20042059 Ver 2_Site Plan_20091119

6+® d
rl l J ) G ~ L~~I
Dewberry & Davis, Inc.
~ 4~~ j~ ~ L~ 11 F'' t ~ ~ ~t f r: 1 r ~ ~ ~ ~`j I; li r~ f 23D1 REXWDODS DRNE SUITE 200
RALEIGH, NC 27807
i~_I ['i ~ ~~a 6 i ~`i s L1 is PHONE: [phone] FAX: [phone]
~ ! ~,-~-m-,', ' ~ ' 1 Imo; ~ ~ NCBELS # F-0679
~ +a - ~ ~
f. i,,, ,
r, C~~ _ ~ ~ ~ r r ~----r-~ ~ F t,T_~ a"j ,
_ r ~ ~-a f% tI j ! C~ Y~ ~a ~1 I ~ f~ (;T t-1 :fir i~.,; ~i ~r. r-i ~ -,~7;. 1 it ~I ~ j ~ I y.~, l.! V'-~ ki r
~i I t ~ 'r+, F ~ i r
~ ~f' ~ ~'1 1 r~ ~-J it It'1 ~ I i ~'-^-'--m~,-~r,.
y
(1 ~ i'I !1 li i~
~~0~ ~ 2009 ~ ~ ~ 1 , ~ .I
°1 ~ ~S ~i ~ ~ ly ~~1
DAR°TER~9A~iTY t ®
~ J ~ w~c~v
~ N w z
[i o
a p, J U
C7 > W ~
R ® = w ~
F o q y F ~ w
~ ~ ~ ~ W 01 J
~ ti ~ o"~

2 _
o ~
I ~A \ \ V SEAL ++®+++e++®ae?ef, ~
O H R CA ~AR ®0+ a°®geaes® ~C S~®e
moo: `~o ti9 ° 9
L 4 ®FOcRgEVIE P SESONI~'
® l °0geeee° O~~
I~® / ^'r C 2 ®®I®f(' `1 IV U J®`++®i++
o
KEY PLAN
~ e ~ ~~1
_ ~ i _ _ R,
E
TITL
1 TITLE SHEET
- o 0
2 LEGEND SHEET
Q~
Q~ 3 INDEX SHEET scALE
~ ~ 4 PLAN AND PROFILE
~J
0~ 5 PLAN AND PROFILE
~ 6 PLAN AND PROFILE
w 7 PLAN AND PROFILE
PROJECT LOCATION
5 PLAN AND PROFILE
9 PLAN AND PROFILE
10 PLAN AND PROFILE
DUR
qNr R®qp 11 PLAN AND PROFILE
12 PLAN AND PROFILE
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY 13 PLAN AND PROFILE
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE 14 PLAN AND PROFILE
CITY OF RALEIGH AND SHALL 8E SO INSTALLED UNLESS A
~Q~ A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC L~.~11~ ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIM 15 SANITARY SE ER DETAILS
e TO FINAL ACCEPTANCE. 16 GENERAL DETAILS
®
~ SIGNATURES: 17 EROSION CONTROL DETAILS No. ~aTE BY ~escriptlon
~ TRANSPORTATION SERVICES 1~ EROSION CONTROL DETAILS REVISIONs
LEGEND Pueuc uTIUTIEs DRAwN BY JRS
CONSERVATION ENgNEER
DESIGNED BY JRS
SITE PLANNING ENGINEER N.T.S. CHECKED BY JLL
DATE JULY 2009
~ ICI ENT I TITLE
Public
Sewer Collection Extension System
The City of Raleigh consents to the connection and extension of the Citys public sewer system as shown on this plan. The material and PHASE NUMBER 1 TITL
Construction methods used for this project shall conform to the NUMBER OF LOTS 1
standards and speciflcatlons of the City's Public Utilities Handbook.
c~ay of Raleigh OPEN SPACE NO
Public Utilities Department Permit ~ NUMBER OF OPEN SPACE LOTS 0
Authorization to Construct
PUBLIC ATER (LF) O PROJECT N0. 50020200
Dote PUBLIC SE ER {LF) 10,507
PUBLIC STREET p
PUBLIC SIDEWALK (LF) p to%
U.0 1
SHEET NO. 1 OF 18

T T
1. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO
DESCRIPTION EXISTING NEW DESCRIPTION EXISTING NEW - - DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIA ABBREVIATION THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. Dewberry & Davis, Inc.
2301 REXWOODS DRNE 2. HORIZONTAL AND VERTICAL CONTROL IS (NAD 83) WITH VRS, GPS OBSERVATION surrEZOD
FIRE HYDRANT ASSEMBLY TEMPORARY BENCHMARK
AGGREGATE CABC MINIMUM MIN. MIN. YIELDING VALUES OF: RALEIGH, NC 27807 PHONE: [phone] FAX: [phone]
WV WATER VALVE ~ IRON PIPE FOUND (NAD 83) (NAD 83) NcBELS # F-os7s
ALTERNATE ALT MISCELLANEOUS MISC
MISC #1 N= 785747.89 #2 N=786205.53 E=2121153.26 E=2121196.32
PLUG E--- ~ SIGN ~ ELEV=366.67 ELEV=374.08
APPROXIMATE APPROX. NORTH N N 3. CONTRACTOR SHALL PERFORM WORK BETWEEN THE HOURS OF 9:00 AM TO
WATER METER WM ROAD SIGN 4:00 PM.
AT ~ NOT TO SCALE NTS WATER MANHOLE 75 LEFT SPOT SHOT NTS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL.
5. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT
SANITARY SEWER MANHOLE S 75' RIGHT SPOT SHOT BM BENCHMARK NUMBER N0. N0. DOCUMENTS AS WELL AS ALL APPROVALS AND EASEMENTS ON THE
JOB SITE AT ALL TIMES.
SANITARY SEWER MANHOLE TAG 10 10 STREAM CENTERLINE SPOT SHOT
BLDG ON CENTER O.C. BUILDING O.C. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.
SEWER CLEANOUT ~ APPROXIMATE ALLUVIAL SOIL ELEVAl10N
POINT PT ~ 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, AND MATERIAL FOR
CAST IRON PIPE CIP BYPASSING EXISTING SANITARY SEWER AND LATERALS (SERVICES) DURING CONSTRUCTION.
DROP INLET-STANDARD BROADLEAF TREE o
8. CONTRACTOR SHALL PROVIDE AND TEST SANITARY SEWER MAINS PER CITY LB OF RALEIGH STANDARDS. C'3 ~ J
.,Auj~,?,_ CENTERLINE CL POUND LB YARD INLET-STANDARD PINE TREE - b'~ „~ii
/I iA ~ N 9. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION
YARD INLET-GRATE BUSH ~ CONCRETE CONC. POLYETHYLENE PE PE AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY ~ v=i w
LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES ° ~ p
PRIOR TO START OF CONSTRUCTION (ONE CALL CENTER 1-800-632-4949). ~ w Q
wEU ~ GROUND SNOT X CORRAGATED METAL PIPE CMP POLYVINYL CHLORIDE PVC PVC COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. o. J _
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF Z w ~
POWER POLE ELECTRIC MANHOLE E DISTURBED UTILITY SERVICES ENCOUNTERED WITHIN 8 HOURS OF = w z
CONTINUOUS CONT. PROPERTY LINE PL INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 PL HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. w ~ ~
LIGHT POLE. ~ TELEPHONE MANHOLE T
W
CUBIC FEET CF RAILROAD R.R. R.R. 11. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, Z N MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND = ~ ~
GUY POLE TELEPHONE/ELECTRIC HAND HOLE N CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER ~
CUBIC YARD CY PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR
ELECTRIC METER EM PLUGGED SANffARY SEWER SERVICE REINFORCED CONCRETE PIPE RCP RCP SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE
P CONTRACTOR'S EXPENSE,
i ELECTRIC BOX ?E SANffARY SEWER SERVICE ' DIAMETER DIA ,9nuagap
S REQUIRED READ. READ. 12. BUILDING AND HOUSE LOCATIONS ARE APPROXIMATE AND SHOWN SEAL ~,0°'0~ ~ ~ R~°°°e~ FOR INFORMATION ONLY. ~
FLARED END SECTION Q UNDERGROUND UTILITIES UGU DIMENSION DIM RIGHT-OF-WAY R/W 13. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES, PAVED R/W OR UNPAVED CONCRETE CURB AND GUTTER AND SIDEWALKS TO EXISTING .I L •
OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. ;FpR'j2EVlE sEsorrca
. HEADWALL WATER LINE W
DUCTILE IRON PIPE DIP SCH SCHEDULE SCH 14. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING ,'®F•'°•FNCINEE~`.•' •®BS l ••°sa•®e°•°Q~ 0,®®
TELEPHONE PEDESTAL ~ GAS LINE - G CONSTRUCTION FOR SEDIMENTATION AND EROSION CONTROL. (q~GS~ ®,m
EAST E ®®0®°ano®te?®®~®
SOUTH S S 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION AND PROTECTION OF
SANITARY SEWER LINE SS SS FlBER OPTIC MARKER FMP EXISTING UTILITIES (INCLUDING EXISTING WATER MAINS, PRIVATE OR PUBLIC) IF REQUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR KEY PLAN
EDGE OF PAVEMENT EOP SPECIFICATIONS SPEC' SPECS SEPARATE PAY ITEM FOR THIS WORK.
MAIL BOX ~ SILT FENCE - - SF SF
ELECTRICAL ELEC. INLET PROTECTION © SQUARE FEET S.F. S.F. 16. CONTRACTOR SHALL RESTORE/REPLACE ALL SIGNS, MAILBOXES, ETC. ENCOUNTERED.
CULVERT
ELEVATION EL 17. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO
LINE BREAK TEMPORARY STREAM CROSSING STAINLESS STEEL STN S STN STL THE EXISTING GRADE UNLESS SHOWN OTHERWISE ON THE DRAWINGS.
POST SILT FENCE OUTLET EXISTING EX 18. 4899 MINIMUM COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER MAINS
STANDARD STD STD UNLESS OTHERWISE NOTED.
GAS GAS VALVE CONSTRUCTION ENTRANCE SCALE 19. THE DEPTH OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
FINISH FLOOR ELEVATION FFE
STATION STA STA MANNER ONLY.
LIMITS OF CONSTRUCTION - - - - ROLLED EROSION CONTROL PRODUCT 20. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER
FOOT/FEET FT. TERRACOTTA PIPE TCP MAINS AS FOLLOWS: TCP
TREE LINE ~YYYY1 . ~7'1(~751^~~ PUMP AROUND PA
GALLON GAL .~C A. LATERAL SEPARATION OF SEWERS AND WATER MAINS
PAD TOP OF CURB-BACK TBC PUMP AROUND DISCHARGE Q WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10"
GALLONS PER MINUTE GPM LATERAL SEPARATION, IN WHICH CASE:
TYPICAL TYP. TYP.
NOTES: 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
GALVANIZED GALV VITRIFIED CLAY VC VC BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER, OR
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN ON THIS SHEET ARE FOR GENERAL
USE THROUGHOUT THESE DRAWINGS, UNLESS OTHERWISE NOTED OR LABELED. 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
GATE VALVE ~ WEST W W MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER.
INVERT INV. WITH W/ W/ B. CROSSING A WATER MAIN OVER A SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER. A SEWER, THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
LINEAR FEET WITHOUT W/O LF W/O .WATER MAIN IS 18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS No. DATE BY Description
OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN WHICH CASE BOTH WATER REVISIONS
MAXIMUM MAX. VITRIFIED CLAY VC VC MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10° DRAWN BY JRS
ON EACH SIDE OF THE POINT OF CROSSING.
DESIGNED BY JRS C. CROSSING A WATER MAIN UNDER A SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, CHECKED BY JLL
BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FORA DATE JULY 2009
DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. TITLE
21. ALL MANHOLES 12' - 20' IN DEPTH SHALL BE 5' IN DIAMETER.
UTILITY INSTALLAl10NS AND OTHER PUBLIC FACILJTIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE 22. ALL MH RIM AND COVER IN PAVEMENT SHALL BE FLUSH W/ PAVEMENT
CONSTRUCTED ON ALL;STREETS AS SPEgF1ED BY THE qTY
CODE. THESE FAgLI11ES HAVE BEEN APPROVED BY THE 23. NOT ALL TREES HAVE BEEN SHOWN FOR CLARITY.
P U b I I C CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
Sewer Collection Extension System SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR 24. CONTRACTOR SHALL STRIPE ROADWAYS TO CITY OF RALEIGH AND NCDOT STANDARDS
TO FlNAL ACCEPTANCE. AFTER CONSTRUCTION IS COMPLETE.
The Cfty of Raleigh consents to the connection and extension of the City's public sealer system as shown on this plan. The material and SIGNATURES: 25. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES AFTER CONSTRUCTION IS PROJECT N0.
Construction methods used for this project shall conform to the COMPLETE. 50020200
standards and specifications of the Citys Public Utilities Handbook. TRANSPORTAl10N SERVICES
9F TNF PR(l.if=('T IC I n('®TFfI PIN ~FAA® PI Mtl ~9®P All IhARFR ?7911179fk(1(1.1
city of weign ~r DATED 51212006 AND IS NOT IN A 100 YEAR FLOOD AREA.
Public Utilities Deportment Permit # PUBLIC UTILITIES
Authorization to Construct CONSERVATION ENGINEER 27. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY 9.7 ACRES. c 0
Date PLANNING ENGINEER
SHEET NO. 2 OF 18

S
Dewberry & Davis, Inc.
2301 REXWOODS DRNE SUITE 200
RALEIGH, NC 27607
PHONE: 919,881.9939 FAX, 919,881,9923
NCBELS # F-0679
v ~ V A I / / ~ ~ / \ ~ ( ~ / ~ i I I I I ~ ~ 11 \ ~ 11 ~ ~ ~
~Q ~ y - ( ~ ~ ~ ~ II i ~
~ I I f/ fiT~ ~ \ y i t T~ ~ o a ~ I 1 ~ \yy
~l / 1 I I / ~ i p p Y
l \ I ~ 1 1 1 ~ / ~ ~ / y
l~ i 1 ~ ~ ~ \ I I ~ k i I I
~ \ ~ I ~ ~ I ~ _ (`_I- _ T T ~
~ ~ ~ ~ ~ I I { \ ~ - I ~ T II / ` / /
l i ( TTY ~ I i ~I ( i / \ \ 345
o I I T --l 1 ~ T 1 ~ ~ I i ~ ~ 11 ~ ~ T ~ i / I r ~ ~1 \ ~1 I I I \ O / O N
a ~ I I I I ~ i ~ I 1 I{ I r-m I I i ~ , _ _ ~ ~ of \ ~ y~ ~ I { I / ` ~ / / tN0 ~ t00
~ ~ I a _ ~ ~ ~ ~ I f 100 ~ 1- \ y I I / / ~~gN
~ ~ I y ~ T ~ I I i I~ / 'J~~uz
I ~ / \ - I 1 ~ / ~ / a I I I I / ~ 350 Q ~ UJ J
/ ~ ~ / ~ \ / I ~ ~ ~ ~ ~ I I 335 ~ ~ -14 ~ i ~.I ~
I i ~ / / ~ 1 / I I \ i ~ ~I _ 110 ~ / \ I , 1 /
i \ ~ _ - ~ { ~ ~ ~ I ~ I~ o I \ o Y ( I ~ _ ~ Y I
~ T ~ / _ - T it ~ ~ ~ zWo Q 5I ~ / =~z
~ I~ ~ I y I I ~ 120 ~ ~ \
y p° ~ \ - 1 ~ \ / ~ \ ~ L. / I \ ~ ~ i ~ r/ ~ WQ~
~ ..a- / / ~ I 1 1 y 275 / _11 I ~ II ~ ~ / 325 330 11 j / Z 0~ J
O ~ ~ 285 ~ = o N
I / / - - so 26~ ~ ~ 280 1 / ~ / 240 ~ i 1280 / ~ / 320
{ I / 245 250 255 / I l 90 t
125 ~ / 315
/ \ I / I \ ~ ` y. ° I 235
/ i ~ - 295 300 305/ ~ ~ 1 ~ 0®®0//11h,gg
/ 135 \ / 1~ f I, _ - / \ ~ 11 SEAL 9®°q6®~ C A Ro••..
/ I ~ - / +0®~0~~•oE E S ~ r O~•~l ~9®®i
i 140 ~ / ~ o ~
/ I / ~ 230 / .I L
145 / - C - 1 ~~REV1E SE,~ONL;
~ / - - 146 I / A 225 ~ i / 0®l °eeeaeN° O~~°®
/ i ( I I ` 80 / °°®®,,®,A N GSA,,°,°°'°
/ i ~ I 15p ~ \ ~ 190
i I E
~ I - - p r` ~ 165 , . 220 J KEY PLAN ,
i/ 1 5 215
~ ~ - - 5 r i
I - - / 210 ( 15 ~ pD- p o ~ DGG~~~ ~ ~IG~DO ~ i
~ ~ ~ 205 ~ I ~
i I I / /
\ - ~l i - -

I / / \ \ /
~ ~ ( 0 ~ a ~ SCALE
Q I o
_ _ / / ~ Q/
I ~ ~
I ICI _ _ - - / o ~ ~ -T-- ~ l~l / GRAPHIC SCALE
\ ~ wo 0 9~0 Sao ®ao 1200
/ D ~ z;.., g~ -"--Y~._ _
~ ~ ii
/ ~ ~ N Q ~ ~ ~ D ~ _ I r- / < r ((gyp I IUD ( I (IN FEET )
> ~ a ~ ~ i \ I I `J/ ~ o I ( 1 inch = 300 fin
/ O 0a \ i
~ ~ , ~ \ q I ~ ~ o ~ ~ 1 ~ / / T ~ ~ \ \ ~
~ ~ ~ ~ ~ I / ~ ~ ~ e ~ I I
~ T I
(I
I - ~ 1 ~ I -r°~ \ ( ~ ~ ~ -7---- --------r-------1-- ---~1
I( ~ ~ ~ I I I I ~ l i T i i
L T ~ ~ ( ~ ~ -o ~ r \ ~ ~ ( i i i e I ~ ( i
~ ~ ( T 1 ~ ~ i ~
No. DATE BY Description
REVISIONS
DRAWN BY JRS
DESIGNED BY JRS
CHECKED BY JLL
DATE JULY 2009
TITLE
I
PROJECT N0. 50020200
Cm-03
SHEET NO. 3 OF 18

, ~
. w ~ _ _._s. _ i , ~ . ~ ~ ~ f ~ 0•
N
r ~ ~ ,i NOW OR FORMERLY
_..---.--~.m .,.e..,......_.._... - CITY OF RALEIGH DB 4878 PG 530
I , ~ ~ N I _ ~ BM 1991 PG 103 D@Wb@CTy 8c ®aVl3y ~t1C.
