ~ I ~ ' <r 219 Town of Wake Forest or Homeown r A ~ ~ ~ e s ssociatlon. ~ i ~~Ij j CHECNED BF MDA i i
TYPICAL 60' ROW ROADWAY SECTION: ~ 2 a ~6 I~ i PROJECT ND. 20023.00
y / - All Neuse Ri orlon Buffers Are Measured From To of Stream Banks. ~ = ~ ' ' P p
r' ~ f 4 x % _ _
60.0 RW ~ ~ i . ' ~ 1 ' - i ~
2 11 ,I~% ~ ~ q1l oa .mn 21 ~I 8 15.0 15A 'S' ~ ' / , „v~. 2~, , r ~ /
r" < 210, J 2~1~, • , ~ ~ _._I ~
2~ 1.0 ~ J l `1 1 s
6 5 6 5 ~ ~ < ~ ~ l.. ~ 7~ 24. 2.00% 2.~% 20, / ..m 180 - ` / ~ ~ t', G
~ \ 4 , ~ ~ (''t~ ~ ~ 4~ 25~, ~25g 6 `V . / / 1 ~ 28 , 2B1 ~ 541
t / ' ~ ' aw ka°' ~ ~ ~ 541 ~ / ~ o !o ~
30" VALLEY PAVEMENT DESIGN ~ 'I 2~ C ~ ~ ~ 5'CONC 5'CONC ~ ; ; SIDEWALK GUTTER 2" I-2 SIDEWALK ~ 55' ~ ~ ~2. ~ 1g2. / g4. \ 1 ~ ~ ~
8" ABC \ 1 l4 , \ 1 ~ 254 ~ ~ ~ ~l
cJ,~ r 40 ,,w J 244 i ~vw ~ / \J ~sm° ff 2\q4~ \ I ~ S9 50 NEUSE RIVER 2~, ~ ~ ~ e~. s
454 ~ ~ 130. RIPARIAN BUFFER ~ ~ ~ ~ ~ /\49 04 46"I / 4~, 435 `1 8 ~ a~.
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/ 4°5°"2' / q60 2ea^' ~ / I 466, ~ . ~ - a~ ~ l 10~, 1 ~ W
TYPICAL 50' ROW ROADWAY SECTION. i 4p2~ , ~ ~ ,a~, t t y ~1~a r"'-~_ r ~I/ 1
265 ~ ,W° ~ _I l 464 ~ ~ ~ L 1
~ ~-_,~V'' 50.0 RW ~ I ~ ~ ~ I~`'~ ~ n4 1~, i Ca~~. ~
69 I 4 r M~ '1-- '1~ 8
I i" i' <m .m ~ ~ 63 526 1D.0 10.0 I ' I ~ 24b; 2 , ~ >w• ~ ~ ~ ~ . 2 . - ~ ~ _ ~ _ 1 ~ ; ~ a
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z~~ z.oo°~ ~ 1 ~ ~ ~ r-- ~ r-- 189 \ ~ ( , r ~ r--- ~ r--- \ ~ ~ / 124.\ / 1~ ~ ~ a°~ - - / ~ a as a m m n m 1e~
! 1 ~ ~ ' ' - ~ i " ~ . g5 196, r L _J / 193, 190 ' \ /
/ 30" VALLEY ~ I ) ! ~ 1~, 4
GUTTER 5'CGNC PAVEMENT DESIGN ~ 1 ; I ~ _ ~ ~ SIDEWALK " CUL-0E-0ACS i,_-~~-~_~-- i _ ~ ~ J Typical sections may vary dependant upon street. 2 I-2 2" I-2 ~ i i - _ q ~ ~ ~ ~ 166 ~ 1~ 651 ~ ~ 158 ~ ~ i~,
See Construction drawin s for com lete listin . 8" A8C ~ 9 p 9 6° ABC ~ ~I ~ / ia2 ~s4 J ~~J~J
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~l TYPICAL 50` ROW ROADWAY SECTION: ~ ~ ~ l~ 1 ~
LEMONGRASS LANE STA: 15+80 THRU STA: 27+35 ~ TRADITIONS GARDEN LANE -STA: 27+40 THRU STA: 20+60 1 - ~ ' ~ ~
~ ~ C~7 11~s t ~ ~ . ~ - ~ dw' 1„4P+,,. 167, //J ~p~5~ ~ ~ , ~ 10,x',,. 167 ~ ~ ~ ~
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30" VALLEY - qb ` ~ k PAVEMENT DESIGN 7 i, b5 E R GUTTER 5'coNC 1 ~ 62, ~ 4 50 NEUS RIVE ~ ~ 4
SIDEWALK Sm, ,sw' ~J ~ RIPARIAN BUFFER 2" I-2 8" ABC 9 , _ ~ " r _ ~ ~ ~5, ~ 6t ~
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The Engineer does not guarantee that all existing facilities such ~ ~
as pipelines, electrical lines, conduit, telephone cable, service ~
1 c;, connections, or other facilities are shown on the Plans. It shall ~ W ~?~N~
1 Z xImmE
be the Contractor's responsibility to have all utilities located by ~ ®W~~3
v ~ their respective owners, field made the utility locations, and W a~°'0'3
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 -Chapter 87, Article 8,
The Underground Damage Prevention Act.
~w~ '
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i ~ lr} ~ , ;1~~~ l ~ ~ °®aeiaen
~ _ ~ ~ ' t ~ + ~ --y 3~. .~-.,f- I r. I ~ ~ ~.y~ --•ro--ro--- TEMH7RAR1'ONERSNJ,MD/!'CN ,®®~P~~ga~peg~gs'®°~+~"!`a
s,,l, _ - ~ i~~ r ~ t
-0z ~ ~,s CSB - LY/STOL! SELYN'f--NT BAS/N/
r SSB - ST4NOAR0 SK/A!dIER BASIN DATE; 1111912009
D~AMrn eT: DFSIOJF
- / . l i ~`7 ~ i i. --®-r sar FENCE CHECI02D B'F MDA
J 1 / t / I
d a i,,,. / y INLET PlrblECTrGN PROJECT N0. 2009023.00
.~--ice'` / k`" ' ~--~r ~i R/P RA/'
i F, y , _ - ~ ~ ~ / i
CHECK DAN
- f/ / ~ l ~ ~ ~Q TREE f rYt~TECT/GN FENCE
y ~ s ~ - i
~j,,, ~ ~ - - l ~ i a _ ~ ~ ~l ~ '`2 1 t_ I "~j,,~~~ EX/STING TREELINE
/
~ ! J ~ ( r+~° ~~e 291, qt ,_..,r- 6 ~ 5~ r, ~ ~ I , _ e~ E~/FfER UNE
; I ~ , ~ _ _ _ , o & ~
~ ~ ' A _-ate!-..-- . ~ t ~ ~ - - - , - ~ r.~/ 1 e _ - ~ , 1 ~ETLaN~r~
a~ ~ r ~ t J ~
1 ~ _ 1 if l ~ ~ ~ - - ~ ~ - ! ~l siLr feacE GN/TLET - ` w o
~ ~ ~ - - r.~-- -~~~sg, t ~ I ~ - --mss--- j~' _ o ~~i~ ~
r ll . ~ -
~ ---~w v ~~~,;,1~~1 ; '
f~ ~ ~ ~ ~ _ ~ fit ~ ~ ~ _ j) i j~i~~ , 1 ~
~ "_a F i
- NOTES ' r
~ ~ ~ _._,„f ~ . ~ i ~ w / / J ~ ~ ~ , ~ A ~ , ~ ~ V`~ -
~._n_. 1. ALL ~ ~ ION CONTROL DEVICES AND MEASURES SHALL BE INSTALLED ~
1i ~ it r 9 . ~ _ - ~ ~ AND MAINTAINED IN ACCORDANCE WITH WAKE COUNTY : _ ~ STAN~~DS AND SPECIFICATIONS.
