20060961 Ver 2_Stormwater Site Plans_20100830

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PROJEGT SITE DATA
OWNER CONTRACT P05T WADE TRACT R1 LLC LENNAR CAROLINAS INC _ / 4401 NORTHSIDE PARKWAY, SUITE 800 1201 EDWARDS MILL ROAD, SUITE 301 PURCHASER ATLANTA, GA 30327 RALEIGH, NC 27607 ' • " ' ' ' ' " ' i
_
PARCEL PIN 0774892683, 0774880642 r „
20NING {CUD) 0&I-2, PDD OVERLAY r ~ M L
RIVER BASIN NEU5E ~
EXISTING USE VACANT SITE AREA 40.93 AC. , ' r , -
BUILDING HEIGHT MAXIMUM 70' a t^~ 7 t. r .`1 t _
~ ' E ¦ PROPOSED {TYPICAL HEIGHT 25-40 FT. MEASURED FROM GROUND LEVEL)
BUILDING SEE TYPICAL LOT DETAILS C-2
SETBACKS 1
4 BEDROOM: 3 SPACES UNIT ' PARKING REQUIRED / t
(RESIDENTIAL} 3 BEDROOM: 2.5 SPACES/UNIT - 1, .
2 BEDROOM: 2SPACES/UNIT ~ -
1 BEDROOM: 1.5 SPACES/UNIT
PROVIDED ATTACHED TOWNHOMES: ~ t fmm ® I ' f/ /f
2 BEDROOM UNITS: 1 GARAGE SPACE AND
1 DRIVEWAY SPACE ~ i 3 BEDROOM UNITS: 1 GARAGE SPACE AND _ _ t/ fl
2 DRIVEWAY SPACES .
DETACHED TOWNHOMES:
3 BEDROOM UNITS: 3 SPACES ~ ~ t fr - u n x ' ~ 1 ra
r-,',,
4 BEDROOM UNITS: 3 SPACES
~ s !I L J ° v~ J_~ ff ~,11 f/ ?f
SEE TYPICAL LOT DETAILS SHEET C-2 _ ` i' l•
PARKING STREET SPACES {ON STREET) STREET A 60 SPACES
STREET B 36 SPACES ~ ' ~ 1 ® f 'r
STREET C 15 SPA ES _ ~ ~ ~ . , ? , ~ ~ ~ ~ . ~ L C ~ ff N H ff ff H
STREET D 16 SPACES P fl 8 /f 7f ff ff
STREET E 10 SPACES
WADE PARK 0 SPACES ® I " i i ® ~ _
TOTAL 137 SPACES w,'® 11~" ~
1 I r r ~
PARKING REQUIRED 1 SPACE/100 SF OF POOL AREA f l ® _ t1L
PDaL QVE ENT QUANTITIES _ { ) 3500 SFf100 SF = 35 SPACES - - i°~~U 1L ~ 1
PROVIDED 35 SPACES ~ _ i ~
2 ACCESSIBLE REQUIRED 2 PARKING C T 11 . I ~ _ . , . „ _ . _ ~
PROVIDED 2 (VAN ACCESSIBLE) (POOL) ® ~
WATER (PlJ LIC) 3124 LF Lv n ~ . _ ~
IMPERVIOUS EXISTING 0 AC. T I T L ( ) SURFACE PROPOSED 21.86 AC. {LOTS 4 & 5) •li ^3 __1v_ V
( LICE L PHASE 1 PHASE 2 TOTAL ® ~ T u ~
1 L TOWNHOME - ATTA HED ( / UNIT SUMMARY C 90 UNITS (54.5%) 79 UNITS {56.2%) 169 UNITS (55.0%} i ' _ _ 1 " ao r ' 1.
TOWNHOME - DETA HE T U LI1., 12 LF C D 92 UNITS 45.5%) 46 UNITS (43.5%)%) 138 UNITS (44.0%) ( )
TOTAL 182 UNITS 125 UNITS 307 UNITS SI L LICI L " r,.J ~ .t
DENSITY 307 UNITS / 40.93 AC = 7.5 UNITS f ACRE . ~ ~ ~ ° • L~ - i t L L _~f
TREE REQUIRED 16.76 AC. MASTER PLAN {PLAT BOOK 2007 PG.2873} ~
CONSERVATION PROVIDED 17.99 AC. (10.72%) SEE SHEET C-1 ®
OPEN SPACE MASTER PLAN TRACT R-1 a
REQUIRED 50.56 AC. (307) 4.09 AC. (10%) c . f / ` ` ~ r a . PROVIDED 51.35 AC. {30.5%) 9.94 AC. (24.297)
LOTS 13 The Construction Contractor res onsible for the extension of water, _
P ~ PROPOSED BMP = 1.81 AC. {18.21% OF OPEN SPACE} sewer, and ar reuse as a roved in these IanS, is res onsible far - - - v - - Lam' ~ ~ _ _ , _ ~ : ' ~ _
I PP P P contactin the Public o D art nt at 9'"~- " " " Its i
and the Public Utilities Drknt at 919 - at least Water Distribution f Extension System Water Distribution f Extension System
~ prior to beginning any of their construction, J - - The city of Raleigh consents to the connection and extension of the The city of Raleigh consents to the connection to its public water CIt}~s pubho water system as shown on this plan. The material and system and extension of the privoie water distribution system as
'i'Iur to notify bath City Departments in advance of beginning Construction methods used for this projeat shall conform to the shown on this plan. The material and Construction methods used for standards and specifications of the City's Public Utilities Handbook. this project shall conform to the standards and specifcations of the
construction, will result in the issuance of eta fines, and require City's Public Utilities Handbook.
reinstallation of any water or sewer facilities not inspected as a result City of Raleigh Cily of Raleigh Public Utilities Department Permll ~ Public Utilities Department Permit #
of this notification failure.
iro Failure to call for Ir ran, In all a Downs' a Plug, have UTILITY INST TI®NS AND ®THER PUBLIC Authorization to Construct Authorization to Construat ~ FACILITIES, INCLUDING SIDEfl'ALS AND HANDICAP Date Date
fitted Plans an the VVUi, ar any other 1r~1^tion of ~r'ty o Total Nitra en Anal sis Area 67.47 ac.
alei Standards will result in a I °T " " ~ ° ~ from 67.47 ac. RAMPS TO B CONSTRUCTED ON ALL STREETS 611.10 Ibs r AS SPECIFIED Y CITY CODE. THESE FACILITIES
~ future work in the Cit of alei h. Total TN Load Before Treatment 611.10 Ibs z y g 434.02 Ibs ® ~y Tatal TN Load After 434.02 Ibs HA BEEN PROVED Y THE CITY O A IG D SHALL SO INSTALLED UNLESS A C G II rI t
~ °F Treatment 6.43 Ib/ao/yr z 9 ~ .43 Ibfacfyr IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
W L ® Maximum TN Load Without ~ ~ F Q 242.89 Ibs/yr .42.89 Ibs/yr SANITARY S EASE NTS TO B RECORDED Sewer Collection f Extension System Sewer Collection f Extension System
Offset Pa ment 3.60 Ib ac r ~ y y PRIOR TO FINAL ACCEPTANCE, The city of Raleigh consents to the connection and extension of the The city of Raleigh consents to the connection to Its public sewer «60 Ib ®C yr City's public sewer system as shown an this plan. The material and system and extension of the primate sewer collection system os
9 ~ ~ °F Total TN-Export Requiring Offset 191.13 Ibs/} Construckion methods used far this project shall conform to the shown on this plan. The material and Construction methods used 191.13 Ibs/yr TRANSPORTATION SERVICES standards and specifications of the City's Public Utilities Handbook. for this project shall conform ko the skondords and spscificotions
~(A 1, STREET NAMES ARE NOT REQUIRED ON CONSTRUCTION DRAWINGS BUT ARE REQUIRED TO BE ~0~~ SHOWN ON THE MAP FOR RECORDING. Payment of the City's Public Utilities Handbook.
fi o Total TN-Ex ort Previausl Paid 143.42 Ibs/} City of Raleigh Cily of Raleigh 143.42 Ibs/yr PUBLIC UTILITIES Pa lia Utilities Department Permit ~ Public Utilities Department Permit #
~ RBC 2, THE ENCROACHMENT AGREEMENT FOR LANDSCAPING LOCATED IN THE PUBLIC RIGHTS-OF-WAY Remalning TN-Export Requiring Offset 47.71 Ibs/yr 47.71 Ibs/yr CONSERVATION ENGINEER Authorization to Construct Authorization to Construot
CENTER MUST B SUBMITTED TO THE ENCROACHMENT COMMITTEE PRIOR TO SUBMITTING FOR A BUILDING Pa ment Date Data
T y ~/4l CARTER PERMIT, BUILDING PERMITS FOR THIS SITE WILL NOT BE ISSUED UNTIL THE ENCROACHMENT Ty g Remalning Offset Payment X40,577.36 $40,577.36 PLANNING
FINLEY COMMITTEE AND CITY COUNCIL HAVE APPROVED THE ENCROACHMENT.
® STADIUM r 1 " ~ ~ .{III
3. HOMEOWNER'S ASSOCIATION DOCUMENTS WILL B SUBMITTED WHEN THE PLAT IS SUBMITTED FOR REVIEW, STORMWATER DOCUMENTS WILL BE SUBMITTED WHEN THE CONSTRUCTION DRAWINGS ARE ® r ®i O Jm M d
L,f SUBMITTED FOR REVIEW. 1®f1 tl
1. THE DEVELOPER ACKNOWLEDGES THAT THEY HAVE THEY HAVE REVIEWED AND ARE IN COMPLIANCE ~o``~ (,~n~;
' ' 4. CONSTRUCTION DRAWINGS FOR THE OFF-SITE SEWER WILL BE SUBMITTED FOR REVIEW PRIOR TO WITH THE REQUIREMENTS SET FORTH IN THE SOLI[ v , IN THE SOLID WASTE DESIGN MANUAL, ~"t ~ ~ .pFF rr ~ d ~ N N
SUBMITTAL OF CONSTRUCTION DRAWINGS FOR THE PROJECT. 2 THE SOLID WASTE REMOVAL FOR T15 PROJECT WI PROJECT WILL BE HANDLED BY THE CITY OF :~4
'.r' TIATfY T11TT1TlTlfY TlT 111T11TT17l CY _ _ C`ITTT1T 7T1`7P1T1CY _ T1AT[7T TI11ATl lT1TT l T
5. UNITY OF DEVELOPMENT WILL BE REQUIRED PRIOR TO SUBMITTAL FOR BUILDING PERMIT REVIEW. RALEIGH SOLID WASTE SERVICES (SWS). L' 1V 11V L' L' t~`' r JLAIN IN k*5 ' Z5 U V P-i I k"5 ' IN V 1 1V 1Vl IN 1 L
3. REFUSE CONTAINERS ARE STORED IN GARAGES OR 6. LEGAL DOCUMENTS FOR THE TRANSIT EASEMENTS WILL B REQUIRED PRIOR TO PLAT APPROVAL. GARAGES OR A 6'x6' CONCRETE PAD AT THE RESEARCH TRIANGLE PARK ¦ CHARLOTTE
BACK OF THE UNIT FOR ALL ATTACHED AND DETAC D AND DETACHED TOWNHOME UNITS, THE REFUSE ®iY RPPO+®® 290 Meridian Parkway, Durham NC 27713
CONTAINERS WILL BE MADE AVAILABLE BY THE RE; 7. THE PROPOSED 5 FOOT UTILITY EASEMENT SHOWN ON THE STREET CROSS SECTIONS SHALL BE DRIVEWAY BY THE RESIDENTS BY ROLLING THEM DOWN THE 800-733-5646 ¦ www.johnrineadains.com ¦ License No.: C-0293
SHOWN, DOCUMENTED, AND RECORDED ON ALL PLANS, PLATS, MAPS, ETC. TO THE CURB,
PREL"__1 I_ - T RELEA E-) Fl- R TRUCT

a
PROJECT SITE DATA T I
OWNE OWNER/CONTRACT POST WADE TRACT R1 LLC LENNAR CAROLINAS INC 1. ISTIG CONDITIONS TAKEN FROM "PLOT OF SU " WITHERS RAVEEL, ~
PURC PURCHASER 4401 NORTHSIDE PARKWAY, SUITE 800 1201 E4WAR4S MILL ROAD, SUITE 301 DATED NOVEMBER 30, 2007 {B 2007, PGS 2869-2873) AND TOPOGRAPHIC , v ATLANTA, GA 30327 RALEIGH, NC 27607 SURVEY Y WITHERS AND RAVENEL.
PARC PARCEL PIN 0774892683, 0774880642 2. EAS COMPUTED Y COORDINATE OD. h ~ z
ZONIn ZONING (CUD) O&I-2, PDD OVERLAY 3. IS OF BEARINGS NC GRID 83. Z ~ a
I RIVER RIVER BASIN NEUSE I ^ ¦ z U
I r EXIST ; 'ti, 4. ALL DISTANCES E HORIZONTAL GROUND DISTANCES. x EXISTING USE VACANT U ~
r-„- / ' SITE lr ( U I / SITE AREA 40.83 AC. ' ¦ ~ 5. E EXISTING NEUSE RIVER RIPARIAN BUFFERS AND ANY WETLANDS SHOWN HEREON ~
.vIS ARE PLOTTED FROM THE APPROVED WETLANDS DELINEATION MAP TITLED "WETLANDS ~ ca
X ~ ` DELNEATIO EXHIBIT -PROPOSED COLONIAL PROPERTIES TRUST PARCEL", DATED ~ , a 2/7/02 AND PREPARED BY HUNTER CIVIL TECNOLCGIES, PLLC. REFERENCE IS a k ~
~ ~ , _ ? _ _ _ _ r 65 PUBLIC ~ ~ HEREBY CALLED TC THE FOLLOWING PERMITS: U1 th ti "
~ m m ~ ~ ¦ 401 WATER QUALITY CERTIFICATION: US ARMY CORPS OF ENGINEERS ACTION U1 ~ q ~
. , ~ ..m:.. _ ~ ' CDENR - DWQ PROJECT 6-0961, ID SAW-2008-20548-292, ISSUED tx ~
- ~ ~r ~ ~ ( ISSUED AUGUST 7, 2008 JULY 27, 2006 W b SECTION 404 NATIONWIDE PERMIT Z ~ ~
~ j ~ . _ _ V~ ~ ~ ~ ~ ~ ~ - _ AB NUMBER 12 AND 39: ~ ~
I r` = - _ ZE _ _ .m r~ ~ o°
U / ~c~r 1T ~L~Cip IC , 'l 6. 75' SHOD-1 BUFFERS ADJACENT TO INTERSTATE 40 AND WADE AVENUE IS IN W ~ ' ~ ACCORDANCE WITH THE MASTER PLAN -CITY OF RALEIGH CASE FILE O. ~ ~
m- m ~ _ _ ~ zees ~ ~ , ~ ; ~ ~ ~ 11 P-2-05. ~ X......~ m m°
r~ I ! hIdMF: VACANT ~ ~ ~ r,~,' ~ \ ~,J t ~ m - _ ~m ZON R-1 O _ ' ~ ` - ~ 7. ALL PRIVATE STORM DRAINAGE EASEMENTS AND STORMATER MEASURES W1LL BE ' °
C. ~ ~ '~'t11,c - ~ , ~ - ~ WADE MASTER AS~UL~ ~ ~ IN ~ ~ ~ - PIN x'0775809115 ~```--MAINTAINED BY THE MASTER PROPERTY 0 ERS ASSOCIATION. nth ` ~
„ ~ N~ ~ ~ ~ _ ~ _ ~ , , DB 12902 PC 2289 i' POST WADE TRACT M-2, LLC ~ - ~ ~ ~ ~ ~ - ~ USE: TREE CONSERVATION U'
~ PIN x0774.08-78-6357 _ ~ 1 ~ I i ~ ~ ~ ~ } \ ~ ZONING: (GUD) 0&I-2 f ~ s
' i im , ~ ~ ~ PDD CVERLAY I ~ ~ DB 12723 PG 2669 ~I ~ i ~ ` - ~ ~ ~ ~ ~ USE: VACANT % ' J ` . M - ~ ~ ~ ~
ONING. R-10 ~ ~ ~ ~ ~ ~ ~ ~ _ _ i r,mm~ - ~ ~ ~ . ; ; ~ ~ ~ ~ ; ~ ~ - I ~ 75 SHOD
- _ ~ I ~ ~ ~ ~ ~ BM 2007, PG 2870 ~ ~ ~ ~ - I ~ ~ ~ ~ m, - - - ~I~ 1 ~ ~ T EE CONSERVATION AREAS
rr_ ~ ~ ~ ~ ,rv ~ fin, .
r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r'~~ KENNETH HICKS ~ ~ ~ ~ ~ - - I , p V ~ ' u ~ AC - _ 1 ~ I ~1 S I PRIMARY TREE CONSERVATION AR
J . ~ fv ~ I _ ~ ~ ~ ~ F i ~ ~ - A J PIN ~0774.C$-7$-7351 ~ ~ .A ` ~ - ~ ) ] / ~ ~ ~ ~ ~ i ~ / / ~ BK 1388 PG C-E ~~a~ I n ~ ~ ~ ~ i j ~ ~ i 1 ~ ~ ''~SFfrp ~ C"". V - 20' WIDE NEUSE RIPARIAN BUFFER ZCNE 2
USE: RESIDENTIAL I` - ~ ) ~ ~ i ~ !rP_..L ~ I ~ ~ - l ! ~ ~ 1 SIN A C RObA ~ ZONING 0&I-1 ~ ~ ~ i ~ i ! ~ ~ ~ , ~f>YCF~ WITH ~ f~AS~ER PLAN, THE 75 ~ ~ ; ~ . AND AREAS HAVING 45% O GR TER SLOP5
~ ~.-EXISTIND ACCE~ EASEMENT ' ~I~ EO ~T HODt1~BUFFER AL N~ I TER~TATE 0 E D~ ' 1 l i ~ I ~ ~ ~ ! , , Q N ~ r ~ u , ~
.r _ 6 ET ~R ~M THE LITERS CTION F WA E PA K ~ ~ I ~ ~ , I , .y' (TO BE RELOCATED) ~ i ! I u ! ~ 4 ~ E Q ; ~ ~ I ~ ~ ~ ~ ~ ~ Bb VARb NLVTRIN TY'ROAD.I HQVJEVER, SHOD-1 I ~ ~ !I PRIMARY TREE COSRVATICN
~aT ~ 3 ~ ~ ~ ~ , ~I ~ ~ ' ~I ~ ~ ( i ~ N I , ~ ~ r ; ~ P C7WE/YAR~ D S ANdARpS ~REM'AIN AP~ICABL ~ j ~ ~ ~ ~ ~ ~ PRIMARY TREE AR -75' WIDE NATURAL
i~ i WADE MASTER ASSOCIATION INC. ~ " i ' ~ ~ ~ ~ CONSERVATION AREA-75' WIDE PROTECTIVE YARD (P-2-2005}
PIN x0774789553 m,.~.r,, r / ~ m ~ ~ DB 12902 PG 2289 ~ i ~ / ~ I ~ ~ ~ ~ / m W, i ~ , 7 NATURAL PROTECTIVE YARD {MP-2-2005)
I ~ m ~ ~ r__ OPEN SPACE i i ' , v ~ ~ ~ ~ i i ` 1 i i - - ~ i ~
, ~ ~ , r' _ m _ ALTERNATE CO PLIANCE SECONDARY TREE
WILLIAM & CAROL BARKER ~ , , ~ i" I ~ - \ m , CONSERVATION AREA - 65' PERIMETER YARD
PIN x0774.08-78-9311 ~ ~ ~ / % / ~ ~ ~ / ~ ~ ~ ~ ~ ~~i~ / ~ ~ ~ ' ~ a ~ ~ \ I,`', ~ ~ DB 9830 PG 493 ~ ; - ~ ~ ~ ~ ~ i / I
I ~ USE: RESIDENTIAL ~ / / ~ ' ^ ~ ~ ~ ~ , ~ i ~ ~ ~ ZONING: 0&I-1 ~ ~ ~ / ~ \ _ A ~ ~ I, r
/ _ ~ ~ ~ ~ ~ A ~ m `V ~ i / i i iii ~ ~ ~ ~ lI TREE CONSERVATION AREA AS RECORDED (BM 2007, PG 2873}
A V A - K ~ ~ ~ 1 ~ , - ~ ~ ~ ~ ~ ~ - ' ; ~ ~ ~ ! Icy ~ LOT ~ ~ ~ ~ ~ REQUIRED: 16.76 AC.
~I PROVIDED: 17.99 AC. (10.72}
~ ~ ~r~ ~ ~ r a I'~ ~ 37.2 AC.~ ~ ~ ~ ~ ~ ~ ~ _ - - ~
~ ~ ~,I ~ I I I ~ ~ ~ ~ ~ ~ ~ ~ _ ~ - G N
i ~ < i, ~ ~ m m i . , I ~ ~ t
i~~ ~ ~ ~ 1 ~1 ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ` ~ ~ ~ ~ BIRDENA SELIGSON HEIRS , i I ~ ~ ~ ~ k ~ ~ ~ ~~?~iel ~ ~ S i ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ ~ I ~ ~ ~ I . . (S SANITARY SEWER MANHOLE
PIN x0774.08-88-2230 ~ ~ ' I ~ + ~ ~ ~ V ~ ~ ~ ~ ° 1 ~ ~ ~ ~ r~ ~ ~ I ~ ~ ~ ~ ~ 1 1 ~ ~1 ~ ~ ~ , ~ . ~ ~ A~ ti BK 12858 PG 2209 & 2212 J+ I ' ' l i "I ~ V ~ ` ~ \ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ CO SANITARY SEWER CLEANOUT
USE: VACANT i ~ ' I i I ~ ` ~ `~^'V ~ ~ A ~ ~ ~ ' J ~ i ~ ~ , ~ ~ , ~ ` \ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ A V I I ~ ~ i ~ ~ ~ ii ~
ZCNING 0&I 1 ~ ' "'4 ~ _ t ~ ~ I ~ ~ ~ ~ ` ~ ~ A 1 1 ~ ~ ~ i A A~ ~ ~ ~ I - ~ ~ ~ ~ ~ WATER VALVE ~ ~ ~ ~ O
s I ~n ~ - - - \ ~ ® WATER METER ~ ~ ~ ~ ~ r W ~
50 NEUSE RIPARIAN BUFFER ~ ~ ~ ! ~ ~ ~ A ~ ~ A' ~ ~ ~ ~ _~.I, _ , ~ _-_------•--~---_r~.~ _ i A ~ A ~ ~ ~ ~ V`, ~ ~ , ~A VA ` , ` ~ , I ~ ~ FIRE HYDRANT H ~ U
. MEASURED 50' FROM TOP ~ ~ ~ ~ ~ ~ V . ~ i ~ - ~ ~ ~ ~ r ~ , ~ \ V~ ~ ~ rc.^ i ,1, I i ~ ~ ~ ~ ` ~ ~ ~ . OF BANK BOTH SIDES A ~ ~ ' ' ~ ` ~ ~ ' I ~ ~ ` , ~ I ~ T? TELEPHONE PEDESTAL ~ ~
6 ~ I~ I ~ I - ~ 1 ~ ~ I ~m ~ \ ~ ~ ~ ~ ~ I i ' ,~1; ~ ~ Q TELEPHONE MANHOLE
~ V ~ A ~ ~ i 'i ~ I ~ ,n / ~
w ~ EXISTING ~ ~ I ~ ~ ~ ~ ~ ~ I I ~ I i ~ ~ ~ ? - - - - - - _ - - - - ~ ~ \ ~ 1 \ ~ A ~ ~ ~ i ~ ~ ~ ~ \ i I i ~ _ i" ~ i i ~ ' i s ~ ~ !f \ ~ ~ ~ I I ~ ~ ~ E? ELECTRIC BOX ~ p i ~,I~ gill ~\~~f, ~Q'i
, _ - r~ ~ ~ ~ i t ~~y 1' r 1- ~ ~ ~ ~ ~ ~ _ ~ LIGHT POLE a a U
~ ~ ~ '.1 ! ~ a` , ~ n ~ v EXISTIfJ'O~WATERLIN)= STUB-T~ 81? - - _ _ ~ _ - V 44 ' V ~ ~ ~ m ~ , ~ ~ ` ~ ~ ~ POWER POLE E" Q'i a ~ U i..i `rri
~ / I ~ ~ ~ ~ rr , )~~;r ~ j i ri~ RE1uiO~ED ~ACK`T.Q~TM~ ~uI~~IN-~AS-PER , - - - _ _ ~ _ _ - - - - I I ~ ~ ~ ~ ~ ~ 1~ `1. m ~ \ . ~
~ 111 ~ / r'l ~ ~ ~ _ ~ - - _ ~ ~ ~ ~ ~ / ~ , ~ , , , ;CITY OF R,9 fGH ST D~9RDS,_ , _ - ~ ~ _ + ~ . d~, - - ~ - _ - ~ ~ , , , ~ ~ - ~ v-' ,n ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ¦ CURB INLET Q; U ~ ~ V ~ A A - ~ ~ ~V~ 1,
m _ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ (D STORM DRAINAGE MANHOLE R'i A ~
I ~ - ~ / S / N JF ~ 1. ' ~ ~ ~ ~ ~ v - , - _ ~ _ ~ „"'°I0.-- ~ ~ ' ~ ~ ~ ~ ~ \ A ~ ~ , ~ _ . 1 ~ ~ ~ ~ ~ ~ A'~~~ ~ ~,1 ~ ~ . ~ ¦ YARD INLET ,U Z ~ ~ ~ ,s~ ~ ~ t~~
„ ~ ~ ~ _ ~ .1 TRINITY WOODS LLC ~ " " ` ~ ~ ~ ~ - - _ ~ ' - - ~ ~ ~ I h~ ~ ~ - ~ / ~ ~ - _ vim`` V ~ ~ _ - ~ ~ I ~ t ~ ~ ~ ~ 7 A _ PIN x0774.0$-88-4073 ~ ' ~r ~ ~ ~ - - - ~ ~ - ' ~ - - - ~ ~ ' - ~ - - - ~ ~ - - ~ _ ~ ~ ti ~ ~ ~ ~ ~ ~A ~ ~ ~ ~ ~ ' I ~ ~ ~ ~ ~ - - - ~ DRIVEWAY CULVERT ~ W
i i-~~ I i ~ DB 8848 PG 212 ~ ~ ~ - ~ _ r ~ rv m m - - _ ~ - - J ~ m . _ ~ ~ ~ ~ , , ~ , , _ , ~ ~ ~ _ - - ~ ~ I 1 ~ ~ ~ ~ ~ Sp STORM DRAIN W W O
i USE. VACANT ~ ~ ~ ~ , ~ ~ ~ ~ ~ - - ~ ~ - - - - \ - ~ ~ ' - _ r ~ I ~ ~ I ZCNING: 0&I-1 ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ _ - ` - - _ - - - ~ ~ ~ ~ ~ I i ~j , \ _ ~ ~ ~i ~I ~ ~ ~ ~ ~ \ , ~ ~ ~ \ ~ _ OU OVERHEAD UTILITY LINE ~ ~
, ,AA - / ~ - ~ _ _ i I ~ ~ ~x"~ ~ ~ O ~i
~ ~ I ~ I I I ~ , AV~, ~ ~ UE UNDERGROUND ELECTRIC ~ I ~
. ~ ~ , ~ . ~ - - - I I ~ ~ '~I UT UNDERGROUND TELEPHONE i ~ ~ ~ ~
- - _ . m Mm m, ~ ~ ~ ~ t ~ ~ , ~ , I i f~./ ~ - - ~ ~ ~ - - - - - - - ~ ~ i . m _ , - - _ _ ;A ~ _ , , ~i ~ ~ ~ ~ I i ~ ~ ~ , ~ ~ ~,k ~ W WATER LINE 1 ~ ~ ~ ~ ~
~ , , _ „ - - . m. m _ m ~ _ ~ ~ - ~ 1 - m . ~ ~ ~ - - , ~ ~ , _ ~ . ~ , ~ ~ ~V ~ V~ ~ SS SANITARY SEWER LINE
~ ~ , - ~ m , . ~ ~ ~ i - ~ - - , , , . ~ •--.._.a , i ~ - - _ _ ~ , ~ i~ ~ ri V „ / C . , ~ ~ - - ~ ~ ~ ~ ~ ` ~ O GA5 LINE V
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1 . w ~ ~ ~ ~ ~ , I , . ~ ~ I ~ ~ ~ A 1 ' ~ ~ ~ ~ ' , ~ ~ o ~ - ~ ~ - - - _ ~XISTfRd TK CI. _ _ a ~ ~ r.
_ --gANT~A Y`SEUt+ 'FaSEMENi
_ ~ ~ ~ y ~ ~ ~ ~ ~ ~ MB 2007 PG 552 EXISTING CITY OF RALEIGH ~~-100 YEAR FLOODPLAIN
SANITARY SEWER EASEMENT MB 2007 PG 1884
lY^ . .SCALE: 1 "®1 f1f1°
GRAPHIC SCALE DATE` 07-26-10
100 0 50 100 200 {EET NO.
F
I inch = 100 ft.
FIN' 1, P I G T 11tI^,ll,K = D FOR ~'f I'll UC"ll'
. . . . . . . . . . . . . . . . . . . . . . . . . ,