~ ~ ~ ~ ~ M CROSSING 0 ~ ^ DRY STR f~ f~~ NC PIN #1728076161 2301 REXWOODS DRNE
_ ~'~N Q ~ RALEEGH~NC 27607
~ t C ~ `a ~`'~t~ PHONE: 919,881.9939 ti,.~'' ~ FAX:[phone]
i~' ~ ~ ~ ~ ~ 1 y .y ~ \ ~ NCBELS # F-0879
7 ~ j ~ ~ `r: ~ ~ r i F ~ ~ ^ r'" r _ ~ ~ ~ ti
t ~ 1
F ~ g NOW OR FORMERLY ^ s t LIMITS O~~ i i ~ ~ t ~ r . - ~ SI ~T FENCE T,YP) r~ 1 ~ ~ ~ SILT FENCE Ol~~(~YP~ ~ 0' MIN FROM , ~ ~ _ "
NTE HOMEOWNERS , ; rY , x ~ RAVE POI CONST~UC~I(7N (GYP) ~ ; j ~ ~ _ 'v.. it ,i; ~ ~ CHAIN-LINK FENCE
~ r~- ~~~-=r-~3~ ~ ASSOCIATI01~ INC , ~ / ,,fir r' nil ' ~ ~ `,.i` f ~ y v i~ G~~ ~ E. 'c~~~^, E ~~~~.~1 ~ ~ DB 9308 PG 685 , ~ ~ ~ ~ Nr i t ~ a ,t r~3~'. J~ _ _ IN1l I~Ni~i,NG'~~s,~,' ~S»~;''a
~~rJ / .~~,a ,I r ~ 1. ~a ~.~~T~~, ) ~ ~ ~ ~ I{y~=~-t.I,ti~~ ( T, ~ BM 2002 PG 226 ~ fi~~ ~ i ~ r
fi ~ I~~ ~f 1..14. ~'G, ~w ~ E 4 ~ ~I I ~ r i I N~ tf TU ~ I ~ . , 1 ~ ? ' NC PIN # 17280'18205 ~ ~ ~ ~ ~ /
1 ~.n ~,~F ~ !iV il.l t~ Jf'~" 4
, ~ ~ ~ ~ i~ ~ SHALL REMOVE & ~ _ ~ y t~l CO TRACTOR 1 ~L F~l~ r f ~ ~ _ 1._ ~ . ~ I _ ~ E„ ° / ~ ~ °r n ° . ~ ~ 7+00 ~ 7 , R o s~~~' ~ ~ ~ \ ~ B+00 120 ~+00 tad-00. ~ _ - _ D0~ ~ ~ ~ a
_ '~~~~~,71~~8. , v `REPLACE EX. FENCE FO , - 5+ ~ ~ ~ / ` CO STRUCTION ENTRANCE t< <,~,[[~:~.~~tt,~~ ° CONSTRUCTION ~ ~ ~ ~ ~
/ ~ `rlu 4~ \i 4a ~tV i~l7.~'f i.l~. ~W ~ 1 1 "t is \ j ~ i ' i _,yt ~ ` ~ ~4ti #
4 ~ i~ t t5 ~ ~ r a tr ~ fj-,,h ' ~ j ~ vim.
_ - _ rv . ~ ~ ._e__ _ - i 4` ~ ._w _ .y. r _Ja-- ~ ~ ~ w , . _ ~ ,~,w. ~ r- ~~r y~ _
nm...... - k`^ s. U~~.ll~-tt ~t ~ 1 v~'I „~i; J~_bd~:~_~V ~v lr ~ 1 ~ s , ti"^ ~ ~ ~ ti~
° ~ 20 MINA 4+00 ~ f ~ ! ~ ~ C 1 r A ,i } e _ ~ ~ ~4 q/~ t p ~j p ~ry 7
\ ~..J m ..t ~~r 1 v 1, c. ~ IY 44.E ' ~I\l~ :ltit" ~~....!~.'`~J`,,J'A?lJ`~..-^4.J~ ~ ~ ^ - l ~ \ _ ~r `...fib."' ' m ~ ~ Jl~ ~ ~ ~ ~ ,
r{T v ~ ~ ~ .-rG""~~~a~r ti
h T ~ ~ r -t- - _ _ Ilk t s _ _ f^ ~ ~tl,~ ~ r ~y Z 'tip.. ~,~4,`+:7.4_,_ - - , _ h` i~~~ .f'~ ~ ~f s 1~ iii. ~ ~ J O
~ ~ C r v ~ 1 ~ _ _ ' ° V ~
u i „ . , tom' f,r ~ ( _ _ _ ..T ~ _ - ~ ~ i ~ era ~ ® ~ W ~ N
tj` k ~ ~ ~ O ~ ~ Z
_ ti~ ~ ~f ~ ~ O
ih ~ n. ~ . t. _
{ .?il_ j ' "~"itir~.." Y."`'°~ ~`a4 ~l ,y'' ~ 4. ti..p ~ ~ ' ~ h`~ ~ 1_ G ~ _ - _ ~ NOW OR FORMERLY
EQR R/E TAX ~ z 1~1~KE i ~ Z ~ 0
r~ci:.~ DEPARTMENT DB 10638 PG 1055 _ ~ Z
NC PIN #1728062222 , ` X Q ~
~ n ~ ~ ~ ~ ~ ~ ~ t _ _ ~ - _ - ~a ~ ~r ~ ~ ~.?n ~ _ _ m _ ~ _ Buz ~ ® V to u. W
Z
~ ~ 0 N ~
t i ~ . ~ w__. _
i G ~~~r~. ~ ' ~ ~ ~ ~ t t .t ,ti ~ - _ _ - NOW OR FORMERLY
, ~ ' .n~ .u ~ _m~ - CITY OF RALEIGH
~ ~ s ~ c.~-„ ~ _ ' 1 ~ ~.1 ~ ~ DB 2053 PG OCVS ! - .
~ ~j / ! ~ ~ ~ ~ _ . w W- _ ~ - - BM 1991 PG 241 0 UTILITY INSTALLA110NS AND OTHER PUBLIC FACILITIES, SEAL P ,®'11A°°®~®P e
~ ~ ~ - I ~ n;"~ i ~ _ _ NC PIN 1718968768 r r' INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE ~ RQl~1®®®
i CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY ®®••~Q`~EESS~p~~~®®®®
1/ / / i ~ NOTE PUbiIC CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE ; Z•• ~ ' °®9 I C CITY OF RALEIGH AND SHALL BE SO INSTAU.ED UNLESS A
'J 1, r ~ ~t i~,
Water Distribution Extension v'~aL~~ i 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH C~~ ~,~C ~ ~ SPECIFICATIONS Extension System A CHANGE IS AUTHORIZED BY WRfiTEN APPROVAL. PUBLIC ~O~~EVIE SE~ON13' SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
-,_,~_.p^;~.' CITY OF RALEIGH AND/OR NCDOT STANDARDS AND 1r-- . The City of Raleigh consents to the connection and connection and extension of the TO FINAL ACCEPTANCE.
~2~^~%~' City's public water system os shown on this plan. 1 on this plan. The material and ®i®~~~NGS'~Q~~e® project shall conform to the SIGNATURES: hn®n®°®
2. LEGEND ON SHEEET C-02 Construction methods used for this project shall con' standords and specifications of the City's Public Utili' :ity s Public Utilities Handbook.
3. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18 ENGINEER HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
C'~ty of Raleigh Public Ut~itia Department Permit PUBUC U1IUTIES 0' 20' 40' 80' 0' 2' 4' 8' KEY PLAN
4. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9.7 ACRES
Authorimtion to Construct TRAFFIC ENGINEER ire ~ ~ ~
1 INCH = 40 Ff. 1 INCH = 4 Ff. CONSERVATION ENGINEER
Date
110 -
M~-
~p ~ d' O J_
_ 2 a0O-_-_-----_ _ 415 scALE
_ ~ ~ _ _ _ _ . __.m ~ _ _ ~ ~ _ _ _ _ N M I- T »...,.._g .............`.._...~.rv_........__. e..,.,..~...a -I- ,.»__.e._..,_.~.._...
_ a, ~ m_______.._ _ a-,~ ~,~~_O .,__~~..~.~1 _ __.____.,____u___ _
~ 105 ~ ~ Z Z ~ u0
O ul rn ~ - ----~-fi ~-0- _ ~ ~ c0 p d-
= O N ~y ~ ~r.~ Q =-N M N
O O M m_...._m _ __~_._._V..~_.., ~__.m__._____________.___
e___.0 ~ sk.,.._O________,.._._.~ _ _ . ~ ~ . _ ~ -
- Q la- ~ ~ - - - - - ~
~ ~
430 -
_~;_mm..__~_... . i i~
_ ___~_T___._
405
EX. GRADE
_ ___w - ~
_._n.__. _ EX. GRADE _ _ _ ~ r._.~_..._-______
__a_ . _._._.__.~e_ _ _ \ S
_ p~° lF V ~ 1 ~ ~
~ _ _____nQg. _ ~ \ ~ ~ M
~A O ~ _ ~ - ~ _
420 _ 3,oog ~ _ ~ N ~ ~ No. DATE BY Description
M Z ~ REVISIONS
~ r__._...._J'~ 'Q~»
_ ___e___._._ DRAWN BY
~ _ ~ = ao 0o Q__.~ _ _ __.._.n ._.__M _ ~ 395 DESIGNED BY JRS
~ ~ O _ -
~ iA ~ Z ? - ~ - ~ - ' ~ CHECKED BY
- ~-3~9 __._..C \ _ _ _ 6 _ _ 8260 ~ _ - DATE JULY 2009
~ __.__.__.m__. _ ~ __O.~ - -
? ~ ____m _ _._._~..e _ r-- PV TITLE
C ® _ ~ ~4
?09° •
410
_ 335
a ~ .m. m_ _
PROJECT No. 50020200
_ ~ _m_m
._.r,.__ _._~.__~._.._..n__ ~ A
400 U4
06+00 07+00 08+00 09+00 '~0+®® SHEET NO. 4 OF 18
-00+00-- - 01*00 - - 02+00 03+00 04+00 04+00 05+00 06.00

~ ~Si,
~ y~P ~+x., yr^• z_,~. j f S 1~ f ~ ~1
~ PLUG EX. UPSTREAM SANITARY SEWER IITARY SEWER LIE ~ ~J ,~f `-~,4 w ~
{ ~ WITH 3 OF CONCRETE/BENTONITE MIS f R c t ~ ~ t~, ENTONITE MIX~° ~ ` 1 O ~ ~ i ,
Y r ~
1 ~ - .u, tr ~ c~ Q ~ - ~y(~~~~'~obi> ~ ~v "'t?hi~'' ~y~±rr. 1, ~ iir' i,`-~i~=~~t~ ~~7.v~> ' ~j~/~~ ~ ~ ~ Dewberry & Davis;lnc.
~ ~ ~,M, . UNITY ~ f-U , ~ , ; ~ : ~ _ ~ , ~ 7. ~ I r ~ ~O r/j~ Q~ 4~ 2301 REXWOODS DRNE rl ' f W ~ ~ surrE 2oa
RIVER ,Z ~ ,~,I_,_~~ ~ - I FALLS INC• b~-= L, t i ~ , ~ f RALEIGH, NC 27607 l
9 ASS ~ ~ ~ ti i ~ .rya ~ ~ ~ ~ ~ J Il / ; : W ~ ~ PHONE: [phone] r ~ ~ ~ 0 ~ FAX:919,881,9923
u '73~i~?- ~ ti ~ f~ E r, . _ , ~ ~ ~ t ~ t
u _ qtr TF_ ~,,~:~~NAL!; ~ ~ ~ , ~ i ~ NCBELS ~ F-0679
~ - ~ ~ ~ f INLET PROTECTION PROTECTION (TYP) ~ ~ ~ ~ ~ ~ ~ ~ Ci,~r C~ ~'~'~aE~~Y nom'-~~,~ ; i ~ ~ r
i ~ 1 ~~=v~ d T HOBBY & SON, INC
d ( ) _ SILT FENCE TYP { v. - ~ ~ ~
r '~v'___-_ , c . r~~ ~ ~ ~ - ~
~ e~~ ~ ,
~23, Fes,. ~ ~ ~ ROM 80 ~ ~ ~ ~ ~ , ~ ~F ~ 1~ ~U 'ti
i~~A V3w ~C~.RL1~~~Li 'S~.`,. ( r `~~.K / ~ E41 i. ^l _i L`^.. CITY OF RALEIGH _ 'r ~ / ~ ~
v
- ~ - ~ ~ - 15+0
w7~ T. `?~Y _...m - . ~r,.~,~ j~
.fir? ,Q "^G~,~_,,"'^~,, f),a~ ,y~' ~J~~"j ^.~*j~Il'.~Y
u~.., ~ ~4 `~,~~CF.. ,~c' ~ f~ t A ~r ~'f(T~ ,w ` 4 11 ~ ~ ' rt~~

c - f O ,v,.-..~..... / ---"tom, ~ i~ ~i~- 'e',~ r'-:..1 n~P ~'~v./, rte, j(
_ _ _
"`w,, / 1 a E f I ,3 ~ ~'((^1~(~1; 1}`- 7 'f r1 "a
M1 ~ f? ~ ~ 1 n l _ x r ~i i1 "'i".. ~,M 4 {ter ~j ! 4 ~ / 1 r '"%~,h~! I
w fl - ~ - M~ D C V. I "r. ,l!. ~ fl u ~ L.~ C'~ S.A~ 1 1~, E 't,~,. htf~~t~ ~ ~~~W~1 . ,emu..., l ~ ~-i nt' "F'L ` f I ; I1 `
w°""'4^-'? ~ R~'. , 45. tit' lie ,(lJ tA,t.) f ~ ~ ~ ~ ~ ; t ,E i~sGL~~ ~ ~ - ' TEMPORARY CONSTRUCTION 'o t / ?Q .~a~ i',~ ~ a.~' "gib J ~`'*`Y `~1`t1nE.1~~~# ~ ~~J..~~~ ~ ~ ~ t ~ W ~ N
c ~ ~ ~ ~ ~ ~ • ~V~I~ ~ ` ~ MENT WIDTH VARIES TYP BLIC r` ~ EASE ( ) VARIABLE WIDTH PU r ~ ~ E t,-.~ 1 J
` R EASEMENT TYP ~ ~ f _ ~ ~ ~ ~ SANITARY SEWE ( ) r~ _ ~ ~ _
ate; - LIMITS OF ~~~-C„ ~ _ ~ r I r r-;ti ~ `,ti~~.~ UCTION TYP ~ C,r-3 ~6, ~L W V
, ~ 00 CONTTR ( ) 1~ ` ~ , 1, fps ~ , k ~ _ ._.,,u tt, ~ ~r"~`NT:~~~~.~~' ~a~ z ii4t~~ 1N:~~N~:S1'~3~,
~ ~ r-~ -y~ f , d t l I ~ ~ W J 2 / ~ f; YYY ~ fir, ~ ~,.ti DOA ~ ~ l ~ ~ Z ~ O
! r~ ~ , - ~ ~ ~ ~t ` ~ CLEARWATER GROUP, LTD ~ ' ~ <~1t t Ate' I ~ ~ ~ t ~t ~ ~ - ~
11`~ ,N '"t f ~y ]~s~ S~~~k~7 ~ n. ~VI~'L ~.L,.J~ t i
~ ~ PLUG EX. 0 EX. OWNSTREAM SANITARY SEWER LINE r f ~ , ~ ~ ~ ~ ~ ' ~ Q ~ p ~
, ~ NCI f ~ ; , ~ WITH 3 OF CO 3 OF CONCRETE/BENTONITE MIX ~ 4~ p ry~ " ~ ~ ~ ~ .t is .
r, /
d,,.+'' ~ t ~ ? 4~rdC. r ~ ' N3 . Cf, z CI~~EZ~L~ i ~ li / rA`"~. h~ k
~ J ~ NOTES 1 4~~ r ' CQA B REAL ESTATE, LLC i ~ ~ .
~~II ~ ~~.xa i ~ ~r s` ~ ,~~i ~ifx;'~ ~ s ? 35 ~ 1 f n_ m. _ ~ ~ a .fit"` pi°uu~oae ~ ,1 i st1 ~ SEAL °°®°~1~ ~ A RQ,®~i~i
~i~`4V w ~ e SHALL BE IN STRICT ACCORDANCE. WITH j` N~t,~'~rr' ~ r 1. ALL CONSTRUCTION ~ ~ , ~ i~1 u~ \Zr. ? ..a..
- NCDOT STANDARDS SPECIFICATIONS z~~ ~ ~ CITY OF RALEIGH AND/OR w` l..J l`` lF ~~nd' J~ ,s ~ .
a ~ t ~ ~Y~ l ~.I ~~tq ~ ~ ~ J~ 4, f NTICIPATE HAND DIGGING FROM STATI N,. ` j
~ CONTRACTOR SHALL A ~ ° s ~ , a:~ 2. a~ , ~ . j~ R•~ 15+40 TO 22+70 TO AVOID UNDERGROUND ELECTRIC. _ ~f1 p 7
~ • c~ r CONTI CONTRACTOR HALL RELOCATE ' ~ ~ ~-1 e ~c ~ ~~'~v> sE~ar~
ra ~ ~ ~ ELECl ~ 1~ CTOR _ ~ ~ , ~ 3. ALL SIDEWALK AND CURB ~ GUTTER DAMAGED BY CONTRA ~ ELECTRICAL IFEQUIRED FOR NEW WORK ~r ~ ~ ~ '•.,F~~..FtiSINE~~'~' ~m•'~
~ ~ ~ t ~ g ~ , SHALL BE REPAIRED TO MATCH EXISTING. , , ~ ~ ~ , r~• w;' ; i
Q~ R t J ~ ~ ~ 0. ( , CC ~I ~/1~ j?`i1
~ ~ " 4. LEGEND ON SHEEET C 02 ~ ` ~ ~ ~ f ~ ~ _ ~ / r
~ - ~ ,fl ~ 5. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C 18 a. HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE KEY PLAN
0' 20' 40' 8d 0' 2' 4' 8'
AREA FOR THE PROJECT IS APPROXIMATELY 9.7 ACRES TAL DISTURBED ;,5 6. TO f
~ , ~ ~ 1 INCH = 40 Ff. 1 INCH = 4 Ff.