r ~ , r ~ _ ~ f~ ~ _ - 2. EXISTING TOPOGRAPHIC INFORMATION BY WAKE COUNTY CIS. ' ~ N M ep Y9 iD OD
~ ~ t tt a , ` - _ l ~ ~ Imo,. a "~,1 i ~ ~ ~ ~ ~ ~ ~ rl ~ r _ A ~ ~ ~,+i 3. BOUNpARY INFORMATION FROM MULKEY ENGINEERS & CONSULTANTS
~ 4. CUST~M`TEMPORARY SEDIMENT BASINS ARE TO REMAIN IN PLACE DURING / /
w 4 i ~ ~ ~ 1 ,ti ~ V`ti,~ - l ~ a ,ilil ~s y , (i`~1~ THE HO ''CCONSTRUCTION PHASE OF THE PROJECT. BASINS SHALL BE "
F 1 ~ r~~ ~ , ~ REMOVE[7 UPON INSTRUCTION OF WAKE COUNTY ENVIRONMENTAL '
I <<I ~ ~i ENGINEE ~ ~ ti, ~ t l`~ 5. PLAN REVIEW DISTURBED AREA =10.99 A(~ - - ~
~ 6. ALL DISTURBED AREAS SHALL HAVE GROUND GOVERWITHIN - "
, _ 15 DAYS OF~C MPLETION OF ANY PHASE OF GRADING PER CURRENT . - ~ ~
~ ~ iie - - y ~ ~ l~~_~~__ CONSTRU~T~N SEQUENCE,
\ r ~ , __-u ~ 7. PRESERVATION OF TREES (PROTECTED BY TREE PRESERVATION FENCE - F) /
$ ~ i' / W 'i'r'(~ p ~ WILL ~E-EVALUATED AFTER SURROUNDING AREAS ARE CLEARED, BUT. " 4.
bl ~t~ 111 1~ - . ~ ~ PRIQF~YO COMPLETION OF CLEARING OPERATION. / y z
'~-n. - ~ . ~ ~ •,1 8. SILT FENCE INSTALLED SHALL REMAIN IN PLACE UNTIL COMPLE'TI~ OF W - ~ - 9 , _ ~ ~ ~ Yv STRUCTION UNLESS OTHERWISE NOTED. ~ ~
1 ~ - ~ ~ ~ ~ ,'9;' EMPORARY DIVERSION BERMS TO REMAIN IN PLACE UNTIL S~T~HAS BEEN
_ r i - z , { ~ TABLILIZED WHERE FEASIBLE. ~ ~ ~ ~a
; ~ -w-- ~ , _s i ~ ~ • 10. INLET PROTECTION WILL BE PROVIDED AT ALL CURB AND~A ~D INLETS. v
ae ~F1 ~ 11. ALL DITCHES SHOULDBE-R-ROTECTED WITH A Jt1I~MATTIN(~NET IF EROSION
_ _ ~ ~ - t- ~ ~-f` ~ `_.f ~ ~ OCCURS IN T1~DITC~I,SEC~I@N,- . - , - _ - - " - ® W W ~
~ r _ i ~ , r - ..-r ° - ~ - . - _ _ _ _ ~ ~2: O1:R'rI~CATE"OF~COMPLETION WILL?~IOj'131= ISSUED IF ACCUMULATED SEDIMENT y d, ~ Or ~ ~ - - - - . --IS-PRESENT IN THE LEVEL SPREADERS. O d O
~ ._f - ~ - - - J p Z = , ~ ~ 13. CONTRACTOR TO DIVERT SEDIMENT LA[)EN WATER FROM STORMWATER OUTLETS y W ..i
r ~ ~ - _ / / r '~j~:.~. p~-f INTO ADJACENT SEDIMENT BASIN BY LEAVING OFF SECTIONS OF PIPE, UNTIL UPSTREAM W ; y
~p ~ ~ . ~ " 4-' SITE HAS BEEN STABILIZED, AND UNTIL OTHERWISE INSTRUCTED BY ENVIRONMENTAL ENGINEER. ® O W ~
' u a ` - i + 1 . ~ /H". ~ , ~ ~ 'tea A . ~ ~ ~ / ~ 14, ALL SPOIL AREAS TO HAVE SILT FENCE ON LOW SIDE OF SLOPES. ~ ® O
_ 15. USE CURLER BLANKETS (OR EQUAL) ON ALL DISTURBED SLOPES 3:10R GREATER ~ ~
~ ~ / ~ ~b ( 9~, 55 ~ , / f ~ 'ti`p''=~"^~•; ~ = ? _ WITHIN THE 50' NEUSE RIVER BUFFER. Q ; ~
. ~ _ _ ~ _ ~ , = 16. PRIOR TO MAKING FINAL CONNECTION OF STORM SYSTEM TO LEVEL .r~ ~
- `~'ti~:'° _ = ? SPREADER DEVICES, ENSURE THAT ALL UPSTREAM AREA HAS BEEN STABILIZED. W ~ OBTAIN PERMISSION FROM ENVIRONMENTAL ENGINEER TO REMOVE EROSION CONTROL W
,-rr - ~ ~1 } am, ~~b %si{~> S T ~ , . 0i ~7 ' ( I~~r ~ l'~, >V ~ ~ A ~ \R"` ~ ~ r~~~`~} DEVICES ADJACENT TO STORM OUTLETS. ~ ~
~ i ( ~ 3- ,y¢ ~ I 3 l / - 'rte.-.~ `.4 ~ ~ ~ ~ ~ i `l ~ 1 j ~ , 17. ALL SEDIMENT BASIN OUTLET PIPES SHOULD BE DIRECTED TO THE SILT FENCE
- 103 - -'~k ( r ~ ~ i ~ 1 t ~ `6-' -4 ism' ~ d~` ~ ~ ~a ~ - 115, ~ ` i (I ~{Ij OUTLET STRUCTURE DIRECTLY BEHIND THE BASIN WEIR.
y.....,.,..... S, e a~-~~s 18. CONTRACTOR TO INSTALL ADDITIONAL MEASURES AS NECESSARY AND
'-tip a4 ~ ~ s 1~ ; } 14 ~ r ~ + ~ ~ .t _ ~ ~ AS FIELD CONDITIONS WARRANT IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE.
- 5 \ _ ,4 i _ _ 19. ALL TEMPORARY DIVERSION DITCHES T(~ BE LINED WITH : A STRAW LINER OR IF LESS THAN 2% SLOPE, SEED AND STRAW MAYBE USED.
r. ~ e ~ ~ ~ , ~ _ - _ _ , t J
r ( - ~ ! , 'e~`\~~~1`;!~'~ ALL NEUSE RIVER BUFFERS SHOWN WITHIN
r 1 ( ~ _ s ~ ,r M_ _ _ < r I ' ~ . i 1i11\\~' THE PROJECT LIMITS OR DIRECTLY ADJACENT TO THE PROJECT
~ ' ~ 6' ~ ~ - - s i r ~ ~ 1 t , , ~ a _ - , ~ ~ - LIMITS SHALL BE MARKED WITH ORANGE TREE PROTECTION FENCE OR SIMILAR DEVICE PRIOR TO THE ISSUANCE OF THE CERTIFICATE

~ ~ ~,J ~`1 , ~ t ~ ~ , ~ ~ i _m ~ t. ~ f~ ~ ~ _ ~ OF COMPLIANCE.
i1 ~ r ~ i } ' l ~t. . z ~ ~ r1, yt. ~ - - ~ 1
fi r _ tt
'f BASIN REMOVAL: 1. CONTACT ENVIRONMENTAL ENGINEER FOR APPROVAL TO REMOVE BASIN.