a
N z
1. MINIMUM CORNER CLEARANCES FROM THE CURBLINE OF INTERSECTING STREETS SHALL BE AT LEAST 20' FROM THE POINT OF .LED AT A MINIMUM DEPTN I I ~ ~ ~ ~ '
TANGENCY, NO DRIVEWAYS OR PARKING SPACES SHALL ENCROACH O THIS MINIMUM CORNER CLEARANCE. REFER TO SECTION 3.8 OF 1. ALL WATER AND SEWER MAINS I IN PUBLIC EASEMENTS AND RIGHT-OF-WAYS TO BE 1. DIP WATER MAINS SHALL BE INSTALLED AT A MINIM THE RALEIGH STREETS, SIDEWALKS AND DRIVEWAY ACCESS HANDBOOK FOR ADDI1OAL DETAILS. 0 ED, OPERATED, AND MAINTAINED BY THE CITY OF RALEIGH. WITH A MINIMUM COVER OF 36 INCHES. i Q IES. 1, THE RETAINING WALL ALIGN.„ENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT ~
FACE OF THE RETAINING WALL AT THE BOTTOM OF THE WALL. Z ~ ;ES ARE TO BE DUCTILE F ~
' 2. ALL CONS UCTION SHALL E IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND 2. ALL WATER MAINS AND FIRE SERVICES ARE TO BE 2. RIGHT-OF-WAY SHALL E CLEARED AND GRUBBED WITHIN 50 OF ALL MINOR RESIDENTIAL, RESIDENTIAL, AND RESIDENTIAL COLLECTOR IRON PIPE. DOMESTIC SERVICES MUST BE E K 5 INTERSECTIONS. SPECIFICATIONS. aT BE E K SOFT 2. SEGMENTAL RETAINING WALLS ARE TO 8E DESIGN-BUILD PROJECTS 8Y THE CON ACTOR. IT SHALL
COPPER (WITHOUT FITTINGS) TO THE WATER METER, WATER METER.. BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTON DRAWINGS FROM A "~I ~ ~
3. WITHIN THE SIGHT DISTANCE TANGLES SHOWN NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHT ABOVE THE CURB LINE ELEVATION 3. CONTRACTOR SHALL CALL "NOR CAROLINA ONE CALL" (1-800- 632-4949) AT REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF q :AST 10 FEET LATERALLY THE RETAINING WALLS. ' ` n ¦ ~ U v
SHALL BE LOCATED IN OLE OR I PART. OS UCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, LEAST 48 HOURS PRIOR TO MOBILIZAl10N TO HAVE EXISTING UTILITIES LOCATED. 3. WATER MAINS SHALL BE LAID AT LEAST 10 FEET L OR PARKED VEHICLE. REFER TO SEGT1ON 10-2086 OF THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS. REPORT ANY DISCREPANCIES TO THE ENGINEER. FROM FROM EXISTING OR PROPOSED SEWERS. ~ SEWERS. U] x z
4. ALL EXISTING U1LITIES ARE SHOWN AT APPROXIMATE LOCATOS. ACTUAL LOCATION 4. WHEN A WATER MAIN CROSSES OVER A SE R, A ' 3. RETAINING WALLS SHALL BE ASSUMED TO E ACKFILLED WITH OFF-SITE BORROW MATERIAL OR ~ ~ ¦ RASE R, A MINIMUM PROCESSED FILL UNLESS THE CONTRACTOR CAN PROVIDE THE OWNER IMTH CONFIRMATION FROM
4. ULIIAY STOP CON OL W1LL NOT E USED AT ANY PUBLIC STREET INIERSEC11O I OUT E EXPRESS, ITTEN CONSENT OF THE AND DEPTH TO BE CONFIRMED IN FIELD BEFORE COSTRUC11O. OF 24" VERTICAL SEPARAT1ON MUST BE MAITAINEI CITY AFFIC ENGINEER. f BE MAINTAINED THE GEOTECHICAL ENGINEER AND THE RETAINING WALL DESIGNER THAT READILY AVAILABLE I a U
BETWEEN THE OUT5IDES OF THE PIPE. 5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY PUBLIC 'E. O-SITE SOILS CAN BE USED. a m
5. ALL CONSTRUC11O SHALL CONFORM TO THE LATEST CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS. RIGHT-OF-WAY, THE FOLLOWING PROCEDURES SHALL BE UNDERTAKEN: 5. WHEN IT IS NECESSARY FOR A WATER MAIN TO CR! ER MAIN TO CROSS 4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ~ a ~
UNDER A SEWER MAIN, A MINIMUM OF 24" VERTICA 6. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. CITY RIGHT-OF-WAY: CONTACT ENGINEERING DEPT. FOR INFORMAl1ON AND SEPARAT1ON MUST BE MAINTAINED BE EN THE 0' OF 24" VERTICAL ELEVATIONS ONLY. THE EXTENT THAT E RETAINING WALL WILL BE EXTENDED BELOW GRADE TO ti A 3E EN THE OUTSIDES THE FOOTING SHALL E IDENTIFIED O THE RETAINING WALL CONSTRUCTION DRAWINGS, ° 'I ¦ ~ a
INSTRUC11ONS FOR DETOURS, OPEN CUTTING OF STREETS, OR FOR ANY CONSTRUCTION OF THE PIPE AND BOTH MAINS SHALL BE COSTRU 7. OCCUPATIONAL SAFETY AND HEAL ADMINISTRAl1ON {OSHA} STANDARDS FOR EXCAVATIONS, FINAL RULE 29CFR PART 1926, SUBPART I I RIGHT-OF-WAY. DUCTILE IRON AND TO WATERMAI STANDARDS FOR .LL 8E CONSTRUCTED OF a ®
"P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING TWENTY (20} FEET IN DEP REQUIRES STANDARDS FOR AT 5. ALL RETAINING WALLS OVER 30" HIGH SHALL NAVE A SAFETY FENCE. H ' liE POINT OF CROSSING. x
THE DESIGN OF A TRENCH SAFETY SYSTEM Y A REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY CON ACTOR RESPONSIBLE FOR NCDOT RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND LEAST 10 FEET O EACH SIDE OF THE POINT OF C 6. FOR RETAINING WALLS LOCATED PARALLEL TO THE PUBLIC RIGNT-OF-WAY, WALLS SHALL 8E U 4'
EXCAVAl1O. ENCROACHMENTS KEEP COPIES ON-SITE, ALSO CONTACT NCDOT DISTRICT OFFICE 24 6. 18" VERTICAL SEPARATION IS RE UIRED AT ALL WA ( 0 HOURS IN ADVANCE OF PLACING CURB AND GU R). STORM DRAINAGE CROSSINGS, AND 24" VERT1CAl RED AT ALL WATER MAIN DESIGNED SO THAT GEOGRIDS DO NOT INTERFERE WITH STORM DRAINS, UTILITIES, AND STREET ~ ~ ¦ ID 24" VERTICAL SUBGRADE. W o c^ '
8. EQUIPMENT AND PRODUCTS OTHER 1HAN THOSE SPECIFIED MAY E USED PROVIDED APPROVAL HAS BEEN OBTAINED FROM 1HE OWNER 5EPARAl1ON IS REQUIRED AT ALL SEWER MAIN 8c S EWER MAIN 8c STORM I ® WC~ u]
IN ITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO 1TiE 6. ALL DIMENSIONS SHO ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE DRAINAGE CROSSINGS. DIP MATERIALS A COCRE SUBSTITUTION OF ALTERNATE EQUIPMENT. NOTED. CRADLE CAN BE SPECIFIED AT U1LITY STORM Cf '_5 A CONCRETE ~ ~ ~ TY STORM CROSSINGS
WHERE STANDARD SEPARATIONS CANNOT BE ACHIE' NNOT BE ACHIEVED, W
9. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TQ RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO PROVIDED THAT A 6" MINIMUM SEPARATION IS MAID CONCEALMENT. DRAWINGS SHALL BE GIVEN TO E OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL ORATION IS MAINTAINED. ~ Z m '
LETTER TO E ENGINEER. 7. PRESSURE REDUCING VALVE SHALL E PROVIDED IF E PROVIDED IF
PRESSURE IS IN EXCESS OF 80 PSI. 10. EXISTING IMPROVEMENTS DAMAGED DURING COSTRUC11ON SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE
SAl1SFACTIO OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FQR THE DAMAGE. 8. ALL FIRE HYDRANTS ALONG PUBLIC R/ LINES SHP R/ LINES SHALL HAVE n
A 2'x2'L PUBLIC UTILITY EASEMENT ONTO ADJACEI 11. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS PROPERTY. i ONTO ADJACENT O~~ti.
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
9. ALL EXISTING UTILITIES ARE SHO AT APPROXIMA' 12, THE CONTRACTOR SHALL NOTE AT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, ANSI11O, FITTING, ETC. AT MAY E LOCATIONS. ACTUAL LOCATION AND DEPTH TO BE AT APPROXIMATE
REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND I FIELD BEFORE CONS UGTION. DEPTH TO BE CONFIRMED ± " Q i a
ALIGNMENTS DEPICTED O 1HE PLANS. rn:..
„ 10, U1LITY SLEEVES SHALL E PVC (SCH, 40}, INSTAL( 13. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL (1-800-632-4949} AT LEAST 48 HOURS PRIOR TO BEGINNING MINIMUM COVER. CAP AND MARK BOTH ENDS. ;H. 40}. INSTALL W 2' ~ ~ ' )TH ENDS. . ~r ti
CONSTRUCTION QR EXCAVAl1ON TO NAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL U11LI11ES THAT PROVIDE F "r"
THEIR QWN LQCATQR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". REPORT ANY DISCREPANCIES TO THE ENGINEER 11. THE HOA FOR THIS DEVELOPMENT IS THE 0 ER 0 IMMEDIATELY. PRIVATE WATER SE R LINES LOCATED OUTSIDE ~ THE 0 ER OF ALL 0\®®`® ^ATED OUTSIDE PUBLIC rcF PP+``
RIGHT-OF-WAYS OR U1ILITY EASEMENTS DEDICATEC ENTS DEDICATED TO E
14, CON ACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION AC11VI11ES WITH THE APPROPRIATE UTILITY COMPANIES FOR ANY CITY OF RALEIGH. THE HOA IS ALSO SOLELY RESPC REQUIRED RELOCAl1O (I.E. PO R POLES, TELEPHONE PEDESTALS, WATER METERS, ETC,). FOR E QPERATION & MAINTENANCE QF THESE Fp ? SOLELY RESPONSIBLE :E OF THESE FACILITIES.
15, EXISTING UlILI11ES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS, THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
16. PRIOR TO STARTING CONS UCTION, THE GENERAL CONTRACTOR SHALL HOLD APRE-CONS UCTION CONFERENCE.
17. ALL DIMENSIONS AND GRADES SNO O E PLANS SHALL BE FIELD VERIFIED Y THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE 0 ER IF ANY DISCREPANCIES EXIST PRIOR TO PRQCEEDING WITH COSTRUC11ON FOR NECESSARY PLAN OR GRADE CHANGES. NO EX1RA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY O THESE PLANS IF SUCH NOTIF1CAl1ON NA5 NOT BEEN GIVEN.
'sue
- - - I II
1. DEVELOPMENT OF THE PROPERTY SHALL BE I ACCORDANCE WITH MASTER PLAN AMENDMENT APPROVED I CONNECTION WITH THIS REZONING PETITION. h~~ M®
2. FUTURE DEDICATIONS OF RIGHTS-OF-WAY SHALL BE VALUED ACCORDING TO THE ORIGINAL ZONING CLASSIFICATION {AGRICULTURAL ~i VVV ~
PRODUCTIVE OR OFFICE AND INSTITUTION-1, RESPECTIVELY) OF THE AREA DEDICATED.
L
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U eP, d+ C7
Pa ~1~ ® U
1 SPACE 2 SPACE 3 SPACE PRNATE ALLEY 20' ALLEY _ _ CONCRETE I PRIVATE ALLEY 20' ALLEY _ CONCRETE I PRIVATE ALLEY 20' ALLEY _ _ CONCRETE _ _ _ PRIVATE ALLEY _ 20' ALLEY_ _ _ h
- - - - - - - - - EASEMENT DRIVEWAY EASEMENT DRIVEWAY EASEMENT DRIVEWAY EASEMENT i~ 20 ~ ~C ~ Ei
5' R R nRiuFP,~^v nRIUR~.~nv nRn~~.a°w 5' R R - - - 5' REAR nR~uFta',RV r nRIUFP.~nv - - - - I 5' R - - - - - - U
I - I F-- ~ - - - - r----~ - I - - - - r t m m ro I m ~ r r ~ 8 .1~. I I 'Y I ~Y I 6.5 I 'Y I I Z_ I I Z ~d p z
I ~ I ~ & ? 4. I , "s ~ ~ I a ~ DRIVEWAY
I I . I 8.5 ; „ I , 8.5 , B 5 8.5 8.5 . I a 8.5 B.5 , 8.5 B.5 - I 8.5 8.5 , ~ I I ® I I F'w° I s I f~'~` : I ; I ~ I 8 I I I {TYP} I I ~ I 2 CAR I a m a _ Aa _
I ~ I ~ ~ ~ I ~ I 1 CAR 1,,,.~ R 1 CAR I ~ I ~ 6'x6' SDLID WASTE ~ vl r GARAGE JI I I I TYP I I I I I ~ (SIDEWALK I m I I I ( ) I ni a
~ a I I I ~ w. I GARAGE( GARAGE I GARAGE ~ I (CONNECTION I CONTAINER STORAGE ' ~ ~ ml m I ~ I rv I~ I ~ ~ I I ~ I ~ ~ I ~ I~ I ~ ~
. . a ~I ~I vFil ~ 01 wl ? m;
3 N a 'A ~
m i & m m 'm ~I d a a a
" a . . . I I I . . I i ? & i ? " I i ? I I . ; . . , . I ~ I a.. ~ ; I
o 2D°- 'MIN s
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r a ` \ w ~ ~ \ , r v ? I
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5 FRONT I 5' FRONT I 5' FRONT 0' FRONT I t. & .SIDEWALK.......... . J ~ a - ,
I I II I
_ PUBLIC STREET _ _ _ _ _ PUBLIC STREET _ _ _ _ _ PUBLIC STREET _ _ _ _ _ _ _ _ _ PUBLIC STREET _ _ _ _
MIN. LOT SIZE: NA MIN. LOT SIZE: NA MIN. LOT SIZE: NA MIN. LOT SIZE: NA . a a
SETBACKS: SETBACKS: SETBACKS: SETBACKS: FRONT {FROM PUBLIC STREET}: 5' MIN. FRONT {FROM PUBLIC STREET}; 5' MIN. FRONT (FROM PUBLIC STREET}: 5' MIN. FROM {FROM PUBLIC STREET): 0' MIN.
REAR {FROM LOT LINE): 5' MIN. REAR {FROM LOT LINE): 5' MIN. REAR (FROM LOT LINE}: 5' MIN. REAR {FROM LOT LINE) 5° MIN. REAR (FROM ALLEY}: 3° MIN. REAR (FROM ALLEY}; 3' MIN. REAR (FROM ALLEY): 3' MIN. REAR (FROM ALLEY): 3' MIN.
SIDE: 0' MIN. {6' BETWEEN BUILDINGS) SIDE: 0' MIN. (6' BETWEEN BUILDINGS} SIDE: O' MIN. (6' BETWEEN BUILDINGS} SIDE: {GROUP HOUSING SEPARATION
CORNER; 3' MIN. CORNER: 3' MIN. ! CORNER: 3° MIN. 20'-30' BETWEEN BUILDINGS} CORNER (FROM PUBLIC STREET): 10' MIN.
OPTION L• 2 CAR GARAGE AND 1 PARKING PAD OPTION 2: 1 CAR GARAGE AND 2 SPACE PARKING PAD OP11ON 3: NO GARAGE AND 3 SPACE PARKING PAD CORNER (FROM PRIVATE STREET): 5° MIN. i , ti,
O - D TAC O -®TAC O O- C TON 0 - C D
' 'IC~'~ LIT r _ "1. , G :ION i ; r~° ~ ',0'~ D :L ~ O.". ~ T~.'' A :.I 0 ~Y I~ L~ _~T L ' a
N.T.S. N.T.S. N.T.S. N.T.S. . , I
~ ~
1. THE DETACHED TO HOMES WILL NAVE 3 PARKING SPACES PER UNIT.
2. THE ATTACHED TO HOMES WILL BE PARKED TO MEET CITY PARKING
REQUIREMENTS AS LISTED I THE SITE DATA TABLE O THE COVER SHEET
AND SHEET G-3.
UTILITY INSTA TIOS AND OTHER PUBLIC
FACILITIES, INCLUDING SIDW SAND HANDICAP
MPS ARE TO CONSTRUCTED ON ALL STREETS
A5 SPECIFIED Y CITY CODE. THESE FACILITIES V BEEN AFRO D Y THE CITY OF RALEIGH '
D S L B SO INSTAL DUN SS A CHANGE ~
IS AUTHORIZED Y WRITTEN APPOV .PUBLIC
SANITARY SEWER EASEMENTS ARE TO RECORDED J PRIOR TO FINAL ACCEPTANCE.
TRANSPORTATION SERVICES
~xoaECT No. LEN-1
PUBLIC UTILITIES r'tt 1
CONSERVATION ENGINEER nE
PLANNING '~~~'i~ BY` Sf~
scazE: 1 "'=50'
ilx 07-26-1
ALL CONSTRUCTION SHALL CONFORM WITH THE Sx No.
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS.
4c S
F--l- `L 1 T - N-T RELEASED EC- ~T_~J'"][1 I

.PROJECT SITE-.DATA a
EXISTING
~I~I IftI~ OWNER f CONTRACT POST WADE TRACT R1 LLC LENNAR CAROLINAS INC
~ {60 PUBLIC PURCHASER 4401 NORTHSIDE PARKWAY, SUITE 800 1201 EDWARDS MILL ROAD, SUITE 301 I °''I
EXIS LEGE a LEGEND ATLANTA, GA 30327 RALEIGH, NC 27607 ~ PARCEL PIN 0774892683, 0774880642 ~
A ~A , L USEABLE RECREATION SPACE. AREAS MAY r I
I 65 PUBLIC t INCLUDE POOL, TOT LOTS, SWINGS, BENCHES, zaNING (CUO} o&I-2, PDD OVERLAY U - GRILL AREAS, ETC. RIVER BASIN NEUSE WH c~
{ l } r a ~XI I S EXISTING USE VACANT E" ~
o V R ~ . { A 10 ATTACHED TOWNHOME UNIT Z ~ ~ r, SITE AREA 40.93 AC.
L " . CDT 1DO [ 1d0 DETACHED TOWNHOME UNIT BUILDING HEIGHT MAXIMUM 70' I y..~ ^ ~ z
rr yy " " " I~ ~ - ' • UL 0 0 OPEN SPACE LOT/AMENITY AREA PROPOSED (TYPICAL HEIGHT 25-40 FT. MEASURED FROM GROUND LEVEL) U ~
" " R " /W r , . 1 BUILDING SEE TYPICAL LOT DETAILS C-2
POST WAD TRA T M-2 LLC r / ~ ~ . SETBACKS ~ q u
PIN 774.08 78-5485 1 r / `~.QB 12723 P 2669 , \ e h, OPEN SPACE/AMENITY AREA PARKING REQUIRED 4 BEDROOM: 3 SPACES/UNIT a {RESIDENTIAL) 3 BEDROOM: 2.5 SPACESfUNIT ~ a ~ ~
/ m, mm m , 2 BEDROOM: 2SPACES/UNIT ~ ~ ~
m ~~n.~~~ " e WADE MASTER ASSOCIATION INC. ROADWAY SECTION NOTES: 1 BEDROOM: 1.5 SPACESfUNIT ~ O cn ~
/ N ® I „ . PIN 775809115 1. PAVEME - ~ POST WADE TRACT M-2, LLC 1$ ; DB 12902 PG 2269 TYPE N 1. PAVEMENT SECTION FOR PUBLIC AND PRIVATE STREETS SHALL BE 8" ABC, 2" ~ p~ ~ ,o~ TYPE N BINDER, AND 1" I-1 SURFACE COURSE. PROVIDED ATTACHED TOWNHOMES: W F' b
~ PIN X0774.08-78-6357 ~ _ ~ X28 2 BEDROOM UNITS: 1 GARAGE SPACE AND ~ ~
/ DB 12723 PG 2669 L" ~ ~ ~ 1 2. PAVEME 2. PAVEMENT SECTION FOR ALL SHALL BE 6" ABC, 2' TYPE H BINDER, AND 1" I-1 SURFACE COURSE. 1 DRIVEWAY SPACE ~ ~ ¦
1 ~ L ®2®gF PROPOSED 20' " , _ _ _ _ 3. STONE 3 BEDROOM UNITS: 1 GARAGE SPACES AND ° 3. STONE SHALL EXTEND UNDER ALL CURB AND GUTTER. C4 W ~
ACCESS EMENT 98 2 DRIVEWAY SPACE ¦
~ ~ " 1 z2 _ ~ \ - _ _ 99 ,48829: SF STRIP E 4. EET LIGHTS LIGHTS WILL BE LOCATED IN THE BUMP OUTS OR IN THE UTILITY DETACHED TOWNHOMES: U1 ~ STRIP BETWEEN BACK OF CURB AND SIDEWALK WITHIN THE RIGHT-OF-WAY. r- 3 BEDROOM UNITS: 3 SPACES W d
KENN HICKS - m 23 _ _ _ _ ® 5. TELEPH 5. TELEPHONE, CABLE, ELECTRIC, ETC. WILL BE LOCATED WITHIN A 5 FOOT UTILTY °
PIN X0774.08-78-7351 ` _ _ - EE " " BK 1366 PG 0-E 96 1p " EENT OUTSIDE THE PUBLIC RIGHT-OF-WAY OR PUBLIC ACCESS EMENT. ~ 4 BEDROOM UNITS: 3 SPACES
" ~ w .V' A , I
" " ' NEUSE RIPARIAN BUFFER ~ , s5 SEE TYPICAL LOT DETAILS SHEET C-2 'Vry,',
; " (MEAS 0.0' FROM TOP _ 25 'p' _ D I I I OF BANK, BOTH ~ ~ - _ _ o ®I o n 1 1 94 ®4 p 11 11 PARKING STREET # SPACES '®iytlll, ~t ,Ay~+,
y °~r r 1 " " " (ON STREET} STREET A 60 SPACES f ~
93 I ~ I WADE MASTER ASSOCIATION INC. ~ • ~ ~ I ? ~ " STREET B 36 SPACES ~~~dQ`q~Gr~;rC ~f r
f ,I ' - - - I as as I PIN X0774789553 ; ,~rj m ~ 27 ~ I PRIVATE STREET E I--- DB 12902 PG 2269 ~ ~ ~ ~ ~ ' _ 92 W I ~ STREET C 15 SPACES ~
OPEN SPACE - _ _ W ~ r 28 _ - - _ _ n x-~„ STREET D 16 SPACES ~
3 ~ NIF _ 91 I I I I I 24?a29.~:C J.. STREET E 10 SPACES ~ Jpw.~.~ WADE PARK 0 SPACES
WILLIAM 8c CAROL BARKER 3 2 z 2 2 Y ~ 4 ~ y~f ~ i~~~~"~~~~~~~ TOTAL 137 SPACES ~ e ~
PIN 774.08-78-9311 ~ 29 ~ , 13 2 I 2 24 1 ® M1 33998 SF ~ " _ DB 9830 PG 493 - - PR7'" * ~ Rl ' - _ _ I I " s " " - F~. ® fi V
a, " " , " " rcmm " - " w _ _ nth , t r x ~ ~ -1 ~ 1 ~ „w"" r~lrllll~~~~l~~~~
.w _ , ? H " _ I I I I I {POOL}G REQUIRED 1 SPACE/100 SF OF POOL AREA
RETAINING---~, _ " 3500 SF/100 SF = 35 SPACES PROVIDED 35 SPACES
~ WALL 5 ' w ~ ~ gym. Bs - - 4 I a 4 1 -I " ~ 2 " " y _ _ " " ,
" " , " K _ ® " " - / ` Irv dl 32 gg / " " , , ~ U~ ® EXISTING OPEN ACCESSIBLE REQUIRED 2
/ `tea " as » es w _ SPACE LOT ~ PARKING PROVIDED 2 (VAN ACCESSIBLE} (POOL}
" " ' 33 B7 STET STREET 13 r " " . rr " ~ r " ~ _ , ~ _ "w _ " IMPERVIOUS EXISTING 0 AC.
BIDEA SELIGSON HEIRS ~ ~ I " " ~ " PROPERTY SURFACE PROPOSED 21.86 AC. (LOTS 4 & 5)
PIN 774A8-88-2230 ~ ' ° 34 Bs ` ~ 1B1 1BB - 8 I g I I 5 I I 15 4 BK 12656 PG 2209 & 2212 - - _ 16 I 5 I I I 5 LINE PHASE 1 PHASE 2 TOTAL
~ 5 5 " 5 54 , UNIT SUMMARY TOWNHOME -ATTACHED 90 UNITS {54.5%} 79 UNITS {56.2x} 169 UNITS (55.07.)
i.` ~ 85 189 284 263 C, ,."61 ~..J - - - 260 ~ m 18D t " / 259 _ ? TOWNHOME -DETACHED 92 UNITS {45.5x1 46 UNITS (43.8%} 138 UNITS (44.0%}
EXISTING _ ......,x'~ 190 179 TOTAL 182 UNITS 125 UNITS 307 UNITS DENSITY 307 UNITS / 40.93 AC = 7.5 UNITS f ACRE ~
ai, - ~I~ ® TREE REQUIRED 16.76 AC. MASTER PLAN (PLAT BOOK 2007 PG.2873)
g / , 256 ' ~ e ~ lil 1 178 191 {65 PUBLIC B3 _ ® CONSERVATION PROVIDED 17.99 AC. (10.72%} SEE SHEET C-1 ~
:12493 SF ~ " ~ " QI ! ~ OPEN SPACE MASTER PLAN TRACT R-1 }
~ " ® 6 ® 192 " , CITY OF RALEIGH SANITARY ~ , T 177 ~ 3t 1 u. ,2649 5F REQUIRED 50.56 AC. (30%) 4.09 AC. {10%}
Bz g r SEWER EASEMENT AS PER - EXISTING 3s ~ , ® ! 3 ~ \ ~ PROVIDED 51.35 AC. (30.5%} 9.94 AC. (24.29%)
°FORTY-WADES ER ~ ~ 6 ' 193 ' MP J,,.-' g 9 II I I I I 17s 81 I EXTENSIONS r•,® I I " m" ~ LOTS 13
~ f 194 PROPOSED BMP = 1.81 AC. (18.21% OF OPEN SPACE} ~ O
~ ~ ~ 175 =rr 189 80 ~ 172 173 j ~`^.m i E ±N43 ~F.( P 170 I 171 II _ r- ~ TREE COSERUATIO AREAS N ~
,'qc: I I I IA ` ;i r ~ 79 ® ` ! 174 195 " ~
~ ~ ;PRIMARY TREE CONSERVATION AREA rc. w ~
f®5128 SF , ° ' - 2„ , " 20' WIDE NEUSE RIPARIAN BUFFER ZONE 2
`v TRINITY WOODS LLC , , " I STREET A ..m~.. , . ~ , r. „ PIN 774.08-88-4073 " ~ r " AND AREAS HAVING 45% OR GREATER SLOPES ~ a ~~wl U ~ O
DB 8648 PG 2127 ° „ ' ® 44 8 : _ 77 7 r ? t t R AININ ' .,,,,,,,.r,,,,,,.,.
57 SF t 67 g PRIMARY TREE CONSERVATION
" ' , - , 76 Wt~LL 61 I I I I I o ~ I L®•" ~ l " s r ' 75 I I I I I - - - - - 227 \ i 45 86 z47 AREA-75' WIDE NATURAL U
_ ~ ~ \ ~ 1 ? 72 71 7D 89 88 85 237 238 !35 234 233 232 231 2;1 " \ ® 46 r ! d Q 9 PROTECTIVE YARD (MP-2-2005} ~ U~~ ~ x
r ~ ~ I I I I I I, f
S ® 47 r I I I I I a ® 4.' r 64 19 " \ f ALTERNATE COMPLIANCE SECONDARY TREE o ~ A ~
r 1__ " m" " \ \ . ~ " " . ~ " m " m ~ m " m ~ " ~ " " " , - I CONSERVATION AREA - 65' PERIMETER YARD Z
m "m , \ " 4s , " " r " " \ " 218
m d I " " ":m. 417 ~ aWW
~m ~ ~ ,1 52 ' I I :::t I I I 62 D 3 a 21 ~
r, l t t 54 55 58 g7 58 59 6D 81 D I " " m ~ ~ t 11: _ _ ' 1 _ _ I 204 205 2D8 2D7 20n 209 :210 211 212 y o~
" ~ t,,,. m 15'x20 Tf~ANSrn 'SF I I I , ~ , . " " ~n. : MENT~. ~ ~ : ~ .::3112 'D ~ ~ ~
" . " " ~ 246629 SF 1 t
m rc. " " EXISTING
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EASEMENT • (EASEMENT 6' SIDEWALK ISLAND 11' LANE 11' LANE ISLAND 6' SIDEWALK EASEMENT) 1 6 SIDEWALK 5.5` 8' PARKING 12' LANE 12' LANE 8' PARKING 5.5• 6' SIDEWALK I` OR PROPO SED OR PROPO SED I .5 0.5 I O' P LIC ACCESS EASEMENT, I6' - °I ~ s' os' ' ( O Y Y)
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(MEDIAN DIVIDED, O AY WITH N O SIDES) OF BUMPOUTS N.T.S. 51' PUBLIC ACCESS EASEMENT, 27' - STREET 1 inch = 100 ft. (N" t"' -G, S "E„AT'' O ONE c"17)
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C~.. I, ~ TREE CONSERVATION AREAS " . " " " " ~ ~ "

90 218 PRIMARY TREE CONSERVATION AREA
20' WIDE ELISE RIPARIAN BUFFER
89 / _ Q . 223 ° C ZONE 2 AND AREAS HAVING 45% OR
218 . 1 + GREATER SLOPES
WADE MASTER ASSOCIATION INC. ~ 'r : ' , PRIMARY TREE CONSERVATION
PIN 775809115 ~ ~ ~ " 224 I , AREA-75" WIDE NATURAL
DB 12902 PG 2269 217 2f • ' PROTECTIVE YARD (MP-2-2005)
225
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216 • • ~ • • • ~ • • • ALTERNATE COMPLIANCE SECONDARY
/ 226 . . / J TREE CONSERVATION AREA - 65'

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~ 231 ® f ? • ~ % A ~
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{ PROPOSED 20° CITY ' OF EIGH STORM i ~ '
DRAINAGE EASEMENT
~ 232 209 ' ~ 260 _ 45 4
WADE MASTER ASSOCIATI J C I
® 7 PIN X0775809115 ~ I
~ , , 233 ~ DB 12902 PG 2289 ~ ~ ~ ~ ~ ~ ~ ~ ~ SEE SHEEP C-3 FOR TYPICAL
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262 w....._ _ . m .m m~:..~ ~ ~ m, ° PROPOSED 30' CfIY 234 ' ~ m~~a _ ~ ~ ~ LEGEND
4 OF RALEIGH SANITARY 311 USEABLE RECREATION SPACE. AREAS MAY ~ to
w, ...3.08•'•'•'•`•'•'•'•` • • • i ~ INCLUDE POOL, TOT LOTS, SWINGS, BENCHES,
4 206 263 69 , 235 ; " ~ GRILL AREAS, ETC" , ~ . ~ ~ r
• ~ • ~ I ATTACHED TOWNHOME UNIT ~ ~
241 ~ ~:30 EXISTING `1 too DETACHED TOWNHOME UNIT ~
68 I 205 F_ 264 • • ~ • PROTECi1VE BUFFER °A° DB 11997 PG 2302 !
~ as " s' , I~ 236 4 1 DB 10958 PG 525 f OPEN SPACE LOT/AMENITY AREA I " I ~
/ ~ s , . w_ ° i I
. .....".'ACCESSIBLE'.".°.. :i.., : F , " • m _ _ OPEN SPA MENITY AREA CE A ~ ~
. ~ ? I I I 66 265 204 . .BAP..TYP. a a ~ -15'x254' SIGHT t } ~ ~ 3g FEM ~ ~ , . ~
. TRIANGLE TYP. ~ ia" 1 237 "m.r
" m I,~, i w ~ 24" ROLL CURB ~ , RETAINING ~ ~ „ w
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_ 111.58' - Om 115.50' _ 1 NI _ 3®°R: _ ® 3D, ® Q ~ ~ _ _ y SANIT SEWER EMENT a ~ B 2007 PG 552 K
N96'00'00"W N N mN90°DO'00"W z ~ ,«Irr "C". RET 1
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r a 51.0° 3D' - - ~ LIC I ACC ENT R W 188 189 190 191 192 193 194 195 FLOG t 1
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` I I I I I I L ..~....~...l. °l ~ ~ ~ 33?;!& 5F ~ 1920 SF 1760 S 1760 S 1760 S 1760 S 2560 SF ® B 1 51.D° L ~ 1 w R W I I I I I I . 3~. ' FACILITIES, INCLUDING SIDWA S D HANDICAP
. ti ~ 4 ° 29.D' 196 19 198 199 00 201 0 ACCESSIBLE ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~
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g "STOP 61GN" I I I I I P B-B L'.' ~ . jf 1~ 6 WIDE CONCRETE 24° 9TOP BAR I I I I . 1 ~ ACCESSIBLE L j EXISTING ~ 5`~ • HAVE BEEN APPROVED Y THE CITY OF RALEIGH
24" STOP BAR SIDEWAL (TYP.} RAMP (TYP.} I I I 15°x250° S11GHT I I w~" rv-~ ~ I „~..I~ TRIANGLE TYP.) A ~E ]PA ][,V` ~ ~ ~ ~ ~ AND SH BE SO INST ED UN SS A CH GE ~ IS AUTHORIZED BY VPRITTEN APPROVAL. PUBLIC
1 ~ / 3 PUBLIC R~W) : ~ ~ ~ ~ SANITARY SEYPER EASEMENTS ARE TO BE RECORDED
I r 0'R a", m I ..ACC . w 5'R SPAC S 22.0' S'R mm .m " " ,~N ~ ~ m N , 4 PRIOR T4 FINAL ACCEPTANCE. ~xoaECT rro. LEN-1 " " " ,
...1 ! ° I 30'R I ' j TRANSPORTATION SERVICES r'II
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. 1I ® r TRIANGLE TYP. w ° ° r ) 10°R MONOLITHIC r 6 I ~ , SCALE: 1n®50i „
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1 I I I I I I I . ~ ~ .
LEGEND ~ ~ ~ 320 ~ IIz I ~ MUTCD I TD. I I I I 18'° MI DIAN CURBI I I I I I I I C, N
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N ~ ' °z II z ~ (s~ y~y MUTCD TD. H
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~ .'.'.320.'.' I o 15°x250° SIGHT I I I SIDEWALK {TYP.) I I ~,y I 1 I I I I... .,.1 I I I I I I I I I I 2685 SF 1870 SF 1870 SF 3315 SF 3315 SF 1870 SF 20F ' ' ° ' ' ° ' " ~ STANDARD CURB I'" m w E R1Lw' ~ ~5~4 ? p' 1 AND GUTTER {TYP.) ~ x
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~ ~ I I I I I I I I ~ 1 I I I I"'.°.'.....'.1 ff ff I I ~ i ¦ ~ i
f I SE L 30'R ' I 30'R TE ~ Ali r.
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1 148 4113 SF - - - - - ~ I "STOP SIGN°° I I 1 I - - - - - t 1
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PIN 775809115 a m I I I I _ 3987 SF l w f 108 , 1 5°R l U f w DB 12902 PG 2269 g I 128 14 I I 2178 SF I _ _ I a ~ ~ 1~ 56 ! ~ ~
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` .°.j I I I ACC SIBLE 30 R AT w \ ®2399 SF ,y ~....~.......~....~r'...~. I I RAMP TYP. I ~ I U - - - - - 165 \ / ° °
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2179 SF o ~ 134 135 z I I 136 161 I ~ ~ I I I h 13 I R 16 30 R I ' o ,n 2577 SF 1760 SF 1760 SF 138 o a + I X r 1=, _ / ~ 51 100 YEAR ' ` ® / 4156 SF . ~ FLOODPLAIN ~ " ~
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LEGEND
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I . w SANIT Y SEWER EASE NTS ARE TO RECORDED PRIOR TO FINAL ACCEPTANCE. ~
I EXISTING ~ ~ ~
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ar.. AT PHASE LINE ASSEMBLY IN FIRE HYDRANT ~ I m
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l I I I I I I I ! 1 _ I I I I I I ;r d I MB 2007 PG 1884 N
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~ ti SEWER FLOW DIRECTION ~ T / , x c I I "x8" TEE I I I I 4
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_ ~ ITARY SEWER &m c ~ ' ~ ' " MB 2007 PG 552
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OPEN SPACE LL 4d,a / PRIOR TO FINAL ACCT C ~xoaECT No. LEN-1
so ITV OF RALEIG " ~ . " LEGEND n~ ~ TTY OF RALEIGH SANIT /c` / rtt "
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z z 36° RC N ~ I 9 AS SPECIFIED Y CI CODE, THESE FACILITIES
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IS AUTHORIZED Y WRITTEN PROVAL, PUBLIC
~I SANITARY SEWER EASEMENTS ARE TO BE RECORDED
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® o TRANSPORTATION SERVICES
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10+00 11+00 12+00 13+00 14+00 15+00 1+00 17+00 18+00 19+00 20+00 21+00 PLANNING

m' ~ - - - !r{Ililfi^,rv PROJECT N0. g ~VLv . /CONTrACT F JRC~ Bi mm , LEN-10000 SHEET N0.
• ; C "prc FILENAME:
5 LEN10000-P1 - °'J r®J` ®'®r
;s DESIGNED BY:
4 RCA LNNA CAROLINAS, INC. A P _ r DRAWN BY:
! INC. SRW EDWARDS A ILL ROAD, SUITE 301 STA. 10+00 THRU . 1 +00 TS
`NGINEERS ¦ PLANNERS ¦ SURVEYORS ENVIRONMENTkI HDRIZ. SCALE: 19 , 2 RALEIGH, NORTH CAROLINA 27607 1 = 40 S/FINE: -.uINC
RESEARCH TRIANGLE PARK ¦ CHARLOTTE r . 1 PRINT DATE:
1 2905 Meridian Parkway, Durham NC 27713 VERT. SCALE: 131 = 4+ RI :%Z
600-733-5U l) ¦ oI r icad as.cc I • License No.: C-0293 ®'t, DATE: REVISIONS DATE 07-26-10
. . . . . . . . . . . . . . . . . . . . . . . . ,