1
~ /
_ 4
400 n________ _ U]]LITY_INST. TIONS...AND--OCHER-..P. LIC_FI~CIUTIESS,~ SCALE
~ INCLUDING SID ALKS AND HANDI RAMPS ARE TO BE
___~N ~p- _CODE. THESE ACILmES HAVE_BEE APPROVED BY THE
CfiY OF RALEIG AND SHALL BE SO INSTALLED UNLESS
_ t 5 SANITARY SEW EASEMENTS ARE TO BE RECORDED PRIO
The City of Ralei h consents to the connection and ext nsion of the ~ "T6 FlNAL~"ACCE E: ~ ~
~ .,~_~w_.~,___._ . ~ _ . _ r R3'-'s-Pu ' ystean-as._shawn n~#his._plan.__The..material_..and______._ SIGNATURES: ~ ~y _
__.r-_. m._ a_._ . ~ ~ ~ M Construction met ods used for this roject shall confor to the
N ifieations- ofi-the -ity°s-Prrblic-tltilit' Handbook: _ __.__.ENGINEER a7®
_-___.~~T ~ L, ~ -Eiiy-of -RaleiQ
v ~ ~ ~ Z _ _ _ _ ~ . ~ In fn Z . Public Utilities Depa ent Permit
390 - rt ~fiRAfflO'-ENGHV _ ~.~--a---_ hadzatian. to_C . - _ _ -
_ _ _ ________.______e_ - _ ___._M1______________~__ T D _ CONSERVATION NGINEER -
. __,_r__~ w._~m____.__ _ _ _

_
._..~m..__._._._.
_ ____m__.____ __.___~_~_m_____ \ 135
~
- ip 140 _ \ to o0 _ ^y ~
_ ~ co
_ _ __w _ _ _ ~ + 00 M . No. DATE BY Description
~ ~ ~_N et 130._____. ~ F.,X~. GI3A E____________.._T ____r~cL~_z.~_.__._.__.. 1~,~~ . _ 380 REVISIONS
~ ~-O ~'h~•Ml- ~ 146 ~ - - DRAWN BY JRS
380 3e -
OF 249j - - - - n1r z z _ _ - d' ~ M . ~ _ rn rri~~ _._._..________r~._ ~ JRS
~ ~ - ~ ~ ~ N ~ DESIGNED BY
I ..i .~m_ .._.....e ~ N ~ ~ M M_ ~ _ _ _ _ _ 1 ~ - J LL ~ ~ r ~ _ ~ oNi M ~ CHECKED BY
_ _..__._._..__..____.A___~._._..... e__ ~ ~ ~ t~ „
~,...SGI._..~ Z Z~ - - Q _ _ ~0D ~ Z ~ ~ N ~ DATE JULY 2009
iA(~D_ZZ N~~-~ _ _ -4..5_x_, ~ ~'`i~.~- _ in v7 ~ - - , TITLE
_ ______v.___ ~
_ _ . a_._.~-_.. ..__...___.__._m~., p _ ~~~ZZ
_
_ . ~ ..a 2 a ~1~
370 _ AG _ _ _ _
_ _ 9 _
99 P~'C _0:80.____.._._ 204.87 F .AF ~a.~_ PROJECT N0. 50020200
C ® -
0. O% a _ q _ ---~q~ _ v~.'~Gl ~I.~ of ~'~B-tF PVC ~ -o_~ q p.
24" -jr~~r " 24 P C 0 827
360 Cm,05
360 SHEET NO. 5 OF 18
20+00 1+00 ,00 18+00 19+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00

r q s i t t t ~ ~ f ..4 ' d
tl(t ~/K.~ '?'n ~ 1 4 CJ ~ ~ i.ir E 1 ~1 ~ 1, v'n, f~i ~ i i ~ 1 ~
d ^n ~ 4 I °,a va ~ ~ ! 1 1 i 1 i ~ J f
~ ;!s- l h l i ly I s l ~ ll._ ~ ~I ! ! , i ~ t 1
! t ~ <J ~ F
~ ~ ~ COGS 'f ~I ~ , ~ 1
< < ~ ~ t 1 ~ ~ ~ ~ Dewberry & Davis, Inc.
~ 1' ~ ~ ~s~~ a t o I ~ ; ~ ~ ~w! ~ 1 ~ ~ 2301 REXWOODS DRNE } 1 r , F SUITE 200
's , ~ 13 ~ `i t ~ , ~2}f'r~ d ~ ! ~ 1 i ~ ~ -i 1( r' CL ~ i i j ~a .1'C.% ~ ( ~ .e;' 1 ~ i l ~ a~ ~l u3' !Ti r r. r. o l - ~ ~ ~ 1 ~ NOW OR FOIZMERLY ~ ~ f~ RALEIGH, NC 27607
~ ( ~ I ~Cl(~=3bU.~~ t.~- _I ~ ~ 1 FORMERLY I fi r~ ~ ~ a _ w F ~ ; ; ~ NOW OR 1 FALLS RIVER DEVELOPMENT ' ' I ~ f PHONE: s~s.asi.ss3s 1 g 1 ASSOCIATES ~ -:'`~~e`~> ~ ~ ~ F~:sis.aa~ss2s
~r,.~ I 1 l~ ~ ~ ~ i ~ U'' ~7 C11 i'1 I? ~1 %)i ~ ~ Cs G7 r~ I ~ r ~ y ~ ~ ~ ~ ~ ~ ~ ~ FALLS RIVER DEVELOPMENT I ~ ~ t ~ w~ ~a ~ na
N ~ I , ~ { ~ ~ ~ ~ -_a ASSOCIATES t i ~ C O DENNIS ROCHELLE ~ r~-~-.~ Y ~ ~ ~ NCBELS#F-Daze DEED BOOK 6667 PAGE 391 ~ t E~t~ ~ ` ~ ~1~1'd
E o i ~ _ . ~ _a ~ ! i C O DENNIS ROCHELLE ~ t ~t f ,.a: i _ ~ ~ 1 ~ t ,1~. o ' ~ ~ \ r ~ ~ ~ I i~~ ,E _ _ a t BM 1998 PG 2271 I ~ ~ •~C, ,t~,f h~~i
~ ~ ~ ~ ~ ~ ~ ~ ~ y i - i DEED BOOK 6667 PAGE 391 _ ti _ ` E (~I ~ ' ; ~ , ~ ~ ~ ' - - _ i ~ BM 1998 PG 2271 ~ _ NC PIN #1728157947 - Ll~~ t
I ( - ----1 r, ~ ~ _ t I ~ 1 e: ~ ~ 1 2p' CiiY JF 2IaL~IC~}, ~~'~JER '-~uEPa1LNT ~ , ,i e ~r ~ ~ ~
r. ~ ~ ' ~ l I I ~ q ~ , 1 i NC PIN X1728157947.._.- - ~ ~ ~ ~i 1 ~ 1 ~ ~ 1 ~ ~ I~ ~ ~ a ' _~__m ~ ( ~ ~ , c~G ~ j. a ~
E / , . ~ ~ r__.. _ _ _ _ ~ ~ _ . ~ _ w ~ ~ ~ ~ J~~ ~ i ~ C7 ~ 1
3 ,,i~ i ~ E 1 111 ~ 3 ~ b i.J t __~___.v~ ~ 1 ~ ~ ~ 77 pkl nr
1J ! R. ~ ey t !4'4` 1~
+J 'f.. ~ ~ t; ~ s ii . ~ ~ ~ ~ ~ 1 F- ' I ~ ! ~"CONTRACTOR ~~iALL OPEN CUT SHADOWLAWN' DR~~UE.
~ ~ ~ 1 ~ '--I-t ACCORDANCE WITH CITY II ~ I ~ E REPAIR AND REPLACE IN ! i, ~ ~ I~~v IN. s ~ ti,~~_..a.~ ~ I 3-. - I ~ ~ h ~ ? NOW OR FORMERLY I _ i j ~ ~ ~ j ;
s ~ ~ I ~ ~ ~ ~ ~ ' ' ~ i ~ OF RALEIGI~ AND NCDOT STANDARDS ! p ~ t ~-r ( ~ ~j I 'P i, a ~ j I 1 ~ ~ ! ~ l~"'r i t j i ,I, g ~ ~ ~ . ~ , ! I ~t~,~..._~ . 5 ~ ~ ~ ~ FALLS RIVEF~ TOWNI~OME ~ i 1 p. ~ ~ _ i rte, 2 t - ~ ~ i ' I ( _
p ~~1a l.,~li.: 1 aE i~ ~ 1 t' ~ u I ! ~ pp ~ ~ „ ` ~ !ASSOCIATES INS ~ ' ~ ~ I ~ v~11~11~ ~ ~ ~ j r ~It~.L S!D~`J~~~ . ~ ~ E i ! `r ~ 5~ ~ i/i' ~ b'~
I ~ I, ~ i tip ! ' ~ ~ ' C 0 EAST WEST PAR`~NERS E 11 + I I, i I N- G ~ ~ i i t i,
~ro E~ ' ~ ~ I I ~ fit'' ~ DEED BOOK 8151 PAGE 1663 ~ - ^r~~ Irii t D~w~~ _ I+ I 1~ ~ s n m~ ~t, 7 ;,O~b~,E~EIE ,~.v,;~~~,~ ~
io ~ ° l~ ~ 1,~r ~v.~7~ ~ i ~ 1 E BM 1998 ~PG 1572 _ i,., i E 3 i i ~ ' tl>V ~~w-~.- .:~r~OJ,%~~~ j`,.._ 53941 I 1 k I' ~-L~ i~" `~i~~~~li;~-,l ~C _ r~
i ~ ~ , 1 1 ~ ~ ~ NC PIN # 1 ~ 281 ; ' , ~ ~ ~ ~ _ ' ~ ~ 40 X 20 ~ ~ ~ 1! _ t / ~ Ja ~t
~ ~ ~ , u E i"- ~ \ i INLET PROTECTION TYP rEE~i~, ~ i~~ ~c~i~r~„E=. ~ ! ; ~ ^ , ~ ~ i ~ ) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , BORE PIT i~-~ ~ ~ ~ ° 'i ~ i ; ri u .
~ ~ ~ J J,. ~i i i ~ ( 3~"'~ ,...t r~r i l~y ~ r i t ! ~'~~i ~ f l _ _ r _ , ' ~ 1~ ~ ~ ~ f
f ° i i RMA ~N ,SEAS ENT _ - ~ G - Y~~ - ~ - ~ 3..._.m. - - ~ r ~ _ _ t [ _
s, _ _ u_ _ _ ~y ...~:.t. ~ iJ iv~f' w ' ~ ,1 - ~ t7 ~ t ~ ~ ~ ~ ~ ~ ~~•---5 `e. ~ - ~ ~ I ~ ~o~ 111" ;A Q ~ w J
. - 90 ~ ~ ~ . ~ ~ r _ - ~a_-- ~ ~ , ~ t - ~ ~ ~ Z
155 ~ 0 _ ~ ~ ~ 25+~0 26~'DO , 27+00 \ 28+00 ~ ~ 29+00 ~ 1 30+00 ~ _ _ - . - ~ ~ .~..,_.t.. 30+00 ~ .I ~ 31+~~p H ~;3~~00 ~ , ; ~k~~~-~ 3~`F00 ~ ~ ~~~~=~3~ ' ' 7 , f~ ~ ~ ~ ~ ~ ~ 0
~ ~ ~ sue''- "7"°~'^ . . ~ z . - ( ~ ~ ~d fl ~ , . i Cf - - , q ~ ' - ~ i ~ t u' ~ ~ ~ W f~, _ _ 170 it I!~ ;,~pl(~Ili'SJ a~~~~_~, y +I t~ '7 C /'~'~~'`r'"si ~ 1 ~ ~ ~i;,~'~~~f I~^y~. ~~~3>~~L. y~../~H* ~ ~ O W J V
1 960 3 ~ 165 I I ~ i ~ 9. .r.a, 1 e.,°' k1~Ui r ~ ~iSP~~ital.T~-~i I ~ rr ~ ~ ~ ff - ~ ~ ' ` 4.-- ~ ~ ~ tl f ~ I ~ ~ i ~
. >s.~.,~., __w__ - - _ ~``3 r~~7~1'i ~1~..~I' j ~l ~ .m--t Y'.d..,_....-..... (i *1 Vi it E~ ~ . ~ U ~.p"~df ~i ~L.I~ ~ 2 o f ! 1
:,.~.6,~.'~-, .~,.I~ ~ r .......~~L~-, ~ ~ ~ P~~E~~ ~ ~i't~E1...1J~~ {/7 C.2 t ~ _ ~ Z i O ~ ~ (~f ~ ~ ~ }
i ~ r 2 _ ~ k p _ ~
0~ I.O~ ~ ~ ~ ~ ~ ! ~ T I ~ ! ~ ~ I ~a ~ . ~ ! ~ *e I' ~ ~ ~ -I 4 ~ ~ - 4 I I - i i ~ ~ ~ I ~ ~ 1 i! I ~ ~ r ~ . ,;ELI - ~ ~ ~ 1 I s r ~ i ~ ~ ~ ~ s - _ ; _ - r o r~ ~ i~ 9~ ~ i~ 3 U CD ! it ~
t E ~ rc s i ~ ~ i f j ~ .d_ ~ ~ i I ( i _ ` ~ i , ~ t ~ ? I i i ~ ' ~ 1 ' - ~ `ra' ~ 1/
1Q, ~ ~ ~ / ~ ~ ' I . ~ ~ E tom.. _ ~ i / I ~ ~ i ~ :<1 I ~ ~i U I I 1 ~ ~ t i x 1 t"Z.. ~
_ _ ~ ~ ~z~_~ 1G: _~~U.~, l ~ I ! ~ l i~' ~ ' 4 ~ry - . r,~,-;__,~t~~a_. LIMITS OF ' ~ ~-~:~t'~ _ 1 i ! !I 1 it 1 V C t.~ f`:5 4- ~ ~ 1 .~E ~ ~.-1 a 3 r ~ ^
~ n~ ~ ~ ~ i2`~~,f,ti.r r . CONSTRUCTION TYP I ~ Cu,~.< ~ ~ ~ ' ~r ~ ~x i ( I I I } r. ~ 1 !'fir. ~t t tS~ ~qtV !tii h~rAi ~f ~ U•, i Q`~=35,64' N - ,t . ~ ~
'`../~^x!"~'1 l~^ E t ~1" i J t ~ Ott / v4"' f~'t,_l rv L~ , . r( , ~ ~ IhI ~ =,J I; nn;, ~ ~._ii l~~~a ~Gr^ rti~~ I , T6-'` r' r , ~ Ili, a ~fl, ~ ~ ~ ~~i ~ ~ 1. ~
t~ ~s~f I t i, . u. a -~-r , ~ ~~,t~ } 3i _l'~, ~ l.~ltit!P~!c.~ p.1~~ P ~ - i ~!>~!i4~S~VvhL.~_ :~V ~~~1T: t;~_~~5~.~ ~ ' ~ l I 'fir ~ -x~~~f~ ~ , i F ~ 1t~ ~ noq
s' t ~ I ; ~ Jr"- r^ fin i,~ "1~ t J ~ ~ 3 J SEAL R~ °4 ~ 1 C ~
~ I~~ ~~~~Cv _ w_ ~ ~ ~ NOW OR FORMERLY ~ r~~-
,.~°I' Iii ~'i ~ ; ! ' c~~ ~ FALLS RIVER PROPERTIES GROUP 1~7 ~ ;~`;u~~~ I,~ ;i i > ~ ~ lfai NOW OR FORMERLY ~ .
I ~ ~ r.; ;i ~ ~~0 VANGUARD PROPERTY GROUP F~ ( I TOWN CENTER CONDOS ~ "~i ~ DEED BOOK 8921 PAGE 1906
.~j X41 ~ I TOWN CENTER DEVELOPERS, LLC BM 2005 PG 728 i ! ~ ~ Id`d~l , ~ ~ 's ~(~~EVIE SE~'~ONL~
~ ! ! ;4 i. ~ ~ DEED BOOK 11677 PAGE 641 NC PIN #1728157655 ~i ~ f ~ ~ ~ BM 4? PG 2173
`i ~ ~,I ( ( ~ ~ " ~ NC PIN #1728154603
I ~ NOTES 3. CONSTRUCTION CAN ONLY BE PERFORMED MONDAY THROUGH FRIDAY BETWEEN I THE HOURS OF 9:00 AM AND 4:00 PM. t~',;~~ NOW OR F012MERLY ~ ~ ~ m°~i®®~~~~~'~~°°°o ~,~a
i uh UCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH i FALLS RIVER PROPERTIES GROUP n®ome°j1'
~ I ~ 1. ALL CONSTR I -rv--~ AND OR NCDOT STANDARDS AND SPECIFICATIONS. 4. ALL SIDEWALK AND CURB & GUTTER DAMAG CONTRACTOR SHALL BE C/0 VANGUARD PROPERTY GROUP DEED BOOK 8921 PAGE 1906 H®RtlZONTAL GRAPHIC SCALE VERTICAL GRAPHtlC SCALE
~ ; = ~ REPAIRED TO MA CH EXISTING. 6. LEGEND ON SHEEET ~ J 1 ON SHEEET C-02 ~ Bivt zoos PG 728_ KEY PLAN
~ I'f ~ ~ ~ 2 CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT FOR TRAFFIC ' ! 5. DAMAGE TO SHADOWLAWN DRIVE SHALL BE REPAIRED AND REPLACED ACCORDING ~ v ~ NC P1N #1728250624 0 _ 20 40 80 ~ 2' 4' 8
1 [ CONTROL 24 HOURS A DAY. THE INSTALLATION OF SANITARY SEWER ALONG 7. EROSION CONTROL Ci I CONTROL CONSTRUCTION EQUEN(~ ON SHEET C-18
I ~ . DRIVE SHALL BE COMPLETED IN PHASES. NO MORE THAN 300 FEET OF TO CITY OF RALEIGH STANDARDS. DAMAGE TO RAVENRIDGE ROAD SHALL BE SHADOWLAWN ~ m.`_u EING PAVED AT ANY ONE TIME. REPAIRED AND REPLACED ACCORDING TO NCDOT STANDARDS AND SPECIFICATIONS. g, TOTAL DISTURBED ARI ISTURBED AREA FOR THE PROJECT IS Afr~'RQ~It~l~~~l~„~7 ACRES 1 INCH = 40 FI, I INCH = 4 Fr.