_ ~ i to , ~ 2. REMOVE SILT FENCE WITHIN THE CUSTOM BASINS.
~ ~ I~ X1,1 .r-~'/`.~~~i~~~'~. 3. MUCK OUT BASIN OF ALL UNSUITABLE SOILS•
4. REMOVE SPILLWAY & ANY ROCK PROTECTION FROM THE BASIN.
q ~ d Vr,, +~,r t~ A\ ~ ~ A e ~ ~ 1 sV - i ,A_A.~ 5. REGRADE AREA TO FINAL GRADES & COMPACT TO A SUITABLE LEVEL.
~I~~~i 't A~
~ POND CONSTRUCTION NOTES: 1. DETENTION PONDS MAY BE CONSTRUCTED AND USED AS THE SEDIMENT BASIN AS LONG AS THE REQUIRED
r SURFACE AREA AND STORAGE VOLUME ARE PROVIDED.
a 2. IF SEDIMENT BASIN IS CONSTRUCTED WITH DIMENSIONS SHOWN IN TABLE, OBTAIN PERMISSION
FROM ENVIRONMENTALENGINEERPRIOR TO REMOVAL OF BASIN AND CONSTRUCTION OF POND.
V 3. MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO APPROVED PLANS.
4. IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISERIBARREL 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. ~ ~
loom VAMP CID COD
SCALE: ~P= 200~`
ry ry V 20Cy ` 0V DRAWING NO.
C=200=====

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The En ineer does not guarantee that all existing facilities such ~,~~r_ ~M
lin s conduit tele hone cable service _ _ 46 as pspeBines, electrical e , p - ` - ~ - _ _ _ -
connections or other facilities are shown on the Plans. It shall ~ ~ ~--~-N = ~ _rv_~-- ~y _ Z m X~
~ 1--~, n ractor's res onsibili to have all utilities located b _ _ _ be the Cot p tY Y _ ~ _ s_ ~0 ~ Qv - V P ~U ~ NN~pZ
_ their res ectove o - _ ; ' wners Meld mark the utili locations and , ~ ~r ,C.~r ~ w W N Q~NW
i ~ N
protect all such existing facilities prior to beginning construction. i' ~ ~ ~ ~ 2
i le for noti in all utili owners -~~--91e _ ` -~---ztu The Contractor is fully respons b fy g ty ~ ~"~-.1 ~ . e ~ ~ wmm3
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hone cable service ~ ' ~ ~ ~ ~ as pipelines, electrical lines, conduit, to ep \ , , - r-- ~ \
y, ~ ~ ti t v ~ ~ ! connections, or other fatalities are shown on the Plans. It shall ~ 3 ~ ~a, ~ ~ / ~ 4 / i
~y ' o i o have all utilities located b ~ ~ \ ~ ~ ~ t ~ , - ba the Contractor s responsib l ty t y ti ~ M , , v , - ~ W ~ ; - ~ - _ - °e~~ _ - use ~ r5e s~F~\` , e r~9
~ I 1 ~ / r. rid 64E j \ ~ ~ 3a, ~ ~ r field mark the utsli locations a 7~ , m their respectwe owne s, ty ~ a~ , / -
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--,v, ~ t j , ,-r
The Contractor is fully responsible for notifying all utility owners J _ ,SZ, J _ _ , ; ~ ~ ~
t - Cha ter 87 Article 8 / ~ ~ - - inaccordance with NC General Statue p ~ ~ ~ ~y l ~ 29E_"_,_ 4~ >Js-°'~ s / 35o v ~ egs~, ~s~`\ ~
The Underground Damage Prevention Act. _ 1 ~ ~ v~ < - ~ m ~ ~ ~ `3+~` ~ \ \ \ \ ` f c~' 352 Z 3g ~ ~
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, DARWIN NO.
_
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,J~ ~ 2y2 ~ ~ 2b2 ~i ~ jd ~ ~1 A r~~ - 3~'' I A ~ ~C.,, The Engineer does not guarantee that all existing facilities such U~~S ~ ~
as pipelines, electrical lines, conduit, telephone cable, service a
~ / ~ ~ / ~ , % 1 A connections, or other facilities are shown on the Plans. It shall -TD-ro-" TE~/R7RARl'B'?ERS/OND/TCH ~ ~
be the Contractor's responsibility to have all utilities located by ~ ~ C.SB - C!/STGN SELNAIENT BAS/N/ a K a
_ " ~ ~ 96z j w ~ \ ~ . ~w'tr ~e\ V'V\~A ~ V V \ ~ A~~~A A~ E r'~ their respective owners, field mark the utility locatians, and sse - sray~O sK/NUEn B,as/N ~ ~ ~ 4
r protect all such existing facilities prior to beginning construction. ~ NN~a
J r The Contractor is fully responsible for notifying all utility owners Sl~TfE~E ~ N~~'mY
~ ~ . - ~ v/' in accordance with NC General Statute -Chapter 8~, Article 8, ~ W ~Z~,N~ \ r /NLET PPo?TECT/GN Z K I~ W F
The Underground Damage Prevention Act. mW~~3
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\ a a,~ ~ r l I 1' ~ / i t 1 rn ~ %l, ~ „ \ i The Engineer does not guarantee that all existing facilities such Z TREE Phi?TECl/ON FENCE
as pipelines, electrical lines, conduit, telephone cable, service Q
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V " ~ Ufa ~ ~ ~ A ~ ~ , f/~ _ ~ I 4 Y ~ ~ ~ r connections, or other facilities are shown on the Plans. It shall EXISTINGTREEUNE
be the Contractor's responsibility to have all utilities located by &/FFEAUNE
SCALE. 1 CALE: 1" = 50' their respective owners, field mark the utility locations, and Cz 50' !00' protect all such existing facilities prior to beginning construction. WETLANDS
- .j ,-e 1,~-9' •t ~w ~1~°~ °~2. \ s ..ice / /,J. ,r '.T i A S JV
~;1~v ~ - ~ ,~:8 ~ ~ ti 32 a r / • n~, j ~ ~ ~ 1 4 ~1 is The Contractor is fully responsible for notifying all utility owners DRAWING NO.
in accordance with NC General Statute - Chapter 87, Article 8, S/LT FENCE alriE'
-T ZF The Underground Damage Prevention Act. C=204

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WIDTH OF WEIR AND UP SIDE SLOPES TO T'OP OF BERM ~ m Wmm3
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~ Rf~ ACTIVITIES. ALL EROSION AND CONTROL FACILITIES AND STORMWATER DISCHARGE
, ~rJ a~ ,.rya ~ ~ OUTFACES MUST BE INSPECTED AT LEAST° ONCE PER SEVEN CALENDAR DAYS AND WITHIN
~ ~ ~ ~ ~ 24 HOURS OF A RAINFALL OF 0.5 INCHES PER 24 HOURS. PERMITTEE MUST KEEP A
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} rr in w arc.,.,3 ~ ' The Cansfructic~n Contractor responsible for the extension of water,
sewer, andror reuse, as oppraved in these plans, is responsible for
1 cantacling-#l~a:~„ ~ ~ ~ and the Public: Utilities Deportment at (419857-4540 of least
~ ~ twenty four h+~+rrs prior fo beginning any a$their construction,
~ ~ Pollute to no9ii~,r bofh City Departments in advance of beginning
i 4 1 Ir ~ construction, vril) result in fhe issuance of monetary fines, and require
t I I U i ~ reinstol(ation +al any water or sewer facilities nai inspected as a resulf
,i / 1 1 ~ of Phis noYificaticrn failure. ~A~AA'AtllfB~allP~BppPd~~P~ J ~ b~~lf'rd i II
1 j Foiluro to call for Inspection, Instoll a Downsteeam Plug, have ®e, ®,°°°o°'• . ( f ~ j Permitted Flares on the Jobsite, or any ofher ~iaiation o=City of ®e"a ~ ! ' °
1 19 I Raleigh Standards will result in o Pirei and Passible ~xculsion from a+, ~ Suture work in the City of Raleigh. ~ ~ ~
i 1 L
4 ~ ~ j' o ° ~ ,
~ 225 pl0 ~ ~ 1 ®°BS~siI IC~~~:°~ `0 i o ~ '+aae?