CB 217 CB 217
STA. 23+35.0,. STA. 23+35.06
TjC=389.25 ' \ INV. IN=384.7 TjC=389.25 INV. IN=384.70 DI 222)
INV. IN=383.6 INV. OUT=383 INV. IN=383.65 CB 218} INV. OUT=383.15
CB 218 r CB 218 STA. 22+79.86
® STA. 22+79.8 'f 'f TjC=388.65 INV. IN=384.6 TjC=388.65 INV. IN=384.60 (CB 220}
INV. IN=384.6 INV. IN=384.60 CB 219)
~ I® m• INV. OUT=384 16 ~ ~f , , _ a INV. OUT=384.35 CB 219
~ ~ ~ ~ x ~ CB 219 STA. 22+74.8 ! 1t J TJC=388.65 STA. 22+74.86 TJC=388.65
/ ' i I i ~ INV. OUT=384 INV. OUT=384.65
168 ' I i 193 CB 220 I ao < 169 I STA. 22+75.8 CB 220 STA. 22+75.86
~ ~ ~ ~ 170 176 ~ ~ ~ TjC=388.65 d 171 ? v ~ INV. IN=385.0 TjC=388.65 INV. IN=385.00 {CB 221)
t 172 - ? J INV. OUT=384 t I I i 173 ® o INV. OUT=384.90
! CB 221 ~ I i a ° I STA. 22+70.8 CB 221 STA. 22+70.86
175 N TJC=388.65 t N 194 INV. IN=385.1 TJC=388.65 INV. IN=385.15 {CB 221A)
7 •xx ~ ~ INV. OUT=385 1 i i^ r ~^a a ~ INV. OUT=385.05
t i 111 LF 15" GP i ;P - - - - - - - - - - - - STA.225+84.1 ' I . CB 216 STA 25+84.11
~ 2.57% I ~ 43 LF 30 RCP i . ^ "i TjC=390.35 7 N - - - - - - - - - - - 1.63X INV. IN=380.6 TjC=390.35 INV. IN=380.65 {CB 217}
d FIRE HYD T C~" ( ~ f~ f~ ~ -"®11 INV. IN=386.1 ASSEMBLY TYP. i + ~ ~T w; , , , ' ~ INV. OUT=380 INV. IN=386.10 CB 226) INV. OUT=380.15
( } N I ' - GB 227 CB 226 ' I ~ i 1 I ~ ( 1 ~ ,'C JB 215 JB 215
° 174 l STA. 26+47 2 d I n 5 LF 15 RCP + 47 LF 5° RCP RIM=389.74 STA. 26+47.21 RIM=389.74
® 1 00% ~ 77 LF 15° RCP 195 G? INV. IN=383.8 DI 222 "o FIRE HYDRANT ®3.77X i DI 228 ~ 1.4. ~ 4 LF 15" RCP 2t ~ ASSEMBLY (TYP.) SSMH 309 , INV. IN=379.7 INV. IN=383.80 (CB 236} INV. IN=379.70 CB 215A)
INV. IN=379.7 as a STA. 26+35.21 "B CB 220 F i , INV. OUT=379 CB 221A 45 LF 18 RCP CB 215A ~ INV. IN=379.70 CB 216} INV. OUT=379.20
® CB 229 CB 229
~p° oo r i~/ STA. 27+25.7 ' - ~ ~ ~ ~ " 8" SS (PUBIC} INV. IN$ 385.3 STA 27+25.73 TjC=389.01
v ° ; ~ -I -r ' - -j + INV. OUT=385 ° 8 W/L PUBLIC INV. IN=385.30 {CB 229A) INV. OUT=385.30
' 8 W L PUBLIC ~ 8" W L PUBLICa CB 236 CB 2 ~ CB 236
CB 210 s - ~ STA. 27+25.7 E, rti:i`~i I TjC=388.89 STA. 27+25.73 TjC=388.89
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i 5 LF 15" RCP 55 LF 18" RCP SS H 05 ~ SSMH 310 , I i • f I I 1.00% I 1.27iX ST . 2 70.19 ~ (3) 8° OV&B STA. 24+81.21 (4) 8° OVB o ( N"' I CB 236 1 67 TjC=391_51 TjC=391.51 INV. OUT=388.00
c o N ~ c; INV. OUT-388 I I - JB 215 7. LF 15 RCP I I I ~ W 67 ® 64 LF 30" RCP n ' ~ I.39% CB 215A 74 ~ = = 196 ~ CB 215A
t n 0.70 STA. 26+40.2 73 N a TjC=389.77 STA. 26+40.21 TjC=389.77
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I I I I I ASSEMBLY (TYP.) CB 236A CB 236A
66 ~ !~'I, ~ STA. 27+30.7 t I ~ ~ i 19 ~ ,L TjC=388.89 STA 27+30.73 TjC=388.89
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CB 229A lr
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40 0 20 40 80
1 inch = 40 ft.

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.
410 410 410
L OIN E 38.5
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CONSERVATION ENGINEER
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 PLANNING

~'„7 1lt~ntsa;n~ ~^"ROJECT N0. g ~VEL~ . ER/CONTACT F JRC~ .1S:,R: mm ~ LEN 10000 SHEET N0.
s ~ Cda`f ~,r~ e'rr ~NILENAME:
5 , „ . ° ~ LEN10000-P1 - °'J r®J` ®'®r
G Z • Q~ DESIGNED BY:
4 RCA LNNA CAROLINAS, INC. A COMPANY, INC.
JRAWN BY: 1EDWARDS A ILL ROAD, SUITE 301 7 SR S=ET STA. 2 1 +00 THRU STA. 28+50 T
NGINEERS PLANNERS E ¦ SURVEYORS ¦ V AZ H®RIZ. SCALE: RALEIGH, NOT CAROLINA 27607 2 119 = 409 S/FINE: -.uINC
RESEARCH TRIANGLE PARK ¦ CHARLOTTE A-®• m„ ^ s ®o VERT. SCALE: 'r + . PRINT DATE:
1 2905 Meridian Parkway, Durham NC 27713 1 = 4 ¦ ¦ License No.: C-0293 R 4 P+`® DATE: GH, NORM R1 :%Z
REVISIONS DATE 600 733 56. JoIicad ns.ca t ++n,,,+5++ 07-26-10
. . . . . . . . . . . . . . . . . . . . . . . . ,

ff ff ff ff GB 59
ff ff , ~ 1 - : STA. 10+57.62 T/C=408.74
INV. IN=394.25 (GB 62)
INV. IN=403.70 GB 60 INV. OUT=394.15
. CB 60 STA. 10+57.62
. ~ a T/C=408.85 INV. IN=404.15 (OI 61)
a 13 ~ INV. OUT=404.05 8. TEE DI 61
-FlRE HYDRA - - 139 140 141 14 14 144 145 146 14 148 c', ~ I x ~ 89 I I I I I I I " I ~ I CB 234
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- - - ' FlRE HYDRA 3 a 40 LF 30" RGP i` 89 LF 18" RCP ~ 2.OOX 194 LF 15 RCP SSMH 312 62 LF 15" RGP 100% ASS MBLY ( P.} .'oo. 6P 1.0196 STA. 17+06.54 ~ ~ro l ASSEh.°~: Y (TYf INV. OUT=405.80
~ 2.66X ( 0.90X . , CB 62 STA. 13+23.78 a ® ~ ~ IN/VC IN~ 396.00 (CB 63)
N DI 61 ~ " 88 w CB ; ~ ` z x rc INV. OUT=395.90
CB 63 JB 64 a° c^ /r~i ioi ins . GB T . GB 63
a o „~,uu STA. 13+23.78 I' T/C=407.31
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® SSMH 10 ~'CB 74 87 STA. 1 +64A4 CB 62 „ , ~ JB 64
26 LF 15" RGP ~ J~" 0.91 % STA. 13+78.41 , ~ RIM=405.75
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'3 8" GV&B ~ 267 LF 30" RCP SSMH 213 ~ 6"x8" TEE SSMH 311 ~ ~ ff ff } ff ff 0.62 STA. 3+85.54 3 8" GV&B STA. 15+25.54 m ~ , ~ 2. U' 'vU0 INV. OUT=396.85 rUSEM~LY GB 69 ~ LJB 232 STA. 14+72.62
v 56 LF 30" RC ~ } o R - 8"x8" TEE Ci ' g6 ^ J 0,9 % I ' I I I I I I I I I 181 ° (3} 8" GVB 1' ~ r?j' JB 2:
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m " " FIRE HYDRANT 188 a ~ 1 ASSEMBLY TYP. INV. IN=399.05 (DI 71 INV. IN=399.30 (GB 7
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h y ~ 189 L. __v~ -11 ( GB 73 STA. 16+67.04
T/C=405.13 INV. IN=401.15 (GB 74)
v, - INV. OUT=401.05
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' 164 ® 178 191 / ` CB 69A STA. 14+67.62
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10 .0' VC 100. ' V °r IGH POI T TA 1 4 JI T TA 1 +7 .9 L PIN ST = 18 76. 7
VI A 1 +2 .4 r a N - I L = 40 .3 A 1 +2 .9 PV ST = 18 7C 03 I L = 40 .36 -
. 'r o r ® ~ IGH POI T TA 1 .1 K 29 04 K 29 04 K = 18. 6
a ~ cv a ~
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~ '7~ ' ,tit~ni~apn~ PROJECT N0. g .,~V._LC...RiCONTR, CT PURCHASER: mm ~ LEN 10000 SHEET N0.
® s ~ ~A`,°l~~ iy°r. ~r'ILENAME:
DESIGNED BY: "
4 RCA LNNA CAROLINAS INC. COMPANY, INC.
f JRHWN BY: SR EDWARDS A ILL ROAD, SUITE 301 7G,4 "B", PTREEr s STA. 10+00 THRU STA. 19+50 7::,7 T S/177: r _i ® _l NORM
N LE ¦ SURVEYORS ¦ ENVIRONMENTAL BDRIZ. SCALE: RALEIGH, NOT CAROLINA 27607 2 111 402
RESEARCH TRIANGLE PARK ¦ CHARLOTTE A- o® VERT. SCALE: n s 1 rr T^ - ..INT DATE:
1 2905 Meridian Parkway, Durham NC 27713 1 = 4 °r RALEIGH,
:00-733-5646 ¦ , o is r .co ¦ Lice se No,: C-0293 R 4',1,`? DATE: REVISIONS DATE 07-26-10
. . . . . . . . . . . . . ~ . . . . . . . . . . ,

i t II
t CB 210
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INV. OUT=374.10 CB 209
STA 11+10.09 TjC=377.61
Q INV. IN=373.80 {CB 211}
61 INV. IN=373.80 CB 210) INV. OUT=373.55
201 - B 212 ' ~4 ~ JB 208 STA. 11 +42.44
- RIM=378.50 INV. IN=371.70 CB 213}
I P C~ 211 0 INV. IN=372.75 ~CB 209A} INV. OUT=370.45
l rw CB 207
mm. r~ ~ m,m ~ , ~'",4n STA 13+37.96 TjC=386.84
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` ~SSEME3LY: (iYP.j ~ ' CB 206 STA. 13+37.96
®1 LF 15° RCPt , rv. mm , X1.04 i . m m, 1 mm TJC=386.76 ,q~ - INV. IN=369.15 {JB 208)
~ ~ 5 6F 18" RCP 1 ~ ~mmm, "c .OOX mm.. u.... ' INV. OUT=316915CB 207)
21.,~1.F 24" RCP .x 1°, ~ CB 205
l , ':,71 m, „ _ „ t STA 14+49.38 1 TjC=390.76
po „ m, „ ~ . m , ~ ~ m~ INV. IN=368.45 {CB 206} INV. OUT=368.35
r., , _:,rv~ „ ~ _ m m ~ ~ 196 LF ~6" RCP _._._w s ~ } CB 204
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o = a AS SPECIFIED BY CI CODE, THESE FACILITIES
r ~ _ w~ r \ HAVE BEEN APPO D Y THE CITY OF RALEIGH ANDS SO INSTALLED UN SS A C GE
t- I ~ ~ ® IS AUTHORIZED Y WRITTEN PROVAL® PUBLIC
~ ~ r ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED \ PRIOR TO FINAL ACCEPTANCE.
> I tq II h
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II z z
\ PUBLIC UTILITIES
360 .Z 60 38 \ 380 \ CONSERVATION ENGINEER
PLANNING
10+00 11+00 12+00 13+00 1+00 15+00 16+00 17+00 18+00 19+00
. . . . . . . . . . . . . . . . . . . . . . . . . ,
FII1~L U~A..I` ~ - Nt,T 1ftELE: gET .~_n C~ __m~ee_.~._- _
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OGLE SURVEYORS ENVIRONMENT.' l 2 ALE, 2 AL I, N T CAROLINA 2760 7 10 ~TRUCTION J:: A.:% lay`,,, NOKM CAROLINA
RESEARCH TRIANGLE PARK CHARLOTTE LE: ° - ' .INT DATE:
1 2905 Meridian Parkway, Durham NC 27713, 1 4 00-733-5646 ¦ i ac ' t co ¦ Isce; se No.: C-0293 DATE: RALEIGH,
REVISIONS 7,77 , '~111I`i 07-26-10

EXISTING
APP A~I~ ~,v
9 (5 PUBLIC
, I I I I i I + ~ I I I I !t I f! f! /
~ 1. yJ
' ? ~ ~ •r~ ° rn 174 I 175 I 176 I 177 I 178 I 179 v
- 7 , ~ S I I I I r + FlRE HYDRANT _ ' CB 70 ° CB 69 r I I I I I I j J
~ ~ I I I I I I I ASSEMBLY ( ~l 61 62 63 64 65 66 67 180 181 ~ o~ J ; I I I I I
~ I I I I I I I ,,;I SSMH 311 J 18 186 185 184 18 18 ' ~
I STA. 16+43.00 I I I I I I ~ i w a a' I I I I I I f
I I I I I I I SSMH 310 ~ J I I 4.3315" RCP I I I
r' STA. 3+04.00 ,`,m _ 3 ~
I I= ® CB 73 I I I (
' 8° SS PUBLIC I 19 I 188 I I t 11' .~..1..j'r I
GB 212 250 LF 24° RCP ^ f 56 LF 15° RCP 1.00% 1 . . r~. ~ `R, CB 74
i y' ~P 0.59% °0 72 LF 15" RCP 194 LF 15° RCP I I SSMH 312 I CB 234 CB 235
. - + 0.97% 0.90% l~r ~ V - - ~ - - - - ~ I I STA. 10+06.00 r - rr Gn~o,1 1
Pd „ . `"tk 8"x8" TEE ®a n ~ ~ I+uu 12+00 27 (3) 8" GV&B - g" W/L (PRNATE) e ~
m , a" W/L (PUBLIC) i m-
_ CB 211 I~ m, CB 47 .
m h 8° /L (PUBS - ~ m r, o CB 228 1 r WsA ~a F" CB 233
U J J m
, a '°".e f ~Y L04 „r~ ' L SSMH 313... ° ` ~ i STA. 11+5&.59 FIRE HY NT l
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INV. OUT=374.85 INV. OUT=401.65
GB 212 STA. 10+78.58 CB 234 STA. 10+45.50
T/C=378.78 INV. OUT=375.28 T/G=405.17 INV. IN=401.90 (CB 235}
CB 228 INV. ®UT=401.90
STA. 13+49.58 T/C=393.34 CB 235
INV. IN=389.10 (CB 227) INV. cur=389.00 T/C=4080546 GRAPHIC SCALE INV. OUT=404.50 40 0 20 40 80
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1 2905 Meridian Parkway, Durham NC 27713 ' p 1 - 4 ¦ ¦ Lic se Na,:C-0293 R' PP+`® DATE: RALEIGH,
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1 2905 Meridian Parkway, Durham NC 27713 Pp 1 4 RALEIGH,
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REVISIONS 00-7335646• ,i ac coi i¦Isce;se Na: C-0293 ®,,+rn+uu,+`• LATE: 07-26-10
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- ~ ~ - ~ ' + 1 ~ g9 FACILITIES, INCLUDING SIDEWALKS AND DICAP
I r ~ RAMPS ARE TO E CONSTRUCTED 4N A STREETS - AS SPECIFIED BY CITY CODE. THESE FACILITIES
HAVE BEEN APPROVED BY THE CITY OF RALEIGH
DI 39 ANDS L SO INSTALLED UNLESS A CHANGE
STA. 12+26.84 pt""; ' * * T/G=413.85 ~ , . . ' ~ r ~ , ~ „ „ 6 ' is + • Y ~ IS AUTHORIZED Y WRITTEN PROVAL. PUBLIC ~ SANITARY SEWER EASEMENTS ARE TO E RECORDED
- INV. IN=406.05 {DI 40} , i INV. OUT=405.50 - ,l DI 40 ,n _ FIO TO FINAL ACCEPTANCE.
DI 40 STA.®12+69.52
STA. 13+02.11 i ' T/G-416.74 INV. IN=406.60 {DI 42} T G=416.74 ~ _ TRANSPORTATION SERVICES
Imo. IN=406.60 DI 42 INV. OUT-406.50 INV.OUT=406.50{ }
DI 42 DI 61 STA. 10+56.76 n GRAPHIC SCAIJ PUBLIC UTILITIES ~ - 40 0 20 40 80
STA. 10+28.68 T/G=417.75 INV. IN=408.10 {CB 44} T/G=410.45 INV. OUT=407.85 u ' - - I ~ CONSERVATION ENGINEER
INV. OUT=405.80 L
F NNI `JG
tt•
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430 430
430 430 430 430
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= 40.3 n ai N
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4 DESIGNED BY: } ' ~ I I I I,
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DRAWN BY: 3 ' 1201 EDWARDS MILL ROAD, SUITE 301 SRw ALLEN i5 ALLE;x"V, n u 1" 10+00'iximO ` oiA. 14+00
~G ENT. RDRIZ. SCALE: ff tt 2 RALEIGH, NOT CAROLINA 27607 A 1„ = 0 ALIZY + TSOMUM DINC c ON -S/FINE ALLEY @1 611, STA. 10+00 THRU STA. 13+00
'r !ate C` RESEARCH TRIANGLE PARK CHARLOTTE VERT. SCALE: ~ 1f u tf tt' STA. 10+00 THRU STA. 13+00 t 1' PRINT DATE:
1 2905 Meridian Parkway, Durham NC 27713 p41®® 1 4 Y , B00-733-56,""¦ ns License No.: C-0293 DATE: ALIZY
REVISIONS r,',T" . I ,aL .co t 07-26-10

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, J r ~ ,n,nn r I ~ I ~ INV. IN8385.60 {DI 223) ~ ~ AS SPECIFIED Y CITY CODE. THESE FACILITIES
INV. GUT=385.35 L L._ HAVE BEEN APO Y THE CITY O IG
®1 D SHALL SO INSTALLED UNLESS A C NG STA 211 +91.58 ~ ~ u a'
DI 223 STA. 12+84.12 TjG=396.76 IS AUTHORIZED Y ITT APPROVAL. PUBLIC INV. IN=393.25 (DI 225) SAIT Y S EASE NTS ARE TO B RECORDED
T/G=396.76 INV. IN=393.25 DI 225 INV. IN=393.25 (DI 224) INV. GUT=392.7G PRIOR TO FINAL ACCEPTANCE.
INV. IN=393.25 DI 224 INV. OUT=392.70
DI 224 STA2215t+00.50 TRANSPORTATION SERVICES T/c=4o1.aG
STA. 11+80.56 T/G=401.41 INV. GUT=398.15
INV. OUT=397.80 1.... ~ 1 GA IC SCALE PUBLIC UTILITIES ~ 40 4 20 40 84
- - - - CONSERVATION ENGINEER
L
P NING
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f® 420 _ 420 420 4za 4zo ° 'L 42a
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125. ' V VI TA 1 +6 .62 \
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~ I - n ~.."'.'~tr?~~ , ~ROJEGT N0. g ~V Lv . ER/CONTRACT PURCT AS R. - d,. LEN-10000 SHEET N0.
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PLANNERS SURVEYORS SRW ,ALLEY ~G ENT.' 7 c RDRIZ. SCALE: 11 911 2 RALEIGH, NORTH CAROLINA 27607 119 = 0 ALIZY DINC ON -S/FINE . 7 ff fff STA. 10+00 THRU STA. 13+00
RESEARCH TRIANGLE PARK ¦ CHARLOTTE ''r, VERT. SCALE: 1+' 4' 11 1011 PRINT DATE: q w w ff 10Ifi STA. 10+00 THRU STA. 13+50 f 1'
1 2905 Meridian Parkway, Durham C 27713 0 - AMEY
REVISIONS r,',T" 800-733-56,eI ¦ jaL as.cc i ¦ License No.: C-0293 '+?tnrrtr+r++° DATE: 07-26-10

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I CB 213 ' HAVE BEEN APO Y THE CITY O IG
GB 115 STA. 12+27.00 STA. 12+27.00 EXISTING FIRE T/C=381.49 boo D SHALL SO INSTALLED UNLESS A C NG
T/C=380.90 HYDRANT ASSEMBLY INV. IN=373.75 (DI 214} INV. IN=376.90 (GB 116} (TYP.) INV. OUT=373.65 3.75 (DI 214} DI 228 DI 231 IS AUTHORIZED Y ITT APPROVAL. PUBLIC 173.65 ~ STA. 13+13.41 STA. 11+48.54 SAIT Y S EASE NTS ARE TO B RECORDED
INV. OUT=376.80 C DI 214 T/G=389.26 T/G=397.99
CB 116 STA. 11+49.00 STA. 11 +74.93 T/G=384.60 # 00 INV. IN=381.55 DI 230 INV. IN=384.05 (JB 232) PRIOR TO FINAL ACCEPTANCE. INV. IN=384.60 ~GB 22) INV. OUT=383.95
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INV. OUT=378.45 INV. OUT=374.95 174.95 STA. 12+25.50 RIM=403.86 T/G=393.91 INV. IN=385.60 GB 244A}
DI 117 JB 215 STA. 11 +42.50 STA. 10+22.72 ?72 INV. IN=383.00 (DI 231) INV. IN=399.97 ~GB 233) GRAPHIC SCALE PUBLIC UTILITIES INV. IN=389.94 DI 243) INV. OUT=385.50
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PROJECT N0. m';V"LC?/CONTRACT PUCT`AS" LEN-10000 SHEET N0.
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BY: I I ti ~r PHH ' r I I I I,
I 4 LENNAR CAROLINAS, INC._ RCA
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JG ENT.+ 7 CAEE: „ W ALLEY rr 12rr 2 RALEIGH, NO T CAROLINA 27607 1 0 TA. 12+50
S C TRIANGLE PARK ¦ C LOTTE 1 ALE: 1 n _ 4, rr w n 13rr PRINT DATE: q 7 y STA. + 13+50 + CAROLINA
AIJEY rr 2905 Meridian Parkway, Durham NC 27713 nd 13
, 600-733-56,ei ¦ aL as.cc i ¦ License No.; C-0293 DATE: REVISIONS r, T,, , ++++r+++' 07-26-10
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RAMPS ARE T CONSTRUCTED ON ALL STREETS
AS SPECIFIED BY CITY CODE, THESE FACILITIES
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IS AUTHORIZED Y ITTEN APPROVAL. PUBLIC
5 SANITARY SEWER EASEMENTS ARE O RECORDED
PRIOR TO FINAL ACCEPTANCE. ' i
TRANSPORTATION SERVICES
370 370 380 380 350 50 INV IN 35 .04 {S MH 303 350 PUBLIC UTILITIES
m r ~ ~ ~ ~ m m ~ r
F G w w ~ r ~ ~ FfG ~oni w w w w w 1 ~ ri rs m wr m m g g g g CONSERVATION ENGINEER
10+00 11+00
10+00 11+00 11+50 11+50 12+00 13+00 14+00 15+00 P ING
. . . . . . . . . . . . . . . . . . . . . . . . . ,
m + I{;? - Ir 30JECT N0. g ~V Lv . /CONTRACT PUCT AS; LEN 10000 SHEET N0.
• ' ~'~,f.„ida a iLENAA9E:
5 a~ ..'rye.: L LEN10000-P2
DESIGNED BY: „ p
I J 1 4 LENNAR CAROLINAS, INC. RCA ALLEY INC. "18"o STA. + 11+50 . r
t DRAWN BY: „ f, 3 1201 EDWARDS ILL ROAD, SUITE 301 SR 1, 11EY of 1911 SM 10+00 THRU STA. 11+50
'G ¦ ENT." ALLEY 2 RALEIGH, NORTH CAROLINA 27607 "DRIZ° SCALE: 1" = 40' " it TSFMUM licit O/F STA. 11+50 THRU STA. 15+00
RESEARCH TRIANGLE PARK ¦ CHARLOTTE ®i 1Y VERT. SCALE: " o PRINT DATE:
1 2905 Meridian Parkway, Durham NC 27713 1 4 RALEIGh, _ NORM CAROLINA
- , 800-733-56, el ¦ aL ns.ca i • License No.: C-0293 p P SATE: REVISIONS 07-26-10

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UTILITY INSTA TIONS AND OTHER PUBLIC
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PRIOR TO FINAL ACCEPTANCE,
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DATE: n7 7C 4 n
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PLANNING
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NO BORDER AROUND- :ORDER AROUND I ~
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~ a µ ~ ~ ~ NOTE: FOR THIS APPLICATION IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC ~ ® ~
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ANDS LL SO INSTALLED U SS A CHANGE
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TRANSPORTATION SERVICES
PUBLIC UTILITIES
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~-®C7 BACK OF CURB Z~`S ~-{J C7 ~ ~ ~ X GENERAL NOTES: -1 Q = U A ®TI ~ U7 ® "
~ LL®CCaz ~ fTl -I = D CLASS "B" CONCRETE TO BE USED THROUGHOUT. p ~ Uy = _m -I = D A ~ ~ A 7 8" ~-o~-~z ~ 2 3/4" c~ I U X12
} C7 7J -I 5 8" ALL CATCH BA IN OVER 3°-6" IN DEPTH TO BE PROM E WITH PS 1 °-2" Z ~ O ~ ~ =~I?C~TT1 .4°':`p°: ~4'°:p': •4°'::p 3" :a: i S S D D STE I-'-IUQIL= =~p('}TTl C C Z y° Y Y ti•° B °•a ON CENTER. STEPS SHALL BE IN ACCORDANCE WffH STD. N0. 840.66. I- ~ U _ Z p 1 1 2" d. 1 1/Y" C ~v~p~
Z - -p Q -'l A - i 6" 6" OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY 4R ~4 BAR DOWELS AT ~ _ E- w Z - ~ U ~ rO
U ~ .'4• m = 12" CENTERS AS DIRECTED BY THE ENGINEER. U71-wZ-I U ~ 1 5 E~° C? = O~ z 6° ° FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ~ U n = ~ Z W W i ~ ~~~zQ ~ a
p ~ D :4• IF REINFORCED CONCRETE PIPE IS SEf IN BASE SLAB OR BOX, ADD TO BASE ~ ~ ~p ~ D ~ ® , ~ X X AS SHOWN ON STD. N0. 840.00. o~~~ X zF?
LJ7 ' 4 ' ° ' ® USE TYPE "E' "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. Ci } Ct1-1 2 3 4 ° 2 ~
Z ~P• • • SECTION X-X FOR 8'-0" IN HEIGHT OR LESS USE 6°° WALLS AND BOTTOM SLAB. OVER p Z SECTION B-B D v
80 BE ADJUSTED ACCORIDINGLYSE & WALLS AND BOTTOM SLAB. AUANTRIES 1 1 " " SEGI PLAN X STEPS -STD. N0. 84D.66 ~ 2 3 4° 2 3 4" STEPS STD. NO. 840.66 1 1 7 1 1 2 SECTION C-C ~ U Ei 1 3/4" 2 3/4" (Y,
FRAME GRATE AND H OD ~ 1 3~4" SEE STD.NO. 840.03
a ~ 1'-D" ~ 1 1 7" a 1 3 4" M 5 a" ~ O
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H2 6" 6" O SECTION D-D SEI m -1 ~ ~ ~ ~ m TYPED TYPE C - C SECTION X-X ~ Z
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IS USED IN PLACE OF HOOD .:n °0• n SECTION H-H SECTION Z-Z SE TION E-E ~ M
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y~IDpm ~ U ~ wUq~= =-~A~m ~ 2. GRATE IS DESIGNED TO WITHSTAND ~~(nS M
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z~-pOTi 3s_7 i 2• ~ U) Z N~ z J z~-pOTI ~ 3. TWO (2) GRATES REQUIRED PER FRS n=pr C] U rr~-pd n=pr m CRATE DEPICTED FOR CLARITY. EQUIRED PER FRAME. 6NE (1) N~~zJ I~®~
• ~~z ~ CLEAR FRAME OPENING 21 2` - ap_~ ~~z _ 1d 1 B° 101 8° ~ a ~ Ln ~ r o ~ 2„ 2.° Dpp z I Lv z Dysp' N a w OR CLARITY. pQp~
-(-I z : ® ~ L~ U -(-I i N - Z 4. STEEL SHALL CONFORM TO THE REC L/7® ° ~ THROUGH CENTER CONNECTIO r ~1 r O I W CLp cn® N N N } QRM TO THE REQUIREMENTS OF A.S.T.M. Z~} ~ i. ~-D
N I I U) w 3 4" U DESIGNATION A-36. z C a ° SHOWN BELOW N ev iv 7/8" DIA. N U} p z ® ~ W
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I ~ I 1- W ~ U ~ SHALL BE SEAL WELDED ALONG TO. ELDED ALONG TOP AND BOTTOM ~
~ U Q Z HORIZONTAL SEAMS OF CONNECTION ~ ~ a W Q Q 3 4' REQUIRED STRUCTURAL WELDS. y OF CONNECTIONS IN ADDITION TO ANY E JRAL WELDS.
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F1l r ~ w~ m r 1 TYP. ALL 7 16 RAD. - 1/4° 1/4" 1/2" DIA. HOLE FOR Q OTHER INT. 4 / PLAN VIEW UTILITY INSTALLATIONS AND OTHER PUBLIC ~ 4 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
~ = 3°-11° 3 ¢ 3/8" DIA. CONCRETE Z ~ ~ _ ~ z_ RAMPS ARE TQ BE CONSTRUCTED O ALL STREETS
ANCHOR (4 REQUIRED} - ~ C"j ~ PLAN VIEW 1 3 4' (SEE STANDARD 840.25 d ~ ~ N N ~ AS SPECIFIED BY CITY CODE, THESE FACILITIES
D FOR FRAME ANCHORAGE) ~ ® ~J p 1'-11" 1 1 2" a 1/2°' PLATE ~ ® HAVE BEEN APPRO D BY THE CITY OF RALEIGH a z ANDS L B SO INSTALLED UN SS A C G
} o ~ 1 3/4x1 3J4x1J4 ANGLE -MITRED CORNERS ~ Z } o ~ D 2 5 6° 3 3~8 a Q -I ~
, . r~ ~ ~ . , . r~ DETAIL OF 1 2 BOLT DO w ~ BOLT DOWN PLATE ®`L IS AUTHORIZED BY WRITTEN APPROVAL, PUBLIC ~ W ~ ~ SANITARY SEWER EASEMENTS ARE TO RECORDED
®I- Z O e : a r, l Z Q Z® 1 1j2° -1- 1~g" 1JS" z Q PRIOR TO FINAL ACCEPTANCE. ~oaECT No. LEN-10C
~ SECTION C-C d ~ ~ SIDE VIEW ~ (,O TRANSPORTATION SERVICES
~ STRUCTURE WALL ~ U a h\1°0 ~ FRAME ~ ~ ~ ~ 3 4' ~ ~ z ~ DRILL AND = ~ z ,5
Q 3'-10 1 2" r EPOXY GROUT U1 W Q N R° ~ I j PUBLIC UTILITIES
~ SEE DETAIL °B' ~ ~ W y ,T ~ JW
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DATE: n-7 7C 4n
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DETAIL 'C' SHOWING ELEVATION OF GRATES IN BOLT DOWN DETAIL 'A' END CUT OF 1 1/2" X 4" 5 g
# IL SPRING PIN
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UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
RAMPS ARE TO B CONSTRUCTED ON STREETS
AS SPECIFIED Y CITY CODE. THESE FACILITIES
HA BEEN APPROVED Y THE CITY O RALEIGH
D SHALL SO INSTALLED UNLESS A C G ° IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY S EASE NTS ARE TO B RECORDED
PRIOR TO FINAL ACCEPTANCE. ~oaECT No. LEN-10C
T SPOTATION SERVICES
PUBLIC UTILITIES
CONSERVATION ENGINEER ' sc~,E: ni T c
PLANNING DATE: r,7 Oc , r
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FL M ] k W e T LE W F'C CI AT TIC