~ ! ~ SHADOWLAWN DRIVE SHALL BE DISTURBED WITHOUT B
UTIU INSiALLAT~NS AN OTHER PUBLIC FACT ES, ___._e _ ___m______~_-__n.__..._. _----_-INCL~DING SIDEWALKS AN HANDICAP RAMPS A E TO BE
_ _ _ ____-~~~-COD THESE FACILITIES AVE BEENPAPPROVE B~1' 1~liE~ 3
38
~~r --D~S~~I~kl~ el1__ / -~EY~t'v ~0~_-Sy~t~~1 , A CH GE IS AUTHORIZED BY WRf1TENwAPPROV _ PUBLIC . SAN SEWER EASEME ARE TO BE RECO DED PRIOR
_ T Raleigh-cones o-the~~connectio -arrd -extensicn__~_. hs T0-- ~ AGGEPTAI~E. SCALE
City's p blic water system s shown on this pan. The material nd _
one ru ion me s use ~tfi`s p~ojec s con orm o~ie
staDdar s one ~peciticotio~ of _~~Ci~s Publ c Utilities_Handboo ENGI EER
~ NM
Public U ilities Department Pe t PUB C UTILtBES
160 Authoriz ion to Corretruct _ _a.~_ _w_____.._ _ ~NEER
-F O I- _ _ _ __.....,..f~_~,.- _ , _ . _ _ ~ ~ _ _ . -
N t~ ~ _ 155 _ ~ 0 -.c~_~ _ -~---u~- _.__~.__.___._.-CON TION ENGINE - _
; --Q..~_> _ Q Q ao co ao ro zz _w ~ _ ~ cn o! _ _ _ _ ~ o ~ - - _ 15
o N ____e___-- _ 370
370 ~ cp p N ~ ? ~ ~.___._.e~~ M_n..~__.___~..~ _ _
_ _e_-_-..___.____ - ,NtO ~ r_ _.m m_ ~ _ R _z
- - Q.~~.>______ ___m__. _ _ ~N _O
~ cn~?? _ _ -
________..____-,h~~.__ _.M_~ _ _ _m_ _ _..~.Y.________..
_
_ I ~ ~ i . ~l_ _ v, ~ ~ \ u__ N ~ ~
~t~--LF--OF ~_36-... - _ - - - - I - I , - - ~ L~. v~~._ \ ~ _ ~ ~ _ m_..__
_____v_ _ - - I __STEEL ~NQAS.E EPiT ~ _ ~'~~aL. ~ ~ ~ ~ o ~ _ No. DATE BY Description
O 29, ~ ~ _ _ C®_ .~.___e.-. _ . _ _ _ _ 360
- , ~ 36Q I _ REVISIONS ~ -
IP 1. T ~ ~ ~ Q _ _ _ - ^_lf ~ -~-?-Z ~ DRAWN BY JRS
00 L . f L. .~m. _ ~ \ JRS
___,_,___.__m.~m______.- _ __._..r_ . _ .r _ _--.m . _ ~ r.~_._....--_ 71.47...0..._._ __._~_____..m~.,~s..-. I
~ OF 2 _ ~ . ~ _ _ e_____ e~._ . _ ___.e___~__.__e__ _ DID r~. =~;-6G ~ I _ ..__..-.M _ _ ~____s._ _ _ ry..._.__ _ ____n.. ~ ._e_______._._._._ DESIGNED BY d ~ CHECKED BY JLL
5.83 LF F 24 IDF 24 p _
?4" DIP~® JULY 2009
~ DATE
TITLE
OF -„~-4.~_ _ ~
~ I ~ ~ 350
350 _ - ~
_ _ ' 4
4~'° PROJECT N0. 50020200
~,y
-
- 3
340
I 23+00 29+00 30+00 31+00 SHEET NO. 6 OF 18
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

i ~ )r .i.-.'.~ 1 ~ 'i r i`' ,c,e~t:E°i GV;~t,m I... ;+€~~!%'r't'i r.!"t t,~~ ( ! F
f, a, ~ ~ a / i EX. 20' SEWER EASEME .WER EASEMENT ~ f ~---T(~~~==37_x.=~2'
~ ~ - "~j tia ~ 7 r".. I ~ li'~~i t~:3~li.>r~ ~~,~1J7 r '9
FALLS RIVER DEVELOPMENT ASSOCIATES INC ~ . ~r ; ~,<<. ~ ~ ~ 1 . ~_~y~f ! r- ST~JI~E- i~~'';% r;i T ~~C3~.~~ ~ ~c~l~ rg„~~~~ ~A r ~ ~ tin
' C/0 BRIAN WESSLER ~ i-;~ ~ l ~ ~ ~ ~ / ,r~" . _ , ~ ~~~~n ~ z" w~ . .~t~; r, CON~TRC1CTf. N ~NTRA°NC~ j' , ~ i ,rC, ~T_ s~r_ ~ i ~ ~ _ h, "T~ ~i °1~A~^ _ 1 ^r k~ 1' ~ r'r-; !~J "_~.l ~E'; ii ~~J~
~ ;j r 7l ~ ~ 1 .,:~,~el' ~JARIABLE V ~ ~ ~ ~ ~ ~rop=3.22 Dewberry & Davis, Inc. ~~JARIABLE WIDTH PUBLIC ~ ti u_ ! I~~~ ~ f12~; ~Z~
\ ~ tf '1~' I ~,i\~vs u r ! ~ I ~i~,*,~~n tarj~l ~ C r ~ _ r . ti _ SANITARY . SANITARY SEWER _ o ~ ~ ~ s ° zsol aExwooos DANE t / f 1 ("lt l / ~ l ~P '~1 ~ 1! 1 I1~~ 1 /.,,.i, (~~g
~ ;;~V: ~ ~ a~~.,._~ r .~j/,,~.. ~ ° r , ~ EASEMENT ~i rg7 ~ a ` ~ f i~~ ~JL. SUITE2DD EASEMENT (1X _ ~r9t'_~~L FENCE-~--~ f ~ i IwV ~~t l: ~ ~ I(~lV ll`~. ~S~lt~ i~(~~~E ~ERMI~,~ `~J 7 RALEIGH, NC 27607 ~ r ~ ~ PHONE:919.661~9939
A E l ~ / i 10 ,~--F ~ ~ ' ~I REMOVE do REPLACE ~ ;Ni~~ I>>1; 0=~,2°6.~1' FAX:919.881.sszs
~ ~ ~ i1 tit. ~ ~ ~ U r = ~ /i , ,'r' a h%t I J ~ ~iE ~ t ~ : ~ % ~ \ ~ . ; I ~u , ~ r - fli ~ S WER E~~S~~~T~~~~~,RiP-=~Ap_ f i~isy' GGT:i1Q~.4,~' NCBELS#F-0679 ~ ~F~20 E ~1e~v , f ~ }
~ r ~ , ~ , . ; - 326'.- / ~ _ _ ,t__._ m . ~ ~ j ~ TEMP0~4RY'~STREAM
\1 t _ _ ~ ~ o , ~ i ~ , ~ CROSSING W 2-36"
/ / ~ ~t`t~ ~ t
it ~ ij~`,i p~l?~'r ,~~i.(??' ~ r ~ _ ~~f r~` 38+0p' ;~a' ; ~3 ~ _ - 3~9 ~ _ ~ _ r ~ i ~ REMOVE EXI TING
FALLS RIVER DEVELOPMENT ° ; ; ~ P t ~r ~ ' ~ r ~^r't~~~ X27 ,_.~Y ~ ~ i . ;fc~i~~ ; ' i ~~~t j ~ tai 1: l ;~~~;~r? '~i'~r;' ~ _ _ _ . ~~i= [L ~E~ ~ ~ ~ S ARY ER
ASSOCIATES ~ h~e;~,a.~s r ~ 1 ; ! ~ ~ j` ,Jb i;. _ I ~ r~~ ~ !i FALLS RIVER DEVELOPMENT ~ ~,E.,~,~ _ ~ r ! ~ :r t ~ ~ ~ _ -r-...''~- rl lid ~'`~r~. ' f---f , 't 0 ~J~~ i ~'a
1 7~4.k~v..."-~ 1. Erl d;) i,°,.~. t. -t 1, ~~~i ~ir~i'u.(J, ~ ~ C/0 DENNIS ROCHELLE rw~ o~ ~ ~~.z ~ ~ ,a; ! e,~ i ASSOCIATES 5 sr"` x1u.F '7. ,,..vu- xb ~j ~ i i q~ q 1 i ~ `w '~l~ GBH ~ ,j7 ~ / i ~ It\. ~'i X10
1 v~ z t~'Vl ~ ~ U i ~ j ; t . i ~ J tr 7~ 'rP~`~ 4 , h . C.S Fw,- u v Y ; I.1 I i iJ, 'gyn., t ~ . !r , ~ a ! , ~d ~ P j ~ r~.> a" / n 7C r I ~ tr""v- ~f, C/0 DENNIS ROCHELLE ~ ~ ~ ~ ~ t,~.f " ~ p, r / ; , , ~ G,,~."'~ w _ ~
-c t ` ~ .
a - ~ w - ; ~a r, ~ ; ~ ! ~ ~ ;
l ; ; ~r r ~ ~ ~ o , : ~ , ~ r~~ "i i ( ! ; ~ ark ( 1! ~ ~ ! ~ ~ v'`,, i a v ~ . a.. > , ~ _..e._ - .M ..............r._ 0~~~ I!,> i `.a1~~~ ( ~ ~ ~ NI I 7 ~ r N ~ ~ x f ~ ~ . ~
~ a i _ `~-1R~f.: ~ i of ~ ! ~j ~r ~ i i ._-a` j,. ~ 1/yl by A I ~ _ _ tµ. 1g ~ " to ~ , j~ j ~ 1 c ~w. "1G . s,. -
~ Im~ ~ ~ ! j!, ; ~ t F' t~ ~ ' ~S~A®~G~ A ING ` <r i ' ~ ~ c~.~ ~ ~ ~ ~N,, 1 ~ : ~ . ~0 -~~tJCTION y f ~ ~""~,.X....~~ ~ ~ it 1'"t ~ ~ ~ ~ x~-, C1 ~y jr r7'~~„ ~5 , ~~`.,~i
_ ~ , ~ ~1 ~ i t ~ ~,a ~ a AER ---z J ~ , ~ I l ~ ~ - - ~ I ` ~ r,^ G) ~ ~ sf ~ i ~ r ~ ~ `cr ri , ~ ~ ,r ~ 1 ~s, ~ ~'14
I u~~iG;_~ ~'J~tk~_~ ~~7~__ t~ 1~= ~l1 ! r.''1 ~ x / _;~t,~ ;~e~ 1 nE, ~ ~ ~j ~ ~ Fr zf. ~ ! ~ a y.q. _ e~ :jY,;.J ~ Cis ~,W CI ISM ~-t "~"'I / : ;~~.r"" ; ; s
LI V~~ U U IJ ~ , ~'1 t ; ~ a ~ ~ i ^~,'~,r f¢3~T { t-i.;.:,-~f j r 1-~ l~ l" i~~:~. ~ ti`"'i ~s 1~~1~i~.~C.GJ~t~iil~l:. s ~ '1 ~ I F...h ~ I ~ I 1 ~ ~ ~ 7r~ ;.f I .I I 1 .~i;' , ~.,f TY ll1 S, ~1 ~ ~.xr 1 ~ '-CF'nilll Ivli~IK F~~~1~'r_ ~ ~ p N ®
l~ Ijf, i ~ i f ~ k 4i. ~V i~ / f ~ l fmY l ~ r n rr' W'\ r' "e U ti p ~ j3 1' 7 ~ tom. r ~ ; ~ . ~ 1 ~ i t ~ ~t I,E~; ~r ~f '~I r T~.~ ~ °r- tirti.~ti t ~ ' ~ L,Ft~`1t I~,G~E :+IiJ~Sty?~~~ ~ E N~;,, F I ( I i\t: I E1 ""x a~~' ! r; ;1 j it+, t<7' ~F :y"j ~t~,? r~C~i f rj 0e. ~i CONS~FR.U~C~TIO,~! j~~.~ ~ <fr'- 1-EX, ~ ~~i;R~"1C.A~ ~i~~: ~ . 2 w Q N
~C . , -l,' 1 REPLACE CONCRETE CURB ~ CURB EASEMENT w~.._ / 1~ ~ ~ UL~~' \ ~ ~ ~ ~ ~ ~
~ 1 ~ ~ ; t z t ~,l, ~,.F 1; i ( ~ ~ r-~ ~I ~ „ , ~ - GUTTER AND SIDEWALK ~ ! ~ ; 1 _ i ~ ~ ~ t~ I d' !~4 4 ~Ji ~ Jj ELK ` ~ ~ i; 1 ! I ~ ~ !eJ ~ ~ w
, ~ ~ ~ t fG~ i' ~ r' r ~ q~~ ~:~_""`lf"_ I ~ t1% ~ l( i r. ~l ~;l r ~'=*n,;:), ~ _!ti~'~ ~,u~~,i„~ ~ '~ta~ fs`={ ~'~~~~R'_,Y ! ~ I ~ , . e I ,mac, r ~ ~~t . {
i.~C~C1Ct?r~ ~C~~~,a;~.K ~ , ~ t ~~:.,~a,~; ~a!~, - - ,t ~ ~ r' ~ ~1 ~-r, ! SUMMERMILL PROPERTIES LLt ;RTIES LLC ' ~ ~ ~ ~
` C~ 1'd ~ ~ ~ t n~' ~ ~ ! 1 r ' ~1~~ ~ ~ ~ j ~ ~ n ~ " ; ~ ; ; , C O CAPITAL PROPERTIES ~S t r !;1,~~ _ ~ !mil ~ - - :rn / ~ 1 E ~ k ( ~ ~ - J , ~ r , /,-j ( ~ ~ Iv~t ~ u~-.~~,,`~ ;,,vL, ~tl,~,ty - ~~r )PERTIES ~G~=307.4' i ~ ~ ~ ~ ~ ~ ~
I ~ ~ E , ~ 15 c ~ , ~ r' / ~ 6i ~r r ~9~~"3~ sa,??~K ~.t~,~3 P.t~~~+, r E ~ I I ~ ~I ~ ~ • ' I ~ ~ ~ i i ~ / ~ (r' r' Ij 1 1 ~ ~ ~~'a ~ ~ ~ ~ f~.l~~~ ~P'.~. ~`~s~i P4"a ~~5~
_ _ v~~.~_~>•--, - - , ~ n;:~ L~.-; ~ _.~t__~~_-;__ __-=~-~~i f f f y,,~ a x~~' ~t~; ,~,~1."tN~~~~z2~n
r ~~r ~ ~ ? ~4a , r ' T SHEETING AND SHORING ~ 9~ is ,r ~ Irv I~,: r~' I® v z
_ 1 ~ .__N _ ~ ~ w ~ , ~ „ ~x ~ f~ f ! REQUIRED FROM STA 36+00 _ v~ __.~~y~._ c:~ , ~t ~ , ~ 111 ~ i6+00 i' ~ ITV ~~IJT;~')(1~3~12,65` ~ ~ ~ u~ LL ~
1 29+00 ~ 30+00 ~ ~ , 31+~,0 3~+00 33}F00 1 i ~ ~ r ~ ~ ~ "~7~~ ~ v ,y t .3'~ LL~ ; / ~ ~C3 ~ a ~ Y, "y~-..! t ~t ,.y ~ - ~ ~ 1 I ~ 'fit ~ ~ NO E"~ ~ w i~ ~ 0 N
' I tfa ~ , ~ ~j7G,, Ve r, ~ ! - __..Wt~.~ v~__..Ps_`~i ~ ~ i` ~ ~
/ r' ~ ~f c ~ ~ i Y ,l " ;r~ ~ 17D ~ fs~ t,?" y~-.._ r I~~'1 i~ t..~ r,s,'~ r 1 1 ALL ~ON,STRUCTION SHALE. BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH AND/OR ~ ~
rr-" A -z r ' f I t j r yt `~'r1 f2~ I ~ ~ _ ~ t ~,i~ ( Q ~"'?s N 2Ci` s~~diT~I~~ NCD,~T;STANDARDS AND SPECIFICATIONS s~z~E~ ~asE~lElvr
{~'S-- ~ -_a~. a ~ ~ / ~;v1 2. ~ALIt~ SI~EWALK AND CURB &c GUTTER DAMAGED BY CONTRACTOR SHALL BE REPAIRED
w , r~. I, ~X i ~ T _ ~ E ~ ~ s. - ~ INLET PROTECTION (TYP) Td MATCH EXISTING. j
1 r~~ ~ ! . l ~ *i~1I~~JT. (D'~'~ .7~' 1 V ~ m . ~`~t a ,~1..~~' r . r-'- ~ ; ~ - , ~ f!' 4.w , ~ ~ . ih'~v .r'',-~'~ tin EE f} _ ` t SEAL ~+®sruar®®t®p
~ ~ asp I` ~ P~ i t~ ~ fl~ ~ f r ~'P-r~ t ~ ~ ] f;- y~ 9~7";-~~~~~ - ...._b~: t ~ (I ~ I ~ I ~ i ~,h ~ ~ , j~ bj ~ " L,w~,~~ ~E u1G~~~~rL~ ~~~~IC ;r7 r,~,` f o ~ I I ~ 1.S _li ~ E " I ~ I ~ ~ t ~ i ;t` / t ~ tj . 3. DAMAGE TO SHADOWLAWN DRIVE AND FALLS RIVER AVENUE SHALL BE REPAIRED AND ®••®®'~~N....„ROl'•e,
t P U b I I C REPLACED ACCORDING TO CITY OF RALEIGH STANDARDS. ®s~o~~ DES S,p~'®s9®®®®®.