`l . ~ ~ , Il ,~,PPP~ °,~;A~AA,,~(~ a
~ w O 1 ~ ~ rte ~ LVater 13istr€bufiontjactension System
, t r ~ f r I~~~ ~ , 4 ,v~+(, ~ ~ The City of F!,aleigh consents to fhe connection acrd extension of the
~I ~ p ~ 44 I ' ~ 4 ~ City's public v+afer system os shown on this plan. The material and ! ~ i Construction rv~ethods used for Phis pro{ect shall conform to the DATE: 11/19/2009
l ~ ~ y `~i`~. i ~ 'DIP I ~ '~J ~ li - 1 a TER NE ~ -^''6 48 1 ~ ~ 2 __a ~ ~ 12" DIP standords are:' specifications of the City's Public Utilities Handbook.
4 ~ 1 ~ ~ 1 "~'~IIP ~ r ® ~ p~ WATERLINE DRAWN Bl: DFR/RJF V ~ ft~ City of Etaleil;~h
l~~' 'v ~ 4 ~ _ QO ~ P, CNECIOED Bw MDA D i ~ a61ic Utilities Daportmeni Permit#
~7 ~ a 41~ PROJECT N0. 2D09023.00 a ~ ~ Autharizatiorr Po Construct
444 0 0A 1 t 211 259 414 $ 1 r B" DIP 12 4DIP 0 '~f/ k r f + ~ ~ 4l
24o m~~ ~ AT I ~ ` 1, WATE INE F 9 9 i ; ~ ( Dote 113 ~ 'i 1 r i
i A 4(Y~1 ~ 449 _ ~ 99 ~ ~ l 1"j2 1 ~ ~ ~ j
lp7 430 1~
406 458 459 230 'G ~ - ...__..-l ti
4t7 2A1 181
405 B" DI 134 4~ AT LII~~ ~5 t 432 184 ' v132 no `t~ ~ ~ ~ §ewer Cailsetion~a~,°nsion~S stem
4~!@ ~31 ~ F45~ F}+ 2.+0. ~ ~ gV OVItr s~v~ t I The City of Et<s#eigh consents to fhe aonnection and extension of the avmru +vs 1 ,
204 238 ~ I. q68 433 184 ~ City's public st;wsr sysfem as spawn on fhis plan, The moteriol and ~ + Construction rvrathods used fnr this project shall conform to the
8 2c,3 ~ ~0 'S4 ( sai~dards and specifications of the City's Public Utilities Nondbook. g I isQ ,
q03 401 q49 '135 IP I + e + City of Raleitllr »
4 W ERLII~° 452 ® ~ q3d n~9 135 2~ qgF Q a +ev ~ ~ Public Ufilifies Depaetment Parmit# ~
~ 185 pA 4 ~~eR2g '___----_--._._..T.~.~-___-., / ~ 404 2,1 04 4di ~ 19B 1 `r ~ ° ,e6 ~ ~ j t kufhorizotiort #o Canstrucf c
l`~; 465 ~ y l\ 4~ +89 ~ ~ ~ ~ N
401 l'!7 137 l / ~ ~ oC I Date W 137 plt ~ G' i i1
~ 4~ ~ 4d4 4~ F ~ O i 4 ~~uff i j 4d8 41 26fi c 8
/ { 4 ~ 2a' ~ 15 ~ / # 43 ~ 140 V 240. 4 arc Y~G ~ 13g
~ ~i: 400 8" DIP i ' ~ ~ E ~NE 130 ~ 'j 15A U 139 ® /
488 145 'Z o
160 /i ~ ~ ~ N
-J rz ~ 1 ~7 WAT LI~ ~ P 42 4~ 0 19t~ 3 ~ 19 q0 ~1 ~ 1 _v i i 194 191 1dl Z V 1E2 ~ / N
~ ~ :1 m~"_ ~ It3 K 14l Z 159 5W +61 / ~ General Notes:
~ .a jj F~ ® 442 ao~ !LW ~ , r N M R N m P OD 155 154 Sanitary Sewer
~ ~ 8 ~ t42 164 Ipk 164 ~p +5g y57 y56
_ e , 1,Minimum ground cover of 3'-0" to be provided for all Sanitary Sewer Collection lines 4" and larger in 8" DI ~ '+,1 non-traffic areas, If minimum cover i,a not provided, ferrous pipe shall be used,
~ WATE LINE , ~ l 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 required in Class 1 bedding minimum cover shall be no less than 3'--0"l.
1~-- f ~ ~ _ / 141 ~f + ~ 3.Minimum slope for 4" and fi" Sanil:ary Sewer collection lines shall be no less than 1.0% with cleanouts
A 164 L IG 1 ` 1 ' i every 75 linear feet. {.7 X50 55 , 4.Maintain 24" vertical separation from storm sewer or ferrous pipe shall be used for the sanitary sewer.
i ~ i52 153 / ~ ',1 Also maintain 10 feet horizontal separation and 18" vertical separation under water mains or ferrous
/ m ~ ~ w. S9 ,`s pipe shall be used. a i
~ \ \ ' ~ ~ ~ Potable Water
ti_ ~ ~ yy 1.Water main to be installed at a depth with a minimum cover of 48",with 18" vertical clearance ~ ~
4 minimum (separation must be over sanitary sewer) from other underground utilities and 10 feet . , ~ horizontal clearance from all other utilities. W Z L~l~ . ~ 1 2.Pressure reducing valves shall be provided if pressure is in excess of 80 psi. ~ ~ a$
~ j W TERLINE ~ t ~ ,r;1 4\ 1 \ ~ Z
~ ~ 5a ail 3s _--J ~ ~ ~ General Utility ~ d
/ ~ ~ i 64 _ r _ g0. 51 t ~ 1 1 l \~1 1.All water and sewer mains within public easements and Rights-of-Way to be owned, operated, and
6" DIP 9 _ I~ l ;l maintained by the public authority. ~ ~ Q ' I 2.All construction to be of the local authority standards and specifications.
WATERLINE ~r 64 ~ q3 12" DIP q ® i ® s 2 ~ WATERLINE l ~ j I _ 3.All Underground utilities are approximately located. Actual location and depth to be confirmed in field ~ ~
1il 05 64 - _ 00 ~ 34 1 prior to construction. _
E4 S9~~AA ~e ?T .E 'rI o d.