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TOWNS STATED.
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' NOTES, _ I _ ! ES. I i
- 1. RALEIGH PUBLIC ~ - - ALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. -
~ , . ` 2. KNIGHTDALE, & f ;NIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS
SHALL BE PAINTED , LL BE PAINTED RED W/SILVER OPERATING NUTS. M "
' " ' 3. ZEBULON PUBLIC '_EBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ I
SILVER BONNETS u , 4. WAKE FOREST A~ SILVER BONNETS AND OPERATING NUTS. VAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE O ~
- - ~ „ PAINTED SAFETY ' 'AINTED SAFEfY YELLOW W/SILVER CAPS AND OPERATING NUTS. ~ ~ '
. _ - - _ _ 5. OPERATING NUTS IPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL ~LJ ~
BE PAINTED BLACk PAINTED BLACK,
CITY ®F RALEIGH
~ , DEPARTMENT OF PUBLIC UTILITIES I ; ~
E,' , RALEIGH, KNIGHTDALE, ZEUL®N, GARNER , ~
I i . xn ~ xn , ~ ~ „ WAKE F®REST, & R®LESVILLE , ~
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DWG, D. REVISIONS DATE REVISIONS DATE
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{ 1 UTILITY INSTAL TIWNS AND ETHER PUBLIC
~ ~ M7 FACILITIES, INCLUDING SIDEWALKS AND DICAP ,
a RAMPS ARE TO E CONSTRUCTED ON ALL STREETS
AS SPECIFIED Y CITY CODE. THESE FACILITIES HAVE BEEN APPROVED Y THE CITY OF RALEIGH
i , r F _ ANDS L SO INSTALLED UNLESS A CHANGE
I IS AUTHORIZED Y WRITTEN PROVAL. PUBLIC
r - - - _ s I SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE.
_ . , zoaEOT No. LEN-10(
TRANSPORTATION SERVICES
PUBLIC UTILITIES
r m ~-r ~ . m CONSERVATION ENGINEER ,

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PLANNING
JaP DATE: n-7 0C 7 n
JEET NO.
FINJ R W11' e T RETE A ?D TOIL C' JTRUCTION

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r , v r w_ _ v t e 1 ~ JG_ ~ ~ r , ~r ~ ~ ~y ~ ; ,,ry ^t FOREAY IR SPILLWAY PROPERTY LINE YP.) ~ ~ h
M,..l__'^_J~__~L_41~.~' 4_'_t_1~_'_ .~1~'.~_~4~ _U___..~ _1 CREST = 20 LF ~ ~ ~ ~ ~ TOP OF RIP RAP (CREST) = 366.00 ~ H W ~
1. THERE ARE EXISTING TREE CONSERVATION NEUSE BUFFER AREAS ON-SITE. PRIOR TO 10. INSTALL RISER j BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. THE DRAIN / VALVE LOCATED 'MTNIN THE RISER BOX SHALL BE KEPT OPEN UN11L AN AS-BUILT CERTIFICATION / FORE~AY BERT -FORAY BERM \ LINER = NCDOT CLASS "B" RIPRAP ~ ~ ~ ~I ~ ~
CONSTRUCTION, THESE AREAS SHALL BE STAKED AND PROTECTED WITH TREE PROTECTION /SILT 'TOP WIDTH = FENCE. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY DISTURBANCE BEYOND THE APPROVED HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPOUND HAS BEEN ISSUED BY TOP ELEVATIO STOP WIDTH = 4-FT 15" MIN. DEPTH (d5O = 8") ~ ~ ~ U TOP ELEVATION = 368.00 ~ ~ j ~ '
CLEARING LIMITS DURING CONSTRUCTION. THE CONTRACTOR SHALL MONITOR THESE AREAS TO ALL APPLICABLE AGENCIES. -NOT1=: /C ~R BMNKET IS TO BE ~ EARTHEN FOREB Y BERM (TO BE COMPACTED ~ ~ ~ ~ ~ z
ENSURE SEDIMENT LADEN RUNOFF FROM DISTURBED AREAS O-SITE DOES NOT DISCHARGE INTO j THESE AREAS. 11. INSTALL 1NE 3"0 PVC DRADO SIPHON ASSEMBLY, ALONG I E LEVEL SPREADER (REFER - - - _374 INSTALLED BETWE~TNE RIP RAP ~ TO THE SAME ECIFICATIONS AS/THE DAM ~ ~ ~ ~
TO 1NE LEVEL SPREADER DETAIL ON SHEET PD-5 FOR E CONSTRUCTION SEQUENCE FOR THE 37 AND SOIL FOUNDATION:~THE FILTER EMBANKMENT) LEASE REFER TO~ITEM 3 j ~ ~ W ~ ~ a
2. PRIOR TO CONSTRUCTION, THE ON-SITE GEOTECHNICAL ENGINEER SHALL VERIFY THE SUITABILITY OF LEVEL SPREADER). PLEASE NOTE A SITE VISIT SHALL BE SCHEDULED WITH THE DESIGN ENGINEER ~ / r THE PROPOSED BORROW AREA FILL FOR USE IN THE DAM EMBANKMENT KEY ENCH. PRIOR TO INSTALLATION OF THE LEVEL SPREADER TO ENSURE E GROUND CONTOURS ARE ! --3?2_._. ~ BLANKET WILL CONSIST CIF A ~ UNDER "BERM AND SOIL COMPACTION ~ ~ , z ~ y MINIMUM 4" THICK LAYER~~ OF SPECIFlCAl10 S FOR ADDITIONAL INFORMATIONi / , < + ° U~ x
/ / e gO i e 3 APPROXIMATELY PARALLEL TO THE LEVEL SPREADER LOCATION DENOTED O E PLAS.IF NOT, e 2. ; e ' I--1 ~ p 370 \ STONE (#57) UNDERLAID WITH ¦
3. THE ON-SITE GEOTECHNICAL ENGINEER SHALL INSPECT E BARREL PIPE SUBGRADE AND DAM KEY THE LEVEL SPREADER MAY NEED TO BE RE-ORIENTED E-LOCATED TO MINIMIZE GRADING. °r 'SC 1 / i e \ MIRAFI FILTER WEAVE Z00 OR ~ ~ i i ~ ~ ~ ~ ~ 368 ~ ~ APPROVED EQUIVALENT' JB,~ SW1 -PRECAST CONCRETE JUNGTION'BOX / J W ~ p $ _ i Kj~
TRENCH EXCAVATION PRIOR TO PLACEMENT OF ANY BACKFILL WITHIN THESE AREAS. IF THE ALSO, IF THIS FACILITY FUNCTIONS AS EROSION CONTROL DURING CONSTRUC1ON, CONTRACTOR ~ r - - 3E CONTRACTOR CONSTRUCTS AND COVERS UP THE BARREL PIPE /DAM KEY TRENCH PRIOR TO SHALL TEMPORARILY PLUG THE 15"~ 0-RING RCP BYPASS PIPE UNTIL THE UPSTREAM DRAINAGE ~ P~ e ' ,r ~ y 36~`' 366.5 ~ \ ~ SHAPE =SQUARE ~ ~ • ~
INSPECTION THEN THESE AREAS SHALL BE UNCOVERED AND TESTED AT THE CON ACTOR'S AREA HAS BEEN STABILIZED AND APPROVAL TO CONVERT THE FACILITY TO ITS PERMANENT USE o e 4 o ~ 6•, ~ l ~
AS A WATER UALITY DEICE HAS BEEN GRANTED BY THE EROSION CON OL INSPECTOR. eO O~Fq e ' ~ / EXPENSE. Q ' r,,~c~ qO ,gyp e ~ / - 3 3 ~ ~ ~ l INTERNA DIMENSIONS ~ 5-FT X 5 PT ~3-FT C~ICRETE ~ / ~ ~ ~ ~ _ _ _ ~ ~ / RIM EL = 370.00 ~ ~ ,LEVEL SPREADER ~ ~ 1 ~ ~ ~ m
4. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR E PERMANENT PLANTING 12. INSTALL SPILLWAY FILTER PER DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER AND THE e e ( e ~ 65.56 65,50... A \ ~ ~ ~ INV. I (30"~ 0-RING RCP) = 388.50 % BLIND SWAL ~ ~ / ~
PLAN SCHEDULE. PLEASE NOTE THAT NO TREES SHRUBS OF ANY TYPE MAY BE PLANTED ON THE DETAILS SHOWN ON SHEET PD-3. / e'° t / / 4 ~ ~ 364 ~ ~ ~ INV. OUT (30"~ ~ RING RCP) ~ 349.00 TOP W L = ~ ~ ~ ~ ,o 364 ti \ ~ ' 32.00 ~ ~ ~ W E~
PROPOSED DAM EMBANKMENT (FILL AREAS). ~ j e r' , 13. CONSTRUCT EMBANKMENT PER SPECIFlCAl1ONS LISTED IN THE SECTION TITLED "BERM SOIL & ,51/ e ~ ~ ~ ~ ~ ~ ~ (SE DETAIL ~ y ~ U ~
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE WATER QUALITY POND MAY BE USED AS A COMPACTION SPECIFICATIONS AND REQUIREMENTS OF THE ON-SITE GEOTECHNICAL ENGINEER. / .i /i%51ti~. - 6~ _ 36- V ~ ~ ~ SHE T PD-~ ~ ~ ~ ~ r ~ \ ~ ~ ~ N~ELOCITY DIS~(PATOR~PLUNGE POOL ~ ~ ~ ~ ~
SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. IF S0, THE CONTRACTOR SHALL FOLLOW THE ALL CHARACTERISTICS OF THE EMBANKMENT FlLL MATERIAL SHALL MEET THE STANDARDS SET e / e - GENERAL CON UCTION SEQUENCE BELOW: FORTH IN "BERM AND SOIL COPAC11ON SPECIFICATIONS", INCLUDING COPAC11ON AND MOISTURE 'S1 e e 0 ~ ~ ~ / ~ J~CDOT CUSS 'B' fjkkPRAP i I ~ ~ ~ oa ~
6 REQUIREMENTS. IF NECESSARY TO ACHIEVE PROPER COMPAC1O, THE EMBANKMENT FILL ;i / ~ / 3 360 ~ ~ ~ ; ~ % 15'L X 1 B'W X 22~ THICK ~ % _ , ~ ~
5.1. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY {PERMANENT OUTLET STRUCTURE, MATERIAL WILL BE OVERBUILT I HORIZONTAL LIFTS AND CUT BACK TO PROPER FINAL GRADE. ~/6~° r / / - ANY HAND COMPAC11ON ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL E / ~ ? 359 9 f 35 \ ~ ~ ~ I ~ ~ ~ ~ (SE~ DETAIL,S1'IEET P -3) ~ ~ ~
DAM, ETC.) WITH THE EXCEP11ON OF THE INTERIOR FOREBAY BERM. THE INTERIOR FOREBAY BERM l / ~ t WILL BE CONSTRUCTED ONCE THE EROSION CONTROL PHASE IS COMPLETE. CONDUCTED IN 4-INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE / / 358 358 V ~ ~ r' ~ j ; ~ / ~ ~ co
REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION AND MOISTURE TESTING SHALL E / ~ ' ~ i
CARRIED OUT AS DIRECTED Y 1NE ON-SITE GEOTECHICAL ENGINEER AND AS LISTED IN "BERM / f ~ / k 5.2. THE TEMPORARY DRAWDOWN RISER SHALL BE CONNECTED TO THE PERMANENT 8"0 DIP DRAIN / / / ,56 PIPE. AND SOIL COMPACTION SPECIFICATIONS". / ~ ~ V ~ ~ i 1 ~ ~ ENDWALL PER N~DOT STD. 8 8.80 ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ (~E D TAIL SHEET PD-4) / ~ ~ ~ ~ - ~
~ ~ ~ti ~ ~ ~ ~ ~ ~ ~ INVI OUT (30"~ 0-~NG f~CP) 334 / / % ; ~ ~ j ~ I
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR 14. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER ~ ; / / ~ APPROVES THE REMOVAL OF THE SEDIMENT BASIN, THE CONTRACTOR SHALL REMOVE E THE APPROVED SEEDING SCHEDULE. I ~ / ~ \ ` ` ;1 ~ ~ ~ ~ ~ ~ i / / ~ ~ / ~t~runi~~xii~
TEMPORARY DRA 0 RISER AND CLEAN-OUT THE BASIN. ALL SEDIMENT, TRASH, ETC. SHALL ~ ~ ~ ~ ~ ~ ~ 11 LF 3O" CLASS III, 0-RING ~ ~ ~ ~ J` OC
- - ~ ~ / 4~ ~ ~ BE DISPOSED OF PROPERLY (LE. -PLACED IN A LANDFILL} AND NOT STOCKPILED IN AN AREA 15. SCHEDULE A FINAL AS BUILT INSPEC1ON AND AS BUILT SURVEY WITH THE ENGINEER. AN ~ ,5c~ ` , ~ 1 ~ ~ I ( I ~ SPILLWAY FILTER i' , ~ i ~ ' O ' 0~'•~''` ~SS%''~.~'G ~ ~ ~ RCP~~ 2.~7~ (JipINTS RAPP D ~ ~ ~ F Q .
WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED. AS-BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM OF 60 DAYS BEFORE A PERMIT TO ~ J / ~ 0 IMPOUND OR CE IFICATE OF OCCUPANCY IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN 1 ' 0 1 ~ ~ ~ ~ I (SEE DETAIL SHEET I Fr / / » ?;r p E 9 . ~ i ( ~ ~ I~J GEOTEXTILE FABRIC) ~ ~ / ~ C : ~y'~ ~ ~ ~ ~ ~ ( ~ i PD-3) ~ ~ i ~ . a SEAL
5.4. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE THE DAM CONSTRUC1ON MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND 1 •1 ~ ~ , + ~ I , + I II I; r ! 031452
OWNER BEFORE CERTIFICAl1ON SHALL BE GRANTED. UPON FINAL APPROVAL FROM THE CITY OF ~ ~ 1 ~ ~ CONTRACTOR SHALL CONSTRUCT THE INTERIOR FOREBAY BERM SHOWN ON THIS SHEET. t 2,1 ~ ~ RALEIGH, CLOSE THE 8 0 BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING ~ ~ ~ r w +f 1 f V
/ ~ ~ 5.5. ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN ON-SITE INSPECTION WATER. NO WATER SHALL BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM ~ ~ ; ~ ~ _ _ ~ I / I i~~\ I f ~ ~ ~ ~ r ~ JB SW3 SPLITTER~ BOX ~ SEE DETAIL SHEET PD-3 ~ ~ ~ '~»~OI NE~:~`
AND AN AS-BUILT SURVEY PRIOR TO INSTALLATION OF THE WETLAND PLANTS. IF THE BOTH THE CITY OF RALEIGH AND THE ENGINEER. ' 1 CONTRACTOR PLANTS THE PROPOSED VEGETATION PRIOR TO AN AS-BUILT SURVEY AND ~ ~ ~ ~ ~ l ~ ~ ~ ' PRECA ~T CONCRETE JUNC ON BOX ~ ~ ~
SUBSEQUENT APPROVAL, ANY CHANGES TO THE GRADING RE-PLANTING OF PLANTS WILL BE 1 % ~ ~ 1 ~ ~ ~ f ~ ~ ~ ~ ~ ~ ~ ~ % ~ INTERNAL DIMEf~SIONS RAPS FT XO SIFT ! ~ ~ ~ ~ r ~~ir~n`+~~~~~
AT THE CONTRACTOR'S EXPENSE. ~ ~ ~ ' ~ ~ 1 ~ ~ ~ i R ELE~ = 3'4LOd ~ i! i ~ ~ ~ ~ ~ ~ ~ ~ ~ IN~ IN (30~~ 0-RI G RCS) - ~334.~5 l l ~ ~
l 1. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW ~ ~ 5.6. ONCE THE ENGINEER HAS APPROVED THE AS-BUILT GRADING, THE CONTRACTOR SHALL PLANT 58 , ~ ~ ~ ~ I ~ ~ , ~ I~V. OUT (,30 0 0- NG RAP) = 334.' 5 ~ ~ ~
THE PROPOSED TLAND PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THIS FACILITY. AFTER AREAS APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE 0 0 ~ 0 \ 3 3 1 ~ ~ J ~ 1 ~ ~ ~ ~ ~ ! INV. ,OUT (2"~ ORIFICFI PLATE 15"~ 0-RING,RCP) 32.25 ~ ~ i ~
FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN 6°, AND OZEN OR OTHER ~ ~ ~ COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A L ER TO THE 0 j ' 0 ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER THE APPROVED WETLAND OJEC11ONALE MATERIAL. THE FOLLOWING SOIL ES ARE SUITABLE FOR USE AS FILL WITHIN 62 /
PLANTING PLAN. THE DAM EMBANKMENT AND KEY ENCH: ML AND CL. ~ ~ 3 / / / f ~ ~ j ~ ~ JAB SW2 ! PREC ST GO CR TE J NC114N BOX ~ ~ ~
64 .e / s 1 t ~ 3 r / / ~ 1 SHAPE =t SOUAR , ( ~ ~ ~ ~ ~ ~ ~ J 1 ~I ~ ~NTERNAI! DIMENSIONS = 5-F~ X 15 FT~ ~ ~
6. IN ORDER TO HELP MAINTAIN A PERMANENT POOL IF THE IFILT TION RATE AT THE BOTTOM OF 2. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UCOMPACTED). / / / ~ ~ ~ / THE FACILITY IS GREATER THAN 0.01 IN/HR, THEN THE CONTRACTOR WILL NEED TO INSTALL A CLAY EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE 6g5O.~- / / / 0 ~ , f 1, ~ ~ , ~ ~ RIM ELEV = 360.00 i ~ ! ~ ~ / ~ S o
PLACEMENT OF FlLL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND ~ ~ A 3 r 388 e / / LAYER OR A PERMANENT GEOSYNTHETIC CLAY LINER A MINIMUM OF 1-FOOT BELOW THE LOWEST ~ r- THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. FILL MATERIAL ADJACENT TO ALL ~ ~ ~ ~6 50 r ~ ~ ~ ~ , ~ j~ j ~ f INV. IN (30"~ 0- ING RCP) r 343.5t~ ~ ~ ~ ~ ~ ~ ~ ~
GRADE OR 18-INCHES BELOW THE BOTTOM ELEVATION OF THE ROOT BALL FOR THE PROPOSED % 3 r r / PLANTINGS (WHICHEVER IS GREATER). IF A GEOSYTHETIC LINER IS CHOSEN, THE LINER SHALL BE SPILLWAY AND DRAINAGE STRUCTURES SHALL E PLACED IN 4-INCH {UNCOPACIED} LIFTS AND 0 \ \ .o- f. / ~ 1 ~ ~ INV. OIIT (30"~ -RIND RCP) =1339:50 ~ ~ ~ ~ 1 t,' ~ , ~
BETOMAT GL BY GETGO LINING TECHNOLOGIES OR ENGINEER APPROVED EQUIVALENT. THE HAND-COMPACTED TO E SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENURE ~ 8 r 3:1 1 1 ~ 1 ~ s / , i % ~ ~
INFILTRATION RATE SHALL BE DETERMINED BY THE O-SITE GEOTECHNICAL ENGINEER PRIOR TO EMBANKMENT. / CONSTRUCTION OF THE INTERIOR POND GRADING SHOWN ON THIS SHEET. IF IT IS DETERMINED BY 1 35.50 r e
THE O-SITE GEOTECHNICAL ENGINEER THAT A LINER IS NOT NEEDED, THEN A LETTER TO THE 3. ALL FILL SOILS USED IN THE EMBANKMENT /KEY TRENCH CONSTRUCTION SHALL BE COMPACTED r r I ~ ~ ~ ~ ~
ENGINEER CERTIFYING THE INFILTRATION RATE SHALL BE PROVIDED, WHICH WILL BE USED DURING TO AT LEAST 95~ OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM-698). THE FILL / - - , 8 ! II - ~ ~ f 1 7 i
THE AS-BUILT CERTIFICATION PROCESS.. SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS , / j e~ OPTIMUM MOISTURE CONTENT. COMPAC1ON TESTS SHALL BE PERFORMED BY THE ON SITE 10 FT AQUATIC SHELF AQUATIC SHELF (
7. THE GRADES SHOWN O THIS PLAN ARE FINISHED GRADES. IF THE EXISTING SOIL LAYERS IN THE GEOTECHNICAL ENGINEER DURING CONSIRUC11ON TO VERIFY THAT THE PROPER COMPAC11ON ' + ~ / FROM EL. 365.50 TO EL. 365.50 TO ~ ~ 1 j ,r~ 5.50 SLOPED ~ ~ f ~ ~ ' ~ ~ ~
PROPOSED WET POND (AFTER EXCAVATION) ARE NOT DETERMINED SUITABLE BY A LANDSCAPE LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A SNEEPSFOOT TYPE , 1~'• ~ / ~ EL 366.50 SLOPED PROFESSIONAL FOR THE FUTURE WETLAND PLANTINGS, THE CONTRACTOR SHALL OVEREXCAVATE THE COMPACTOR. I ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPAC11ON EQUIPMENT SHALL ~ ~ AT 10.1 (H. V)
INTERIOR PORTIONS OF THE PLANTING AREA OF THE WET POND FROM THE NORMAL WATER SURFACE CROSS ANY PIPE U11L MINIMUM COVER IS ESTABLISHED ALONG THE PIPE. 1 ~ ,
( 1 0.1 3:1 ELEVATION TO THE BOTTOM) BY 18-INCHES. THE CONTRACTOR SHALL THEN BRING THE PLANTING l 3:1' ~ ~ ~ ~ Ill f
AREA TO THE FINISHED GRADES USING THE TOPSOIL STOCKPILED ON-SITE AMENDED AS DIRECTED 4. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH REPORTS TO VERIFY THAT THE DAM ( EMBANKMENT MEETS THE SPECIFIED COMPAC11ON REQUIREMENTS. COMPACTION REPORTS WILL BE 1 ` ' BY THE LANDSCAPE PROFESSIONAL). THE OVER EXCAVATION WILL ALLOW FOR BETTER PLANTING ~ f / ~ 56,LF 30~' CL¢,SS 0- ING ~ ' ~ ' 4', ~ W tp
NEEDED DURING THE AS-BUILT CERTIFICATION PROCESS FOR THIS STORMATER FACILITY. ~ f CONDITIONS FOR THE PROPOSED WETLAND PLANTS. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE COMPACTION ' ` ~ 1 ~ 1 1~' I ~ ~ ~ RCP ~ 9.209y (JOI TS WRAPPED ' ~ ~ , ~ ° F ~ p(
~ ~ ~ ~ ~ ~ 58 L~F 30" GLASS V, ,0-RING It~ GEI)'FEXTICE FP}SRIC) I ~ ! ~ ~ i ~ ~ ~ ~ ~ ~ ~ ( j ~ ~ RCP' ~ 9.82~~ (JOINTS WRAPPED / ~ I ~ ~ ~ j W ~ ~
8. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING SEEDING ON THE DAM TESTING AND TO ENSURE COMPAC11ON TESTS ARE PROPERLY PERFORMED DURING CONSTRUCTION. ~ ( ) jC ~ ~ EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED 5. PRIOR TO USE AS FILL MATERIAL FOR THE DAM EMBANKMENT 1NE CONTRACTOR SHALL PERFORM ~ ~ ` / j i ~ IN ~GEOTE)~T1LE FABRIC) ~ „ ~ ~ ~ I I ~ ~ ~ / ~ ~ I ~ ~ ~ , 26 L~ 15, CLA S III, 0-R~JG I ~ ~
WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE THE ' STANDARD PROCTORS O THE PROPOSED BORROW MATERIAL TO ENSURE THAT OPTIMUM / ~ ~ 1 ) ~ ( l I ~ Rc~ ~ 0!5eq ~aINTS w>?'aPPE ~ ~ ~ o
TOP 2"-3" OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WI E COMPACTED ~ ~ _°°mm!1! „ " MOISTURE CONTENT AND COPAC1O CAN BE ACHIEVED /CONTROLLED DURING CONSIRUC11ON. ~L ~ I ~ ~ O IN, GEOTEXTIL ~ FA RIC C~
FILL. THE TOPSOIL DEP SHALL RANGE FROM 3 -4 ON THE DAM EMBANKMENT. ~ ~ f 6. TESTING OF THE NEW FlLL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED ( I ~ ~ ~ \ j
9. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. LEVEL OF COMPACTION IS ACHIEVED DURING CONSTRUCTION. THEREFORE, ONE DENSITY TEST ` 4
NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMATER POND SITE. IT IS SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT OF FILL OR AS ( ~ ANTICIPATED THAT PUMPING WILL E NECESSARY IN E EXCAVATION AREAS (LE. -BARREL PIPE DIRECTED BY THE ON-SITE GEOTECHICAL ENGINEER. ~ ~ ~ i ~ u~) JB SW4 - RECAST GON~RETr' JUN TION BOX ~ ? ,a+ H ~ ~ ( ~ ~h ~ r ~ l I TERN".L D' METER =,4-FT, ~ l ( CJ ~ ~
TRENCH). DURING PLACEMENT OF FILL +MTHIN THESE AREAS, THE CONTRACTOR SHALL KEEP THE „ 1 1 ~ / j 1 f ~fJ ~ ! ~ R ' ' EL = 338.OQ; ~ ~ H O
WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION. THE MANNER IN WHICH THE WATER IS 7. TESTING WILL E REQUIRED ALONG THE 30 0 0-RING OUTLET BARREL AT A EQUENCY OF ONE 1 \ REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDESLOPES ARE STABLE. TEST PER 25 LF OF PIPE PER VERTICAL FOOT OF FILL OR AS DIRECTED Y THE ON-SITE ~ 1 \ 1 ~ of ~ ( ! ~ INV.. IN (~15"~/0-RING R P) _ ~332.1b r` ~ ~ ~ A ~ 1 ~ ~ ~ ~ ~ NV. BUT x(15"~ 0-f~~NG P) = 332,/10 ~ / ~ ~ ~
GEOTECHICAL ENGINEER. 1 ' ~ 1 u~ ~ ~ ! ~ ~ ~ CO I I l %
\ ~ rn r 1 a 'y ~ A ~ \ \ 5 ~ ~ 1
1. PRIOR TO GONSTRUC11ON, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN \ \ 1 a Q H a ~ ~ ' ~ r ~ ~ ~ ~ ' ~ ~ j ~ ~ ~ i Il f ~ ~ 62 L 30" CLAS~ III,~O-f31NG RCP 1 ~ p G~1 W
"APPROVAL TO CONS UCT" FROM E CITY OF RALEIGH AND ALL 0 ER APPLICABLE AGENCIES. 1. THE 30„~ RCP OUTLET BARREL FROM E RISER S UCIURE TO J S1 AND FROM JB SW3 TO \ ~\~~c¢ \ \ 1 ~ 1 wl M i n If ~ I 0.81 ON COI~CRE1fE CRADI{~ (J TS / a 1
THE 30" ENDWALL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE \ \ \ u' p % ~ 2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT & EROSION REQUIREMENTS OF ASTM C76-LATEST. THE PIPE SHALL HAVE CONFlNED 0-RING RUBBER \ ~i' j ~1 ( ~ ~ I WRl~PPED N GEpTEXTILE~ FABRIC) ~ ~ ~ I ~ ~ p ~ ~ ~ ~ W t~2
CONTROL PLAN. THE CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CON OL GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4. THE \ \ \
MEASURES ROUGHOUT THE ENURE PROJECT, AS REQUIRED. THE CONTRACTOR SHALL RECEIVE \ \ A ! \ APPROVAL FROM THE EROSION CON OL INSPECTOR, AS REQUIRED BY GOVERNING AGENCIES, PRIOR FOREBAY PIPE AND THE 15"0 RCP FROM JB SW3 TO THE 15" ENDALL SHALL ALSO MEET \ ~S J ~ jd 1 ~ ~j, ~ ~ { ~ j 9i LF X15" ~CLAS~S III, -RIND
THESE REQUIREMENTS. ~ \ \ / TO ANY CLEARING. A V+.~~, \ \ ~ l ~ f o f ~ ~ j RCP ~ 1.~1% JOINT WRAPPED ~ ~
2. THE 30"~ RCP OUTLET BARREL SHALL BE CLASS V RCP MODIFIED \ \ % 3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUC1ON. ALL TREES AND BELL AND SPIGOT MEETING THE REQUIREMENTS OF ASTM C76-LATEST. THE PIPE SHALL HAVE \ ~ \ \ , _ / I' 1 I ~ ~ ~ ~ ~ ! I~ GEOTEIILE FABRIC) ~ 'I
THEIR ENURE ROOT SYSTEMS MUST BE REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED COFlNED 0-RING RUBBER GASKET JOINTS MEETING AS C-443-LATEST. THE PIPE JOINTS ` \ p \ ~ w I I i=XISTING 10tirYR 1 / lion i i ~ 'j I ~ ) ~ ~ ~ ~ ~ ~ I ~ ~ FLOODPI~AIN (TYP.)
WI SUITABLE SOIL MATERIAL. THE BACKFILLED AREAS SHALL BE COMPACTED TO THE SAME \ ~ STANDARDS AS EDAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL E SHALL BE TYPE R-4. ~ \ \
STRIPPED TO A SUITABLE DEPTH AS DIRECTED Y THE ON-SITE GEOTECHICAL ENGINEER. ANY ~ \ \ \ j ( ~ i , I ~ ~ 'I~ i
RESIDUAL SOILS TO E LEFT IN PLACE MUST BE LL SCARIFIED TO PROMOTE BONDING OF E NEW 3. THE STRUCTURAL DESIGN FOR THE 5'x5' INTERNAL DIMENSIONS RISER BOX WITH EXTENDED BASE \ ~ % { ) ~ \ \ i
EMBANKMENT FILL. O EMBANKMENT MATERIAL SHALL E PLACED FOR EDAM OR BARREL PIPE AND BARREL PIPE JUNC11ON BOXES (JBS SW1, SW2, SW3, AND S4} SHALL BE BY 0 ERS. \ PRIOR TO ORDERING E S UCTURE THE CONTRACTOR SHALL PROI~DE TO THE DESIGN ENGINEER \ ~ ~ \ \ TRENCH UN11L APPROVAL OF THE DAM SUBGRADE / ENCH IS OBTAINED FROM EON-SITE \ \ \ 1 j 1 ! `~FiAPE =SQUARE I ~ j ~ I _ I ~ ~ 1 1 / f ~ INTERNAL DIMF~NSIONS 5 FAT X FT ~ ~ i
GEOTECHNICAL ENGINEER. FOR REVIEW SHOP DRAWINGS AND SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E. ~ p \ f ~ % ~ ' CREST LEV ~ 37QA0 ! ~ M',
REGISTERED IN NOR CAROLINA DEMONS ATING THE PERTINENT VERTICAL LOADS ARE d~, V ~ A \ ~ 4. EXCAVATE FOR THE FOR THE DAM KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM SUPPORTED BY THE CONCRETE RISER STRUCTURES. u~ \ \ \ ~ ~ ~ ~ ( I I tNV. IN (3"~ PVC SIPHQN) = 365.0 ~ i ~ / ! ~ IIV. 0 T (30" 0 i RI RCP = 359.00 ~ ~ ~ i, I % F~
A ~ \ ~ EMBANKMENT. THE TRENCH SHALL EXTEND A MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT ~ V % V ~ % i~ ~ ~
BELOW THE 30"0 OUTLET BARREL AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 10 FEET. THE 4. THE RISER BOX OUTLET STRUCTURE AND BARREL PIPE JUNC11ON BOXES SHALL BE PROVIDED WITH ~ \ ~ ~ STEPS 15" ON CENTER. STEPS SHALL BE PROVIDED ON THE INNER WALL OF THE RISER BOX ~ - l 1 i ~ ~ I I i I I ° i ~ 1 ~ I i I i , I ~ , . r
KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1 (N: V}. THE KEY TRENCH SHALL BE ? ~ ~ \ ; COMPACTED TO THE SAME SPECIFICATION LISTED IN ITEM 3 OF THE SEC11ON TITLED "BERM SOIL AND JUNCTION BOXES. STEPS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STD. 5-28. PLEASE ' \ ~ r 1 ~ i ~
COMPACTION SPECIFICATIONS." DEPENDING UPON ON-SITE SOIL CONDI11ONS ENCOUNTERED DURING REFER TO SHEET PD-2 FOR LOCATION OF THE RISER STEPS. \ ~ ~ ~ ~ ~ , ~ ~ E DWALI~ PER NCDOT, STD. 38.80 ~ ~ ~ ~1 r , ~ ~ ( ~ ~ ~ ~ i rrSEE DETAIL ~HEET iPD-4)
EXCAVATION, THE ON-SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS OF THE , ~ ~ r 5. THE 9'Lx9'x38 ICK CONCRETE ANTI-FLOTATION BLOCK SHALL BE PRECAST AS E EXTENDED A \ KEY TRENCH AS DEEMED NECESSARY. THE ON-SITE GEOTECNNICAL ENGINEER SHALL RETAIN ~ I ~ INIV. OU (15" 0-DING RCP) = 32.00 it ~
DOCUMENTATION OF ANY VARIATION FOR FUTURE AS-BUILT SUBMITTALS TO THE CITY OF RALEIGH. BASE OF THE RISER BOX DURING FABRICATION. THE PRECAST BASE SHALL E INCLUDED AS PART 1 ~ 4 ~ / ~ ~ ~ ~ ~ fll ~ ~ I I I ~
OF THE SHOP DRA+MNGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM 2 y I I I ~ ~ ~
S. BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH. THE KEY TRENCH SHALL BE COMPACTED ABOVE). IN LIEU OF A PRE-CAST BASE, THE CONTRACTOR MAY OPT TO CAST-IN-PLACE THE ANTI-FLOTATION BLOCK IN THE FIELD. HOWEVER, PRIOR TO CONSTRUCTING THE CAST-I-PLACE TO THE SPECIFICATONS LISTED ITEM 3 OF THE SEGT1ON 11TLED BERM AND SOIL COMPAC1O I ~ ~ ~ ~ I VE&.OCITY DISSIPATOR~IPRAP OREBAIY ~ ~ ~ a'~ I l 2 I ~ 5 ~ ~ , N~DOT CRASS 'B RIPRAP I ~ \
BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW DENOTING ` SPECIFICATIONS." THE KEY ENCH SHALL E TESTED PER E SPECIFICATIONS LISTED IN THAT THE FOLLOWING: - - _ ~ ~ 3 N~ ~ ~ ~ ~ ~ ~ ~ 12"L X tr~''W X 22" THIC~C
SEC11ON. ~ ~ ~ ~ ~ ~ ~ ~ D 0 = 81' ~ f
6. PRIOR TO INSTALLATION, SUBGRADE CODIT1ONS ALONG E SPILLWAY PIPE SHOULD E EVALUATED A. STEEL REINFORCEMENT ~ ~ ~ ° ~ ~ ~ ~ ~ ~ ~ (SE~ DETAIL SHEE PD-4~ ~ ~ i
BY EON-SITE GEOTECHNICAL ENGINEER TO ASSESS E ER SUITABLE BEARING CONDITIONS ~ B. THE CONNEC1O MECHANISM TO JOIN THE AN11 FLOTATION BLOCK 4MTH THE EXIST AT THE SUBGRADE LEVEL. SHOULD SOFT OR OTHERWISE UNSUITABLE CONDITIONS E RISER SECTION v' I I ~ ~ 1 LF 12 CLASS III, 0-~ING~RCP t~ ~ i ~ I 14 i .009 (J INTS WRAPPED IN GEOTE TILE ~ I' rl ; ~ I, II FABRIC) I I ail n J C~ ~
ENCOUNTERED ALONG E PIPE ALIGNMENTS, THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED II ~
~ i R BY E GEOTECHNICAL ENGINEER. THE UNDERCUT MATERIALS SHALL BE REPLACED WI ~ ~ I V. IN (F~REBAY) - 35900 ~ ~ i ~ ~
ADEQUATELY COMPACTED S UCTURAL FILL LEAN CONCRETE OR FLOABLE FILL AS DIRECTED BY 6. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO pp THE ON-SITE GEOTECHNICAL ENGINEER. PLEASE NOTE E BARREL PIPE SHALL BE INSTALLED I ASTM-C990-LATEST. IF NECESSARY, THE CONTRACTOR SHALL INCORPORATE A WATERSTOP INTO I ~ I V. OUT (MAIN POLL) _ ~59.Ob ; •'1 ~
THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. THE CONTRACTOR SHALL PARGE A ACCORDANCE I THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS WITH THE TRENCH JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON-SHRINK GROUT. p~, 3b4 I ~ ~ i ~ ~ 50 FT NEI~SE , ~ I ~ ~ ~ i ~ RIV R STREAM
BEDDING TYPE. ALONG WI ASSOCIATED COMPAC11ON REQUIREMENTS. SPECIFIED BY THE ON-SITE ' GEOTECHNICAL ENGINEER. ~ i 1 ' ~ ~ ! ~ BUFFER (TYP.I - ~ V
7. IF THE ANTI-FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, THE ENURE ~ i PRECAST RISER BOX STRUCTURE SHALL NAVE A SHIPPING WEIGHT OF 49900 LBS. THE ' 3' ~ % / ' ~ ~ ~ L ; SHAD AREAS) ' .
7. IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION (DUE TO EXPOSURE, STRUCTURE WEIGHT SHALL BE THE SNIPPING IGHT AND SHALL E DETERMINED BY SUBTRACTING I B
RAINFALL, SEEPAGE, AND RUNOFF) BEFORE THE CRADLE CAN BE POURED, IT IS STRONGLY THE WEIGHT OF THE FACTORY BLOCKOUTS FROM THE GROSS STRUCTURE WEIGHT. THIS " , „ RECOMMENDED THAT A 3 TO 4 THICK CONCRETE MUD MAT BE POURED OVER THE SUBGRADE ONCE INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR ! ~ WE~ POND ~CCESS~~IAINTENANCE ~ ~ ~ I ~ ~ ~ EASEMENT BOLD, DASNED~ LINE - T1~P.) ~ GRAPHIC SCALE
IT IS APPROVED BY THE O-SITE GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE REVIEW. IF THE CONTRACTOR OPTS TO CAST-IN-PLACE THE ANTI-FLOTATION BLOCK THE 1' ? i M X. LONGfTUDINAL'SLOPE FR M ROAD
BEARING FOR THE BLOCKS THAT TEMPORARILY SUPPORT THE SPILLWAY PIPE UN11L THE CRADLE CAN CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENURE RISER STRUCTUREIS E UAL TO THE ~ 3W I ' Q 0 u' BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE PIPE PROPOSED BY THE CONTRACTOR MINIMUM LISTED ABOVE. ~ ~ ~ ~ 3? ~ ~ ' =;14.5% I I ( ) ~ 2a ~ o ~a 20 ' ~ ~ ! ACCESS ~DTH (FR,OM ROAD) = 40-~T ~ - -
SHOULD BE SUBMITTED TO THE JOHN R. McADAS COMPANY FOR REVIEW. ~ l i ~ ~ i ~ _ i ~ ~ ~ I ~ 1 inch - 20 ft.
8. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE j ~
8. BEGIN CONSTRUC1ON OF THE NEW EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8" ENGINEER FOR REVIEW. CONTRACTOR SHALL ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN ~ THICK LIFTS PRIOR TO COMPACTION, UNLESS DIRECTED OTHERWISE BY THE ON-SITE GEOTECHNICAL THE TRASH RACK SEE DETAIL FOR LOCATION THAT WILL ALLOW FOR FUTURE MAINTENANCE { }
ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF FILL. IF IT IS NECESSARY, ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS ~ , v,,
THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO FINAL HATCH. , , GRADE IN ORDER TO ACHIEVE PROPER COMPACTON. • u~ _ 1' i 1"=20' zoaEOT No. LEN-100
9. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF ~IBILITY OF
9. AS CONSTRUC1ON OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL THE THE OWNER PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY. CONCRETE CRADLE. THIS MAY BE CONSTRUCTED USING ONE OF THE FOLLOWING METHODS: ' ~CILITY.
10. GEOTEXTILE FABRIC FOR THE 12"~, 15'0, AND 30"~ OUTLET BARREL JOINTS SHALL BE MIRA 180N OR ENGINEER APPROVED EQUAL (NON-WOVEN FABRIC)
A. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN THE STRUCTURAL FILL SHOULD BE INSTALLED AND COMPACTED UP TO THE
TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL REACHES THE NEXT 11. STORWATE QUALITY POND EMERGENCY DRADO IS VIA A 8"0 PLUG VALVE. E VALVE scn~:,, „n~TC
t1[1WAICTR~dAA .II IAICTI(1A1 RnY nR u~enwei i nn~n IC C(1AAP®CT~f1 T(1 Tub ~I FIldTI(1~1 n~ Tug rnp n~ SHALL EAMH STYLE 820 X-CENTRIC VALVE OR APPROVED EQUAL. IS VALVE IS I
ACCORDANCE WITH AA C-504 SEC 5 .5, AND SHALL BE OPERABLE FROM TOP OF OUTLET THE CONCRETE CRADLE, EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND
CONSTRUCT THE CONCRETE CRADLE AS PER THE PROVIDED CONCRETE CRADLE DETAIL. STRUCTURE VIA A HAND EEL (SEE DETAIL SHEET PD-1B). THE CONTRACTOR SHALL PROVIDE A DATE: n- nc nn1 n
REMOVEABLE VALVE WRENCH I A HANDWHEEL O TOP FOR OPERATION OF E 8" PLUG B. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING E WRENCH TO THE JEET NO.
CONCRETE CRADLE, THEN PRIOR TO CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE TRASH RACK.
FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED O EXISTING GROUND AND / OR
THE MUD MAT. i
LIBEL R W11' e T RELE A ?D TOIL C' JTRUCTION