~ , t, f Water Distribution ExtE ~A!'t It ~.a; r R i p i ; ,1 t i '~l \ t rti r' ~ I la',~ l ~'~'i / ~i Cg (~~`,p ~ ! M1'ti. ~ \ ~ , , L 1:.' ik t~l.._ _I ' i - I Y r I \ \ ..3 7 tf' ~J ~ j~, /ti. ~~J ~ _~.~~ati~~`,~..,. On / EXtension System 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT FOR TRAFFIC
;.11_~4f~\ i~ 1 L,%~ ~~~..3J..i. G.`7. / } 4~" nt~ f~ '3 i~ F ] j ! ,$'*,~.;li" :a C" ~ Pr ~;~1 _ ~ rv \ ~f I ~ ~ _ `z~"-•, n r ~ I I if ~ . ~l l~ ~',.1 ` r.. ~ V4rt~11 ~ i , ~ ~Q~.__ j, ~;q. ~ _ , n , ~ ~ ,~~fi/ . ! , ~~f ~ ~ ~ The City of Raleigh consents to the conne~ ,s to the connection and extension of the CONTROL 24 HOURS A DAY. THE INSTALLATION OF SANITARY SEWER ALONG SHADOWLAWN I L
~T ~ ~ ~ ~;-=r,~ ~~~~~'~~°~S__` j ~ ! !t; ~ ~ Ci 's ublic water tem as shown on thi ~s shown on this plan. The material and DRIVE SHALL BE COMPLETED IN PHASES. NO MORE THAN 300 FEET OF SHADOWLAWN sE~'o
~~i~~C~~~l"~-,! r ~ g~ „ a.~i ` ' r'; ~ r„ ~ Construction methods us~l for this project _ C` . e `l. F~Jr Tr~~~~~iVG ~`Y ~~4LI E~~~.,~' ~V' ~ ~ ~ ~ S 1 ;j. i ~ l'i .,~1~ f ~ ~ ",`r , ~ ~ ~ ~ ~ ! X~ ~ ! ~ ! 1 ~ ~ "h~"~ j l ~ ~ standards and s ecifications of the Ci 's f for this project shall conform to the ~`'StiaMglpEsr~.~,®®®® i of the City's Public Utilities Handbook. DRIVE SHALL BE DISTURBED WITHOUT BEING PAVED AT ANY ONE TIME. l ,,,®®N~O~~®®
W t ! ~ 0 r I(. / I~~ ~ii ;t / i
; 1 ~ .tit s 1 a r+^~ E'`~, CI~ 0~ Raielgh L-~' ~ ~ ;~;V IPA: ~I;' `ai.8,~' ~f"a f: ~t~,,!/ Public Util'~ties Department Permit ~ 5. CONSTRUCTION CAN ONLY BE PERFORMED MONDAY THROUGH FRIDAY BETWEEN THE ®O~ihANGS®®®®®o it tI HOURS OF 9:00 AM AND 4:00 PM.
} 7 L(' ~~i' € ~ ` t ~ f uJ'~1Ei'~.~ ~ 7ri. t' ~ /l , ,r fa ;f
t ~ ~ ~ ~ ; ~j1 j b~.:,~~ 1 Authorization to Construct 6. LEGEND ON SHEEET C-02 KEY PLAN
~ ~ is ~ ~"'!.~``~J ~ ~_.C~ ~V~rFtE:._~ I~t.'X.""/ ~ ' _`!d~ 1`= ,lr~)`~ I 1
'`~'~`~GK~~~ `~iE~'~t~Jnl ~ j ~ .~,J t! Date r ~ ;r 7. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18
t ~ r ~ } i ,,t. 8. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9.7 ACRES
17
-Yid _ _ _ ~ r`
d'. _ _ _ _ ~ _ r- ~ _ N eF M ~p ap PN .__._~___-------_..-U11 TY-1N LL09}fiER"PU9 tlrt ,
M a0r 2~~ m________.____.._„~~ ._,a___ . ...._......__,~,.._._.,_._,n.,.____ - N_o ~ ~ m 2 t~ I- IN UDING SIDEWALKS A D HANDICAP RAMPS RE TO_BE i p CO STRUCTED ON ALL EETS AS SPECIFlED BY THE Ci11P
~ ~ SCALE ~ __._.______...___.-C0 ~~IESEII~FIE ~kIA1~BE-EPMPP~ -D-BY TkIE
30 _ . - o~ ~ Q m rn ~ OF RALEIGH AND S ALL BE SO INSTALL UNLESS A 335
- Z E .GRADE E .GRADE = n M
z z \ _ _ ~ _ ___SA Al3Y _sEy!.l::R._.FASEM t~s.__ARE_LQ~~ ,t0 ~ TO FlNAL ACCEPTANCE.
~I E' ~ _ .__.__w__._ _ __.._w~________.. ~ ___..~._.m__
\ m. _ _ Q > > SIG TUBES: L G_ _._.._,.___._.n..._,m.....__~..._.__-_ .____J____~._,_.____.,......._______.._...
~N
II
F'FlC ENGINEER
_ _m_w. _ _ _ . ___._._-...._.__._T.___.._.___._.____~_ _ _ _ _ _ _ _ ` _r M _
~ ~ ~ CO SERVATION ENGINEE r r
Q ~ M Z o _ 325
350 ~ - ~ ~
~____..__.____.._.e__ .____._M_.. ~ _ _ _____._____.n.._.__ _______m. _______m.__ _ ____.,.,m____..___ ___~,~~~Z?
o ~ EX. RADE _ _ ~ `,,1.
~.,a
~ _
~ ~ OF 24" D -°----m---- --~-----m--
~ w °a, \ _ ~},75~.. _ ~._____.___.p_ No. DATE BY Description ~
~ ~ ~ _ REVISIONS
EX, 54" FLOP ~
f' h ';dl; rt ..__v____ ~ ~ _ \ _ DRAWN BY JRS
..............m.M,......_.__........._..__ _......m_..........~...__._._._,._...__._m...._._._____._._.._._...__.._____......~....._.m....._.~,...'._.,......,._. _M______~ 340 ~ 315 DESIGNED BY JRS
..'N' 1 /p ~F I_ JLL
~ti _~....__....~,_T.. .al_,._._..e, - ~ - CHECKED BY
_ 1 _ ~ ~S \ ~ JULY 2009
~ _ M ~ ~ 3, ~ DATE
. _ ~ ___________.m_~.___.~ _ _ _ _ti _
__-m..____._.__..__ ~ _ ~ _ _____.m_~._____._. , -u _ ~ _ ~y ;wt ran _ _.___.._W._.w.___ __.____~_._e._ _ ._~.n_....__. ~ TITLE
_~e_____.___._.__
tr
68 ~ _ _..._.__-_.___.------,5~~. ~ ~ 1~ - o ~ _ _ - 305
330 i . u

.._...,........._.~__._-_.r ._..,_......m...__....__. _______~___mm___..m.,___.__.
~ _ ~_(F a~ _ PROJECT No. 50020200
2g
.40
- C~o~
30+00 31+00 32+00 33+00 34+00 34+00 35+00 3 37+00 38+00 39+00 SHEET NO. 7 OF 18

N 1 ~
fd Ilk: i~..~`II~;~, 'u'~~~tLl.. ~~~~~i~ _ ~.~,e/ i 4'.a.,._.__ r " ,,~,'",~L ~ i ' ~ m NOTE W ' 1~~ $
WITH ` ~ \
r . ~ / p~~) !t ! REMOVE 8t REP CE f ~ 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH vs_ll U, <<..r k.~S~. ~r..~VC_ A~:.-r~ _ ~ / tr-~_ ; m . RIP RAP E ~~--.,Cu.22' CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS ~ECIFICATIONS ,af~' ; ~
~y !~fn~' , ~ 1 J:~ ~3L.. lI i.F ( ~(~1~~ Zj 1 ~~9 1 tJ i,~r t2 ri ~`'~`'ry~? rl /1 ROLLED EROSION , , ~ r~~.~~~ ~ ~ ~ ~q~
j..... ~ ~_i~frV t7 }'7", O ~ 7 / wj ' ~ y 1 I~ ./F f`. e. .l_4. ~ , f , ~ , i ~ ~ - li ~ , , , 2. LEGEND ON SHEEET C 02 f ei r ~ti~~, ~ , ~ 1 ~ r CONRTROL ~ ~ ~ , , ; ~ ~ ~ c
r ~ -Vli~--~~~_ _1.t~~.""` P Iii t ~l~1 u~r; rr , ~T i, ! ~ t`j~'ri ? ~ r ~"l` I,, 1'. i ~j' [i`~~ I u. ~5~.~~~ ~-~,i;u(ti~_ E~~~ I v~~ 1,~11~`~ i PRODUCT (TYP) ~ ~ i - ~ Dewberry & Davis, Inc.
~ i' ~ t . ~ ~ _ p, ~ _ = 3. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18 T G-~ $ ~ ° ~„u'r ~ ~ ~ " _ 2301 REXWOODS DRNE
r',, / ~ i i~~ SUITE 200
~'~~r:.~~. I ~ ;,~r, ~ ~ 4. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9.7 A e ~ > " ~ i ~ ,~7 r _TEMPOR~ STREAM CROSSING ti, , , - ~IATELY 9J ACRES = ~ ~ ~ ~ RAV=icH,NC2~~o~ q,~ ~ ~ .=i ~ PHONE: [phone]
r - W/2-36 CMP OR TIMBER MAT / - 1~ ~ n f,~a_ , -`''--•=.r.. r .,;~X: 2d ,SEWER`-E7~SEN~~ - ~ ~ ' ~ ~ ~ FAX:919,881.9923
,~r"~~"":-°.~ `-~~?.`a%~;~'ill~tav _ 't ' ~ ~ f, ~~~flihy ~ iii( =~ik"~ °e 40' TEMPORARY ~ ~ } ' / ~ ~ ~ NCBELS # F-o879
~ ti _ X10 ~ ~ ~ ~ ~ t 1 ~ r ~ ~ ~ i ~ _ - - c: / i I r a- ~ ( OW OR FORMERLY -v ~ N ~ a~ _ : ~ _ .~""}sa„~,~--..,e, _ ~ - / ` ~ , ~ . i ~ ~ REMOVE REPLA ~~E CONSTRUCTION ; ' ~ , ' , ~ / ~ EASEMENT ' / r l.~'.t'~~ " ~ ,
" _ WAKE COUNT ~ _.,.r:.~ _ - M ~ o~ ~ `:;;,''s ~ ~1 CHAIN LINK FENCE _ ~ ~ Y
t ~ .~si•.i7 .2 `'.=1 ~..J r"te""~ V ~ ~ ' 1t^ S ~"G t ~ I ~ , ~;.w_ ~~:.~5 n_ , 40~-ci ~ E , ~~~T~~,~ C/0 COUNTY ATTORNEYS OFFICE ~ a`I ,G` ,~.J' ~ tiro ~
!i~~ . . r ~ _ ~ f , ~ - v VARIABLE WID t ~ ~ . ,a ! r ~ DEED BOOK 3385 PAGE 779 , ~ , ~ , t ~ _ ~ - f ` ` ~ ~ SANITARY SEV VARIABLE WIDTH PUBLIC ~ 1 , ~ ; , ,.f SANITARY SEWER ~ ~
~ ~ EX. SEWER EASE NT Nc PIN ~I7z845755z : M ~ ~ /I ~ RC~' I~~~l, ~1~.2~ ~ EASEMENT EASEMENT (TYP) ! ~~;;~-,;~~r'' ~ ~
mar' r, ~~~x ~r ~ ~ ; ~ _ ~ ~7 _ , ~ TEMPORARY STREAM i i'
~ ~ ~ - ~~'i ~ ~ ~ CROSSING W 2-36" ~ - `~~~i<~;~ r'' b~, ~ ~ - ~ ~ ~ ~ ~ ~ ~ CMP OR TIMBER MAT
~"C , ~ ~ ti,. ~ ~ A
~ ` { r ~ ( ~ ~ 1. ~ r Lt~ S'~ ~1T ~ V u, ~ G i°.`4„~ ~ ' r~ , ~ q ~ ~ I~ u' ;~,t 1`'Sir?~.. 4' ` ( ~ r
\ ~ ~ n~~'.~a ~ ~ r ~ ~~r ~ f~,
\ / ~ ~.n rte, ~ ~C)~ G~'
t~ ~ ~ ~ ~ ~ ~ ~ ~ , a , ~ r ' SILT FENCE OUTLET TYP ate. ~ _ . ~n~.. r, a ~ ~w r1~ v, 1 j ( ) , . ~ 5 ~ 7
t *~L r~ 1iA '7'., Ate... ..-,_,,,4 ,d °r~1,. i* Y ens I t~.i'S Y ~I ~ i,. f A, ~ '--~,.%'C,~,~;~ ~ _ ~ ~ i ~,S~~, h~ '.a:" ~"vr " ~,,`'`~w.^ ~ ~ ~ . _
~~~A~,CESS,~SL~ ~ ~ ~ ~ ! I _~~!r~ : c.~~t..~_. ~ r ~ t / ,
max` r ~ tr Q -r-; ~ ,1 ~ i r ~ ^ r .
/y i ~ ~ t~
r7 ~~r~~ ' ~j J O TG ~ 1~' ~1 r~ ~ ~ a~ ~`~~e, ~ ~ N
(,m.~l~~~ NOW OR FORMERLY / ~ t~ ar~~~!t~R~'_~ ..,.-~:^~:,--j_"."'~;~r' ~ /f~ ~ t~ W ~ f ' ~ ~ E~ ; / ~ , ~ ° ~ CONSTRUCTION ~ J ~ ~ Q
SUMMERMILL PROPERTIES, LLC ~ ~ v"~~. ~~~~~rr. ~ ; ~ ~ _ ENTRANCE ~ ~ ~ ~ Z
, C 0 CAPITAL PROPERTIES ~ ~ ~ REMOVE EXISTING ~ y, ~ - ~ ' ~ / ~ A~?~ DEED BOOK 11253 PAGE 2259 ~~V ilk: ~~,,(~~'G~t`~i~ ~ ~ SANITARY SEWER PIPE i` r " ~ ~ f a~-~, ~ ~ PA- i ~ s ac p
\ ~ ~ t [ ~~l~~ ~ BM 2000 PG 1954 i t ; ~ -,f~,y tii~?r? , ~ i i~ ~ , "X ~ ~ i ~~I~i N ~ ~ ~ ~a .:s_~~.u~` ~ ~ LL w ~
O , a '''mil`" ; ~,ra r-r w~^ NC PIN X1728266126 F ~i r - ~ • ~ f~Au ~ ,~r~ ~ ~~~.40' ~ ~ ~ r' 7 w z
' i'S 4 1 ~ U v ~ ~ J ~ i x ~V 4 ~i.. V l ~ ~ [ .,1 . t~ ~ o ~ ~ ~ ~ ~ ~ f3 > H ~ Z W ~
Iii l+~E. 4? Lw'1LV _.V ,.r y.~ ?~o~,G ti
[^.-r~ ~i ."",qtr 1 i~ l ~ - ~~,.~~.`'~r r "1,~ e
® Q sr~ ~ W V. ~
~ ~ ' as :-~..'q iv`Y / ~ ~ n~ , NOW OR FORMERLY v~~,~ v '~`a„~"~ ~,~.v, 3,:.~, ~ ~ O 0) W UJ J
20 S ti ~A,.R, r ; ~Et~fER ~,~:st_~vi;.`i, WAKE COUNTY k, ~ `i xo i?'
nr4i 1~~J"~ 2~rI. ~ 7 ' _ ~7`\ \ ~ `'y, f i C/0 COUNTY ATTORNEYS OFFICE - ~"~~;1 1 ~;t
f ~ DEED BOOK 3385 PAGE 779 - ~--b~' sa,i~lr~~~;v
i { ~ NC PIN 1728457552 ~ ~ ' ~ ~ ~ r ~ ~ ~ ~ - r r / LIMITS OF ~ ~ ' `e 2Q, f ~ ~r SEWEh EA.S~hA~NI
~ETE ~I!~L~v'~;i_K ~ , ~ ~ ~ 19CC 2313 HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
~ CONSTRUCTION (lYP) << ~ \ eewetm 0' 20' 40 ~ 80' 0' 2' 4' 8' ease "ee®
i r r SILT FENCE (TYP) ~ ~ I~ - ; 1"CP= 2~J3.7~ SEAL ®®®e~~ C q ~0®eeee ~ INV ~i~.~lf?~}(8")287,.57' ~ •°°~••''•Sg••••~~°°°°
~ ~ ~ 1 INCH = 40 Ff. 1 INCH = 4 Ff. o•®D;'pE E 1 Dy ••ifi ®o !N!/ vUT:~1~7 (8" 288,29' ••Z: ~ q e94

r .____M___...__.__.._ ~II~L Vl~IN~
~'0~ R'REV1E SESONL~'
O 00 O ~ a_____ _ N ' _ ~ ~m _ _ ~ ~ _
-
325
5 M Z _ _ _o
~~_i ~.Z ~ _ . . _ ~ _ mm. _ ___.__._M.-... KEY PLAN
UTILITY INSTALLA NS AND OTHER PU LIC FACILITIES, _ - I(~LUDING-SIB S-APID-HAN94CAP-IiAMP~-AARi= TO-BE-
1 _ _ _ ` CONSTRUCTED 0 ALL STREETS ASS CIFlED BY THE CITY
_ _T---- ----L`Oi)E- IE5-FIAVE~6EEN D-BY~TH1=
PUbI C ...................CIfIL_.GE_RALEIGH ANia_SHI~.E.~SO_I S~U.EA_~NLESS Water Di tribution xtension S stem A CHANGE IS ORIZED BY WRITTE APPROVAL. PUBLIC
1
The Cit of Raleiq consents to the _onnection and exte sion of the _ _ _TO FINAL ACCE NCE.
City's public water system as shown n this plan. The aterial and
- - - Gonstructiaa_nasth oc-this t_.shall_coafo a _~.SIGNATUR
\ . _ _ _ .....m.m~._._._~.,-._.__m.__m_ stondards and sp ifications of the C 's Public Utilities andbaok. _,......._..._.._.m~.._._..___..__._....__.___..___._______.m.m______._....._.r ERGIIVEER~..______
C'dy of Raleigh s_D~ -----PUBLIC UTILITIES 315 SCALE
15 _ _ _ Pobg~Utalltie Penn _
Authorization to Cons ct TRAFFIC ENGINES
/p
~ ~ _ ____m. Date CONSERVATION E GINEER
g ~
~~_~_.___.~..r_ _ ~..___.__.~.__-_~_.__-M..._...~_

\ 190. 1.5 \ ~ 00
..e~_. _ ~ ~ _ ~ u~ _n....__._....._..__ _ ~ ~ _ . __________.__.__...m.~. a.._a___m___. ___.m__._~ _ _ _ ~_._w~.______ _ _ ~ _ _ _ O rn et O N
\ ~MN ~ 'N _ _ - - 305
305 ~ 'd°-~Zo o MZo
a - ~ ~ ~ »
- _
~ ~ _ ~ ~ ca
\ , _ n ~ -----~y . - - N~C.__ ~ =~M~N
\ ~ °N
~ _ ~ - Y~,,,1 I ,N6~ZO
0 ~ ~d'N-O o ~ .