14 V~ 39 Y6 94 ~ C+SI p.4 31 - ~ s" DI y
96 Y WATERL E 5~ 13 ''il ~ ~ n ~I Z W W y
~ N~ 59 bt 50 30 1 ~ ~ ~ d4 D ~p , I i ®~W
~ ~ YY _ • 1d
1 - ~0 In ~ 56 N~ r G~? 7 12" IP 57 „p W 5~ 3 ~ ~
~ 98 ~ yyJA ER4LINE is 4 4g q9 ~t~ ® ~ a
los 77 4s ~ 25
99 t05 lit p Ip4 ~3` y~ 104 ft4 W ~ K ~ Q 3
156 4 1 _ - ~ ~ _ v~;x~~~, a r H cc
`'i r---~ 100 451 416 d Y a: _ , ~ .,,R~=,.,®,_. - _ - - - - - -
r j ~ ti a oIP ,g ~E~ ~ ~ g4;13ER ~ ~ 12 DIP : ® G~ is W TERLI _
~ I p N - _ _ _ - a ~ ~ ~ i~ l01 104 ib ~~g t. m.,.,_., ~ .~.,.s ~.~-.n.
SIG ~ \ ~ 13 I I~ 12
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1 ~
EXISTING 20'~E ER EASEMENT / i ~ T i ~ ' e- ~\ti~~.-~-- A''° ~ BOOK OF MAPS 1988 PAGE 1602 ~7 ; ' ~:a~' ~ --~,e
`tom-~ ~ ` ~ ~ - `•~°~a --._V f _ ,
4.-._-\~`a,`4- ~_._J',;~ : p _ t~_f,% ~ J~ .i ®~®'t{IeYt*ttttt6!®F r~~" r--
ate. TP sy S
~ ~~1! .~y,~ ; i ~ ~ i
100 YR. FLOODPLAIN ~ ~ (J I I ; ~ ~-'~s~' \ ~ - t~ \ f ~ ~ , I --~F ~ ~ m 1
JI ~ ~ ~ ~ I I~ i(1~~ s~ \ ti~~ ~.r,~ Y 0 9 r ~ / ~j
/i TIE TO EXISTING MH t' i I ~ ~ ' I ~ / ~ `~--rx ~ ,/~c ply®gp r.--~ r~' ~ ~~~~~~~~t~~,y/~/~j?~"_ ~ ~ ~ ~m •~VfSR~Fa~®'e 00 ax r / Iffir \ ~14i,1 'x~~'. ~m~... ~ BOP 1n/BOae ~~®00
~ ~ r ~ I , . ~ ~ ~ - v--:-~ / ~ ~ ~ 1 a~.o~ l' S _ ° w ~ ~ \ 4 PPr ~i. D. P X40®~V~~
r ~ ~ a O RI07 a 4~ - 0.9 _ t a i 4 ,aUt~ % "a s-' ,c ~ fttA869ttt`t~
_.~r.- ...mov ski ~ ~ 1` t ~ Y \~V y,x - ~ ~ ~ ~ _
' - _ er ~ 3 ~ i ~ DATE: 11119/2009
" 500 YR. FLOODPLAIN ~ _ < ~ \ ' , _ ri~'~-<~ ~ i • ~ ! i F/ ~ - - ~ l M4d4 \ \"e DRAWN BT DFBfNJF
_ _ - ar ~ y
EXISTING 20'SEWER EASEMENT _ - _ f 'r ~ ~r r BOOK OF MAPS 1988 PAGE 1602 - _ - ~ ~ - ' / ` - _._~x J l _ 1 ~ _ / ~c v ~ - x- ' ~ - A~ CHECID:DBF fRDA
r:- _ - - , earY' spa - - ~ ~r ~ , PROJECT N0. 2009023.00
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,i ~ O ti, ~ 6p~P~BU M ONS W WM MN'23 1N-335,80 M < y` CCNC CO ~ DRAWN BY: DFB/RJF
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, COURSE BEARING ©1STANCE COURSE BEARING DISTANCE COURSE BEARING 171STANCE %f .F " lO0.12 136 N 19'00'S0"E 100.f26' r ~ _ DEL7A/6fARtNO LEN/DIST. 3~ M 2136'2fE 21827 ~ © k 33'26'35F 29255 3® N 02'45'35 f 11!57
87 N 30'4'5 E 186 N 83'09'S5'W IOOJ71' ' ~ - - « 14Q03 137 N 20'25'47°E 100.310" ~ _ - 88 N 31'55 54 E 138 N 2f22'35"E !00.072' 187 N 82'56 51"W 97.959' ' ~2 N 33'3YSPE 280.45 © N 37'16'25£ 24258 ~ Z
4 89 N 33°54 47 E 9994 188 N 82°56 37°W 47.826 2 3 139 N 26'20'32"E 100.150' ' ` ~ 0 N 5546'27'W 14924 3~ k 374044E 22488 ~ ~ 09 N SS26'!SW !5121 ® N OSf4'3M1Y 260,W J
~ N 37°54'20"E 9992 « !89 N 8~51'24'W 50.315' 140 M 29°53 47 E 50.!07 91 N 4 9997 141 N 33°58`O!"E 50.277' 190 M 754719"W 53.28! ~ 4 ~ , \ Q OS N 52'09435Y 32779 ® N 2534'54£ 18512 ?
92 N 4~J& t8"E 100.09 N 7772'44"W 5L342 _ l « 191 r ~ t© N 3472'26'£ 92A8 p N 50'05'94'£ 27490 x ~ R Q
142 N 3716 28 E !00.107 _ _ " 93 N 40°36'S8"E lOOa3 192 N 73'i558"W 56969' ~ ; 94 N 35'21'32°E 50.09 143 N 40'S837pE 99.858' !93 N 69'29'S8'W 46.693' _ - - _ ~ ~ ,r~ p7 N 342Y26W 128$3 ® N 9523'W E 24525 ~ ~j ~ 4 U " ~ ® N 34'0336W 9699 4~ N 090Y1ff 275$9 N N m z
95 N 30'33'5"F 50x5 144 N 43°0833E !00.057 N 65'5379"W 46736` ° `c;4 , ' , ~ _~i 09 N 031556W 23101 ® N IP48'20'f 24537 ~ ~ n n~,
50.f1 145 N 46°16'48"E 49971' 194 _ - ~ ; 96 N 23'361"E 1 N 62'33 47`W 48.222' 49.93 146 N 48'07'S9"E 49972' 95 ~ 2` I 97 N 1552 59"E f47 N 51'35'32"E 49944' 196 N 60'IO'28°W 49.472 ~ ro~aa~ ! \ ® N 37454GW 146D8 ® N 89l439W 133,$4 ~ n n n Y
98 N IB'55 4"E 50.14 197 N 58'54 51'N! 93.572' 1! N 3f4405"N 16883 4~6 N 0207'251Y 26G47 ~ ~ MZ ~ n? ' ~ n " !2 N 8857'09£ " 38528 4~ N 05'5755'£ 2l3b5 z G I ~ ~ i
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101 50.32 150 N 60'12 tl"E (00.115 N 6i'28'Ol"W 50.635 y . g 4 200 . , 14 N t3'07'24'N 316!8 4® N 322556'£ X9524 Z Q ~ n n 1 __.v ' I ~4y t5 N 7f05'~E 12633 ® N 8425'55£ 28153 ~ ~ a m 01