PROPOSED GRADE 12 FT. WIDE MINIMUM APPROXIMATE LOCATION OF ~ E.
TOP OF DAM = EL. 372.50 EXISTING GROUND ~
- - - - W ~
TOP OF HAND EEL TO EXTEND _
1-FOOT ABOVE ASH RACK TOP OF 10°1 SLOPE _ J S1 -PRECAST CONCRETE JUNCTION BOX W G
BOTTOM OF 10:1 = EL. 366.50 - - ~ - - - SLOPE = EL. 3 - - - - - - - - - - - - / SPILLWAY FILTER H
+'w. TRASH RACK 365.50 - ® ' ® (SEE DETAIL) 1 _ - - - - - - - - - - - ° ,~..,e ~ , ` SHAPE =SQUARE 0 ~ „ - - - - - - - - - - - INTERNAL DIMENSIONS = 5-FT X 5-FT a
TOP OF RISER - EL 370.00 • - _ _ _ _ _ _ - - - - - - - - - - - (SEE NOTE 3 UNDER OUTLET STRUCTURE MATERIAL ,a z
CONCRETE COLLAR ® SPECIFICATIONS SHEET PD-1) U _ - RIM ELEV = 370.00 I . ~
(TO BE CONSTRUCTED IN THE 10 - - - - - - - FIELD BY THE CONTRACTOR - - - - - - - - - - - - INV. IN (30°0 O-RING RCP) = 358.50 x c, o
TOP 3"~ PVC SIPHON {NWSE) = EL. 366.00 1 - - - - - - - - - - SEE DETAIL) - - INV. OUT {30°~ 0-RING RCP) = 349.00 ~ p
a INVERT 3"0 PVC SIPHON 1-FT BELOW NSE = EL. 365.00 - - - - - - - - - - - - - - - - - - - - - - - -III- - ~ , f-.,r " Ai - - - - - - - - ?a ~ v
3 - - - - - - - - - - - - - - - - - - - - - - - COMPACTED BERM {SEE I ~ Z
1 _ _ _ _ _ _ _ _ ~ BERM AND SOIL COMPACTION ~ C
. a - - - - - - - - - SPECIFICATIONS ~ _ _ _ _ _ _ _ _ = ON SHEET PD-1 } F b
" `s.
- - - - - - - - - r ~ .
8"0 DIP DRAIN TRASH RACK - - - - - (SEE DETAIL SHEET PD-3) ~ W~~
62 LF GLASS III 30" 0-RING RCP 0.819; ) ~ ~ ~ ~
. ,-4. . •
a ° ..,a. INVERT OUT = EL. 359.00 ° ' . ~ r , ~ a: ..j W a
a a :.r 7 ~ a.. . • ' III Is~k1
• a . .!9 ~®a' . a' .
5.. ® ®4 4 m s SPILLWAY FILTER Z
.A® ~~+.a. (SEE DETAIL SHEET PD-3}
~~(Oq~a<
HATCHED AREA DENOTES 1-FT OF CONCRETE CRADLE SEDIMENT STORAGE IN BOTH MAIN IV OUT 30"~ 0-RING RCP = 359.00 (SEE DETAIL SHEET CRETE CRADLE $®®~OF Q~ji9.y9 :DETAIL SHEET PD-3) ;1 a. . e a SEAL ~ ° °
( ) POOL AND FOREBAY OF THE POND :.a
BOTTOM OF SEDIMENT STORAGE (BOTH CONCRETE NON-WOVEN GEOTEXTILE 031452
MAIN POND & FOREBAY = EL. 358.00 ANTI-FLOTATION FABRIC SHALL BE PLACED BLOCK 8" PLUG VALVE. E VALVE AROUND EACH JOINT OF THE
SHALL BEAM&H STYLE 820 30'~ 0-RING RGP BARREL IN 2'
X-CENTRIC VALVE OR WIDE STRIPS CENTERED ON
APPROVED EQUAL. THIS VALVE JOINT. SHALL E I ACCORDANCE ®'1 30'°0 O-RING
WITH A A C-504 SEC. 5.5, RCP
AND SHALL E OPERABLE FROM TOP OF OUTLET : a ; ~
STRUCTURE VIA A HAND EEL. 1 A T x r W d' Z
N.T.S. s
a U
0
NOTES: NOTES: a
9'0 1. ALL REBAR TO E 4 REBAR. L CONCRETE ANTI-FLOTATO BLOCK TO BE PROVIDED W1TH MINIMUM
2. ALL REBAR AND ANGLES TO E HOT-DIPPED GALVANIZE TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT. EPOXY COATING. 'PED GALVANIZED AND BE PROVIDED WITH AN ~ N
PRECASTER SHALL PROVIDE " 2. TRASH RACK NOT SNO FOR CLARITY. A BLOCK OUT FOR E 3. THE HOT-DIPPED, GALVANIZED 2x2 x1/4" ANGLES SHAI 4" ANGLES SHALL E WELDED TO THE REBAR ~ m
1.5 1.5' 30" 0-RING RCP TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHA ASSEMBLY SHALL E PLACED ONTO THE !TOP OF RISER. ~ N
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SNALL BE 6.0~ RISER WITH ANGLES SITTING DIRECTLY O TOP OF RISER.
DETERMINED I THE FIELD BY THE CONTRACTOR. THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER VIA THE 8.4'
HAND EEL WITH AN INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE : ; • , ~ • rt ; , • 1.05' 1.05'
STEM. . ' ` . TYP. 2.1, 8 ~ {TYP.)
f.. ° C"~ i`-
. •j~ .7 '.i 11.9 LF W
8" DIP DRAIN TRASHRACK a, 'r, ° ''`.ea:.:~~ 4r°:';A"; 2"x2"x1 j4" C j
SEE DETAIL SHEET PD-9C ' • ~ ° • •`a° , ° • ( ) x. - . ANGLE ° ~ ~ 11.9 LF 20 W ~
L I n
.r ~ ANGLE1j4° II II I r~ ~ A ~ ~ ~~a ° m ,gym d
9.0' 6.0° 30"~ 0-RING RCP
FLOW a U _ '4 F pax

8.4' 6.3® 4.2' 2.1 ° 0.3' 1.05' 1.05' 1.05' 1.05' 1.05' 1.05' 0.3' U
• .
B .e 6.9, ~ U~® p .~A
..A.. . r•> ~I ~ \ ~
. ~I t' ' ° .;-CONCRETE COLLAR . ,m mm
• i'< ° ° TO E CONSTRUCTED . ...A® . • • IN THE FIELD Y E ` ,W.7H ® W
. CON ACTOR - ~I a a
SEE DETAIL) ~ ; - - - ~ O
4 REBAR TRASH RACK (ABOVE) ~
4" SOLID BRICK ~ 8"0 PLUG VALVE. THE VALVE CONTRACTOR SHALL PROVIDE BY OTHERS ANCHOR TRASH RACK TO MANHOLE WALL
SHALL BEAM&H STYLE 820 ( ) WITH FOUR EQUALLY SPACED HOT-DIPPED GALVANIZED STEEL CLAMPS. EACH CLAMP
X-CENTRIC VALVE OR STEPS IN ACCORDANCE +MTH NOTE: BRICK SHALL ATTACH ATTACHED TO MANHOLE RISER Y
APPROVED EQUAL. THIS VALVE CITY OF RALEIGH STD. S-28. AND LAY T1GHT AGAINST SHALL BE IN ACCORDANCE STEPS SHALL BE PLACED AT PRECAST STRUCTURE USING 11.9 LF 2-4°x1 j4" CONCRETE ANCHOR BOLTS
15" O.C. BRICK TIES WITH NO VOID 2"x2"x1/4" WITN A A C-504 SEC. 5.5, SPACE BE E ANGLE EACH CLAMP TO BE COATED / AN
AND SHALL BE OPERABLE (SEE DETAIL SHEET PD-4} FROM TOP OF OUTLET FABRICATED NINGES FOR THE EPOXY COATING. ACCESS HATCH
STRUCTURE VIA A HANDWNEEL. CONTRACTOR SHALL PROVIDE STEPS IN ACCORDANCE I THE BOLD LIETYPE DENOTES - DENOTES
CITY OF RALEIGH S . 5-2. THE ACCESS HATCH TO BE -I TO BE
STEPS SHALL E PLACED AT PROVIDED BY THE TRASN RACK 6.0' TRASN RACK , ~ , , . ° ITEM 7 - lip _ L'_~. t.
15" O.C. FABRICATOR (SEE ITEM 7 - TOP OF HAND EEL TO EXTEND 1-FOOT ABOVE TRASH RACK (SEE DETAIL SHEET PD-4) "OUTLET STRUCTURE MATERIAL IE MATERIAL N.T.S. ~ ,
5.0' SPECIFICATIONS") I
TOP OF RISER = EL. 370.00
4" SOLID BRICK ~ (BY OTHERS) 1 ~
6" MIN. WALL NOTE: BRICK SNALL .
3"0 PVC SIPHON ATTACH AND LAY TIGNT NOTE. THICKNESS ( 1. ALL REBAR TO BE REBAR. REBAR. -i
TOP (INSIDE RISER) = AGAINST PRECAST 4 (TYP.) 366.00 NWSE ; ; S UCTURE USING BRICK .f°' ( } 4° SOLID BRICK {BY 0 ERS) 4.:
INV. I = 365.00 TIES N1TN NO VOID SPACE 6,1 BETWEEN 6.0' NOTE; BRICK SHALL ATTACH
AND LAY 11GHT AGAINST ' 3° ANCHOR DEPTH PRECAST STRUCTURE USING ~R ~
CONCRETE COLLAR 3''0 PVG SIPHON 3" CLEARANCE TO 3" CLEARANCE TO BRICK TIES WITH NO VOID ~
•'a (TO BE CONSTRUCTED IN THE OUTSIDE OF 4 REBAR) TOP (INSIDE RISER) _ o FIELD BY THE CONTRACTOR - OUTSIDE OF REBAR) SPACE BE E •I f~
366.00 (NWSE) ' SEE DETAIL) g ' PRECAST I ~
INV. I = 365.00 11.00' S UCTURE 14
• . d _3" CLEAR e` 3" CLEARANCE TO ~ WALL 1' DEPTH 3000 PSI CONCRETE COLLAR ~r
OUTSIDE i Y. 12.71' " OUTSIDE OF 4 REBAR)` (MIN. 28 DAYS ENGTH) ' „I .
8 DIP DRAIN 8"~ DIP DRAIN TRASHRACK ASHACK 3°° CLEARANCE r
{SEE DETAIL SHEET PD-3) r ' ° SEE DETAIL 1.O • . ( " ® ~ TO OUTSIDE OF 4 REBAR ANCHORS 4 REBAR)
• , SHEET PD-3) ''°m , 30"~ 0-RING CONTRACTOR SHALL
{ 1'-2" I RCP 4.' DRILL INTO PRECAST ' STRUCTURE WALL AND a
(TYP.) - " • ® SET ANCHORS USING 5.5" CENTER TO ,
®w~, INVERT - EL. 359.00 4.6' i ~ e. ~ ~ ' :a ..4 EPOXY GROUT CENTER
° 0.54' " ° '6: 30"~ 0-F ,a f'®® w: M. 30"~ 0-RING RCP a 5,3, _ 30"~ O-RING RCP
..a . , .e ~
br m.. 4 s
44 ~ ~ 3.67 ; s ° `•'a . ° ` ;X . : . ° ' .tit®1®4® ~u
a i, A. ° a . d'q ! m
° <s• ~ PRECASTER SHALL PROVIDE ~ ~ d,. ; .m a , 4:.'. ~ 12" ANCHOR DEP d "n i ~ 6. e~~e ~ 4 e
y'. CONTRACTOR SNALL SEAL •a ANCHOR DEP ' ' ~ ~ A BLOCK OUT FOR THE ~ THE PIPE PENETRATION . ® ,d ® ~ ~ 1 d ' . zoaEOT No. LEN-100
30 ~ Q-RING RCP ' USING A RUBBER BOOT • ' , ~ a ~ _ ~ e
AND STAINLESS STEEL CONTRACTOR SHALL FORM " _ HARDWARE 8"~ DIP DRAIN PIPE 8" PLUG VALVE. THE VALVE CONCRETE ANTI-FLOTATION 4 REBAR ANCHORS.
INVERT OF RISER STRUCTURE CONCRETE 30 ~ 0 RING RCP CONTRACTOR SHALL CORE-DRILL SHALL EAH STYLE 820 BLOCK CONTRACTOR SHALL DRILL
TO DRAIN POSITIVELY TO ANTI-FLOTATION ~a THE HOLE FOR THE 8" DIP PIPE X-CENTRIC VALVE OR BLOCK DIP DRAIN CONCRETE I THE FIELD. PRECASTER SHALL 5.2" (CENTER TO CENTER) 4.6' (CENTER INTO PRECAST BASE AND SET 4.6' (CENTER TO CENTER} 5.2'° (CENTER TO CENTER) ANCHORS USING EPOXY GROUT _
INVERT OF OUTLET BARREL APPROVED EQUAL. IS VALVE USING NON-SHRINK GROUT ANTI-FLOTATION OMIT REINFORCEMENT I THIS SHALL E I ACCORDANCE 3'° CLEARANCE
RI OCK Horn ~„a .,r„ TO OUTSIDE OF r,,.~no~T~ ...T. „T.m,,.~ . sc:,, niTC
WHEW YYIIn AWWA L-uu4 7L4. 0.0, AND SHALL E OPERABLE 4 REBAR) vvivvrcuc nivii-rwiniiviv BLOCK DATE: n-7 nc nn1 n
FROM TOP OF OUTLET OUT=
STRUCTURE VIA A HAND EEL. DETAnS
N.T.S. CONCRETE 1 e Eld N.T.S.
LIBEL R W11' e T RELE A ?D TOIL C' JTRUCTION

a
h
BARREL PIPE CONCRETE CRADLE 30"~ CLASS III W ~ O-RING RCP ~
U
CONSTRUC110N SEQUENCE 2-4" PERFORATED, w
1. IF OPTION A IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE (SEE DETAIL SHEET PD-1), THEN BRING CORRUGATED HDPE PIPE H (ADS N-12 OR p ~
GRADE OF DAM EMBANKMENT TO SPRINGLINE OF PIPE ELEVAl10N. IF OP110N B IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE (SEE DETAIL SHEET PD-1, THEN CONSTRUCT FORMWORK FOR CONCRETE CRADLE ON APPROVED EQUIVALENT} ~ q
EXISTING GRADE. z U TYPICAL MANHOLE RING AND + ° U~ x
COVER PER CITY OF RALEIGH U ~ ' ,1 STD. 30.15 ~
2. IF OPTION A IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE (SEE DETAIL SHEET PD-1), THEN EXCAVATE TRENCH FOR CRADLE AND BARREL PER DIMENSIONS O DRAWINGS. IF OPTION IS CHOSEN O
NOTE 9 OF E CONSTRUCTION SEQUENCE (SEE DETAIL SHEET PD-1), PROCEED TO STEP 3 BELOW.
3. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. CON ACTOR SHALL WRAP JOINTS WITH 2-FT WIDE STRIPS I ti "
OF FABRIC AT IS STEP. m I~ lull ~ c
4. POUR CONCRETE FOR CRADLE FOR EACH SECTION FROM ONE SIDE OF E ENCH. ALLOW CONCRETE TO FILL
ENTIRE AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE O VOIDS UNDER THE PIPE BEFORE POURING ON ~ ~ F b
THE OPPOSITE SIDE OF E ENCH. POUR ENTIRE CRADLE AS ONE IJFT (VERTICALLY) PER DRAN~GS. 30"0 O-RING U
5. ALLOW CRADLE TO CURE FOR A MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS USED IN ` RCP .I.. a`.
THE VICINITY OF THE BARREL PIPE.
BARREL PIPE CRADLE MATERIAL SPECIFICATIONS
` . ~a
® TO E CONSTRUCTED OF WITH NCDOT 1500 PSI LEAN CONCRETE. 3'
CONCRETE JUNCTION BOX
m SHAPE =SQUARE Z INTERNAL DIMENSIONS = 5-FT X 5-FT I
98.5" MIN. ° {SEE NOTE ~3 UNDER OUTLET STRUCTURE `tr'u"i'rrr1r
MATERIAL SPECIFICAl10NS SHEET PD-1) Oq~a<®'®,®®®
O. 67 WASHED STONE $~Q(~a 'L.y~9 4= ENCASED IN NON-WOVEN SEAL
FILTER FABRIC (MI FI 180N 031452
OR EQIVALENT) '
TYPICAL MANHOLE RING AND TYPICAL MANHOLE RING AND `®'®,~F ®®®®"®`®®~\\~C'®®'®`
COVER PER CITY OF RALEIGH COVER PER CITY OF RALEIGH '`®,~r ,vr`~``®`® STD. 30.15 STD. 30.15
CONCRETE JUNC110N BOX / ° CONCRETE JUNCTION BOX
30° TYP. SHAPE =SQUARE ( ) ~
INTERNAL DIMENSIONS = 5-FT X 5-FT a...°. {SEE NOTE 3 UNDER OUTLET Y'~d'' ' ° ' CONTRACTOR SHALL PROVIDE ~ ' SHAPE =SQUARE ~~'~d'' ~ ~ a STEPS IN ACCORDANCE WI s ° INTERNAL DIMENSIONS = 5-FT X 5-FT Z
STRUCTURE MATERIAL SPECIFICATIONS ~f~® CITY OF RALEIGH STD. 5-28. (SEE NOTE 3 UNDER OUTLET ~
SHEET PD-1) 30" 0-RING RCP {SEE DETAIL) STEPS SHALL STRUCTURE MATERIAL SPECIFICATIONS o ' E PLACED AT 15" O.C. ' ° ~ SHEET PD-1} ~
N0. 67 WASHED STONE ~
ENCASED I NON-WOVEN b: b.' ~ W
a ® a a 4 FILTER FABRIC (I FI 180N a'' a. a ®ad a ® a.. 4®4 . d OR EQIVRLET) a' , ; N0. 67 WASHED STONE a: a ~ .
e afl' a ' ~ ' ENCASED IN NON-WOVEN a... W ' FILTER FABRIC (MIRAFI 180N ~ s ~
Q' OR EQIVALENT) ~ ~ ~ ,
~'4 ^ . ..h ~ e ® a . d'. 12.83" a. ~ ®q a a'.' ® ® e ® aa. a~d. Qq .a ° ~ m o
4 'q a d'd e 4® u~ o tl; ~ N
a d. ® ~ Q...a. a 'a G a a': ° 4
~ ~ a.~ a a.. 'a - _ - _ " a: e a 4.. q .a. a g d'® e ~ a a. a .'i \ ,
q a a a d: ~e q a 30"~ CLASS III 0-RING RCP . .~m ~ ~ ' 30"0 CLASS III ~ ~ 9.10' ~ ~
d ® e ' ' a 0-RING RCP p rc
1 d' ' 1 ' ®.a ~ e. .'d a .tr e ~ ~ e ~ e .a da (MIN.) - a ° y" a ° 4 a' ® . ' ® d: (MIN.) ;:U;:;1;71~;:;.:U;:;t,:U;:;.:Il;:;.:U;:;.:U;:;t,:1A;:;t,:U;:;.:U;:, ~ . C"~
1 MIN. a ° ` m ® a . q. a q d a q 2 FT BELOW PIPE . 30"~ CLASS III -1 W a a ' < 0-RING RCP H
a. " . 'a 'e . ® a ~ ~ ® a • c®..:d (1-FT BELOW ...,b.~. , U m ~
a° ~ a Q. CONCRETE CRADLE) N OTES•
1. TRENCH TO BE BACKFlLLED IN 5" LIFTS EN COPAC110N IS BY HAND. BACKFILL IS IN 8" LIFTS E ~
CONDUCTED BY MACHINE. MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 30"~ RCP BEFORE DRINNG OVER 4MTH HEAVY EQUIPMENT. 4 s.1 o'
2-4" PERFORATED, 'ERFORATED, 2-4" PERFORATED, U
CORRUGATED HOPE PIF -.y~...~.~ ~ . ..mm, _ T,m ADS N-12 O a vATED HDPE PIPE CORRUGATED HDPE PIPE
- - APPROVED EQUIVALENT I-12 O (ADS N-12 O ? VED EQUIVALENT) APPROVED EQUIVALENT) U
N.T.S.
~ U~® p .~fa
a
N.T.S.
NOTE ® aW
a
DISSIPATOR POOL APRON ~ O 's ~\2
30° OUTLET 11' 4°
SEC. A-A NATURAL CHANNEL
~...rv... 22° y
i t ,r ~ "
I D
w'~,. ~ ~~~A~ 45" 0.50' 22" 30°
THICKENED OR SLOPING BERM AS REQUIRED
22° TOE OPTIONAL -CONSTRUCT TO SUPPORT RIPRAP 4" SOLID BRICK {BY OTHERS) K (BY OTHERS) SHALL LAY TIGHT
SECTION IF DOWNSTREAM CHANNEL SEC. B-B NOTE. BRICK SHALL LAY 11tH INV. = 334.00 EXCAVATE TO THIS LINE AGAINST PRECAST STRUCTURE DEGRADATION IS ANTICIPATED. ~ USING BRICK TIES WI NO .AST STRUCTURE
BACKFILL IMTH RIPRAP RIP-RAP dsa= #6 EBAR PERIMETER FRAME VOID SPACE BE EN PIES WI NO 'E EN 8"0 DIP DRAIN PIPE ~ ,
CONTRACTOR SHALL CORE-DRILL ~
t 2 THE HOLE FOR E 8"0 DIP IN THE FIELD. PRECASTER SHALL
B A 4 G OMIT REINFORCEMENT I THIS '1 r
AREA
p .50' BERM AS REQUIRED NOTE -P':tm==ml====:€rts::, -::::>_-=as=m=mits===m:;;m:m-m;:>:_==ls 0.86' ~ (CENTER TO CENTER)
....::..:...::.'pRA.-_.....-._..:;. TO SUPPORT RIPRAP OF R 22 N 4" x 4° 6/6 WELDED WIRE d ¦
_ EXCAVATE TO THIS LINE, 6" MIN. WALL ® r h~
N BACKFILL WITH RIPRAP FABRIC {EACH SIDE & TOP OF THICKNESS 4" x 4" 6/6 WELDED WIRE ~ ~ ~
N o~'R wP'~ CAGE) a ~u~ CONTRACTOR SHALL SEAL THE PIPE FABRIC (EACH SIDE TOP OF a a 6' MIN. WALL 8" PLUG VALVE. THE VALVE ~ PENETRATION USING A RUBBER 800T CAGE} a. ° THICKNESS SHALL BEAM&N STYLE 820
AND STAINLESS STEEL HARDWARE X-CENTRIC VALVE OR '
0~ J 1 ~ 3 21 d APPROVED EQUAL. THIS VALVE F+ r SHALL BE I ACCORDANCE I y
HORIZ~AL SYMM ABOUT d CUL 21 ~ a ® a W1TN AWWA C-504 SEC. 5.5,
BERM AS REQUIRED AND SHALL BE OPERABLE ~ r ® FROM TOP OF OUTLET ~
G 8 TO SUPPORT RIPRAP 14° (TYP.) 2.03' ® 3" (TYP.) STRUCTURE VIA A HAND EEL. I r
D A 22" 0 0 HALF PLAN - a. . ~ '
2 LF b 8"~ DIP b 2.80'
a w a a
a NOTE: AP BASIN TD CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN ° v "
FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN a ° 2 LF 8"~ DIP
NATURAL CHANNEL BOTTOM AT SEC. A-A. a ! a ° . g g a a
d " ' 4 a 4 8" PLUG VALVE. E VALVE
4 ANCHOR DEPTH _ CONTRACTOR SHALL a as ~ , SHALL EAH STYLE 820 ° CON ACTOR SHALL SEAL THE PIPE
RIP RAP NOTES: DRILL INTO PRECAST b ~a. ' X-CENTRIC VALVE O PENETRATION USING A RUBBER BOOT ~ ENGINEER APPROVED EQUAL. a Q AND STAINLESS STEEL HARDWARE
1. FILTER CLOTH MUST BE PLACED UNDERNEATH THE RIP-RAP. EXTENDED BASE AND 2. THE PLACEMENT OF RIP-RAP SHALL BE LIMITED TO AREAS DEPICTED ON SET ANCHORS USING 8°0 DIP DRAIN PIPE 71P DRAIN PIPE THIS VALVE SHALL BE IN n
THIS SHEET. EPOXY GROUT CONTRACTOR SHALL RACTOR SHALL CORE-DRILL ACCORDANCE I AWWA
3. THE RIP-RAP MATERIAL SHALL BE CLEAN AND FREE FROM LOOSE DIRT 0.86' THE HOLE FOR THE I OR ANY POLLUTANT EXCEPT IN TRACE QUANTITIES THAT WOULD NOT CENTER TO CENTER THE FIELD. PRECASTS HOLE FOR THE 8"0 DIP I C-504 SEC. 5.5, AND SHALL 6 REBAR PERIMETER FRAME
HAVE AN ADVERSE ENVIRONMENTAL EFFECT. ( ) FIELD. PRECASTER SHALL BE OPERABLE FROM TOP OF zoaECT No. LEN-100 REINFORCEMENT IN TNIS OUTLETS UCTURE VIA A
4. THE RIP-RAP MATERIAL SHALL CONSIST OF CLEAN ROCK OR MASONRY OMIT REINFORCEMENT MATERIAL SUCH AS, BUT NOT LIMITED T0, GRANITE, MARL, OR BROKEN AREA. HANDWHEEL.
CONCRETE. 4" SOLID BRICK (BY OTHERS) NOTE: BRICK SHALL LAY TIGHT
AGAINST PRECAST STRUCTURE
USING BRICK TIES WITH NO VOID SPACE BETWEEN .scr~:° niTC
r + 7 ~r• mm r DATE: n- nc nn1 n
AL : 811 .+®.._r
N.T.S. N.T.S.
LIBEL R W11' e T RELE A ?D TOIL C' JTRUCTION