ANTI-SEE COLLAR ~ . _ _____________,~_.__rt. _ - _ _ \ _______..._u~-~ ~ _ _ ^ - - ~ E 4. GRADE _ __.~_.v ~ No. DATE BY Description
~ ~ ~ 2cV.-pDN ti REVISIONS
_ _ _ _r~. ~ I DRAWN BY J RS ~U70!~G M d•N ~ • ~ • ~ ~ ~ I .295 DESIGNED BY JRS
295 ~ - \
~ ~ ~ ~ + N ~ _s~i_,~:.__.______ ~ ~ CHECKED BY JLL
6 _ ~ o~N?O _ ~'~'0D i 1 '!'_Q N-J-
_ --~Or3---<~- ® ~ ~ ° d° c~'v z ~ ~ DATE JULY 2009
0 CF y OF ~ Q 1
24m._ ~ _ ___..~_..~._,m _ _ _.o. 1 ~ ~ ~ - ~ TITLE
.50~
~ J ~
--v_,
______m_____ CF OF __..._..,__w. _ ~ _ _ _ _ _ _ _ . , _
~._._._.~______~9~ _ _ ANTI-SE P COLLAR I ~C 9g ~_m______. _ , NTI-SEEP COL R
9g
5 _ 28
_ ~F ~ PROJECr No. 50020200
d......k..y ~ _ ~"f 4s . _•~...i_~ ~ ~
_ 24 i ELF- of
1.82% _ 197.30 LF OF 4" DIP 0 -n
- - - - - C~08
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 SHEET NO. 8 of 18

~ e, f o ~ .
~ '
NOW OR FORMERLY ~ ~ ~~~~~~~~~'a~0 e~ a~
~ ~P_, I ; y FALLS RIVER DEVELOPMENT CONTRACTOR SHA~.~REMOVE ~o~'s~ ~Oy.~y~
0 0 ~ ASSOCIATES & REPLACE RIP 92AP ~o~o ~ ~~o~
E~S~~ir iz! i DB 06667 PG 0391 ~ TO MATCH EXISTIN\6, o0 0~~ ,
P~ 109ta PG 4~ L PIN: 1728276191 0 ~ ~ ~ b ~ t Dewberry & Davis, Inc. VARIABLE WIDTH PUBLIC ~
NOW OR FORMERLI W OR FORMERLY , ~ d ~ ~ 2301 REXWOODS DRNE
1 WAKE COUNTY C 0 / JNTY C~0 COUNTY SANITARY SEWER ~ ~ ~;P ~ ~ SurrE2oo EASEMENT (TYP) ;?p' S~N~ EM~ENT ~ ~ ~ (~j RALEIGH, NC276t17
ATTORNEY'S OF RNEY'S OFFICE ~-~P ~ ~ ~ 4' ~ PHONE: sls.ealss3s
9000 DEPOINE D] tt ~ ~ `T ,,r / FAX:[phone] DEPOINE DRIVE c ~ ~ ~ ' ti INV ~l,~3~~~}t~,~ 263.~~ ~ i ~ l ~ '±1 NCBELS#F-0679
~ DB 03385 PG 0' ~ t. _ ~ PIN: 172835888 3385 PG 0779 ~ r 1728358882 ~ ~
- ---r::_ w
~ CONT CONTRACTOR SHALL REMOV~ ~ILAN~~ 1 ~ u ~
& RE & REPLACE RIP RAP ~ ~ ~ ; 1 ~
~ TO N j TO_ MAT ~ (STING ~ ~ ~ vim//~ ,S~ ~ ~ ~ ' 4q~~`-~ ~ ~
NOW OR FORMERLY LIMITS OF - `~~°1 11~~~ 4 Ch ~ ~ ~ i ~ . /'40_-+r~ ~'y Q ~ ~ ~ ~.V~' \ ~'r~~" ,~s \ ~ ~ a 1. \ \ P~ ~ %l~, ~ ~ ti.
WAKE COUNTY C/0 COUNTY CONSTRUCTION TYP r _ ~ ( ) 20 TEMPORARY
S~'" ~ ~ ATTORNEYS OFFICE _a ~ _ CONSTRUCTION
_ 9000 DEPOINE DRIVE EASEMENT ~,r ~ ~ ~ 7 EX. 40 SEWER EASEMENT to , ~ ~ r ~ f . ~ DB 03385 PG 07 9 SILT FENCE (TYP) ~ ~ ; ; , f I
~ ~ PIN: 1728358882 ~
/ ~ ~'1 L ~ { ~ r sus.--,..~~°~ ~ Q ~ ~ k~~ , r i ~1 ~ ~ t t `
~ ",1 J.r
_ m. u. , I . 4 , .v ~ ~ M1_~
u , ~ _ . ~ ~V7{~p'~.-'~,-`~.~R , ~ Kati` W..rs4"~= ~ ~ in - ~ 4^` r` r f ~ , V41 _ .'~..I`y.t Y~~,~~..~~ ,gyp i f % ~ P~ l 1 y e, \ -.I"'~"" ' l,. ~ ~ ~ ~ t~ ~~„.__.A~--•°~.,. _~r(,f~_~ t d ~ ~ yg ~~qp~~/, ~ f ~ ~`i » p

w f'^J ~ ~ ~ ~ - ~ } 1,~ m.J - • ) ~ ~ t?1 ~l v 'tee F r~'-^~
_ - ~ ~ ~ : , << R~EM„OVE & RfACE ~ ``~.a /r, i ~ N
~ 1 y - -=r REMOVE & REPLACE ~ 3 ~ ~ ~t W ~ C AIN`"L°INK~FE ~ l
~ w, .~.,...,dq ~ ~ ,~`.,,,3 ~ [ i,~ 1.~'a.i -5 R~~~"`~~,~k~_"`Ky./`';~ '"^~~.j%~~~.....V_~Yw .`i_~r~~'Y~' 'b'~^, V'~v AS~~~~!~~~`f~~,„,,.-^ r" i k r i ~ ! . ~ _ GREENWAY TRAIL _`~~r~ ~ ~ _ ~~e. ~ ~ ~ ~ ~ G~ z
'n,, ~i„I~{~ 1 ~ ~ ~ ~ I ~.~.='~iu.~~~ _ i ~ ~~sl-~"~y1 ~ - _ ~ ~ s'° j~ Y ~ ~.x^-°~, n~r,•" O
V' l .R, ~ ~ O ,p'rc` _ ` ~ ~ $ qo ~t j(~,`` ITY'~ RALEIGH'`"' ~ ~
} ~ , ~ , t , i i ° , ~ ti~ ~ y~ ~ ~~A'SP ALIT G~f ENS! V- ~ U ~,J, ~ ~ _
r I 1 ~ I ~ i E c_ ' ' ~2n _ Asa ~ ~ '"""1 ~ ~ d ~
r~'ti -G~,tG.v~a ~ . ~ ~ ~ ~ 'mow ~ ~,--~A ~ ~ \ ~ Q ~ ~
E ~ t~ ~ I, l1 a ~ :~.~1~; _ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q
M~ ~ a~°`e~ 1~ ~i:) , t i ~ 7 ~ ~ ti ~L i l , t~ ~i~~ F,'~--_.../ ~ ) ~ /
TLET TYP ~u m,- ~ SILT FENCE OU ( ) ~ ~ ~f
NOW OR FORMERLY ~ ~ ~ ,~~J/'~ ~ ~~'t ~ ~ ~ N w 6 ~ t ~ ti's / \
ti~ ~ i;°~ i~~r ~~gy ~ ~~n ~ ~ c~ r,,-'' r`"~ ! ,j~~[1,I ii~~~ ~~~~J~~i~ ~~~~.L i~ ~ La~~~~4 }2~;1., v ( o I r r~ T 4 p ~?3,(3"}2~~.24' WAKE COUNTY C~0 COUNTY ~ ~ ~ ~ ~
~ f. os rr 9 ~ € ~~f i~ 'J i_V I. ~I I~~~O~~~C1~, ~ ~;)(~"}2~~.~ 1' ATTORNEY'S OFFICE ~ ~ ° ~
r. ;l r~; ,ti 9000 DEPOINE DRIVE t~~~~'~j ~ ~ t` ~
DB 03385 PG 0779 e' E PIN: 1728358882 ~r~~~ is
t ~ ~ j NOTE ~~r~,~ it ~ 1 t.e r1 r r ~r ! Ty~ ~'~y; ~yti ~ `W, SEAL C ~ ~ of®®
i ~7 I' lJ` , L t t~ ~ I 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH iE WITH 4~,,t. ~ ~~f~ ~ ; ~ >"'~'"``,4 ~~,.®.®.s~Ol
CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS :CIFICATIONS ~~~~'~;~~~°~r~~ ~.r'F~ssr
Now oR FoRMERLY 2. DAMAGED GREENWAY TRAIL SHALL REPAIRED AND REPLACED :PLACED ~~ir~~~~'~~ c~~'rc ~ .I L
WAKE COUNTY C 0 COUNTY ACCORDING THE CITY OF RALEIGH PARKS AND RECREATIONS STANDh / (IONS STANDARDS. ~y~~;rlrv f~~ ~ r~ ~a~~EVrE sE~®ONI~
ATTORNEY'S OFFICE 3. LEGEND ON SHEEET C-02
9000 DEPOINE DRIVE DB.03395 PG 0779
PIN: 17za35saez 4. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18 HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE ~...g ®®®®®e~~~GS~oe+®®® -IEET C-18
0' 20' 40' 80' 0' 2' 4' 8'
5. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9. OXIMATELY 9.7 ACRES ,T..._.~.~, - KEY PLAN
1 INCH = 40 Ff. 1 INCH = 4 FT. I
e UTILITY INSi TIONS AND OTHER BLIC FACILITIES, 3®®
300 _ _
CONSTRUCTED N ALL STREETS AS PECIFIED BY THE C _ .
__._________.._.___._._..__......_______v_.__ .__.~___._____H_..__ _ ~~___.m_._..__.. ____._m I• CODE. THESE ACILITIES HAVE BEE APPROVED BY THE U_C..__...___._. _ . ____CITY ~OF-1b4EE16 SHALtt: BE-S NSTALkE~-UPILI:SS--
A CHANGE IS A ORIZED BY WR N APPROVAL PUBLI SCALE P,J • LLt1.0 (1~ . ~O..CI S I.O C3~ SAIJITARY~EWE ~BE",RECORD~}~R
N 1
~ N ~ ~ - f--Ralei onsents---to-t connection-and-sxt siou-o#-the-----_.. ___._il2 QNAL_ACC C
~r ' ~ City's public wat system os shown on this plan. The material and
r oo standards ands cifications of the ity°s Public Utilities Handbook
~ Z ~ o ~ N zo . _ _...__..e_______ _ ___~.__..__F_______ Cdy of Raleigh ENGINEER _
.~.°'ZO ~ ~a v PubPc Utilit'~es Depc ment Permft PUBLIC UTILITIE
Z Z N - ~ ~ _ _ ~_T _ -
Q ~ _ N Authorization to Co ~ T ~ TRAFFIC ENGIN R _ ate _ _ _ 290
_ ` ~ - 2so Z
~ EGG
_ ~ ~ 225
ANTI SE P COLLAR o ry
NTI-SEEP COL R ri N r
~ + N H - p~N o
- - \ F- - Z
~ !n ~ . -
~ EX. GRADE
q~® x.45 lF _ ~ ` `
~P M No. DATE BY Description
M~ 28® -1:$29, _ .197.30 LF OF rr \ 0 4 D1p M ~ ~ 2~® REVISIONS
oru; =pppl~pN _=Opp~~pN
____we___ ~ _ . _ . _ - _ . DRAWN BY JRS ,P'T~ ~
. ___.._...__..__,,.....,.__..~m. ..,_y-.C.Y~ 9~_ ~ - _ , _...m__.. ~ _ _ ~Y~ ~IT
Q~__ _ _ DESIGNED BY JRS
OF 1 ~ncn~zz - ~ CHECKED BY JLL
AV C
' 235 DATE JULY 2009 r
r__.___._ _ ~ ___._..___~~,o ~ M_ r ~ y,~___._.___.___.. ~ _
~ ~ o o~~V...._ n_ TITLE
\ ~~~N
~ ~O f~ ~ ~ ~ _ _ _ _ _ ?ten„
® _ _.__.__.__r _ _ _
27 36,g 1 (n~__ , ~i
~ _,A_ P ~ n____..___ _ ~F 0 . _ ~ FILE
VC Z~~_--
_ _ _
. ~ . _ _ ~ _.A~lT - E-~-~L - _
~ PROJECT N0. 50020200
Vp
1-7 ;1~- _,~Q
-
260 - - - 260 C1,09
6 OF 2- ~e PVC
47+00 48+00 49+00 50+00 51+00 52+00 53+00 54 54+00 55+00 56+00 57+00 SHEET No. 9 of 18

_ -.r. ~ I-+
t f„F~y 1 ~ ~My ~i C•,r
r ~ ~ j ~ ~~y O .,rf~ Eft: r _ ~ ~C 11I! n _ ~ 1 ~ , ~
~ ~ j ~ J CJ ~ I i-+ ~ I ! f„ uf`~ rr ~ s a r r ~ I: ~ i- t r` ; a
t7 ~ ~ j ~ o ~ , .Z E ° i b ~ Z C7 ~ OW p~ F0 t~~' trJ a ~ 'tl ~ '~7 y F.,. ~ ~ o I i ~A U2 ~ , o O ~ t''~, t d~,.r, 1 ; ~ ~
' FAL RMERLY ' Z o ~ o J ~ ~ . z ~ ~ ~ t7 ~ r ~ ~ ~ LS RI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ b rb ~ f d ~ E
COMUq i Nrn yo ~ ~ z r ;f bmy z ~ ~ a UNIT 1 c~ ~ ~ ~ cra ~ ~ y z o o ~ o I d t d~~ ~ o ` s: ~q / Dewberry & Davis, Inc.