l0 S0J7 151 N 61°38'57"E 100.085' ~ ~ ~ I ~ 2'05 ,f ~ ~ i? 2 N 2'56 23 E " 201 N 62'49 42"W 52.974 ; " 152 N 62'4312 E lOOJ59' i I6 N 075417E NB83 51 N 2B'42'271Y 21099
143 N Of 30'28"W 50.230' « 202 N 64°22'20AW 50.650' - ' 153 N 6!'00'26 E 99.932' 104 N 04'20'29"W 49.964' 203 N 65'40'481N 48.102' ~ ' r O N 052431W !5736 5~ M 7/'35'33'£ 13918
154 ~ N 551644"E 49.900' i 04 ~ ~ ~s/'~~ 105 N 05'39'48"W 50.050' 204 N 66'24'44NJ 42a04`~ 2 18 N 3f24761Y 204$8 ~ N P23'27W 402.97 p!~ ~ ® N 2005'S3W l%5B 5® N 2f22'09'E 31819
106 N 4T02'S4°1V 100x43' 155 N 55'22'53 E 50.4!2` 205 N 67°42`13'4V 49.654' i ~ 147 N 0420'20"W 99,893' 156 N 47°22 36 E 99.790' 206 N 6544'S4"W 45bT ~ W ® M 7Y5907W 3tA 5~ M 8T4B'54'E 20326
- ~ ~ - « 157 N 31'52'53 E 99.485 ~ ~ 0 4~~ !0$ N 00'13 41 E 50.224 « 207 S 34°0'D"W 32693 i` 2 ° 158 N 20'5604 E 49.956 ~ ~ ~ ~ ~ ~ ; . ~ ~ 1 # 21 N 1?34'05"N 9982 ® N OT2925'f 14756
109 N 05 27 32"E 54131 208 N 19'55 52°E 224.91 p I _ _ ~ , , • 110 N 08'4!`24"E 50152' I N !5°02'08" 49.864 a _ ~ - . ~ ~ 21 - ~ N 66'37'19M 2t3.Lb ® N 9571'03'£ 23669 r ~ i © N 052950'£ 45D9 ® N 73'1Y39td 38923 A~g6B6$ldNAff
160 N 10'33'01"E 99.852' ,~j , 111 N 12°2P03"E 49.882' , ~ 00 . ' . , ,_`ii~ / « / - ! ; 161 N 08'18'08°E 99°943' r - ~ ~ . r r 2® N IBYlY29E (10110 5® N 3033'45W 355.41 ®®?®9? M yso~ $Nd~®
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« 163 ~ / 114 N 22'25'15 E 50134 N OB'0112"E 60.817 / 199 ~ ~ _ © N 4f25'S2W 21315 ® N 093833'£ 1!863 e
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117 N 33°04'44"E 53.226' 167 S 23°52 00'E 79.377 ~ - ~ ~ , a r ~ ® k 3903'22W 245.00 ® N 392339E X22 a'a ea
B8 N 32'24`26"E !40.305' 168 S 08'36 42~' !2!•701 ~ ~ ~ I ' ' I r} 19 7 - ' ~ ; 169 S 2742 26"W 123.272 10 ~ ~ - 1l9 N 33°12'50'E 99900' / ~ ~ ? r I 1 1 3i N N'13'4PE 63D0 ® N 393D'04f 31035 am ~p 4 S~~p°~~~'a°80®
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121 N 37°36'12'E 99911 ~ ~ ~ (12 S 30'DO'00"W 118246 ~ . ' / « - 22 N 40'53 43 E tO0J43 0 " 4` t ' _ l 9 5 ~ ~ k 0620'3Yf 13894 ® N 4534'41^,V 216!8 $Op108~ p1 11
123 N 45°23'13°E 99.994' 1T 3 S 3 2 5O'W 37.737 . " ® N 18'48'!3'£ 243.Q7
174 S 08'31'41"W 147.464' 9 19 q 124 N 46'59'48"E 996 ~5 N 8(1°O!'29"W 76,998' _ ~ ~ ~ ' , ~ ~ `-'V, ~ ~ ~ A 18'9B'ITE 9B9 r ~ © N ~'94'SGM17 2856 Qa'~:
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128 N 38'39'29"E 50x96 . , ~ ; 179 N 7558'38"bV 91x24' 129 N 31'45'4PE 49.759' , ~ ' ~ . - ~ N 5548'9N !0129 ' ~ - ~ N 5598'9M1M 8081
180 N 81°3310"W 92.608 ~ i , 130 M 4°34'48" 49.997 . 2 E ~ N 82'S3'04"W 63.35' ~ ~ ~ ~ ~ ~ . 181 191 / r - ® N 5soY2rw 5oa+ PROJECT 11~ 2609023.E
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4~ ; ; , " BOGK OF MAPS 1962 PAGE 212
i 1 ~ , _ _ ~ ' I,
NUrtSr EX151ING PU'WEH LINLS/LAStMLNl5 fU LYL ,
RELOCATED AFTER FINAL DESIGN REFERENCES;
WAKE COUNTY PIN ' 1851441044" _ EXISTING VEGETATION: - DEED BOOK 8360 PAGE 795 SCALD`: l" = 200'
FRANKLIN COUNTY TAX MAP C-8 PARCEL 40 DRAWING NO. 200' 400'
I. Young loblotty pine 00 - 20 YRSJ ; ALL NEUSE RIVER BUFFERS ARE MEASURED
FROM TOP OF STREAM BANKS 2. Older loblolly pine (40 to 60 YRS) 3. Upland Mlxed hardwood (40 to 60 YRS) F
4. BoHomlond Mhxed hardwood (40 to 60 YRS) EE X Xm 100

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- , j 329 ,r BIORETENTION AREA CONSTRUCTION NOTES: _ % ;'J ~
_r . r`'"c-- ~ j `C?~'J ~"J \ 1964{1888A9b
ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE SLOPES ,r r' r- , ti~ - UNDERDRAII~- / \ ~ ®®8 0® 9 UNDERDRAII~~`P: ~ ~ _~g~ p all~7~R ~ ~
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION - ~ ' 'f -~`G ~r ~ RISES 5 ! ~ _ ~ ~ P,`
OF THE BIORETENTION AREA BEGINS. ,rte--~ 7M~ y,,l CLEANO~TrP.,~ INV 0t7T= ~?,1~ f,/ ~ ` _ ~ ®g
\ 0 • aa9 / ~ 14
INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30. _ - ~ r- ~ _ ' PHOPHORUS - J
/ ~ s ` v HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1 INCH AND 2-INCHES PER HOUR. ~ / ~ ~ _ -
--a, ,f ~ - 1 i r ~ "1LL Q" F9~°0• 1.