I E"
W a 4 ~
® W ~
1° THICK JOINT ° FILLER MATERIAL E~z r-
® ® ® ' Za~q
¦ ~ U
- a .a H f!) U
NOTES: Q Q
tl ' o® q ° a7~ d °d ~'H~ 1 I Z~ ~ A q 1 (FT.) D 611 * THIS PRECAST EN ALL Y BE USED FOR THE FOLL ING U F ,r a ~
q - ~ d. ~ I-"n-1 _ ~ STANDARDS: 838.21, 838.27, 838.33 AND 838.39. ~ H W ~
° a -I D C) * INSTALL PRECAST EN ALLS WITH WINGS AND PRY O O? n I ~ u v FOR IN A RDANGE WITH SPECIFICATION SECTION 838. G(,Q LL ® Z
~ * USE 4000 PSI Gi}NCRETE. E- O ~ er r t'T
d I (n^ o C Z r . I 1-D 1 IIIj * PROVIDE ALL REINFORCING STEEL WHICH MEETS AST A615 H y E
C~2~Z FOR G E 60 AND LDED WIRE FABRIC CONFORMING LL O J b 'S TO AST A185 WITH 2" MIN. CLEA CE. O ~ ~
CONCRETE I 30"m 0-RING RCP _ FDA ANTI I FLOW ~ -I o * PLACE LIFT HOLES OR PINS IN A RDANGE WITH ~ ~ ~ ~
FLOTATION e I r+ H2 H2 OSHA STAN D 1926.704. ~ H I .4 W °w
BLOCK 6„ z CSI I CSjRGp * PIPE TO BE GROUTED INTO HE ALL AT JOB SITE BY ' _ ~ ~ ~ ® W u~ H1 Hi CONTRACTOR p. ra
a * ALL ELEMENTS PRECAST TO MEET ASTM C913. ' ~
m * WELDED WIRE F RIC Y BE SUBSTITUTED FOR REBAR W ~
a n '°d~~° ~ ~.a qa - AS LONG AS THE E AREA OF STEEL IS PROVIDED. 1 ® * CH FER ALL CORNERS 1" OR HAVE A RADIUS OF 1°. ~ ~
4' ~ : ~"0 GRADE 8 d. STAINLESS STEEL m ~
. q: < d.. CONCRETE LAG n . ° a. 8" O.C.(TYP.) 6" O.C.(TYP.) w .
~ < SCREW q' < . p -REFER TO CHART REFER TO GNART , FOR BAR SIZE w qutnrq FOR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS 1 Y `1+'' r°4y
...R. ° AT 8'" CTS.THE CONTRACTOR WILL HAVE THE OPTION ®1 .~Y1 CA~~< ®®i,
1" THICK JOINT ° ' FILLER MATERIAL 12" X 4" X ~ J r I ® . , , i TO INCREASE THIS BAR SIZE AS NEEDED. , ~ /
z` ® GALVANIZED STEEL r a m as ? ° QQ yy `;p
STRAP (4 PER m i Z ~ " ' ' - : ~ SEAL r
RISER JOINT) 1 ~ w 031452
° a 3.0" _ w2
a.. -I = J FT. MINIMUM I.1 X. MI.IMAX. MIN.! U(. IN.I MIN./MAX. '.,®F~~.''Y•...••~,~G®®®.`
C L'11 PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 h ry~ t Irj4``d'
° w ~ ;I ~L a 1.0 #5 @ 8" 1.2512.00 2.0013.75 1.2511.75 3.OOI3.75 5.5016.00~~ ,
1.25 5 @ 8" 1.25/2.00 3.0013.75 1.2512.00 3.50(3.75 6.50/6.75 u 1.50 5 @ 1.25/2.00 3.0014.25 1.5012.50 3.50(3.75 6.50/6.75 E- E-
0 ~ O RING RCP N.T.S. H L ~ J«
~ FLO " W q ` ' m N 2.0 5 @ 8" 1.5012.50 4.0014.75 1.7512.50 4.0014.25 7.50(8.25 ~
,2.~ 0 d ' ~ ~ d d. ~ a.. i . D 2.5 5 @ 8" 2.5013.50....4.00/6.00 2.0013.00 4.5015.50 10.00111.50 ) ~ w ~
°G . ° q 'm / rn ~ 3.0 #5 @ 8" 3.0013.50 5.0016.00 2.75/3.50 5.2515.75 11.50111.75 J t® t7 °
d f ~ ,o C'3 ~~l \ ~,~yQ ~ 3.5 5 @ 8" 3.2514.50 6.0016.75 3.25/3.50 6.00/6.75 12.00113.25 ~
q J. ° tr, d'' ° C' ~ 4 ' to ® I~~ 4.0 5 @ 8" 3.5014.50 6.5017.00 3.2513.50 6.5016.75 13.00113.25 _ a
4.5 5 @ 8" 4.0015.00 6.5018.50 3.2514.00 7.0019.25 13.50115.75 W
° . 5.0 5 @ 8" 4.5015.00 7.0018.50 3.2514.00 7.2519.25 13.75115.75 W
® ° a d 5.5 5 @ 8" 4.50/5.00 7.5018.50 3.2514.00 7.2519.25 14.00115.75 UI N
u q. ~ a '4. 6.0 #5 @ 8" 4.5015.00 7.501$.50 3.2514.00 7.75(9.25 14.75116.75 i~
' ~ a' m r~ i 4 U2 0
a '0~ SHEET 1 aF 1 < ' °q SHEET 1 OF 1
dada' II ¦
1" THICK JOINT CONCRETE FILLER MATERIAL
ANTI-FLOTATION ~ .~~n;I,. mT .'TT~~r_-~, r'_• ~ m-mmm~ - - ,~,~~r r r~~, C"J~-
BLOCK ' it
N.T.S.
r~ F~ U C12

N.T.S. W ~
U ~A
U
H
~ ~ p .e~
\ "
q~ ^M a ® a
~ O 's C~1
. p: i 's ~ -u:
~ „ _
~ v,-- I
_ _ '~S i~,_, I.
JB~ SW3 - SPUTTER BOX j v_ ~ , ~ , SHAPE =SQUARE i ENDWALL PER ' NCDOT S NCDOT CLASS "B" RIPRAP
- - ' ~ - INTERNAL DIMENSIONS = 5-FT X 5-FT _ ~ , , (SEE DETAIL) 12'L x 10'W x 22" THICK
, 21" X 21" X PRECAST CONCRETE JUNCTION BOX ~ ~ ~ ~t ~ ~ ~ . NOTE TO CONTRACTOR: . GALVANIZED STEEL ~ i
„ INTERNAL DIAMETER = 5-FT ~ ' THE TRASH GUARD FOR THE 2 0 ~ ~ ORIFICE PLATE RIM ELEV = 341.00 ~i ~ ~ ' 15" RGP
ORIFICE PLATE IS NOT SHOWN ON THIS - ~ DETAIL FOR CLARITY. A TRASH GUARD , A A
~ I SHALL BE PRONDED PER VDOT STD, ,
_ ~ ~ „ • 116,05 • ' r
- . - , ' 10' 4
30'~
0-RING RCP _ - ~ _ , , a
I 3.5' WIDE (MIN.) F
i i 15"~ 0-RING RCP ~ ~
(TO CONCRETE LEVEL ENDWALL PER 12' .
SPREADER} - ~ . i GDOT S ' (SEE DETAIL) PLAN
;I ~ - _.,i
. - - , - -
, r _ ~ r~ (4) "x4"GRADE 8 ~ , Q A R
STAINLESS STEEL l , 30" RCP
ADHESIVE BOLTS, • INV. IN 30°0 0-RING RCP = 334.35 ~ SELF LOCKING HEX ( ) ~ ~ I III III III=1 I ~ I(-~ I I I ~ I_I I 22° LAYER OF GLASS ~
, . NUTS, FLAT ~ . ~ - - - =III III- ~ ~ ~ ~ "B" RIPRAP ~ • • e 4
WASHERS i, -III III III- _ I - = - 4° FILTER BLANKET III ,I 11-1 I I III-1 I I~ I _ I ~ ~ r
~ j
- ~ . SECTION A-A ' NOTE: FILTER BLANKET
~ _ ~ \ e
r, ~ ~ ~ A LTER BLANKET IS TO E INSTALLED BETWEEN (SEE NOTE) THE RIPRAP AND SOIL FOUNDATION. E LTER
_ 30"~ 0-RING RCP ~ _ BLANKET WILL CONSIST OF A MINIMUM 4° THICK •
(BYPASS PIPE TO RIPRAP ~ ~ ~i~ ~ _ . ~ ~ ~ ~ `.,,I~~ LAYER OF STONE (NCDOT 57) UNDERLAIN WITH
VELOCITY DISSIPATOR I ' - - ~ ~ _ 1 _ _ _ ~ ~ I' ~ MIRAFI FILTER WEAVE 700 OR APPROVED EgUIVALET
,
1~,~ _ I i
- 2" 0 ORICEf15° 0-RING RCP „ p INV. OUT (30 ~ 0-RING RCP) = 334.25 INVERT - EL. 332.25 _ , i
(EQUAL TO BOTTOM OF SPUTTER BOX} r ` ~r ~ ~I
- N.T.S.
; ~ ~ 1 . ; ' ' ~ - °~oaECT No. LEN-100
N.T.S. 's v . _
- - _ ~ ,
sc~,E:,, „niTC
r "
N.T.S. DATE: n-7 n~ nn7 n

23' CONCRETE LEVEL SPREADER I E''
I i ' ' j ~ ' ' ' ~ j/ j/ i / 1 ~ i~ ~ ~ i ~ I I
rv.. I , ~ ~ ~ i ~ W ~ NOTE: FLOW EXITING E 12' 6-FOOT WIDE (1-FOOT DEEP) ~
1 ~ ! / I r 1 f 1 i' ~ ~ ~ ~ i 1 i 1 I C CONCRETE LEVEL SPREADER FLOWS RU THE 50-FT UNDISTURBED TRIANGULAR CHANNEL 0.00 + 'y
I ~ , ~ I / l ~ ~ I ~ NEUSE STREAM BUFFER r,. SLOPE LINED W1TH LANDLOK TURF REINFORCEMENT MATTING 450 E rs o
I I ~ ~ i 1 I ~ ~ ~ / / i / / (EXISTING VEGETATION) t, E ~ z 0 w
1 ~ I~ ~ 1 , t I % r~ I a~~ a
i 1 } ! I~ I ~ VELOCI~`( DISSI~ATOR PLUNGE POpL 1 ~ ~ I I I , / ~ ~ ~ 3-FOOT WIDE LAYEI SOOT WIDE LAYER OF ,~57 STONE {3) 4 KEBABS CONTINUOUS ® ¦
~ ~ I ~ i NCpOT C SS B RIPF~AP ~ ~ I ~ ~ j ! 15"L X 1 'W X ,~2° HICK ~ ~ << ~ {4-INCHES DEEP) l INCHES DEEP) UNDERLAIN WITH `.1.t 4 REBAR 18" O.C. ~
~ I I II ~ ~ ~ / T i I ~ ~ FILTER FABRIC I I I I ~ D5Oi = 8 ~ ~ ~ ~ r ~ ~R FABRIC
1 C I I' ~ ' ~ SEE DETAIL HEET~PD- ~ ' ~ 1. ( l , ~ ~ ~ ( ~ ~ ~ ~
~ 1 I ~ 1 i ~ l' i ~ i% ~ ~ ~ e- . y a a v
I t ..y I ~ u v
_ ~ ~ ~ / 1 ~i 1 ~ j 123 FT CONCRETE ~ / / , ~ ~sa ~ .q 8a a ~ N
/ 1 I ~ ~ ~ / / I 1 j f 1 I ~ LEVEL SP EADER i ~ ~
1 j ~ j ~ ~ I BLI D SW31LE ; ; ~ ~ ~ / ~ 1' ~ I TC WAkL = ~ ~ ~ ~ rv ~ ~ REINFORCEI REINFORCED CONCRETE FOOTING CONCRETE 4" 24" ~ r „
/ I ~ i I ~ / l _._.-ti 1 ~ I i r ~ ~ 3 ~ 2.0 ~ ~ ~.--r~-
I ~ J j ~ (SEE ETAIL~ , r' ~ ~ i ~ p 1..- CHANNEL SHALL E LINED WITH m LEVEL SPREADER 2° DEEP LADLOK TURF REINFORCEMENT I ~ cWn ~
3" CONCRETE LIP STUBBED MATTING 450 AND SEEDED PER CONTINUOUS KEYWAY _ ,I ® ~
1 I l ~ I --;i'" 1 ~ i i m A8 ~ j ~ ~ ~ ~ m ABOVE GRADE (TOP = EL. 332} SEEDING SCHEDULE (LINING SHALL ~ E INSTALLED PER I W ~
~ I l ~ l ~ ~ MANUFACTURER'S SPECIFICATIONS332 FOOTING DETAIL ~ ! ~
I , ~ ~ 1 „ m m j I I i ~ l I rc 6'
~ t i l ~ / ~ 1 i ` GENERAL NOTES:
I ~ 1 j ~ ~ ~ ~ - - j ~ i. w f ~ - - 1 17 ~ ~ .r-r ~ I N Uy R I - - _ w..
- - - I i 18° _ 12° 1. CONSTRUCT CONCRETE LEVEL SPREADER LIP ON A _ = 8° (TYP) ry® 1 1 ~ ~ ZERO PERCENT GRADE TO ENSURE UNIFORM SPREADING +``+"""ur,r
i 1,, ( ~ i ~ ~ ~ ~ _ 1;:°..4 3 . ' 3, i i i EL. 331 OF FLOW. ®`®®.+`~',~~®•CAt~C<%
i ~ ~ ~ ~ ~ I ~ 1 - - c _ 2. LEVEL SPREADER SHOULD BE CONSTRUCTED O ® CONCRETE WALL -III--~ i i- ®'p: OF~'S$lOrj,'.Lp
t ~ - - ~ ~ i i ~ ~ l ~ I I ~ _ _ _ _ _ _ ' UNDISTURBED SOIL, AND NOT O FILL. ;Q4 p
,1 ~ ~ ~ ~ ~ ( ' ( ~I ~ V~LOCIT DIS~IPATQR~R~RAP'FOR AY ~ ~ ~ % ~ ~ i i- ,j ' - - SEAL r 3. THE TRIANGULAR CHANNEL SHOULD BE CONSTRUCTED ~ 031452
I ~ ~ ~ ~ NCp~T CLASS 1B' R RAP/ I ~ REINFORCED CO 1 l 1 1 ~ ~ i REINFORCED CONCRETE FOOTING _ ~ - _ UNDISTURBED EARTH ON A ZERO PERCENT GRADE. ~-I -III- - 24" - ~ ~ V . ~rM
~ i 12'L X ~'W k 22" THICE~ i Y i 1 ~ 1 1 i I ~ DSa=a - I I- _I = 4. THE TRIANGULAR CHANNEL SHOULD BE LINED 4MTN '.,t~• crNE• U~`®•`
~ ~ ~ 1 1 sf=E o TAIL `SHE Po ~ ~ ~ ~ 1 I ( i l - ~ i~ l ~ ~ ; ~ i ~ CROSS-SECTION LANDLOK TURF REINFORCEMENT MATTING 45O OR '®®,~F~y®®®•®~,~'®®®®
1 1 / 1 ~ 1 ' ~ ~ ~ ~ ~ ~ ~ ~ i ~ ENGINEER APPROVED EQUIVALENT. THE TR MATTING '''o,+,n'u+``+'' SHOULD E ANCHORED /INSTALLED PER THE
~ ! I G ~ ~ % i 1 t i j ~ ~ ~ ~ r
LEVEL SPREADER r , l :VEL SPREADER CONSTRUCTION SEQUENCE MANUFACTURER'S SPECIFICATIONS.
. 1 ~ ~ l ~ ~ ~ ~ f i , ~ i ~ ~ 1. USING A SMA~ USING A SMALL EXCAVATOR OR BACK HOE, DIG A RECTANGULAR HOLE TO THE DESIGN DEPTH OF THE 5. THE 3-INCH LAYER OF 57 STONE SHALL BE ( ) UNDERLAIN WITH MIRAFI FILTERWEAVE 400 OR ENGINEER
j ~ ~ ~ / ~ ~ I TRIANGULAR C 1 / ~ ) ~ E STING 1OO~1R 1 ~ ~ I I i ~ BE CONSTRUC TRIANGULAR CHANNEL AND THE LEVEL SPREADER. PLEASE NOTE, WHEN POSSIBLE, THE LEVEL SPREADER SHALL APPROVED EQUIVALENT. ~ BE CONSTRUCTED ON UNDISTURBED EARTH. IF NOT, ANY BACKFILL SHALL BE PER SPECIFICATIONS LISTED IN W
I ! j ~ II ~ ~ FLOODPLAIN (T~'P.} j ~ ~ , ~ THE SECTION THE SECTION TITLED "BERM SOIL & COMPACTION SPECIFICATIONS°' AND REQUIREMENTS OF THE ON-SITE ~
i ~ J J 1 ~ I ~ ~ GEOTECHNICAL 1 j ~ i i GEQTECHNICAL ENGINEER. °
/ I ~ I / ~ , t 1 ~ 1 ~ ~ ~ j ~ z. AssuMING THE rv 1 I j ASSUMING THE CONCRETE FOR THE LEVEL SPREADER IS CAST-IN-PLACE, CONSTRUCT THE NECESSARY
~ ~ ~ ~ + ~ ~ 50 F ~ NEU E FORMWORK EP 1 ~ i , , J FORMWORK, ENSURING THE TOP OF THE FORMWORK IS LEVEL AND 3-INCHES HIGHER THAN THE GROUND W
~ j ( I j ~ IRIVE STR AM r DOWNSLOPE. F ~ ~ ' I i ~ ~UFFE TYP. - EXCAVATED AI DOWNSLOPE. PLEASE NOTE THE LEVEL SPREADER SHALL BE PLACED AT THE FAR DONSLOPE END OF THE a EXCAVATED AREA. N
1 1 ~ h ~ ~ 1 ~ ( GRAPHIC SCALE 1 / ~ ~ ~ ~ SNAD~D AR AS) ~ ~ 20 0 ~a zo ao 1
1 ( 1 ~ ~ ~ ~ ~ ~ ~ ~ i_ _ i ~ i ~ 3. POUR CONCRE j i ~ ~ ~ ~ I ~ ~ 1 I t ~ ~ ~ ~ } {oR sIMILAR) POUR CONCRETE FOR THE LEVEL SPREADER ENSURING THE TOP SURFACE IS LEVEL USING A WOODEN DOWEL ~ {OR SIMILAR) TO SCREED EXCESS CONCRETE FROM ABOVE THE TOP OF THE FORMWORK. ALLOW THE CONCRETE N
l t I~ i ~ ~ I ~ I I 1 i ~ ~ ~ ~ i ~ ~ 1 inch - 24 ft. TO CURE FOR i 1' ~ I ' } TO CURE FOR A MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS USED IN THE VICINITY ,
~ ~ ~ I I' ~ ~ ~ ~ ~ ~ i I ~ ~ OF THE LEVEL ~ ~ ~ ~ m OF THE LEVEL SPREADER.
' ~ I ~ I ~ I i 1 1 " ` \ 4. IF THE UNDER IF THE UNDERLYING SOIL IS POORLY DRAINED, INSTALL AN UNDERDRAIN UPSLOPE OF THE LEVEL SPREADER TO "
DRAIN THE TR DRAIN THE TRIANGULAR SWALE. PLACE BACKFILL AROUND THE LEVEL SPREADER AND THEN SOD THE
TRIANGULAR c TRIANGULAR SALE.
5. AFTER SOD IS AFTER SOD IS PLANTED, KEEP THE TOP 1.5-INCHES OF THE SOIL MOIST, ICH MAY REQUIRE LIGHT WATERING
SEVERAL 11ME' SEVERAL 11MES A WEEK FOR 7 TO 21 DAYS. ~
LEVEL SPREADER :VEL SPREADER MATERIAL SPECIFICAl10NS W to
• TO BE CONSTF F~ TO BE CONSTRUCTED OF WITH NCDOT 1500 PSI LEAN CONCRETE. ' U ~
W U]e~
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N.T.S. ~ U~
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_ . . °~oaECT No. LEN-100
4
I I ~ ,
F~
I
~ykj fl _ _ , ~ ~ ~ ~ ~ ~ ' c ~ A CALE RITC
T , ~ -
VAN [A
SECTON C --I DATE: n-7 1R nn7 n

i \ ~ ° cu
~ G

~ ~ Ey~Z ~ 0 i ~ ~ ~ ~ W ~ cs q
182 IV IRIS VIRGINIANA BLUE FLAG IRIS QUART 24" O.C. i , / ~ .r
~ k-I ~ ~ z
x
- .
180 + PC PONTEDERIA CORDATA PICKEREL WEED BARE ROOT/ PLUG 24" O.G. rz A ~ / ~ I ~ wx~~
i % 1-...r ai p" ~ W ~
257 PV PEL ANDRA VIRGIICA ARROW ARUM BARE ROOT PLUG 24" O.C. ' i ~ ~ / ~ fly C~.h m v
/ / ~
_ - ~J 0
146 JE JUNCUS EFFESUS SOFT RUSH = = BARE ROOT PLUG 24" 0°C° ~ r - ~ z x
/
r r ~ ~ ~ I w°~ ~ ,r ~ ~
L i r 207 SV SCRIPUS VALIDUS SOFT-STEM BULRUSH BARE ROOT PLUG 24" O.C. ~ ~ ~ / ~ ~ _ ~ 0.i ~
L / r
~ r ~ / ~ ~ / / ~ ~ ~ PP / ~ ~ d ~ \ / W co
/ / 174 ZA ZIZANIA AQUATIGA WILD RICE BARE ROOT/ PLUG 24" O.C. i
i i ~ r i~ ~ S ~ ~ ~ ~ / / \ l-,
/ / ,
i ~ i 215 VA VALISNARIA AMERICANA WILD CELERY BARE ROOT/ PLUG 24 O.C. ~ / / , -1- -1- ~ ~ i ~ ~ \ , ~ ~ ~ I { ~
~r ~ Q~,+ ~ I \ I I ~ ~~a~tlp FAA III---~ , ~ ~ / : ~"4 ~ ~ ~ e ?',r pr~N~~~~.
r r /I `
24" O.C. ~ l 143 PP POTAMOGETON PECTINATUS POND WEED BARE ROOT PLUG ;~r % / + / ~ + 'r 1 1 ~ ~ it ~ I d _
~ + \ } I n(
i + ! / ~ r
~ +

i i l e i ~ il{ 14
~ - ~ ~ ~i 11 111 1 ~ ~ ~ ~ i
i TEMPORARY SEEDING SCHEDULE i ~ ~ 1
- 1 11 t ~ ~ % i j 1 1 1 I
SEEDING DATE SEEDING MIXTURE APPLICATION RATE ~ f 1 11 1 i ~ ~ r ~ ~ 1 i.t j 1 1 ( / I I ~ i
~ i / I; ~r
~I - JAN 1 -MAY 1 RYE (GRAIN) 120 LBS/AC / 1 11 it 1 ~ ~ ' ~ ~ ~ ~ ~
KOBE LESPEDEZA 50 LSfAC -
y - 11 11 1 ' ~ I ~ ! ~ i ~ ~
MAY 1 -AUG 15 GERMAN MILLET 40 LBS jAC ~ ~ ~ 1 11 -o , J 1 11 l ~ ~ i
i I AUG 15 -DEC 30 RYE (GRAIN) 120 LBS AC i / i 1` J ` ~ ~ 11 I I ~ ; ~
j~ i U
i ~ p~ SOIL AMENDMENTS i ~ c~ 1 I l ~ L t ~ r
i ~ tCs FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND ~
AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER {FROM AUG ~ + i~ if l ~ ~ I ~ ~ r, ~ i I ~ i
15 -DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 L/AC). i
MULCH ~ ~ +
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, i ~ ~ _ , ~ i 1 1 ~ r./ i { i ~ O
OR A MULCH ANCHORING TOOL. A DISK 4MTH BLADES SET NEARLY STRAIGHT CAN / + BE USED AS A MULCH ANCHORING TOOL. ~ / f ~ ~ ~ ~ ~
t ~ ~ / j ~ ~ ~ , F i t`
MAINTENANCE ' I i j 1
JAN 1 -AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY ' !
FOLLOWING EROSION OR OTHER DAMAGE. ~ ` ~ 0 - - - ~ it f ~ -t-- ~ r~ ~ .r ~ I j~ ~ ~ y H
/ ~ ~ i ~ ~ ~ ~ U O ~ , ~ i
AUG 15 -DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. .~r~... `
TOP DRESS WITH 50 LB AC OF NITROGEN IN MARCH, ' 1 IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND 1 ~I ~ ~ ~ ; Q' a U
JUNE 15, OVERSEER WiTN 50 LB/AC KOBE LESPEDEZA I
LATE FEBRUARY OR EARLY MARCH. 1 ~ ~ ~ i / U
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY E DATE IS NOT CORRECT TO USE ~ { ' 1 i ~ J i ~ ~ ~ ~ ~ ~ ~ ~~O
THE PERMANENT SEEDING SCHEDULE. ' i' ~l ~ ~ ~ ~ ~ ~
i ~ % 1 ij ~ ~ I ~ I ~ ~ ~ ~ 1 ~ ~ ~ ~ aA~
I
i l ~ a ~ ~ w ~
I ~ ~ 4 ~ 1 { ! ~ ~ ' ~
SEEDING DATE SEEDING MIXTURE APPLICA110N RATE ~
r AUG 25 -OCT. (BEST} TALL FESCUE 200 LBS/AC
FEB. -APR 15 (POSSIBLE) ~ ~ ~
1 SOIL AMENDMENTS ~ ~ ~ l ~ '1 ~ ~
/ ~ APPLY IJME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4000 LB/ACRE i t '1 1 / ~ ~ ~ ~ r ~ ~
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. S
MULCH ~
APPLY 4000 LB/AC STRAW. ANCHORS AW BY TACKING 'MTN ASPHALT, NE NG, - ~ l I ~ I
OR AULCH ANCHORING TOOL. A DISK WITIi BLADES SET NEARLY STRAIGHT CAN ~ ~ ~ ! , I.
BE USED AS A MULCH ANCHORING TOOL. ~ I I ; f
MAINTENANCE ~ ~ ~ - ~ i ~ ~ ~ I ~ d - j l• ~ i' I f
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE I LATE WINTER OF THE ~ i = ~ 1 ~ 1 ~
FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW ' ~ REGULARLY TO A HEIGHT OF 2-4 INCHES. ~ ~ ~ u
NURSE PLANTS ~ ~ / _ ~ I I I ,
i BETWEEN MAY 1 AND AUG. 15, ADD 15 L/ACRE SUDANGRASS OR 10 LB/ACRE , ~ 1 ~ ~ ~ ~
GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). - ~ ~ { ~ I ;r h~ / i•
~ ~ i ~ i
• PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE DAM, AND { ) INTERIOR SLOPES OF THE DAM FILL EMBANKMENT TO NORMAL POOL ELEVATION. I i 1 i I
i '
/ ~ +5 + C I ~
~ ~ 9 pal- ~ ~ ( i ~ f ~ \ ~ I, I I.
I
SEEDBED PRE ~ ~C -11
1° CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP ~I ~
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. - ~ ~ ~ ~ ~
I I l~ .I
2. RIP E EN11RE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOSE ROCK ROOTS AND OTHER OBSTRUC110NS , , ' \ ~ GRAPHIC SCALE
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. i i ~ i ~ 20 0 10 20 46 ~ r
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ~ I I I I I ~ - - ~ ~ I I ~
UNIFORMLY AND MIX I SOIL (SEE BELOW*). I I, 1 inch = 20 ft. ~ ~
5. CONTINUE TILLAGE UNTIL AELL-PULVERIZED, FIRM REASONABLY ~ ~ ~ ~ j
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. y
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER ' ~ ~ Sf,~~~-~--1--- - P,~~_.. ~L~_l~;~C~ PLAN
1"=20' zoaEOT No. LEN-10(
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS I IN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD E OVER 60~ DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES. SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. scn~: ~"-~n'
V. UUNSULI UUNSLKVAIIUN INSHL(:IUK UN MAINILNANUL
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. DATE: n-7 1 z 7n9 n
i
LIBEL R W11' e T RELE A ?D TOIL C' JTRUCTION