n SOC. ~ y ,~'vy° o myww1~ I o~~~ b ~v1z I MM~ o ~ DB o8 INC ~ ~ ~ ~ ~ ~F+ ~ ~!y e~ !-1 ~ 4 IL' O ti ~ H H O 7 M W ~ ~ ~ ~ to ~ t o'~ ~ ~ i 2301 REXWOODS DRNE d t p ~ ~ O ~ t~ t ~ ~ 4 SUITE 200
608 pG t ~a^~oC~Jo ~ ~ H~ i f ~m ~j~ i l ~,~Z~o 1 ~o~x ~ ~ 9~z b lL V~~~ ATN: 0637 p~4~~'~x1 i rP"ti~~~ i t ~ ....~7N~~ ! ~''``tJt"'~ f b~yx+z i ~'y~~ 17284677 ~ ~ ~ O ~ ~ 1 tv'~ y y ~ I ii 1 ~ ~ ~ ~ ~ eo f ~ d~~ C~ o ~ ~ ~ '~a ~ 0 0 ~ t t, ~t RALEIGH, NC 27807-
84 ' ~ ~ ~ ' o~ to~~~r Npyyp I ~ O o ~ 1 i ~~Z~° t ~ ~~~~o I ~O~'~` ~ ~ ~ 1 1 'tea ~ ~ o ~ ; N~ ~ t ~ PHONE: [phone] FAX:919,881,9923
' _ ; ~oM~yz ° ~ 'IAL r }~MERtY f( , ~'bz,y~ ~ N~'.~-3~~ I °~^~`y'~ , ~ I U~~'~'~ ~QQ ~QN t'+ ~ ~IJ +i ~ ~ ~ ~4• rte" i ~~41 F'1 t I ~ F~Q i ~ O 1~ O'Y 'A ~ ~ ~ % 1 NCBELS # F-0879
~~f~ ~ ~c OO~M ~ ~b~ ~ t w ~ ~ ~ z ~ , ~ oho ; ~w~o ~ s~~ t ~ d r e UNIT ~ ~ ~1 ~ o d r b ~ ~ ~ ~ ~ y o ~ ~ ~d ~ ~ ~ ~o o~o~'~ 1 ~ ~ ~ ~ ~'~t.. FAj, Now oR ~0 t
~/'~~]~J r ~ AS (`1 Y ~~o ~ 1 rr ; ~c~~ ~ I ~ ~ ~ ~roz ~ ~ ~o N o~ ~:.J ~ ~ ~ J ~Ol~. h.+ C ~-i ~ I~ ~ ~ ~ tCl W'~1 i 6~ ~ 0~ Q ° f ~7
`ll ~ 8 o NC, ~ ~ c x ~ r ~ ~ U, ~ b z ~ ~J t" i d f 8808 pG ~ ~ ` .P ~ o o ~ ~C oo ~ ~ ~ ~ ` ~ ~ ~ 6~ G7 L - ~ { ~ ~ VARIABLE WIDTH PIN: 128 os37 ~
~ r r I s77a~ d ~ 4 ~ : Z ; ~ ~ r~ ~ o I ~ ~ r m ° ~o rn~ 1 ~ ~ ~~'d,~j d~ ~ 174p F~RMIN~~'' IBC. Nj~Y m o'~o ~ ~ d ~ ~ ~ ; , ~ ~ ~ D~ 086 TON
CONTRACT01~` SHAIrL REM~,VE j PERMANENT ~ ~ ~ r; ~ a Z v~ ~ ~ • ~ ~ c C w ~ , ~ ~ ~C i r ~ • ~ ~ r~ ~ ~ t~ ( , o'' ~ ~ W __,r__.._.____ & REPLACE RIP RAP T0~ 1 ~ ~ ~ ~ ~ 0 ~ O8 pGGROV.~ sr ~ ~ ~ pIN: Og s, 1 2
MATCH EXISTING r ~ i c0 t of 1, 728469971 9 ~ f 4 } ,c VAR BLE`~WIDTH PUBLIC, ~ _ i, ~~~~R7~~{~
t CONTRACTOR SHALL REMOVE \ ~ ~ _ 4 „ ~ 1 ~ ~ d , `I
; vp~-,-, _ & REPLACE RIP RAP TO ~ ~~.,1~ i 'P ~x . . C1~(j ~ Y, 1 ~ - ~ n~ ~ w , t,'{'~=4 tt,/h ° ~ ~ I ~ 1 SAKI ARY'SE~R-' ~ ~ , ~ ; ~ v i ~ 17
I xr~ ~ : MATCH EXI~TIN ~ .r~~,r_ . q ~ ~ 20 r~ . ~ ~ . ~ ~ ~ i f tj F t ~ ~ ll,~ ~ r1r 5-. ~ ) ~,r ..r 1 \ u ~ ~ 5 ,J- ~ , 4 EMOVE & REPL~C ~k C01 2D' TEMPO R EAS ENT (TYP) ~ ` r` ~ ~~~~~~~~Y ~ f: ~~1 i~, ~1 CONSTR,~.1 IO,N , ~ M LY ~ NC i 1~ y,~'~~~~~t~,~?;-~ ~ ~ ~ ~~~~,4~
0 r - SF ~ S Xa TING ASPHAL~f ~ ~EA< ~ ~ - ~ 1 ~ . ~ ~ R EASEMENT row OR F ~ A~SOC•, I , °~4 ,EU~ xo ~
~o ~ ~ ti ~ ~ r F >t . I~~YV~fi R ~NWAY TRAILS _ r 9 - o ~ 1 I
~ ~ r m_ mm off' ~ o w; r}~ , - _ ~ ~ i ~ _ ~ 9 1 ~ _ _ F FALLS RN R COMMUNI ~ ~ ~ m. r,ROVE ~ i ~ ~ ~ ~ ~ INGTON ~ r , ~y _ FARM OB37 ~ ' 1 t ~ I ~ ~~i~_T 1738 OR 08608 PG t 't !.~N~
~ G ~ 6 ~ ~ ~ Fem..-- ~ _ A.~~ ~ $45 ~ ~,'r ~ ~ • ; _ `7 i 1728467883 ~ _ , 1 i ~ ~ _ - ~ PIN. _ ~ SF ~ i t r~._~___---=c-
g ~ ~ ~ ~ _ ~ _ ° _ _ tt ~ r ~ _ ~ _ ) t . 'k j j t ~ S
. ~ r __..~-s--r- ~ ' 1 ~ ~M- w ~ ~a---~ • - - ! l ~ { 1 ~ t -C I"' 1Qa ~ ~ _ {1 ?ti r r" r \
_ m ' I } ~ T A
A _ ~ ~ / Y ~ : ,eft Y~ ~ _ I V;r Y _ " ~ / " ? / ~ t _ ~ ~ ~~~~6 ~ ~ ft6,~ e ~ ~ Gil) O
0 7 ~ t I ~ v ' .i~ s r i / f _ ' w' ~ '~i ' "t'~±G I r-- ~ rv l - , _ rr'" " ! I'S N t ~ 1,,,~
/ ~ 20 TEM PORARY ~ ~ ~ .y~ f~ ~ ,t~ ~ , f, ; r.~. ~ xs3 _ j, 'u~. } t~ fif}f ~ II 3 ~ _ ~at e n w.J
i ~ CONSTRUCTION "I~,~ ) ~ "V ` '~~s-,'~;~~"`` ~
~ ~ r 'xq, ~ `S ~ rA ~ ' j Y: 7. j . ~u 1/ of J r', r E t'~~ a n, - s'~ '~~0 ti _ . , p ~ ~ - ~ ~r, ~ ~
r :'R , ~ ~ V l t 1 ~ ~ '`",d `ti - ~ ? 7 i ` ~ i' ~ r r ~`,~y 1 ......f ~ ~ J , rl~ r ~ ~ ~-Y ^m... ~ v , ,.J '~6 _ _ - - , '"tire ~ _ ~ ~ ELY ~ - ~ ( k~~` ~ fr ~ ~ ~ ~
• ~ J` ~ , i ~ ~ ~ , , F~ ~~$ILT FENCE~rTYP1 ~,r,~r - ' ~ w~i ~ ~n ~ SILT FEP f ~p ~~~E~ f ~ ~N. w 4 ~ IoL ~ w ~
Z. , ~ _ ~,~~r ~ ~ ~ 1 ~ ~ ~ AILS ~ - - _ - ~ 9 ~ ~~i ~ ~ M ~ m ~ _ ~ ~IMlrsra _ _ t _ 1 ~ ~~w,., ~R~y ~~r ~ ~w~ 1 ~ _ ` ~'y~-r~1 ~.`l,,-., ,Uf~i t~`' -.A 1 i ~ r i spa ~ ~ 1`"~,__ ~ j ~ ~ W T ~ b 1 ~ I.L6 ~ LL
, ' / ~ . ~ - - ~ ! ~CO V~ST,~I~CTION (TY,P,:~ ' •,w-~~ ~ >r w • ~t,~ LC~~ _ ~ ~ ~ ~ - ' ~ - r ~ ° ~ ~ . D Se~c.~ MEAT-- . _ z ~ ~ ~ °v 3a, r N oesoa pG ~ ~ _ t;'~)~?~7 ,r; v ~ ~ ~ ~ 0
t _ ,ate ~ f ,r .l\ 1 ~ . ~ ~ C,~' ~ ~ , - , ~ 2~~ ~ ~ a , O EMP{3RARY ~ O6g8 ~ ~ _ ~6 ~ ~ - ~ ~ /r PIN: 1728 0637 r ~ . ~ ~ Q
1 ~ ~ , ~ ' ' r i g I f UCTION ~ ~ SPIN, C_ 0-3 r z.~~ .
/ , ~ f ~ "~``'1 ' i ~ d'ERSEMENT 1 - `i - - . x-191 ; ' , - ~ ~ '
~ ~r gas 1 ~ ~ ~ ~ ~ Ir ~ ETIf~G AND SHORING ~ ~ ~ i M.. ~a pry' ~ ~ \
~+r ~ ; , t _w ~ ~ FROM y~7+ A G~T=h25 TO ,.62.±~t~ , ~ ~ ~ M.. fly ~y~~`~~ ~ ~f % ~ . _ . ~ lJ~ z N ~
tir, ,
- - ~ ~ ~ b,_ AwF is ~""OF
f~ t AJ d ^'~'-..,....ii ~'i f, w ~.,.4 t""r-^ / f ~.~1~. a'.`~`,~ ~iV ~,1,-r A 'b*-. ~ C!) f tr ~t,.,.`"-~_-_~ r' _ r ~ j f' S ~ h' _ , 1 'GPr ~ f ~ A ~ _ `ems'' f "w i ~ ..A' - , `ESC. °EIT.Y OF _RALE~~i ~ , ~
~~'RF~ENWAY TRAIL (TYP) _ ~ , Yf - 4 _Y _ LL N~~R DEVE~'~P sEAL .®~'®C A ®u"''.
tip', \ r' r'.`y'°y~''~r~. ~ nka` 0 ~ ( I ,r' `37~.i ~ , J t ~ _ ~ , f""_' ~ftt,`_ ' ,f~~ ~ ~ ~ . ~ ~ - - i FORMERLY
1 jr .,'""wv~ ~ i y- IFIi f~~\ ~ ~ y ~ r 7C~ f~ `1, : t~ r _ ~ :,-~.°F' A E1SSi~~~' ~ i E E S S 1 pa l ~y®®®
s~ ,,,.r .,~1 >~*u,,:° %.l fj , . _ , c, , a~ ',v- ~%a ti. A w;a ~">a 1~ 1 667 P 6~~1 ~°:9°s 4;,~ ~ ' . 827 ~
( 4
~ ~ NOTE . r ~ ~ ' ,m_ ° \ ~ ; i, ~ ~ v ~ _ _ ~
~ _ ~ , ,r^' fi / i I! ~-I~ TR~1L N7 z~ \ ' mow, \ ~ r.. ~ _ .w~ - µ ~ ~ ~ rte- '~~'9.I;VIE SE~°ONI,}' w'.,. \ Sys r ~ t N"~u _ ~ a 0~0 t~~' .;~C IIEE~ ~
~ ~ / ; , ~„r+ ~ .1_, _ rT; ~ ILA. ~A 01; FO$ ~ ~ ~ ,,w.~._ , 1 ~ ~ 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ~ C MAR ; '"o ' t r
~ AUNT LY ~ ~~~i/~, ~ ' T STANDARDS AND SPECIFICATIONS. Y C ~ ~ CITY OF RALEIGH AND/OR NCDO ATT /o
ORN ~ COUN ~ r ~ 9 EY S TY
~ DEPp ~IC.~ ~ ~ y ~ 2. DAMAGED GREENWAY TRAIL SHALL REPAIRED AND REPLACED D$ 8 INE ~ ~ ~ ~ ~ - " 1.. H®RIZOTAL GRAPHIC SCALE 11ERT9CAL GRAPHIC SCALE
c ~ 0 3385 DRIV2; ~ `r~ ~ ~ ACCORDING THE CITY OF RALEIGH PARKS AND RECREATIONS STANDARDS. PIN. PG 0 ti~ 172 8779 ~ ~ l Y~ \.,e \I,.f \ ~ \ ~ l~.n ~ ~ ~LI n ~ y i~ ~ y ~ < ,4 y ' ~i f f 1 1 ) 1 Y 4 0' 20 40 80 0 2 4 $ KEY PLAN
~ 0 835 ~ ~ ~ F ~ 8g8 ~ ~ ~ _ 2
o~` 0 ~ ~g 3. LEGEND ON SHEEET C 02 ~ ~ ~ ~ ~,o ~ o ~ " ` "vim - ° ~j"~`'~ _ 1 INCH = 40 Ff. 1 INCH = 4 FT.
~ ~ ~ ~ ~ g`~ ~ oti 0 4. EROSION CONTROL CONSTRUCTION SE UENCE ON SHEET C-18 o Q
~~o~~ ~ ~ p ~ 5. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9.7 ACRES
_ 2V
280 - _ _
SCALE
240 250 ~
_ ~ ~ _ - - - ~ N ~ u1 a~ 255
_ _~O N =~r~N r
~
235 ~ 245 , N i~ ~ r- ~ cp Z
= ~ 01 Q ~+ONI- _____Q N Z ~ _ _ _ w_,_,
_ ~ ~ _ _ _ __.m ~ ~ N ~ ~ u7 to fL' ~ ~ u) tO ~ ~ N - O - _ _
_ -tSr~a~ ~ N ~ -
_~_~I_Z O _ _ . ~ ro ~ _ ~ ~ " -'0---- ~ - 270
270 _ _ - 1, _ _
~no:__ ~ _ ~~zz ~i 265 ip -
_ ~_m~..~._ _ _e_._._.__.._... 1 00 N 00
~~1 ~ 26 _ to er ~ ~
__,.e...~. _ _ ~ ~ ~
I. ..~T. R . ._.._.__..._.._~..___~.._.__m___.__._.___._..__ _ _ _ AI~T-I E-P CO~~.P , _ - - ~ ~ Y pcflN?p
~ ~rNN
\ ~-F~NM-
~ Q G p_
\ iq cA 0C ~ ? _ _ ~..v..-,m..,___.-.._._._.__._ _ _ . ~ _ i

w__.... _ w.._ _ _ _ . __m ~ ~m__.._-____~ ~ No, DATE BY Description ~ \ \ 26® REVISIONS
260
• OF 24'° PVC -0. _ ___________________.0~ ~ ~ ~ n" _ ~ ~ DRAWN BY JRS
_...__.._m.m_m___.. _ 2~ 81 t nc n ~ ~r._ r, ~ ._._x_____0.6 %
~...~_,,,__~~__z ~ JRS
15 .30 LF OF _ _ . DESIGNED BY
24" ~ _ VC c~ _~t_~n_ ~ J LL CHECKED BY
1 6.91 LF OF 2
~ JULY 2009 8. ~1__~.P...~ _ _ _ _ _ _ _ _ _ _ m - \ DATE
24~, p .('.,.._.~....,~s43 _ _ TITLE
UTILITY INSTALLATI SAND OTHER PUBLC FACILITIES, _ ~ ``iNCtUDING-S1 D~ft4NDICAP- PS~tRETfiO~B~ _ _
CONSTRUCTED ON_ STREETS AS SPE IFlED BY THE CITY _
_ _ CODE. THESE FA LmES HAVE BEEN A PROVED BY THE _ _ 250 44 ®,1 250
A CHANGE IS A RIZED BY WRITTEN PPROVAL PUBLIC
____________Water Dist _ibuton,_ E_te_nsion~S~. tem SAl~f ITARY SEWER- NTS~RE"T6 B ..RECORD _ _ _ _ _ _ _ _ ~I A
he_..City--of-Raleigh.- anscnts-ta-the-co nectio~-and-extens t _ TO FINAL ACCEPT__ _CE.
ity's public water stem as shown on this plan. The m terial and onst~ctiofl-method -used-for-tfiis--pro t--shall-eonfoe~n---t -the -SIGNATfiRES:--- - - - T. q
tandards and speci ications of the City s Public Utilities H ndbook. I
ENGINEER _ _ __.__rn..._.. _ _ _ . 296 g
ity of Raleigh u is es epa m n emt PUBLIC UTILmES PROJECT N0. 50020200
utnonzanon to vonst TRAMC ENGINEER -
Date
_ _ -.CONSERVATION_.EN INEER. _m _

240 240 C~l o
57+00 58+0 +00 60+00 1+0 62+00 63+00 64+0( 464+00 5+00 66+00 67+00 SHEET NO. 10 OF 18

v ld. ~v. ~ €Gv~ cA a 1 1s
61 ~iAft 'F. ~ s , Y V i
~ ~ ~ia~~ ~ ~ FALLS RIVER COMMUNITY , ~~i f I~.. u~ u~ I~~.. u C~' uREEN~~F;Y
ASSOC. INC. i~~~ o ~ > > ,~Ei+~„ - '4U ~ s `~j ~ ~ r,F.. ~RFt;y1~L%` / ! 4 a;i; c W',t.~;.~~?~'~r~'7 rr _ . ~ ' I Ei9 197 ~~~',SEi~1ENT , ( H®RIZ®NTAL QRAPHIC SCALE VERTICAL ~aRAPHIC SCALE
1tiJ i~ b~ ~ ~ ~ ,j _ , DONNER, HENRIET'~A T:~ RE,bIOVE & REPLACE ;'~~~"S v ..~r~ ~9~7 Pc~ I 0° 20' 40' 80' p" 2' 4, 8>
~-ro~~27,.1~~ ~ FALLS RIVER COMMUNITY ii CITY OF RALEIGH , ~ ~ - ~ / ~ ~r ~ i ~ i ~.~C LJ~,j.:k~~ ~ EXISTING ASPHALT i x~.~~. t,~_.w~`~~J~ 0
- ` Ihl~ ~S. i~ ~ ASSOC. INC. PERMANENT EAS~MENT'~ CURRLIN, KEVIN P.I , j , ~ ~,,.yr r. , ~ I I ~ r r s~ - t ~ te'a' ~ ~ ~ ~ u==~~ / ~ GREENWAY TRAIL ;f~ € VARIABLE WII VARIABLE WIDTH PUBLIC ~ I 1 INCH = 40 FT. 1 INCH = 4 FT, Dewberry & Davis, Inc.
,~1~ Jf~..(~'t27~J.t~3` ~ _ ,~x. , ~a~ a~ ~ ~ TEMPORARY c ; t, . '~~f" r7 r,. ~e:. e~ ,.4~. s.J?.~~v^~,.~` ".`~,:'a. !'r~ f "3r) ~ ~ " ~ , ,t ~ SANITARY SE SANITARY SEWER 2301 REXWOODS DRNE
- _ _ -T~ U,, , , r ~ ' CONSTRUCTION , > > t ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EASEMENT 1 ~ I('~~1` ~N,~~u~~N~Z41.u5__.,,'" _A tit ~ ; ~ , ( E ~~.w~~~<; i`' _ EASEMENT (TYP) WAKE : ~a~I~H~ric2~so~
~ ~ ~ ~ , Y ~ ~ F ~ „~~O'%'PER,M'ANENk r~ vA` r ~ ~ EASEMENT CpUN PHONE: 919,881.9939 TY C FAX: 919,881,9923 ~ ~ _ ~ ATTpRNEY,s/~ CpUNTy NcBELS#F-os~s
~ ~ E ;I r` ~`AS SENT i r ~ ~ ~ _ t q r ~V --'"st ~ ~ ~v~ T, ' ~ i U L!~-4l , ~Jr ~ t ,..-,;,J ~1 : j d i i- t ~ 1, ~ '
~ _ A ""yam---~, I - ~ ~d ? j f ' r~---- CONTRACTOR SHALL REMOVE & ~ ' , ~ ` - ~ G ~ ~ ~ ~ ~ , ~<< ! / ' v . 1,.... ~ jam, i ~i FFICE .
t f=~7 ~`h - s,~*a; 1~~ v,' i~ti`l P~• ~i ;r^~~!r'";`l; n'" l ' ; _ ~ REPLACE RIP RAP TO MATCH EX I r ; ~ u~ ~ ; , ; ~ ~ , ~~'S~ -~-~-.....,w'°-_ - - - ~ ~ fi.~ t::.~,1~. r~ ~
~ I"' f it ~ ~~i~~ ; f111 ! \ j ~ f r ;i 1~ r ~ / i,, , , 20 6` ~'''~"'"r ~ ~ ~=r4?~r, Z r" i&1 ti{;- h r ~ 3.•"•.,. 7" ~ ~ ~ ~ ~ ~ ~ rJ C , ~ ~ ~ 1 f G ~ -.,J~~~ : d ~r J J ~,.r w W~ J ~ ~ _ : ,
~ ~ ..3_'Y~~ ~~r..~~.i*fC~~ ,•x ~ ~ ~ -~..'"~i',,,._.._ ~ V ,~r.~ AnJ,~~ !~"fir^.~.~-.. 5 C~ r n n r, 9 f' ~r,,.^ ~ p A.,~~..-. r` 4/t:' '..,.,e `,.(~!`?ti...,A~ .~`..,~i.` ! '.L a J" ~ f i ' ~ 1 . ~ n ~ e # ~S i ~ I ' tr' `L: ~fl r,~hS,. ~r . Ii ~'`h~ ..*t~ 7Q`~' 1" q ~ +~•,~,'."~S}~~ ~J EX. 20' SEWER EASEMENT CONTRACTOR SHALL REMOVE &
1 ~.1~i~ ..,~t?E. E, ~'l ~ ~C,r ~ r~?M. i ~,~,~u F,_ ~ I J ~ / ~ Jai. ~ `6 -w-''".'.'.. ~ ~ 1 i ~ ~ ~ ,~i,,,3~ / 1..4~.. . '`l~ i' / ' ~ ~ /~,.i;f~l1 ~ ,.1~..,J~. 'k't..`°~' _ w 1~-~",1 ~..^i ~ ~.0~ _ ' ~ ~ I .m~.~. REPLACE RIP RAP TO MATCH EXISTING ~ I
~ ~ , ; ~ - , - < _ ~ ~ ~ / ~ ~r. ,-,t - - w..