ALL BIORETENTION AREAS SHALL BE GRASSED CELLS. THE BIORETENTION AREAS ARE TO f' /4 i , ~ ~ = ~ _ / 1~ g~ ,e, ~ ~ -~Zu
BE SODDED AND THE SOD MUST NOT
BE GROWN IN SOIL WITH A CLAY LAYER. 332 / ~ , ~ ' - ~ / ~ ~ f f '~1 ~ ~ ~ -.ff ~ ~ DATE. 11/19/Y00D
~ - ~ / - ~ M ~ . g,~~ V ~/,r` ~ ~ DRAWN B1: DFBIIEIF
THE BIORETENTION AREA SOIL MEDIA M1X SHALL BE AS FOLLOWS: P ~ r=~" ~ r r 85-88% SAND 275 if ~,%5A~. ~ , f ~U / ~ j
r ~ 8-12% FINES fy, 3 ~ ~ ~ _ ~ ~N~ ~ ,f ~ ~ PRDJECTND. 2~9D2S.00
33 ~ ~ 3-5~ ORGANIC , ~ i / ~ ~ i / ice` ~ ' i % ~ _ _
_ _ / % ~ i / ' _ CLASSY~ i
WET POND CONSTRUCTION NOTES: ti~~' ' - 29 - / / ~~~R RAPS`` f ~ . 4 k ~ ~ ~ ~
y~Gv I r ~ t
ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE ~ ~ % R T I ONVERTED -I CLEANED OUT BEFO E I S C - / / ~
r TO A PERMANENT STORMWATER BMP. ~ ~ i " / ~ / l ~ ~ f ~ / ~ ~ ,r'/
/ s~ _~z~ ~ - ®r ~ - _ _ ~ wL_- _ ~ ~i
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO - / - ~ j_.~.__ ~
APPROVED PLANS. y r-'~-~ ~t~.____-_ i
s' 1 ` ~
j r' - - ~ J - IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER BARREL ' ~ ~ ~ / f j ~ b~~ ~ ~
PER DETAILS. ~ ` ~ / ~ ~ ~ ~ ~ , f r %
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. ~ i~ f ~ - / I ~ 1 W a ~ ~ .r J ~ ~ J J~ ~ O
( y ,i~C.!'' ~ ~ ~~K7 r
i , ~ , cJ~: ~ WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER ~ ~ ~ , / ,;U~ ~t~~--" ~ .v y.~G ~ ~~;1 ( ~ ~ W . (f- ~ ~ ~ ~ C
APPROVED PLANS DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AR~%`~ f ~ ~ I' ~ ~ i
. r ~ 1 ~ ~ HAS BEEN STABILIZED. ~ ~ ~ g.:, ~ ~ ~ ,r ~ 1 ~ 1
. a ` / ' ,r' `L \
f ~ tiU ~ / 1 ~ ~ ~ ; ~ ~ t I I I ~ ~ ~ 1 ~ r j / ~ / r - 1 j' ~ 'Gc , ~ ~ ~ / ~ ~ Ik ri
3 I ~ ( f 9 ~ j/ f ~ / I ~ I I~ I t f ! I 1 ; ~ / / ~ ~ 6 ~n ` p _ 3. F. ~ \ ~ ! ~ N
~ ~ I I ~ ~ ~ ~ ~ ~ i ~ co ~ ,t t I ~ ~ r' 1 ~ 4;
~ 1`~ ~ ~ 1 1 I ~ W ~ / ~ ~ ~ ~ / ~ ~ 7 i 1 / ~ ' 1 / ~ k _ 1 ~ I I ~ i ~ W i ~ / t, ~ ~ i ~ / ~ ~ 1 l ~ ~ ~ ~ / r
~ -----;,~,z, ~ 1 r ~ ~ ~ l~ 1 / j Y I 1 ~ ~ I I ~ ~ ~ ~ f / ~ ~ ~ , ~ ~ k ~ f ! ! I ~ ' ~ / ~ ~ ~ ` ~ ~ r N M C N 10 N W
\ ~ ~ ~ , 1 ( i n r --Grp. ~ 1 , , ~ ( I I ~ 6 ~ ~Y~ g ~•c , t ~ ~ ~ ~ ~ ~ ; A ~ i
~ I i ! ~ r ~ i I ~ / / f ~ 1 ~ 'uJ ( I , ! ~ ~ ; / ) I N ~ ~ I ~ i ~ ' i ~ t oti~ ~ I i t ~ ~ i g5,,~ ~ t•
-fir ~ ~ ~ ~ ~ ~ i ~ ~ j I ~ 1 ~ ~ ~ ~ 5~ \ ~ ~ ~ ~ W ~ i
~ ~ I ~ ~ , I 4 ,r' u ~~a~ t4lSER 3
fE ~ ~ ~ I ~ ~ 4"! 330
~ 1 ~'a 4 y ~ ~ \ ~ /
A ~ / ~ N ~ ~ I l~ ~ C~ I t
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~ Ic'~ ~ M ~ A ~ 1 LY ~p a
c - ,--r 1 y 1, Ilion
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2~ ® ~ ~ ~ W
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--Z~:E~ - - ~ ~ ~ ~S~ 01 O[\l J SECT 01~ ~I EUU °
M - - - 3 ~ ~ ~G - .3Q ~ V ~ 1 `4 ~ro _ ~ -
- - 9 6 _ _ - _ ~ , i1 ~ -
~ I ~ 0 1 r - ' i Q ~a ~ W~ y
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_ ~ 3 ~
~ _ ~ ~ _ _ ~~y u 1 ~ -r' ~ _ _ ~ ~ ~
r"`.- - G)~ ~ ~-'1'; ~ ~ CLEAN CLEANOUTTYP, OVERFLOW BERM
_ - ~.~---u~~ - - ~ ~ 1 ~ 1 ~ FES INLET @ EL 325 EL326
- - \ ~ 1 ~ j 1 EL 325.5 SOD LAYER EL=324 3;1
3' SOIL MEDIA EL=321
100LF 1$'"CMP@D.67%
L J 8"GRAVE 12" UNDERDRAIN OUTLET 4" PERFORATED IWS EL=321.67
SCH 40 PVC Z UNDER DRAIN @ 0.6%
IWS DEPTH =12"
TOP EL=321.67 BOTTOM EL=320.67
W~
CLASS B RIP RAP J /
W
TOP OF POND ELEVATION=335.25 10' SHELF AROUND 10' SHELF AROUND EXISTING EIR OUTLET TOP OF POND
PERIMETER OF 1'OP OF WEIR OUTLET TOP OF BERM MAIN POOL STRUCTURE EL. = 333.00 PERIMETER OF ST01?M MH E EL. = 333.00 MAIN POOL ELEVATION=335.25
ELEVATIDN = 334.D0 PERMANENT POOL ELEVATION = 331.25 PERMANENT POOL ELEVATION = 331.25 3:1 SLOPE
3:1 SLOPE EL 331.75 ~ a
BOTTOM OF POND ELEVATION = 327.00 2:1 SLOPE EL. 331.7 2:1 SLOPE FOREBAY 10:1 SLOPE BOTTOM OF POND ELEVATION = 326.00 EL 330.75 10:1 SLOPE a 3:1 SLOPE
El. 330.7 MAIN POOL
LINER 3:1 SLOPE
NOTES; EkIST 24" CMP OU T 274-LF C~ 5.007 /
1) THE POND SHALL BE CLEANED OUT WHENEVER SEDIMENT ACCUMULATES INV=316.25 J`~
TO A DEPTH OF 25% OF TOTAL DEPTH. 0
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3:1 SLOPE EL. 304.25
EL. 305.00 3:1 SLOPE BOTTOM OF POND ELEVATION = 300.00 2;1 SLOPE 2" ORIFICE _ EL. 304.25 ®ELEV 303 2" ORIFICE EL. 303.25 10:1 SLOPE ~ ~ @ ELEV 303.75 3:1 SLOPE ® ® ~
2:1 SLOPE FOREBAY 1D:1 SLOPE BOTTOM OF POND ELEVATION = 298.75 EL. 303.25 MAIN PO
LINER 3:1 SLOPE Q or. a
BIORETENTION AREA CONSTRUCTION NOTES: W3 115 LF - 24" RCP @ 2.91 ~
NOTES: ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE SLOPES 1) THE POND sHaLL BE CLEANED ouT WHENEVER sEDIMENT AccuMULATEs FES
DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION To A DEPTH of 25~ of TOTAL DEPTH. INV=298.00
QF THE BiORETENTION AREA BEGINS. 2) CONTRACTOR TO REMDVE ALL SEDIMENT FROM ENTIRE BASIN ONCE
CONSTRUCTION IS COMPLETE.
PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30. 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 sc~c.~: r = is
BE SODDED AND THE SOD MUST NOT p 9
BE GROWN IN SOIL WITH A CLAY LAYER. ~ l 0' 10' 20'
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85-88% SAND
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WET POND CONSTRUCTION NOTES: W®
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ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE
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TO A PERMANENT STORMWATER BMP. CLEANOUTTYP. CLEANOUTTYP.