a
N z
-i
® ' z ~ ,
~ Fez
1) PERMANENT SOIL STABILIZATION SHALL E APPLIED TO DENUDED AREAS 4) CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ' '~I ~ ~
WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. q OF SITE. MPOARY SOIL STABILIZATION SHALL E APPLIED WITHIN ¦ ~ z v
SEVEN DAYS OF DISTURBANCE TO DENUDED AREAS THAT MAY NOT BE AT 5) THE CON ACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" ''-j x
FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER (1-800-632-4444) AT LEAST 48 HOURS BEFORE BEGINNING ANY THAN 30 DAYS. PERMANENT STABILIZAl10N SHALL BE APPLIED TO AREAS EXCAVATION OR UTILITY WORK TO NAVE EXISTING Ul1LI11ES LOCATED. ~ ~ U
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. ~ ~ a
6) EROSION AND SEDIMENT CON OL PRACTICES SHALL BE MAINTAINED, a
2) ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES ICH ARE NOT TO SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ~ E PAVED, SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED ENTER STORM DRAINAGE FACILITIES. v
IN ACCORDANCE I ~ ® Z ~ ~
A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR 7) PROPERTIES AND RIGHT-OF-WAY ADJOINING E SITE SHALL BE KEPT ~ EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL CLEAN OF MUD OR SILT CARRIED FROM E SITE BY VEHICULAR a ®
ESTABLISHMENT. TRAFFIC OR RUNOFF. ANY MUD OR SILT AT THAT INADVERTENTLY 'H
B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 GETS INTO ADJOINING PROPERTIES OR RIGHT-OF-WAY SHALL E ~ 4
SQUARE FOOT. REMOVED IMMEDIATELY. ~ C. VARIETIES TO E SEEDED: W cry
1. SPRING SEEDING -MARCH 1 -APRIL 30; SPRING OATS 8 ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE ~
2.5 LBS. PER 1,000 SQUARE FOOT. ) VIA THE CONSTRUCTION EN ANCES. ~ ~ ¦ 2. SUMMER SEEDING -MAY 1 -AUGUST 1; WEEPING LOVE
GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 9) EXCAVATED MA RIAL FROM ENCES SHALL E PLACED O THE W
BUSHEL OF SAWDUST FOR UNIFORM SEEDING. UPGRADE SIDE OF E TRENCH TO ALLOW MATERIAL TO ERODE INTO THE ~ W ~
3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL TRENCH. CONSTRUC110N MAINTENANCE AND REMOVAL OF ALL EROSION Z m SEEDING WILL E MULCHED. CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR
UNLESS OTHER4M5E NOTED.
3) CITY ENGINEER AND OTHER APPLICABLE AGENCIES SHALL MAKE A s CONTINUING REVIEW AND EVALUATION OF E ME OD USED FOR THE 10) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN CONSTRUC110 IS ACRES.
APPROVED EROSION AND SEDIMENT CON OL PLAN MAY BE AMENDED 11) ALL ROOF LEADERS SHALL TIE INTO STORM DRAINAGE SYSTEM. SEE r~~, Y THE APPROVING AUTHORITY IF ON SITE INSPECTION INDICATES ARCHITECTURAL PLANS FOR ACTUAL ROOF LEADER LOCAl10NS. i` ` i ~
AT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE I ROOF DRAINS SHALL BE INSTALLED ACCORDINGLY. ' m'
CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF „ti. "~,°•.f
CHANGED CIRCUMSTANCES, THE APPROVED PLAN CANNOT BE ° _ CARRIED OUT. ~ ~ ~
1 0 • % 1 f., r°
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SEDIMENT TRAP SUMMARY TABLE
SEDIMENT TRAP ID 5T-1 ST-2 ST-3 ST-4 5T-5 ST-6 ST-7
Q10 (OFS) 4.0 cfs 36.1 cfs 34.8 cfs 34.7 cfs 14.8 cfs 32.8 cfs 15.9 cfs
Bottom Length 26 160 154 154 78 150 175
Bottom Width 12 44 44 44 28 42 60
Sediment Depth 3.5000 3.5 3.5 3.5 3.5 3.5 3.5
Freeboard (from Sediment depth) 1.5000 1.5 1.5 1.5 1.5 1.5 1.5
Depth to Crest of Spillway 3.5000 3.5 3.5 3.5 3.5 3.5 3.5
Side Slopes1 3.0 H:1V 3.0 H.1V 3.0 H:1V 3.0 H:1V 3.0 H.1V 3.0 H:1V 3.0 H:1V
Spillway Length 10 35 35 34 15 36 14
Height of Berm 5 5 5 5 5 5 14 r..~
Top of Trap Length 56 190 184 184 108 180 N/A
Top of Trap Width 42 74 74 74 58 72 N/A ~j a
Storage Volume Required 1998 18000 17352 17316 7362 16362 7902 G,:$
Storage Volume ProJtl. 2980 32560 31430 31430 12000 29530 45840
Sediment Surface Area Req°d 1300 11730 11310 11290 4800 10670 5150 O
Sediment Surface Area Prov'd 1550 11770 11380 11380 4850 10770 15880 O
Drainage Area (AC.} 1.11 10.0 9.64 9.62 4.09 9.09 4.39 W
Disturbed Area (AC.) 1.11 10.0 9.64 9.62 4.09 9.09 4.39 ~ rE-r ~
Trap ID Drawdown Skimmer Type(s) ~ ~
ST-1 2 DAYS 1 - 2 inch Skimmers with a(n) 2.00 inch orifice ~
U1 ra ST-2 2 DAYS 1 - 4 inch Skimmers with a(n) 4.00 inch orifice Q; Q
ST-3 2 DAYS 1 - 4 inch Skimmers with a(n) 3.75 inch orifice ~ a ~
ST-4 2 DAYS 1 - 4 inch Skimmers with a(n) 3.75 inch orifice E U
ST-5 2 DAYS 1 - 3 inch Skimmers with a(n) 2.50 inch orifice H
ST-6 2 DAYS 1 - 4 inch Skimmers with a(n) 3.75 inch arifice H U
ST-7 2 DAYS 1 - 5 inch Skimmers with a(n) 4.25 inch arifice O z
Notes: \ "
1. Side slopes pertain only far the vertiaal height from the base to the top of berm, ' W
2H.1V above that. ni i-1 W W
2. See details regarding skimmer design specificatians ~ ra 3. See details on silt fence baffle spacing.
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UTILITY INSTAL TIOS D OTHER PUBLIC ~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
RAMPS ARE TO CONSTRUCTED ON ALL STREETS
AS SPECIFIED Y CITY CODE. THESE FACILITIES HAVE BEEN APPROVED Y THE CITY OF RALEIGH
AND SHALL E SO INSTALLED UNLESS A CHANGE
IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ~xoaECT No. LEN-1
SANITARY SEWER EASEMENTS ARE TO RECORDED r11' Et
PRIOR TO FINAL ACCEPTANCE.
DE, TRANSPORTATION SERVICES
,~Rare~~ DY: Sf~
T1TTTIT T/'~ TTTTT TTTT(T
rUDL14 U11L111P7 SCALE: N.T.S.
CONSERVATION ENGINEER 07-26-1
Sxl PLANNING
4c ADAMS
F--l- `L T - N-T RELEASED FO- ~T_~J'"][1 I

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i J,, ~ ~ ~ ~ - ~ TEE CONSERVATION AREAS a N ~
1 ~ .rc ---svm.,~ rs
~ 1 f j / :PRIMARY TREE CONSERVATION AREA a Z Q
I i ~f~ j ~ i , 20' WIDE NEUSE RIPARIAN BUFF ~ ER ~ ~ ~ j ~ ;ZONE 2 AND AREAS HAVING 45% OR w
, i~ i f i . i s ~ ~ ~ GREATER SLOPES ~ ~ ~ ~ ~ z
i F ~ i
i , i i rv ~ ~ , ~ ~ ; ~ ~ ~ ~ PRIMARY TREE CONSERVATION '~~-I n ~ z
~ ~ AREA 7 WIDE NATURAL ~ ~ ~
~ ~ ~ f-- 1 I ~ j i j PROTECTIVE YARD (MP-2-2005) ~ 0
/ / ~ Fr ~Y , ~ ~ , ~ , i i ~ j ~ ~j ~ ~ ~ ~
/ i ~ $KIM~IER EWATER~ ~ DEVICE i ,i j ~ ~ ~ ~ W ~
w a ~ ~ ~ ~ ~ (SEE SU MAR'Y TAB."~; F SIZE) ~ r ~ ~ , ' SILI ~ + , i ~ . 1 ~ ~ ~ ~ I SILT FENCE ~ ALTERNATE COMPLIANCE SECONDARY ~ a ~ ~
~ ~ ~ / \ ~ ~ ~ " ' ~ ICOMBINATXON~ SILT , / , `1'~ A BAFFLES (TrP.} ~ FENC,E/TRE~ PRO~ECtic TREE CONSERVATION AREA - 65 ~ ~ z
/ ! ~ / ~ ~ ~),i ~ ~ 1 I / ' gp 9 i ~5F ~ f1FENCE sTr~p.}' ~ - PERIMETER YARD a ~
~ ~ . 1 m ~
l ~ ~ ~ ~ ~r TEMPO~u~aR~° ~ i ~ I' ~ ~ ~ ~ .r l j i SLOPE DRf jj x`
i ~ / ~ / ~ " l ~ i~
7 i ~ ~ SF / ! l I j J 1~, ~ ear
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a ~ ~ ""'ii i I I _ f _ ~ _ Y ~ I III' SILT FENCE OUTLET w I ~ ~ ~ ~ ~ °I a o
F P. I ~ ~ 1 1 ~ ~ ~ m ~ ~ I z
~ , \ .v''"~ .o% ~ ~ 'r ~ 1 ' ~ INLET PROTECTION ~
i < I ~ ~ ~ ~ ~ SF
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' ~ ~ ~ ~ ~ ~ ~ ~ ~ TEMPORARY DNERSJ~,! ~ i ~ - - ~i' ~ , DITCH~BERM (TYP.} ~ ~ ~ ~ ~ ~ I ~ ~ ~tREE PROTECTI~N~ ~ ~ , ~ FILTER BERM ~ti.
l % I / / i I 1 ' ~ 1 i F]£N~E/(TYP.} ~ ~ ~ i 'Rr
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / / ' ~ / _ u'/ ~----s~~ ~ ~ ~ ~ ~ r t~l ~ _ CHECK DAM ~'~i~~~~~" ~,1 ~ I I ~ ! ~ _ " r,, ~
/ / l 1 ~ ~ ~ I ~ ~ ~ SILY FENC£ ! ~ i ~
~ ~1 ~ i ~ _ BAFFLFS~(TYP,}' ~ ~ ~SEE~SUMMARY TABLE} / ~q i ~p~ ~ l I ~ ~ ~ ~ ~ ~ ~ 1~ ~ -SF-SF-SF- SILT FENCE ~ ,~~~rti ' I ~ I ~ i ~ I ~
i / ~ / C ~ WATER D ERSIDN ~ , ~ / ~ / ~ ~ r I / DIT~ H BERM { ~ / SKIMMER AEWATERING DEVICE ,c / / ~ / f ~ ~ ~ I ' ~ I I i ~ ~ ~ ~ ~ -SF(TP -SF(TP- COMBINATION SILT FENCEfTREE f ~ ' , I I .ti
i~ I ~ ! ~ SEET~OMMARY TABLE FOR,S~Z / ~ / ( ~ / ~ ~ ~ ~ ~ ~ PROTECTION FENCE G, ;
~ ~ f i~ / i~ ~ ~ ~ ~ J / ~ ' ~ i ~ ~ ' I I I ~ ~ i ~ I -TP-TP-TP- TREE PROTECTION ~ y~ p0 gyp` i I
r ~ ~ ~ , ~ ' 'ST-7 I j i I I j ~ LIMITS OF DISTURBANCE (EE NO } S TE I
~ ~ / ~ ' (SEE SUMMARY TABLE) `,m, i ~ ~ ~ ~ I ~ ~ r
i I ~ ! l ~ WOODED AREA I III ~
~ ~ ~ ~ ! ~ SEf,(3b1'LET RISER ' ~ r ~ I ~ I ~ ~ DIVERSION DITCH
i-, ~ 1 ' ~ Q~ ~ ~ ~ TEMPORARILY AT ~ i 1 ! ~ / / ~ ~ I ' ~ ~ ~ ~ ~ t / / ELEVATION 362.00 1 1 ~ ~ ~ ~ ~ ~ ~ I ~ a Q a a o0 I ,,Q i 1 4 0 0 0
I 1 ~ ~ / / I c1„ U"" 0 I 9 0 0 I I 0 A 0 0 = TEMP RARY ~ i ~ a a d Q o d ~ ~~~,~,Q~~
i ~ i~ ~ i~ ~ ~ ~ i ~ ¦ l ~ ~ _ , _ - , . ~ ~ ~ ~ i i ~ ~ - ~ TEMPORARY DIVERSION ~ I ~ I SLOP D,~AINI ~ ~ , ~ ' II ~ I { y ~ ° o o° ° CONSTRUCTION ENTRANCE~EXIT 1 ~ i ~ 00 0 0 00 4
- ~ ~ I ~ ~ DITCH~BEf~M (TYP.} i / i I 0 0 00 ~ 00 I 7 ~i f ~ ~ r ~ j~ 00 0 0 Oo O° 0 0 00
u } , I i i ~ ~ i ~ / 1 i ~ ' ~ I" 1~ ~ "o u 0 I ' ~ I
r il,^ , ' I` ' ~ ~I I i i II I ~ ~ ~z i ~ ~ I I LIMITS OF DISTURBANCE NOTE: TREE PROTECTION FENCE ~
i~ ~ I ~ / ~ ~ / ~ n r ~ ~ ~ I ~ I I AND SILT FENCE AT THE PERIMETER OF THE PROJECT SITE I J~ ~ ~ ~ ~ ~ ~ SHALL BE CONSIDERED THE LIMITS OF DISTURBANCE WHERE
/ , ~ ~ ~ ~ ~ ~ f - _ ' - _ ~ ~ ' / , ~ l ~ i i, i f ~ ~ ~ I ~ ~ THE --LD-- LIN PE IS NOT SHOWN.
~ ~ I ~I ~ >f ~ I I I ~
~ ~ i i., mma~ i r ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ I ~ I II a