BERM OVERFLOW MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO EL 336.50 EL 335.50
APPROVED PLANSo SOD LAYEREL=334.50
2' SOIL MEDIA IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL
PER DETAILS. a^wASHEDSAND UNDERDRAIN OUTLET EL=331.07 20 LF 12" CMP @ 0.50% EL=331.17 4" PERF 8 GRAVEL ND
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. scH4oPV~TED ® x
UNDER DRAIN @ 0.5%
WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER
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TOP OF BERM MAIN POOL STRUCTURE EL = 310.25 MAIN ELEVAl10N = 308.00 MAIN POOL
PERMANENT POOL ELEVATION = 307.00 Q - - - PERMANENT POOL ELEVATION = 307.00 3:1 SLOPE
EL. 308.00 BOTTOM OF POND ELEVATION = 303.00 3:1 SLOPE - 2" ORIFICE EL 306. EL. 307.50 EL 306.50 10:1 SLOPE
2:1 SLOPE EL 307.5 ®ELEV 307.00 3:1 SLOPE 2:1 SLOPE FOREBAY 10:1 SLOPE BOTTOM OF POND ELEVATION = 302.00 3:1 SLOPE
EL. 308.5 MAIN PO LINER 3:1 SLOPE
NOTES: 50 LF - 50 LF - 24" RCP ®4.00% FES
i) THE POND SHALL BE CLEANED OUT WHENEVER SEDIMENT ACCUMULATES INV=306
TO A DEPTH 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 ENTIRE PERIMETER OF THE POND PER SC/'Y..L ®J" ~ ~V
THE LANDSCAPE DRAWINGS.
WET POND CONSTRUCTION NOTES:
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ANY DETENTION BASIN THAT IS USED FOR SEDIMENT AND EROSION CONTROL SHALL BE CLEANED OUT BEFORE IT IS CONVERTED
TO A PERMANENT STORMWATER BMP.
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO
APPROVED PLANS.
IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER/BARREL PER DETAILS.
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER.
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
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3~ ~ o~~ 1 f t
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299--~---__ ° - rte=- 886- _ / ~ i ~ ~ ~r ~ ~ ~ ; ~ ~ CHECKED B'~ MDA
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CONSTRUCTION OF THE BIORETENTION AREA BEGINS.
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PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30.
3:1 FESINLET@ CLEANOUTTYP. CLEANOUTTYP. EL 314.5 ClEANOUTTYP. ® ~ e~ OVERFLOW BERM a ~ y
HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1-INCH AND 2-INCHES EL 314 3:1 EL 315 ~ y
SOD LAYER EL=313 PER HOUR. DYER EL=313 ~ W
2' SOIL MEDIA
L I E L B GRASSED CE A L BIORETENT ON AR AS SHA L E LLS. THE BIORETENTION AREAS 4" WASHED SAND UNDERDRAIN OUTLET 36 LF 24" CMP @ 1.86% EL=308.0
ARE TO BE SODDED AND THE SOD MUST NOT BE GROWN IN SOIL WITH A CLAY LAYER. a^cRAVEL 5"PERFORATED ;FORAYED EL=309.67
SCH 40 PVC UNDER DRAIN @ 0.5°k PVC ~ DRAIN @ 0.5°k
THE BIORETENTION AREA SOIL MEDIA MIX SHALL BE AS FOLLOWS:
85-88~ SAND
8-12~ FINES
3--5~ ORGANIC CLASS B RIP RAP
TOP OF POND 10' SHELF AROUND ELEVATION=319.75 10' SHELF AROUND TOP OF PDND
PERIMETER OF TOP OF WEIR OUTLET TOP OF BERM MAIN POOL STRUCTURE EL. = 316.75 PERIMETER OF ELEVATION=319.75 Z MAIN POOL
ELEVATION = 317.00 315.50' PERMANENT POOL ELEVATION = 315,00 p PERMANENT POOL ELEVATION = 315.00 3:1 SLOPE
WET POND CONSTRUCTION NOTES: - EL. 315.50
BOTTOM OF POND ELEVATION = 312.OD 3:1 SLOPE 2" ORIFICE 2:1 SLOPE FOREBAY 2:1 SLOPE EL. 315.50 ®ELEV 315.00 EL. 314.50 10:1 SLOPE 3:1 SLOPE
ANY DETENTION BASIN THAT 1S USED FOR SEDIMENT AND EROSION CONTROL SHALL BE 10:1 sLOPE BOTTOM of POND ELEVAT1oN = 311.oD EL. 314.50 MAIN PO CLEANED OUT BEFORE IT IS CONVERTED
TO A PERMANENT STORMWATER BMP. LINER 31 SLOPE y
NOTES: 70 LF - 24° RCP ®6.18
MUCK OUT ALL SEDIMENT FROM SEDIMENT BASIN AND ROUGH GRADE POND ACCORDING TO i) THE POND SHALL BE CLEANED our WHENEVER SEDIMENT AccuMULATEs FES H INV=309.00
APPROVED PLANS. TO A DEPTH OF 25% OF TOTAL DEPTH.
2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM ENTIRE BASIN ONCE IF RISER STRUCTURE NOT CONSTRUCTED FOR SEDIMENT BASIN OUTLET, INSTALL RISER~BARREL coNSTRUCTIGN Is COMPLETE. rr//~~~~ f~ SV!'Y..Lo'r ~ 'V
PER DETAILS. 3) VEGETATION SHALL BE PLANTED ALONG THE ENTIRE PERIMETER OF THE POND PER 0' 10' 20' Z
THE LANDSCAPE DRAWINGS.
PERFORM FINAL GRADE OF POND AND STABILIZE BANKS WITH GROUNDCOVER. mJ
WITH THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, INSTALL LEVEL OUTLET STRUCTURE PER ' !
APPROVED PLANS/DETAILS. OUTLET STRUCTURE MAY NOT BE CONSTRUCTED UNTIL AI._I_ UPSTREAM AREA IA1~' T D (~l ~ I n ® C ~ TI (1 f\ I 1 /l C IA!
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OBAWH BY: DFBIBJF
,1 / ~ i CHECIQ:D BT: MDA
/ f PROJECT N0. 2D09023.00
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PHOPHORUS INDEX OF THE SOIL SHALL BE BETWEEN 10 AND 30.
HYDRAULIC CONDUCTIVITY OF THE SOIL SHALL BE BETWEEN 1-INCH AND 2-INCHES.
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BIO-RETENTION CROSS SECTION NOT TO SCALE
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION WITH INTERNAL WATER STORAGE Z0~~1E
OF LIME, FERTILIZER, AND SEED, CREST OF WEIR 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 TDP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH ~ ~ ~ I ~ I ~ i I~ ~ I ~ i ~f I I f i . I ~ ~ ~ - J
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RECP's WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" 30 CM1 APART IN THE BOTTOM OF THE TRENCH. ' ~ i i I ~ I-< ~ ~i ~ ~I ~ (i i f E E € BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) i,---;I' ~ 1_;-
PORTION 6F RECP's BACK OVER SEED AND COMPACTED SOIL, SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF I I___-.I ~
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's, -°-_I-~ E,-~
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE ~ ~ ' AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES STAKES I ~I ~ I~
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM ,STAPLES/STAKES NORTH AMERICAN GREEN TYPE P300 ' I , ; " PERMANENT SEEDING: SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. OR P550 TURF REINFORCEMENT MATTING -1 ,_y,-~
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" 5 CM - 12.5 CM OVERLAP DEPENDING (OR EQUAL}. INSTALL THE ENTIRE WIDTH -I j I-_~ ~ I -ALL EXPOSED SLOPES OF PONDS SHOULD BE SEEL iULD BE SEEDED IMEDIATELY
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