II t, / ~ f ~ i ~ ~ CONSTRUCTION SEQUENCE STAGE 1 i
1 ~ / ~ - ~ / NSF I I ~ i ~ ~ ~ \ ~ ti I ~ i 1 ' I ~ I I 1. OBTAIN GRADING PERMIT. C7
F T !J , ,n ~ / 1 WAS' `~~~ASTER ASSOCIATION INC. ~ , F J ~ ~j 1 ~ , ~ ~ i / ~ ! / ~ ~ i ~
~ / ~ i PIN 775809115 ~ ~ ~ i I i ~ ~ DB 12902 PG 2269 ~ J I ~ / ~ / ~ ~ ~ ~ ~ - - / ~ ~ ~ i ~ ~ ~ ~ ~ ' 2. CALL EROSION CONTROL INSPECTOR 278-6459 TO SCHEDULE I , i l; I I ~ r - ~ ~ ~ - ~ ~ ~ I PRE-CONSTRUCTION MEETING WITH STORMWWATER CONTROL w
f / ~ ~ i - ; 1 ~ ~ ~ - ~ ~ ~ V ~ I I ~ A ~ ' ~ I ~ ' SIL F~NGE , ~ ~ J I ~ INSPECTOR. ~ H ~2 ~ I I
/ / ~ ~ ~ ~ A \ ~ I i / / ' ~ \ ~ TLET (~IYP..} ~ ! ~ 1i ~ ~ 1 ~ I ~ I, I ~ ~ I / ~ ~ ~ ~ I ~ 3. INSTALL SILT FENCE, DIVERSION DITCHES, OFF-SffE EXIS11N0 ~ ~ ~
~ ~ i - _ i' ~ I ~ 1 ~ ~ ~ ~ i~ ~ ~ i ~ I ~ ~ J , STORM INLET SEDIMENT TRAPPING DEVICE (GUTTER BUDDY OR ~C w
i~ i I ~ ~ ~ ~ ~ ~ i ~ ~ I TEMPORA DNERSION I ~ ~ i 1 I A x a 44 ~ I ~ ~CQBIN TI N SI t i / I 1 P APPROVED EQUIVALENT INLET PROTECTION} ALONG WADE PARK ~
~ ~ ~ ~ % _ _ - ; - _ _ ~ z ~ ~ l ~ ~ / , i - - - DITCH~BERM (TYP.} I I ~ ~ ' DRIVE, CONSTRUCTION ENTRANCES AND PERIMETER SEDIMENT ~ ® O j ' FENC~fTR E ~R~TE¢TIO~ ~ I ~ I ~ ~ TRAPPING DEVICES AS SHOWN ON PLANS. p ~
T ~ ~ ` ~ - ~ I I ~ ~ ~ ' , ~ ~ ~ I FENCE 6. I ' , 1 p., ,a v y
t I l ~ , ~ i i ' I I ~ 4. THE PERMANENT POND OUTLET STRUCTURE AND BARREL SHALL I I i I h i I ~~I ~ ~ I I BE INSTALLED FOR ST-7. SET STRUCTURE TOP TO 362.00 t~ ~ H ~
I I ~ i ~ ~ l ~ I ~ - - _ ~ I ii (~I I I I i ~ ~ l," I ~ ~ I I ~ I , ti UNTIL BASIN IS CONVERTED TO PERMANENT POND. ~ ~ ~ ~
i ~ / LEAD WATER D~VERSI(~N ~ / ~ ~ ~ ~ II ~ ~
i ~ ~ ~ ITCH BERM ~ ' r r ~ ~ ~ ~ r 1 ~ I ~ I I j I ~ I , ~ I ~ ~ , 5. ONLY DISTURB AREAS NECESSARY TO INSTALL PERIMETER ' Z ~ a II I ~ I ~ ~ ~ I ~ ~ I ~ I ~ 1 1 MEASURES. MAINTAIN DEVICES AS NEEDED IN ACCORDANCE WITH O Q' ~ Z
~ I i I ~ i ~ ~ ~ I I ~ ~ ~ ~ ~ ~ THE EROSION CONTROL NOTES. ~ ~ ~ I ~
1 i I I i I ~ ~ rc ~ 6 - N ~ PRIOR TO COMMENCING STAGE 2, CALL 278 6459 FORA a
~ / i , ~ ~ i 1 I ~ / l 1 ~ 1 t ~ ~ \ ~ ~ ~ ~ ~ ! ` ~ INSPECTION. IF APPROVED, GRADING MAY COMMENCE AS ~ ~ ~ W
r ~ ~ ~ I ~ i ~ i` - ~ ~ i i i i ~ l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DESCRIBED ON THE STAGE 2 CONSTRUCTION SEQUENCE. a
~ / ~ ~ aJ ~ ~ l 1, ! ~ A ~ ~ _ ~ ~ J ~ ~ Q Q'i ~
~ ~ ~ ~i , ~ A
~ ~ ! ~,j~ ~
V ~ ~ i i ~ ` 1 r ~ f / \i ~ ~ ~ E~v4E<R6E ~PfL1Y/AY I ~ _ , A j' \ .
~ ~ ~ ~ ~ ~ ~ i , ~ i /
~ ,A ~ ,r ~
~ti ~0°~NEI~S~, R A~IA~J ~U~F R
~ ~ A ` ~ ~ ~ 1 , / ~ ~ ~ ~ ~ ~ ~ ~ (~IEA~UR~D~15~ FROM 1TdP~j old e~NK; aaT~ s~D~s)`~ ~ ~ w SEE SHEET EC-1 FOR EROSION ~ ~
~ ~ ~ 4`",r. --1 ~ ~ ~ I ~ ~ j CONTROL I~~TES AND SEDIMENT i
i / ~ " ~ ~ ~ TEMPO DIVERSION ~ ~ ti • i l Ij TRAP SU_....aY TABLE
~ / ~ ~ 1 ~ DITCH RM (TYP.} _ ~ ~ ~ p ~ 11 ~s,~ i / ~ i~~ I I I~ ~ l~ ~ I / i m
r i / m , TOTAL DISC AREA 40.06 AC. ~ I ~ ~ ~ I ~ I ~ ~
r l ~ ~ ~ ~ ~ ~141MMER DEWATEE~ItSG DEVICE ~ m ~C~,, i i ' ~4 _
~ 1 ~ ~ ~ 1 t d d ~ ~ (SEA ~UMMARY"TABLE~FflR SIZEy ~ ~ ~ ~ _ ~ ~ , i i r i ~ I ~ ~I ~ I I 1 I ~ I - ~ , ~ ~
I l ~ ~ \ \ ~ ~ I ~ ~Y i ~ ~ i~ : a ~ / i ~ I i I I ~ a I i ` ~ I I ~
^ CO~. ~ ~iTION SILT t ~ / I @ @ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ - ~ - I ~ ( 6 Y ~ ~ i 9 ~i f ~ , V - ~ 'S 1 ~ n FENC~:;~~"TREE PROTECTION I ~ ~ .O, , ~ N , MP+ '7Y ! i ~ ,~I UTILITY INS TIONS AND OTHER PUBLIC ~ ~ pp!! I oPE .,^AIN i ~ ! ~ N~ADE~ MASTER (A550CIAtl ~ ~ a
r 9 ~ ~ ~ ~ ~ ~ FENt`.:: TYP. ~ 1 ~ m I - I FACILITIES INCLUDING SIW SAND IC
I ! ~ i~ / i~ I I I ~ / ~ ~ f, STJ ~ 1 ~ ,MINI 77~so tt5 ~ : ~ ' . ~ ; ~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ QB ~29~2 PG~z619 ~ 1 ~ ~ I ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ ~
~ sF ' , ' ~ I ~ ~ ~ i i ~ r, i ~ ~ ~ r ~ ~ ~ (SEE SUMMARY TABLE} ~ i ~ a ~ ~ ~ I HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ ~
a ~ r 1 ~ ~i~~ i i i ~ i I ~ I I ~ ~ ~ , AND SHALL BE SO INSTALLED UNLESS A CHANGE I ~
~ ' ; i / i i ~ ' IS AUTHORIZED BY WRITTEN AFPROVAL. PUBLIC ~ ; , 1 I ~ / ~ ~ I ~ ~ ~ ~ ~ ' f ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED , ~
- Q~' ~ I / / -s~~sv- ~ ~ i% ~ ~ I ~ ~ ~ I ~ ~ PRIOR TO FINAL ACCEPTANCE. ~ ~ d
V ~ ~ ~ i t ! ~ ~ ~ i ~ / _ - i / ~ ~ ~ ~ I, i
~ ~ ~ ~ ~ ~ ~ / - ~ ~ ~ E~,"URGE LT FENCE ~ ~ ~ l ~ / j - J i ~ ~ / ~ i r ~ ~ i ~ F s~-, SILL ~f~}~RGE C ~1 r' ~ f ~ ~ ~ - ~ I I I ~ ~4 TRANSPORTATION SERVICES ~ ~ I ~ ~ G
~ ~ BAFFLES TYP: ~ ~ ~ ~ ~ ~ ~ T ~ ~ r , ~ ~ r i , / ~
t ~ ~ i ~ ~ / I ~ I ILT ~ENCE' - ~ ~ r f ~ j , ~ ' ~ ~ ~ ~ ~ ~ I ~ ~ PUBLIC UTILITIES ~ w+ a ~ ~ ~~~I I I
f' ~ - ~ _ ~ ~ ~ ' BAFFLES P.) l r ~ ~ ~ ~ ~ I ~ G~' / ~ i ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~i ~ r ~ i ~ I I CONSERVATION ENGINEER ' % ~ ~ ~
1 i ~Rq~TEC ~UF,F~R °k° - ~
it / ~ 1~ ~ ~ l ~ _ ~ ~ S~ 4 NSF- , , x e ~ - - _ ~ ~ I ~ , ~ ' , ~ ~ I ib r I ~ B-~~s,~ ~ P,c 2302 r ~I ~ P NNING
,r I ~ (SEE SUMMARYY T~ABL ~ / - ~ ~ ~ - I ~ ~ i ~ i ~i ~ ~ ~ ~ I ~ ' DAB 1G958 PCy 625 I i 1 1 / I . . / , , r
~ ~ / - ~ j I / ~ _I / ' , , ~ ~ ~ ~ rr . ~ ~ i m l:^ j / ~ ~ ~ ~ I
A A % / / ~ . ~ ~ I ~ I ~ ~ ~ MNri O~ q / ~i'' ~ ' ~ ~ ~ I ~ ~7H w l / ~ ( ~ ~FEM I, ~ r'1
~ I I SKIMME~2 DEW~TERI G D~VICE~ F l ! i „ ^ ~ , ' ~ ~ ~ - ~ , - - - - _ ~ I(SEE SIIMMAR'~' TAB E FOR ShZE)I ~ ~ /
~ _ -~w"1 m^w 1 - - ~ ~ ~ m.~~m.rmm ~ - ~ rc ~ j r. ; f; rv.~ ~ '~'~-SILT FENCE V ~ ~ _ _ _ l
i as _ , ~ :.rc: m...~... ~ 1 ~ , . ~ ) OtlTIET ~{~P.~ ~ ~ . ~ ~ ~i
I ~ , , EXISTING 30` CITY OF RALEIGH
~ ~ I ~ ~ ~ ~ ~ i ~ , ~ ~ ~ SANITARY SEWER EASEMENT ~ ~ ~ , I ~ I MB 2007 PG 552 C I
~ ~ . ~ _i , r~ ~ i ~ C'~IAB~NATIgN SILTS t ~ ~ ~ ~ ~
~ ~ f _ , i I ,FENCE REE PR,OTEC7~0 ~ ~ ~ ~ ~ I
~ ~ - - I ~ I ~ i ~ ~ \ ~PDRARY DIVER I@N S ~ ~ ~ ~ ~EtJCE TYP} ' ~ I~ ~ i ~xo~ECT no. LEN-1
DITCHJBERM TNP.) ~ ~ ~ ~ ~ ~ \ ' ~ ~ ~ ~ I ~ ' ~ ~ j I, i ~ ~ ' ~ I ` ~ ~ ~ ~ ~ ~ ~ ~ I ~ l ~ ~ ~ 100, I ~ FII -E(
~ ~ ~ i ~ FLO~ ~ ~ I ~ ~ 1 ~ EXISTING CITY OF RALEIGH ~
~ ~ I ! I I I i, ~ I ' ~ l ~ ~ I ~ SANITARY SEWER EASEMENT 'n nE 1 , I ~ ~ ~ ~ ~ ~ I MB 2007 PG 1884 ~
I ~ ~ ~ ~ ~ I ~ ~ ~ ~ I I I ~ ~ ~ ~ ilRAhi~ BY: `J~'W„ I
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"I ~i SILT FENCE OUTLET ~ ~ I ~ ~ ~ i ~ ~ ~ ~ ~ ~ f i ~ ~ TEMPQIt4RY GRAVEL ~ ' ~
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/ I I ~ ~ INLET PROTECTION / ~ ~ I ~ ~ ~ ~ j ENT~NCE~£Xff W H c~ o
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PROTECTION FENCE ~ ~ ~ ~ , ~ I ~ ~ ~ ~ _ I " ~ ~ ~ ' ~ i TEMP ~ - / I/ ~ ~D G~UTTiFR R1 1 q TE~IPORARY~ DIVERSIQN ~ ~ , , ' : ~ " d
-TP-TP-TP- TREE PROTECTION ~ ~ ~ ~ 1' ' ~ I ~ i f DITCH DIT~HJBERM {TYP.) I~ ~ ~ ~ i ~ ~ ~ ~ ~ f'' ' I~'i e* .r, I i ~ ~ ~ l I W x~
LIMITS OF ISTURBANCE SEE NOTE D ~ ) ~ ~ ~ ~ ~ ~ i REMPORAfjY INI;ET ~ ~ h-
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i LIMITS OF DISTURBANCE NOTE: TREE PROTEOTION FENCE r ~ li ~ I ~EE Slr1MMAR~ TABL~j FOR ~SIZE~ ' I I~s~ i ~ ~ ~ ~ I ( ~ ~ < ~ ~ ~ 0~~
AND 91LT FENCE AT THE PERIMETER OF THE PROJECT SITE ~ ~ ) ~ ~ ~ t I ~ li ~ i . " SF~ k ~ \ r;
SHALL BE CONSIDERED THE LIMITS OF DISTURBANCE WHERE ~ I I, ~ ~ i 's THE --LD-- LINETYPE IS NOT SNOWN. ~ ~ ~ ~ ~ ~
~ I i I, l ~ -3 ~ ~ ` 1 ( ~ (SEE, SUM~ARY TABLE) , ~ ~ ~ ~ ~ ~ i ~ `~~i° r~h
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\ I i ~ ~ ~ FENCEJTREE PROTECTION ' ~ ~ ; i i 1 I 1 ~ II ~ \ I I ~ I III I ~ ~ ~ ~I ~ ~ ~~~~A)~r r ~f jV V~~ i•~,l~r i ~ ~ ~m ~ i ~ _ ~ ae~
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' I I ' ' ~ WADE r.~r~STER ASSOCIATION INC. - ~ PIN X0775809115 ~ - ` - _ _ ~ ~ i i, i
DB 12902 PG 2269 ~ ~ _ ~ i
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~ I ~ I ~ 1 _ 1 ~ i _ I i ~ ~ , . 1 ~ ~ _ - , , ~ ~ DB 10~58~PG 525 , ,r~
i ~ ~ , ~ ~ ~ ~ " ~ EXISTIN~30° ; i SI ~ FEN E TYE'. --7-'~~ l m ~ ) ~ m w ~1 ~ " STyN6ARD CURB
i' I ~ ~ , ~ ~ ~ ~ _ / ~ ~ TEMPORARY~DNE LION I ! ~ i ~ IT BERM P. ~ 1 IJMITS OF ~ A ~ P ~ ~ ) I ~ D GUTTER (TYP.} ~ ~ ~ ~ ~ ~
d - DISTURBANCE ~ i i ~ j ~ A / "YA , ~ ~ r
~ I 1 ! ~ ~ ~ - ~ 1'~. (TYP.} ~ / ~ I ` ~ ~ ~ r SKIMM~R~ DEWATERING DEVICE ~ ~ TIE~TO EXISTING 'CATCH BAST i ~ PIPE IP i i ~ " ~ 5q'~NEU ~ RJPARI~ UFFER,~`-~ , r ,r' ~ PIPE/INLET ~ ~ ~
I ; , I 1 i ~ / ~ ~ ~ ~ , SEE SUMMARY,TABLE FOR~ZE) ~ WROTE( r, - 6 ~ ~ ~ TEf~PORARY G VEL ~ I ~ / ~ROTECTIi}P(, ~ ,~MEASURED~~O'~RO~i TOP , i~ ~ ~ . , ~
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- ~ ~ , - ~ i / ~ ~ _ A 1 ~ _ ~ I ~ ~ BAFFLES lY . ~ r ~ ~ ~ 1 ~ ~ ~ r ~ ~ ~
~ ~ ~ ~ ~ I ~ - - _ i ~ ~ mm i _ , ILT FENOE (TYP.) ~ m _ . ~ TEMPORAR'Y DIVERSION V ~ _ - - ~ ~ ~
m ! mm ~rv n - ' ~ i U - ~~~~m m,.m° ~~m. ~ ~ ~ DITCH/BERM (TYP.) \ ~ - - m ~ ~ , ~
m ~ ~ .;4 _ , I ..-x c'L.. ~ ~ ~ ~ i S ~ ~ i it ~ i
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i ` " ~ ~ .i ~ ~ " _ -ti ~ ~ mm- ~ , .,,vE 1 ~ ! ITARY SEWER EMENT ~ ~ / i ~ ~ ~ ) ~ ~ ~ ~ MB 2007 PG 552
1 r . ~ ~ NCY ~ - . m k ~ ~ ~ _ _ m
_ ~ - ~ im ~ ~ ~_,,~SILT m,. _ , . a ! EXISTI 30 _,m ~m - _ . _ . OUTLET (TYP.}
l - _ _ " m"" " , , ' _ ~ SEE SHEET EC-2 FOR ~
i ~ i ; ~c ~ _ . ~ . - _ i ; AND G i; (~~~r' _ / r 1 i ~ / ~ ~ , , ~ / ~ , ~ STAGE 1 EROSION CONTROL F ~
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m. ~ - " " i ~ i _ ,R P aPO`sEO 20' cis ~ ~ ' ~ CONTROL. ~~IOTES AND SEDIMENT AF RA~EIOH~SANNTARY~ ~ 1 / i ~
- . r .,m nmm / ~-TEMf'0_~"Y INL ~ m " - ~ - ~ . ~ ii i - / i~ ~ sEWE~ EAS~ME~`r ~ ~ ~ TRAP ~ ~J "~,I~Y TABLE ~
PROTECTION FO EXISTING ~ - a - ~ _ - ~ r n f _ - - , ' ~ ~ - r- INLETS GU~R BUDDY OR ~ ~ - - - ~TE'~.~PORARY ~NLE# - _ , , , - ; , ( LIMITS'OF - a - - y ~ , - ~ r- , ~ ~
r~-- - i£C~ION-FOK ~ lia~G _ i ,'EQUNALE T, TYP.) DVS'fUR CE . m i , ~ (nP,) ~ ' ~ _ ~ ~ INLETS {GUTTER BUDDY OR " - _ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I , , ~ ;UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~ . ~ ~ i N~ ~ ~ , ~ "ACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~
- , H~ / i , - ~ _ - - EQUNALENT, TYP.) i / / ' ~ / _ , ASTER ASSOCIATION INC. ; ~ ~ J / ~ ~ ~ a ~ ~AbiPS ARE TO BE CONSTRIICTED ON ALL STREETS ~ ~ wee M ~ , ~
- ~ ~ , ~ EXISTING BMP ~ i' ~ TEMPORARY GRAVEL ~ ~ ~ ' / i ~ . , / - ~ ~ ~~r~ ~O~t~aaas ~s ~ ~ / - AS SPECIFIED BY CITY CQDE. THESE FACILITIES ~ / DB 1202 P~(3'2269 , / I ~ / ~ HAVE BEEN APPROVED BY THE CITY OTC' RALEIGH ~
gol ~ ~ m ~ ~ ~ ~ ~ ~ i _ - - / CONSTRUCTION / ~ ° ~ SILT FENCE o m ~ i ~ m ' i i _ ~ ~ ~ ~ ~ ENTRANCEjEXIT _ / N BAFFLES (TYP.} mm ~ ~ ~ ! / ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE
i l ~ _ . _ - ~ TEMPORARY DIVERSION / , ~ r , ~ - ~ ~ ~ ~ ~ ~ 'r - m ~ ~ DITCH BERM TYP.- - - m" ~ t r ~ ~ A \ - ~ IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
I! ' I ~ ~ i(,-~-~ --5~_~ - SKIMMER DEWATERING DEVICE ' ~ - - ~ ~ I j h, ~ ~ i j~ - - _ - ~ SSE SUMMARY TABLE FOR SIZE} ~ rc` ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED
~ ~ E S ) _ _ , ~ - ~ . ~ ~ - {SE UMM~Y~ABLE ~ ~ ~ PRIOR TO FINAL ACCEPTANCE. ~xo~ECT LEN-1
L,, ~ ~ ga. y ~ ~ s : ~ l~ ~ ~ w", ? - - r. w-~ " ~ _ ~ ~ ~ ~ " TRANSPORTATION SERVICE 'r11i ~ ~ -E~
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~ ~ ~ r~ v'' i _ ~ ~ ~ ~ / i , i I I ~ ~ ~ I ~ ~ i ~ ~ „ ~ 'IIIIIIIII' SILT FENCE OUTLET ~ ~ ~ „ . ~
~ ~ i _ ~ ! ~ I _ - # ~ ~w - I m
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~ ~ a ~ 1 ~ ~ ~ " / ~ ~ ~ ~ ~ 1 ~ ~ / ~ ~ -SF-SF-SF- SILT FENCE
" , v m ~ i _ " i / i ~ ~ it ~ ~ ` / ~ ~ ~ I ~ I~ ~ ~ I ~ ~ ~ ~ -SFfTP - SFfTP- COMBINATION SILT FENCE~TREE
~ / d i J ~ I I i ~ ~ ~ ~ ~ ~ ~ PROTECTION FENCE f o ' ~ ~ I j I . C``~ , i ~l ~
I ~ + L,~,~q ~ ~ ~ ' I I ~ -TP-TP-TP- TREE PROTECTION = n C~+`~~~'' P~0 ~ I I i ~ ~ I I ~ . r'
~ i, i ~ I I ~ I I ~ I, d, , y p0 i P I I LD LD et i
~ o ~ ~ r ~ ~ ~ i , ~ ~ ~ ~ LIMITS OF DISTURBANCE (SEE NOTE) j ~ ~ ~
i / ~ ~ i ~ ~t: I ~ ~ ~ I ~ i ~ WOODED AREA
• ~ ~ ~ ~ o ` / i ' i l ~ ~ I i f DIVERSION DITCH ~i
~ ~ I i - TE~fi~'ORARY ~ ~ ~ , ~ I , I 1 i , 1 ' I ~ I ~q q p ~q
~ , ~ _ ~ i- ~ ~SLOPFy'bRAI ~ ~ ~ r ~ ; 0 q n'~ r 0 i 0 0 0 q ~ ~ ~ ~ I~ I~ I I j ~ ~ a
~ I r x ~ ~ i i ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ CONSTRUCTION ENTRANCEJEXIT
i ~ ~ 1 ~ ' ~ ~ ~ _ ~7 ~ i ~ ~ ~ ~ r
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~ i ~ ~ TEMPORARY bNERSION ! ~ ! ~ ! ~ Ii~CH BERM TYP ~ TEMPO RY DVERSION r f f ~ 0 q q ~q Q q Oq ~ ~ ~ ~ I I ~ ~ ~ ~ ~ ~ ~ ~ LIMITS OF DISTURBANCE NOTE: TREE PROTECTION FENCE
r ~ - / ~ ~ ( !Y ~ DITCH BERM TYP. ~ ~ ~ ~ ~ ~ 4t I i l I y ' I ~ „ AND SILT FENCE AT THE PERIMETER OF THE PROJECT SITE I ~ I ~ ' ' ~ 1 I ' I ~ SNALL BE CONSIDERED THE LIMITS OF DISTUR NCE WHERE
I I ~ ~ THE --LD-- LINETYPE IS NOT SHOWN.
i A ~ 1 ~ '
~n ~ - r ~ / i ~ ' ~ f i CONSTRUCTION SEQUENCE STAGE 2
i~ ~ ` 0 ~ a ~ 1 ~ s'a ~ ~ ~ ~ I ~ I I 1 1 I Cn
r _ i ~ r - ~ ~ - ~ / ~ f ~l ~ ~ I ~ ~ ~ I 1. PERFORM GENERAL GRADING, RETAINING WALL CONSTRUCTION AND 5 ~ ~ INSTALL STORM DRAINAGE NETWORK. ,-a ~
i i , ~ ~ ~ f ~ , w ~ , , ~ ~j , ~ ~ ~ i ~ ~ i ~ ~ ~ , ' ~ ~ ~ G:a j ~ r. , I ~ i .I
/ ~ ~ ~ I~ ~ l I I NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION ~ °r 7 ~ i ~ f ~ ~ ~ ~ I I CONTROL DEVICES AT LEAST ONCE PER WEEK AFTER EVERY I
/ ~ ~ I / ~ 4~ y NSF ~ - / ~ / ~ ~ ~ i I ~ 1 ~ ~ I I I ~ ~ I 1 ~ ~ ~ ~ l I I ~ f ~ ~ ~ RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE AREAS p
I ~ i~ ~ ~ 0 p,0 o o , ~EMPO ~ ~ WAS ~~:~ASTER ASSOCIATION INC. ~ ~ ' ~ a i SLbPE DRAIN I i~ mm ` ~ ~ ~ i I ! ~ ~ ' ~ I ~ ~ I ~ % OF THE SEDIMENT CONTROL DEVICES UNTIL THE AREAS UPSTREA s ~ ~ ~ ~ I ~ / ~ / ~ I ~ OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. C7
PIN X4775809115 ~ i ~ / ~ / - - _ _ _ / ~ i DB 12902 PG 2269 ~ ~ J ~ ~ ~ i i ~ ~ ~ ~ _
- ' ~ ~ / TEMPORARY DIVERSION - - - _ , ~ i ~ ~ ~ ~ , ( ~ / / ~ / ' ~I ~ n 2. AS THE RETAINING WALL IS INSTALLED ALONG THE NORTHERN H ~ i I i V I ~ I ~ I r ~ ~ ~ f ~ EDGE OF THE SITE AND THE GRADE IS BROUGHT UP IN TNAT ~ ~
~ " °'~`l / ~ / ~ i DyTCH~BERM (TYP.} ~ ~ i { I T~ ~ ~ ~ ~ i I ~ ~ ~ r ' ~ ~ ~ ~ ~ I I I ~ AREA, ST-6 SHALL BE RAISED AND RE-ESTABLISHED TO THE 7 Ctl <C
YC / ~ ~ o I ~ i~ q`i ~ i 1 ~ / ~ - _ ~ ~ ~r r ~ ~ / ~ ~ ORIGINAL DESIGN VOLUME AND DIMENSIONS. RECONSTRUCT ANY ~ ~
i ~ \ ~ ~ ~ ~ ~ ~ i / ~ ~ I I i I ~ r ~ I I ~ DIVERSION DITCHES A5 NECESSARY. COMMUNICATE THE TIMING OF x ~ Q ,.a i I y ~ ~CQM~INq~TI N BSI t I I ~ 1 ~ THE TRAP ADJUSTMENT IN ADVANCE TO THE STORMWATER ~ eQ ~ C7
i ~ l~ l / / _ _ ~ ~ ~ i l 7 / ~ ~ ~ i ~ ~ ~ ~ i ~ I FErrC~nR E ~R~TE¢TIO~ I ~ ~ CONTROL INSPECTOR. ~ ~ ~ ~
i / ~ , , P~ ~ ~ i ~ ~ ~ ~ ~ / ~ ~ ~ i I~ I I I ~ ~ „ 3. CONTRACTOR SHALL INSTALL PIPE INLET PROTECTION ON ALL PIPE ~ ~
i ~ ~ ~ 1 r ~ ~ ~ ~ ~ ~ ~ ~ ~ o a I 'I ~ ~ ~ I I ~ ~ I ~ I LEFT' EXPOSED AT THE END OF EACH AND EVERY WORK DAY. NO h ~ ~
ig ~ i ~ ~ ~ i i - I ~ ~ ~ ~ - - r - ~ ~ ~ , ~ ~ , i ~ ~ , ~ OPEN TRENCHES SHALL BE LEFT OVERNIGHT. ~ ~ Ei i r ~ i ~ill~ I ii ~ U ~
1 ~ ~ ~ ~ I r I ~ ~ l ~ I ~ ' ~ NOTE: THE CITY OF STORMWATER CONTROL DEPARTMENT p
l i ' ~ ! / ~ ~ I ~ ~ o _ ~ ~ ~ `.r'" i ~ ~ r ~o TE PORARY IVERSIO r i ~ ~ I ~ ~ ' RESERVES THE RIGHT TO ISSUE A NOTICE OF VIOLATION IF O ~ A Z
- ~ ~ ~ ~ ~ ~ ~ ~ - ~ DITCI~ f BERM ~lYP.) ~ i r ~ - ~ ~ ~ ~ l ~ / ~ i _ ~ I ~ ~ i - I ,o, I I I I ~ ~ ~ EROSION CONTROL DEVICES ARE NOT PERFORMING CORRECTLY. ~ Z ~ ~ ~ l FOR THIS REASON THE CONTRACTOR MAY BE RE UIRED TO ' \ ~ " Q
li ~ ~ ~ 1 i ~ ~ ~ ~ INSTALL ADDITIONAL MEASURES AS REQUIRED IN THE FIELD TO ~ ~r ~ ~ i ~ ~ ~
~ I ~ ~ I ~ ~ ~ ~ ~ ~ ~ i 396 i ~ 1 l ~ , ~ - ~ ~ ~ ~ PERFORM THE CONTROL OF SEDIMENT LADEN RUNOFF. n~ ~l Q ~ ~ ~ ~ ~ ~ ~ W
r I ~l ~ ~ ' ~ ~ ~ , ~ ~ ~ ~ ~ 4. INSTALL SEWER AND WATER MAINS AND SERVICES IN TRENCHES ~ ~ ~
NOTE DEVELOPER MUST GET ~ I ~ Y~ ~ 1 PER."~IS:i:DN AND ALL NECESSARY ~ ~ - l ~ ~ ~ ~ ~ ~ AND BACKFILL IMMEDIATELY. p ~ ,
_ i ~ l ~1 ~ ~ ~ TES P~~''::+~RY EASEMENTS TO GRADE ~ ~ ~ ~ ~ ~ ON ~,,::~aACENT PROPERTY. ~i ~ AS INLETS ARE CONSTRUCTED, PRIOR TO INSTALLING FRAME - ~ V ~ ~ ~ ~ 5. AND A ~
( ~ ~ ~ / 1 ~ l ~ ~ i i ~ ~ ~ ~ \ ~ ~ 1 ~ ~ ~ ~ ~ ~ GRATE, CONTRACTOR SNALL INSTALL INLET PROTECTION TO -
~ \ / ; ~ ~ r ` ~ \r A ~ ~ I ~ ~s ~ - . A ~ ~ ~ ~ \ ~ m ASSURE THAT NO SEDIMENT ENTERS THE STORM NETWORK. ~ A Lt~~ i~~,\~~~ 1
~ \ ~ ~ , ~ ~ ~ ~ ~ 6. GRADE SITE TO SUBGRADE. AS AREAS ARE BROUGHT UP TO
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.-r a ~ ~ ~ y I i ~ i I ~ i ~ i~ i i r .n I I SANITARY SEWER EASEMENTS ARE TO BE RECORDED
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i i FENCE~TREE PI~,OTEC1~0 ~ I ~ PLANNING
~ ~ ~ I ~ ~ ~ ~ ` I i I , I ~ O II ~ ~EtJCE TYP } ~ ~ ' ~ ~ J ' I it I ~ ~ , ~ ~ : EXIS11N0 30` CITY OF RALEIGH ~xo~ECT no. LEN-1 I I ~ ~ ~ Ia ~ l I SANITARY SEWER EASEMENT
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F / ~ ~ I ~ ~ I ~ I ` / ~ i I I i ~ ~ ~ i , i I ~ I ~ ~ SILT ~NCF ~ FLOQ ~ i I EXISTING CITY OF RALEIGH
~ OUTLE~ (TYP.)'I ' l ~ ~ I ~ ~ SANITARY SEWER EASEMENT nE I ` ~ ~ ~ I MB zQQ7 PG 1884
i ~ t ~ IOf ~ ~ ~ I ~ I i i f ~ oz u~ , ~ ~ o i ~ ~ jj I ~ ilRAhi1~ BY: `Jfl'W ,
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~ ~ ~ ~ ~ ~ ~ I I CONSTRUCTIC?N SEQUENCE -STAGE 3 ~
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~ ~ ~ ~ ~ ~r r ~ ~ ~ 1. WHEN GRADING IS COMPLETE AND INSPECTOR APPROVES SITE, I 1 ~ ~ ~ ~ ~ I INSTALL CURB & GUTTER AND GRAVEL BASE. ~ i
~ , ~ oti ow / o ao ~ ~ 1 WAS' °~.~ASTER ASSOCIATION INC. ~ i ! o~ a ~ / ~ 1 ~ C ~ ~ a r ,t ~ ~I a I m~ i ~ /
PIN X4775809115 ~ ~ ~ ~ ~ / - - - - . _ ! / DB 12902 PG 2269 ~ i , / % ~ / ~ i ~ ~ _ _ _ _ _ ~ I v~ ~ ~ ~ I i ~.m I ~ I ~ ~ ~ / ' ~ ' I 1 ~ ~ • ~ 2. WHEN SITE IS STABILIZED, THE SEDIMENT TRAPPING DEVICES MAY r ~ , ~ i ' BE REMOVED PER THE EROSION CONTROL INSPECTOR'S , EW-+ ~
~ ' ~ ~ ~ j ~ ~ APPROVAL. CALL STORMWATER CONTROL INSPECTOR AT ~ ~
i - ~ ~ ~ ~ ~ ~ i i i a ~ it' ~ ~ ~r ' ~ ~ ~ ~ , I~ ~ ~ ~ ~ ~ 278-6459. a Z rn <C
i ~ ~ - / i a ~ t b 1 ~ ~ I ~ ~ I u] A ~ I ~ r / ~C i 3. CONVERT ST-7 TO THE PERMANENT POND AT TNIS TIME. x ~ A ~ I
- ~ TEMPORARYi INLET ~ ~ I I ~ I I "lYP) ~ ~ I I I ~ ~ ~COMB~IN~TI~N ~Sll~f ~ ~ ~ Q' C7 ~ ! FENCE R I'R TE IoN ~ m 4. CONTINUE TO USE STANDARD CITY 4F RALEIGH INLET PROTECTION p
t I i ~ % / ~ _ _ - _ ~ ~ ~ - - _ _ ~ P~tOTECTIO~ ('IYP) ~ / / - - - a~ ~ ~ I I ~ ~ ~ ~ ' ON ALL CATCH BASINS AND DROP INLETS THAT DO NOT YET p ~
~ ~ ~ i ~ V ~ ~ ~ I ' ~ I ~ ~ IFENC~ ~ ~ I ~ HAVE FINAL FRAME AND G TE INSTALLED ON THE STRUCTURES. ' a a ~
~ A I ~ 1 ! ~ ~V i i ~ ~ j ~ ~ ~ ~ ~ FOR STRUCTURES THAT DO HAVE THE FRAME AND GRATE, ' ~ ~ I ~ r i I ~ CONTINUE TO UTILIZE A SEDIMENT TRAPPING DEVICE SUCH AS A t ~ ~
i~ i _ 1 l iJ ~ / ~ a i I ~ r ~ ~ ~ ~ ~ i ~ SILT BAG GUDDER BUDDY OR APPROVED E DIVALENT. ~ Ei V O
i~ a ~ ~ ~ ~ - I ~ ~ ~ ~ ~ I~ ~ ~ ~ U If r I l ~ ~ ~
i ~ / 1 Fi i ,I l ~ pct _ \ l , ~ ~ ~ 1 I I ~ ~ I ~ i „ 5. INSTALL BASE ASPHALT LIFT. Z ~ a a e~Az 1 ~ ,
~ ~ a- - ~ _ ~ / i ~ ~I i ~ ~ ` I ~ ~ "~`F I ' i ~ ~ , ` NOTE: FINAL LIFT OF ASPHALT SHALL BE PLACED ONLY AFTER ~ Z ~
i;,. i I i I, i, ` ' SITE IS COMPLETELY STABILIZED AND APPROVED BY EROSION ~ Z ~ x
~ % ~ ~ ~ I ~ ~ ~ i ~ A 1 ~ , i ~ 9S I i 3 I i I ~ i f I l ~ ~ CONTROL INSPECTOR. n~ ~
iI ~ l NOTE: THE ?~i~YELOPER MUST GET I 1 i~ ~ , ~ ~ ~ 6. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE a a ~ ~ ~ ~ ` STABILIZED COMPLETELY, CALL STORMWATER CONTROL INSPECTOR a ~
PERMISSI4~,. POND ALL NECESSARY / Mj~ ~ ~ ~ i ~ << ~ TEMPORA~2",'' EASEMENTS TG GRADE ~ ~ I~ ~ ~ , ~ ` ~ ~ 1 ~ _ ` ~ FOR FINAL INSPECTION AT 278-6459. ~ ~ ~
i ' ~ ~ V r---~ ~ l ~ - ~ ON ADJ~~?~NT PROPERTY. - ~ ~ : / ~ / ~ ~ ~ n ~ fl A ~
~ ~ ~ ~ ~ ~ A ~ ~ ~ 7. IF SITE IS APPROVED, SEED OUT AND~QR PAVE WITH FINAL LIFT _ _ '1 ~ ~ ~ ~ \ ~ AND PAVE ANY RESULTING BARE AREAS.
i i i r 4 1 ~ ~
~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8. REMOVE SILT FENCING, INLET PROTECTION, GUTTER BUDDIES, A ~ ~ - - ~ SEDIMENT TRAPS, ETC. _
,~r ~ ~ / i i ` 396 r~ ~ i P
/ ~ ~ ~ 404 " S 50° ~JEI~S~/R AI~IA~I ~U~F R ~ ~ r a ~ 9. ALL REMAINING PERMANENT EROSION CONTROL DEVICES (SUCH
\ ~o V ~ ~ ~ 398 ~ 04 ~ ~ a 4 ~ ~ i ~ (MEA~aURI=D ~,50' ~~d~ri iTOP~j AS VELOCITY DISSIPATERS) AND PERMANENT DROP INLET GRATES ~ 0~ BANK; B'OT~ S~DES)~~~ 1 ~ ~ x r SHOULD BE INSTALLED NOW ~ ~ ~
A ~ / - - i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
, ~ ' t ~ , ~ ~ ~ 10. CALL FOR CERTIFICATE OF COMPLIANCE. BOND IF REQUIRED WILL ~ ~ I ~ i ~ ~ THEN BE RELEASED. ~
~ ~ ~ ~ ~ ~ I ~ ' I 39' i ~ t ~k ~ / t ~ ~ ~ ` ~i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
i / i~ / 1 ' I / ~ ~0 ~ / ~ ~ ~ ~ 396 ~ ~ ~ ~ ~ ~ ' ' ' ~ j SEE SHEET EC-1 FOR EROSION
~ ~ 402 I~~ ~ ~ ~ ~ ' ~ CONTROL NOTES AND SEDIMENT ~ ~ ~ ~ a ' j ~ . ,
I ~ - ~ ~ / _ ~ I ~I ~~~f I I ~ I I ~ ~ T P SUMMARY T.~LE
i / - I ~ ~ J ~ ~ ' ~ ~ ~ ~ ~ I a' ~ _ / i ~ ~ i I Ids„ i ! ~ ~ a I I ~ ! I ~ ~ I ~ Iet ~ i~ ~ ~
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;FENCE TYP. ~ ~ ~ i ~ ~ ~ t ) TJ ~ ~ ~ ~ I ~ r;,~, rv~ ~ I I ~ m~ ~ I ,PINS ~~ao9»g ~ ~ ~ ~ " ; ~ i dB X2912 ~G 269 ' 1 ~
~ ~ (SEE SUMM TABLE} ~ ~ - aoo ~ ~ ~ / it
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1 ~ ~ 4az ~ I ~ ~T~ 4 ~ ~ ~ a~ , ~ ~ ~ ~ / / ~ ~ ~ - , R ~ UTILITY INSTALLATIONS AND QTHER PUIiLiC a ~ r~ `v~ G ~ ~ ~i
~ ~ ~ ~ ~ r ~ ~ ~ I ~ EE S~(1MM ~RY fA8 E ~ ~ ~ ' ~ ~ ~ i ~ J 1. I l / .IV ~ ~ ~ , - ~ ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ ti.I ~ ~ , ~ - ~ , ~ i RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ ~
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~ ~ ~ ~l ~ o ~ ~ ~ ~ ~ q~ ~ i I ~ I 388 1'"' / l / EXIS'`1NG ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ HAVEPBEEN APPROVED BYT HE C TY 4F RALEIGH F
~ / ~ 1 ,~q _ _ ~ I l ~ ~ ~ ~ - _ I I m ~ ~ ~oT~~w~'~uFF~~ ~I ~ AND SHALL HE 50 INSTALLED UNLESS ACHANGE - ~ ~ ~ ~ ~ DB fi19 7 pG 230 .
N ~ - - ~ ~ ~ I~ o ~ ~ ~ i _ ~ ~ ~ ~ ~ ; - a;~ ~ i 1 B ~ ~ ~ ~ ' ~ D8 10958 PCy 5z~ , • ~ K ~ ~ IS AUTHORIZED BY WRTCTEN APPROVAL. PUBLIC ~ I SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ ~
ti I ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ r ~ ~ ~ ~ m I m ~ ~M ~ PRIQR TQ 1a'INAL ACCEPTANCE.
~ ~I ' i i i ~ ~ ~ ~ ' ! ~ ~ i i r, c INLET ~ , ~i~ i ~ ~ ~ , ~
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m ~ m fi ~ : ~rr~ , 394 ~ I n M m i ~ ~ I r - _ _ i
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i ~i m i , ~ r i - I ~ . , ~ ~ ~ ~ ~ r N ~ ~ ~ ~ ~ ~S ~ ' I PLANNING ~C M NATION sryLTr ~i ~ ~
. _ ~ ~ I ' FENC~EJ~'fREE PI~,OT~CT10 ~ ~EN~E TYPE ! ~ ~ ~ ~ ~ '
/7"~ ~ I L' ~ I~-'I I ~ I I a I ~ ~ /r ~ ~ I ~ - ~ \ _ ~ ~ EXISTING 30' CITY of RALEIGH ~xo~ECT no. LEN-1
~ i ~ 392 ~ - ~ ~ ~ ~ ~ I ~ ~ f SANITARY SEWER EASEMENT . ~ ~ 1Q~ ~ ~ r~ MB 2DD7 PG 552 rIi ~ {g
~ ~ ~ I s~ ~ i a 1 I I I I I I I ,i i i ~ ~ i~ i i ~ t I I ~ I I I ~ I ~ P~ I I I I r k ,,.-SIT ~NCF LOQ ~ ~ EXISTING CITY OF RALEIGH ~
- - o ~ ~ ~ ~ i ~ ~ ~ tEMPORbRY NL ~ ~ ~ - 1 I I I I I I I , ~ i~ m w i ~T I ~ ~ ~ ; ~ ~ I I~ I ~ROTECI~ONI TY I ~ / ~ ~ I i ' OWTL (TYP) ~ ~ ~ ~ i i ~ • ; ~ 'I SANITARY SEWER EASEMENT nE v'"" ~ / ~ ~ ~ i ' ~ I MB 2QQ7 PG 1884
p a~i ~ 1 ~rn ~ ~ ` I I ~ ~ I ~ f ilRAhi1~ BY: SttW , ~I
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i PROTECTION FENCE ~ ~ ~ ~ ~ ~ i ~ i ) i i ~ i ~ ~ i ~ i ~I ~ ~ i I 1 ~ i a ~ w ~ N) ~ ~ ~ ~ ~ D ,UUTT~R t~ ~ r~'•) ' 1 t ~ p o I rn ~ m ~ I f 50' ~ ~
- - - - ~ i n ~ ~ TP TP TP TREE PROTECTION ~ ~ ~ „ a In ~ ~ M I M ODD ~ ~ ~ ~ ~ I ~ ~ I I I IJ ~ I I r I ~ r' ~ ~ ( ~ ~ ~ ~
~ ~ a 2 o m a ~ a; I ~ i LD LD LIMITS OF DISTURBANCE (SEE NOTE) ¢ ~ ~ i i i i , i ~ i i ! ~ ~ ~I I ~ I 'EIT I ~ ~ r U4 , ~ TEMPORW
i PROI`EO I N R EX ~ ~ I r / I ~ ~ ~ ~ ~ ¦ ' INLFaTS - I, i ~ ~ ~ ~ cry
i i i i i i i i o f i~ i i ~ i ~ i ~ ~ i ~ f, WOODED AREA r - ~r ~l ~ I i 3 - ~ ~ ~ ~ r {Zi N Cu
DIVERSION DITCH V ~ ~ ~ j 11 ` ~ I ~ I ~ I I ~r ` ~ ~ ~ M ~ ~ ~ ~ ~ i ~ - ~ CYJ
i i i i i 'i ~ i t i p° Qo 0 ° D°p ~ / ~ I j ~-~9 / l ~ 'ROPQSEU~20"~~ w ~
CJ`a' o ° C7~ o , *r"'" ~ i` TEMPO I LET ~ U'" o "o o° I ° o ~ 4 ~ PRO CON TYP. ~ / ~ 7 ~ r~ r RALEIGH ~SANITARY~ ~
o o ~ o C~ ,.;.t ~0 0 Qo u y I I Q,p ~ pp a a CONSTRUCTION ENTRANCE EXIT re'',' ~ I C3~ ~ i ~ ° C~ ~~;yR SENT Z i ~ ~ ~ r~ ~ ~ ~ ~ Ch
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o ° I i o , , j ~1° i ~ ~ ~ ~ 'ti ~ ~
m I - - - A I ~ ~ 0 4as l ~ ~ 1 ~ I j r - ~ - - , ' - ~ ~ ~ ~ . u ~ ~ ~ i'' ~~ti. ~ ~ .
LIMITS OF DISTURBANCE NOTE: TREE PROTECTION FENCE ~ i ~ ~ AND SILT FENCE AT THE PERIMETER OF THE PROJECT SffE 4as X98 ~ a ~ ~ it ~ ~ r 1 ~ ~ ~ ~ ~ Q~ ~ ~ ~
j SHALL BE CONSIDERED THE II'"ITS OF DISTURBANCE WHERE ~ I ~ r ~ ~ r I ICI ~ ~ ~ r ~ ! ~ I ~ ~C " ~ r~, ~ r
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DB 12902 PG 2269 ~ , I , I _ ~ ~ , ~ ~ ~ ~ ~ it I rv:,, I ~ ~ ~ i ~ l ~ , i
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% ' V ~ ~ I I ~ TEMPORARY; I 7 ~ INLETSJ (GUTfER~~BUDDY OR ~ ~ ~ ~ ~ ~ ~ ~ -TEMPORARY,'If~T ~ ~ EOUWALENT~ TY,P.) ~ ~ ~ ~ ~ ~ I~ ~ ~ ~ I ~ v~ H ~ ~Q
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~ , - - ~ - I A / ' ~ ~ t PROTECTIOP ~ i ~ f i it ~ _i_ ~ r, ~ ~ ~ p ~ ~ " t PROTECTION X~ I ~ ~ ' ~ ~ ~ ~ / ~ ~h~ ~ ~ v ~ ~ ~ - 50'' NEUS~ RIPARI~ BUFF~R , ~ ~ ~
1 - ~ "v~ ~ ~~MEAS~1f{ED;50'~'RDI~ TpP ~ ~ ~ I ~ ,
i~ i J ~ ~ \ f ~ ~ ~ l I ~ MPO RY INLET ~ i ~ ~ ~ - ~ ~ ~ ,i _ m ~ i ~ DF HANK„'SOT SIDES,) ~
l / ~ PROTECTION {TYP. I ~ , , ~ ~ 1 I TEMPORARY VEL } i i
1 I ' "lid ~ C4~NSiRUCTO ~ ~ i 7 ~ ~ ~ I ~ _ , ~ l; ~ _ ~ ~I ~ 6 ,ENTRANCE EX T , ~ ~ ~ ~ ~ ~ J i ~ I ~
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r ~ , ~.m ~ ..w I " I~ / ~ ~ ~ ~ I r ~ / , n ~ EXISTING 30' OITY OF RALEIGH d ,
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- ~ 40 1rs _ a r i ~ ~ r _ ~ _ ~ ~ _ - - - - d~, ~ 4 4 ~ 396 m ~ r- ~ " - i /f rv= ~ ~ ~ ~ , ~ 'FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
r ~ ~ g4 - ~ ~ ~ - - _ mm~ ~ ,r~ ~ ~ ~ ~ ~ ~ ~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ! / ' N/F i ~ ~ ~ A5 SPECIFIED BY CITY CODE. THESE FACILITIES
r ~ ~ ~ r - _ , _ / ~i " ~ / x ~ 4 ~ LIMITS OF ~ ~ 1 / _ i ~ F ~ / m ~`~~.,'~DE MAR A~~OCIATaON IBC. ~ ~ ~ ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH
~ _ A EXISTING BMP ~ , rri ~ DISTURBANCE ~ I ~ i "v o~ i ~ PIN ~077488995s ~ ~ ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE /DB ~2s02 PG'4269 ~ 1 i ~ i / ~ IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
~ 0 I~ ~ / SEE ~~~MARY TABLE f s
~ - . 'r. ~ ~ ~ ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ PRIOR TO FINAL ACCEPTANCE. ~
rc _ _ ~ - - - -q. p-- ~ , ~ 6 - , - - - - - ~ i n b i ~g - y `,A ~ /i ~ i~ ,
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