" ' t v~/~~ - s _ i y' .r ~ r. t ~ ~
~ - ~ ~~~~u ~ ~
3
- ~ ~ l ~ i ~ L,'. e. 4 ! "i..`i' % V lam: -,r~_. ~ ' t '~"~r^~ ,.1~ , ~0 t E t~ ~~~j ~ ~ t
'i, "t y. ~ / ~ ~t~,, t."~3~(~a~ ,
...._T v / 1 ' e~~~pp s 4~ ~ TEMPORARY STREAM I r ~ ` )Z~~p7i'
~ ~~E CROSSING W~~-36"_ ~ ~ ~ °`~.,"~~~=l~- ~.`~0 Ut ~ ~ ~ ~''~P OR ~Ti~IBE-I~- k,- _ _ .
~1`-`~ ~ ~r- ~ ,rr ~ " ~ I~'~`~'ISTURBEb; ~CO~`~-- rAC~'OR SHALL REMOVE' ALL REM~V~ ~ ~ ~ ~~ht ~`~y-'~.,~,~ ~ r , ~ ~
~ ~i`~~ fY. ~I~..t.~~~.~i, :J 4~` ~ ~ V` i'~`'\i~~ ,^inJ h~•i~~.,f`~ }r'.- OU~~ ..........~f /r f ) ~ }:,y 1 f 11 ~ ~ ~ . P ~ A,~i, f EX. ~r0~ GRE~~lWAY l~~P-ICE ~I~~T;~'~~'~; ~I hid APi ~28-X~~ ~X~, ~ 1 ~ ~ TEM., (~R ~i _ , , ( ~ ~
s'" .,~v / ii~,z,~ n~ ~ ~G`, f'`.4,~ ` ~ ~v °t ~ Mme. Pr"` ,N~ ~ r , ~ ° v , . , ~ CONS:>rRUCT,'O~! r ~ ° , / ~.m_._ ~ EASEMENT ~ _ m_ ~ w t r < _ t ~ ~r_.,.~ ~ ~ ' ,r ~ ~'If,~ `-may ~
_~i_- 1 ~ ` ~ Q~ ~ ~ i t BM~~,1996 PG 49 ~ _,.v .w~~--~- I _ ,r~
~ : ~ m r , ' ~ ,EX. CITOT ~RFLIGH a~ - ~ ~ ~ ~ ~ i
VER ~ _ f,,~ c t ~ ~ / ~ LLED EROSION. GR~A ~ ~~;'AIL ~T1~P - , ~ _ ~
, , - ~ #d~'ROL PRODUCT - I'PY~ 2~7 =f-rl T-~ 9~ "7 n ~ .~,,,rs-f'' .i ~ -~.,r~,J y;°~ ~ .~.~-re-
11V 1'4"""_ ~ ~ry ~ ~ Jr~.~ r, r` ~ {X~ 1 i v. k f,r ~ ~ ~ f ~
f` .r s ~ _ `~SIL~, ~~1CE (TYPE- ~ t ~ ~ ~ . ~ ~ ~ ~ V/ ~ 0 t~ ` ~ ~ ,,E~ 40' SEWER EASEMENT ~ V,) ~ ~ ~
b..-' ~ ».f r"• f ~ ! t ' ~w i1 r ~ J"-~~-_ ."~},a~ '1 ~ t ,rte ~ti'~~~ ~ ~ ~ a _ _ - ~ ' % r, ~-a~ ~ ,•y~.,-- ~ ;a;~'°~~~.~ 9. ALL~CO~((5``~I~~CTION SHALL BE IN Srt CT~ACCCRDAN~E-~ iCCORDAN~ ITH ~ ~ ~ ~ ~'.a ~ 1 ~ ~ ~ xp~a ~ ~ ~ ~ w Q
D~.Y .STREAM CR4S~l~iG ~ - < ~ ~ ~~~'ti g ~ - . i , ~ - ~ ~r~~~~ CITY pFs,~AL~ AND~~OR NCDOT STANDARDSIrANa--~3PECIF ~'C. ~ n ~.T-~~" r"~(--,. ' 1~ r` n~~ i f ~ O MAN R"`INE. DUE ~~0 ~li'E ERA~'Cr - i'' r ~~..:~;A ~ ~ ANa--~Sl'ECIFICA~GIaN~"r ~ \ , ' , ago ~ ~ ~ ~ ®
' r , ~~~r ~ 1 f E D L ,,T r~ - ? 42 ° ~i~a-,-~--r f 2Q~ ? t N`A E" QE -THE_C~i~ ,THE MEANDER ~I~ ! ~ ~ ~ ~0 PE~MANET~~~, ~ ~ f ~ ~ UaI w ,
; ~ ~ ~ ~ ,/~~~;~'~AMAGED R1=E1~tAY TRAIL SHALL-REPAIRED AND REPU ,rm^r`^~ ~ j' ~ ~ ~ ~tS SHOWN FOR ~,E RENCE ONLY`"TI~E'ED_.,~1 „~A~' .D AND REPLACED ~.EASEMENT A ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ r ~ of THE cREEI~~+AY FoLLO .'THE TNR~`FrD ~ ~ u~' ~ ACCORDING THE OF RALEIGH PARKS AND RECREATIOP ,~,-~r;~~,~'~,~'+ g~~ ~ r fQF THE SEAM, WHI,~M' IS THE TRUE ~ / ~ ~I s ~ - u~ RECREATIONS STANDARDS e \ SF ~y ~ z w z
~,s S$ , ~ F' r/ ~ PERTY LINE. r - ~ r AL A - n°, ~ ~ 3. LEGEND ON SHEEET C-02 ~U~~ ELEVf~`rICJt~;~~5iti;t5' v' ~ °°o w ~ w
r ~r w
~ ~ ~ ~ v 'r.f^.,~' i r l i;~`"'» ~ J ~ /f ~ 4~F Ai'~4~a v~iS ~'*~~i~di~~~'~ ~ - ~ `~°s ' _ " ~ ~.~,~r ~ ~~'"yi% rti~~~ ~~;~Il`f~ ~ 4. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEE - f ~ _ - .~~.,,l,~'f r= ~ WAKE COUNTY C~0 COUNTY JCE ON SHEET C-18 ~ it ~~2a 0
- ~ , d.a - ~ ~ ~ ~ ~ f _;~7,~,~.~ _ _ ATTORNEY'S OFFICE
I 5. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXII IS APPROXIMATELY 9.7 ACRES ivo~ :1... ~ fJ ~ ~ ~ ~ ~ ~ WAKE COUNTY C~0 COUNTY ~ ~Se„~~,°, ~
TO THE EDGE OF THE TCE. ATTORNEYS OFFICE ~ ~ ~ _
M ~f ~ , ~ - .z ~~~~ra 6. RELOCATE THE EXISTING ELECTRICAL OUTLET TO THE EI ~ 0 ~ ~ ~ \ \ fir,
, ~ _ - ~ ~ ~ 7. DO NOT DISTURB THE ROCK RETAINING VdALL ALL ~ uDvi / ~ - ~ i~~~ \ ~ w~ erererrrrrrrr ~ SEAL C A ~rr•
r ®°°°r®eee:e ®0
P ~ "~"`"~1=~E~~~--- t , i ; ; , ~ ° 8. REMOVE EXISTING DEAD (APPROXIMATELY 6 IN DIA.)
4
00 N 00 ~II~AL ~IN~
_ ~ ~ -_____e_e__._. --_-___T_,~_ _ ,~____e____ _ _1_________.w.~...______._.__.._.______._.._ _ ®FOR1eEV[E P ESOM~1` . .LRY~INSTALLATIONS D OTHER PUBLIC CILITtESo p~F®°.°FbCINEE~.•o,o®o
'N _
.~NZ~ ~ - O . _ NSTRUCTED O~N~ALL STREETS AS PECIFl D BY THTOE CITY l °''e°°'.'°° ~.®0 ~ANGS~d
265 ~ _ DE. THESE FACILITI 5~ HAVE BEEN APPR D BY THE 265 a®®oru~rersre® Public
c
star Distrib tion Ext nsion S St8 CHANGE IS AUTHORI ED BY WRITTEN APP OVAL. PUBUC ~ _.~_~.,._.M.m._ idITARY~SEW ENTS"~ARE-T0"BE~rt ORDED PRIOR~`~`~ KEY PLAN
zoo _ _ _ _ _ Ih li / , ` ~ ~ City' E Ih lty~f_(Zalal th.e_conn tion and extenalo ef~he T _FINAL ACCEPTANCE,
I~ M City' public water syst m as shown on th plan. The mater I and
i • ° ~ stan aP ------G© ' n--methods-u r-this-{aroiest shell-s®nferm--t e--- --__~.____________SI~NATUR~S-- stun arils and specifics ions of the City's ublic Utilities Hand ook.
~ ~ N N_
~ u City Raleigh CiNE~___._...__ .m_....___M..__.._..._._._. u i i es epa n rm BLIC UTILITIES
~N_p ry 4> rr \ °
q Au ri f! Au riaation to Construct _ ~ ENGINEER _
~ Date Date _ _ NSERUATION_.ENCIN
r ~ _ ___~___.~.,r___.._.-.___.~___.m_
,_~w.__~_______ ~ _ _ . _ _ _ _ . _ _ _ .M_.._
255 ~ , _ _ 255 ALE
~ ~ ~
- ~ , ~
____~___"m____ " __mm__._._____._.~._.....__________._ __-----.---_____________________w___._..___.._.._ _ _ ~ ~
____._.__._.-s~.___.__.____.~.~ ~ .__.______..._.__m__ ~_.________..___a____~ _~v~ a________ 1 ~ \
_ -,qr~T~-S .Ep_..CnL~nR...._____..._...._._._.._...._.__..____._. _ _ _ C
® _1 ~
-__.._m.__._
EX. RADE
~6,g3 ~ ~ _ _ ~ 2
245 ~F
DIP ~

r
N M ~ N
_ ~ N \ ~ ~-t` N ~
NM
~ ~ _O
\ _._.__m.____..______...._ ~ ~ ~ . _ _ m..m__ . ~ iA to ~ Z Z __~__._._._.._m_._._..__..___ _ No. DATE 8Y Description
_ ~ _ _ _ _ _ r - - _ REVISIONS
r \ ~ ~ 280 _ JRS
r, co ~ ~ ~ DRAWN BY ~a,~w,ea_._ _ ~ N N ~ ~ N 235 DESIGNED BY JRS
.235
3 ~ + ~ N I- ~ + r ~ 290 _ JLL
°?s G ~ _ _ _ C, a~~ _ ~ ~ _ \ ~ ~ ply _ O p r N ~ p ~ ~ ~ +h CH ECKED BY
O,c J ~
- A ~ ~ z z - ~ - ~ vi of N DATE JULY 2009
V~ S.> _ _ ~ to ~ _ _ ..m..m___.-
S.~_ _ ___~j m_._.__. a_._____...~_~ _ _~.___mm_. 9, \ ~ gt0 N N ~ ~ _ e___ o~~~ TITLE
~ ~ '
1 ~ ~ ~ in v~i rY ? ?
_..________m_. _ _ ~ ~
-AANTI-SEEP ,.L,4R____~_____~ T
225 _ _ 225
- ~2 : ~3--,Lr_ ~ 24 p ~ 24" PVC ®"~,.00~ _ ~ _ _ _ _ PROJECT NO. 50020200
i ~ ~ _ , _ _
6.77
DIP OF 4" PVC 0-0.
si+oo sstoo es.oo 70.00 71+00 72+00 73+00 74+0 74+00 75+00 76+00 77+00 SHEET NO. 11 OF 18

r
1 ~ti ° c / / r /
( , ~ t
o G°Q 1 p
w~~~~ Dewberry & Davis, Inc.
NOW OR FORMERLY i ~~q QaJ ~ ~ ~ ~~a~ ~ f 2301 REXWOODS DRNE 4~ o ti ~ ~ SUITE 200
WAKE COUNTY C 0 COUNTY ATTORNEY'S OFFICE ~ ~ C5 { t ~ ~ r~ , RALEIGH, NC 27607
9000 DEPOINE DRIVE o y~ ~ I ' ~ PHONE: 919,881.9939 a,~1 q~ r~ j / r 1 FAX; 918,881,9923
DB 03385 PG 0779 ~.m._ ~ PIN: 1728358882 f ~~Q ~R1 I ~ ~ ` _ ! NCBELS # F-0678
, ~ F
Y--. ! i z~° ~ ; ~r
~'i:_: ~~c ~l^' _ NOW OR FORMERLY ~p o~~~Rti fl~ ~ ~ ~ ~ ~ ~ - jj
TOr 2~..,.~.~ , . ; IN:F~12~11~,,f ~ WAKE COUNTY C 0 COUNTY ATTORNEYS OFFICE
/ e j~ ~ ~ 1 p~ '7q 9000 DEPOINE DRIVE 114~J =IV. L. 4. G O "O 1
~ , DB 03385 PG 0779 ~ I ` ,t ~ ~ ~ ~ f i / ~
PIN: 1728358882 rrr ( { ~ i f 1
~ ~ ~ / _ _ r t I
` ~ ~ `~J!ARIABLE WIDTH P,UBLIC~ t~l ~l/ / ~
7 I ~ `"j r a -;-.3 ~ ~ ~ i'~ ~ _ f / ~ ~ REMOVE & REPLACE , ,i - ~ ~ SANITARY SEWER'r 4 T r / ~ ~o~ ~
~ ~ R~ , ~~.,EX. CHAIN LINK FENCE ~ ~ ~ ~ ° ~ EAS~MENT (TYP) ~ ~ ~ ~ ~ ~ ~ ~ f ,
~ p ~ a~ p.-,~~ ~ / ~ REMOVE ~ REPLACE EX. 40 SEWE :X. 40 SEWER EAR MENT t „ ~ ~"~,~.~'``~,..j~,°-R ~
I~ ~ / ' -n ` ~ CHAIN LINK FENCE ~ ~ CLA S B RIP RAP ~ ~ EX. f , ; µ~o,
a / ~ 14°x11'it18"''`` ~ ,~_m_ .Ww..._ , ~ _ f'' ~°~ro. f'` s EX. 30' ~SEWER~ ~EAS~~r1,ENT~~ ~ ,y ~ o ~ ! 1 ~ t r ~ ~ ~ ~ ,r t l
! ~ ~-.~q SJLT FENCE OUTLETn_.(TYP) <v ;~b~ r. i ~ ~ _ ,
~ ~ ~ ~ ~ ~ ; r^
'S(. 40 SEWER / J - ; ~
EASEMEN~~ LIMITS 0 _ ~ ~ , % ~ ~,~b ~+o' ~.v.~_ CONSTRUCTION } ~ r~ ~ ' r ~ ,r ~,~,-.~P~~. , ---••-~a,w -,^i~- ~ r / N 1~ ~ ~ - ,e'~_ ~'~-NSF f j! L~ ~ ~ ~ c°fl
- ~ 1 ~ a ~ ''-PJF~ ,r ,G ~ SF _ G0 ~ ~ _ _ , _ .ra_, µ--„-~»-----------a W w ~ N
290 ~ ~ 1` - r'~~ ~ ~ ~ ~ ~ m,___ _w a _ ~ Pr ~ / ~ ~ ~r _
~ _ _ ~ j ; r / ~ 1 ~ ~ ~ ~ ~
T ~ _ u ~ 3 ir'~t~~ ~ ~ 1 j° i r '1~~ .M ...._....,._.~_v_,_.~~ 1 7 ~ may. d. ~,-G..".. *.....~"a„ ~ ~ X 20 BORE PIT ~f . ~ ~ _
~ _ , 20 X 20 RECEIVING PIT _ r . _ _nr_ ' ~ . 1 s~ ~ o: _ - ~ I .M'^.^+:7"~ _ r~`~~'`~~ ~ ~ , ~ fit' ~ ~ • ~ ~ 9.~ ~ LI- ~ tau U
e ~ - 5F ~ f , s f ~ / , ' ~ ~ ~ ~ _ ~ ~ ~Ji7 ~ y '%K x 20 ~~I k\;t!~ik`.' ~ lU ~ ~ ® w J ~
\ 1rl' ~ f5*A'~F'. - ' ; .r^ ~ ~ P;, ~ ti ~ ~ ._...E~~--^' -^'$3J-- U j t" l a~
~ / ~ ~ x \ w i r t ~ ~ i i ~ ;,3'v~f i f,J ~ ,.:'J , a .,-._s ! ~ ~ '"`.,,vc"" f 4 ~ ~ +~.r; ~ ~ ti = ~ ~ / I z W z
. ~ ~ - ~ , t
'~~n,1 . ` ,..,i» ~ A ~m: ~ ~b„,,,„.. N...-.... 3 ~ `fit„". 11 i` I t V ~ ~ .X" 7 SILT FENCE (TYP) PERMANENT CONSTRUCTION ~ LIJ U ~ u' ~
w m ~ f ~ ~ EASEMENT EASEMENT z N Q
~ °v' t ° ~ - `C~'~ ~ ~ c-~~ ~ ~ ~ ~ W~~ urn-, a !t ~ ~
.w4~' 1 4. ~ ~ t _ ~ ~ ~ ~ ~ 2s5 ' ~ REMOVE AND REPLACE I"'
- 1 - r ~ S ~ _ 1 . ~ ~ _ ~ I ' - ~f l . r - TEMPORARY EX. CHAIN LINK FENCE f r i
/ REMOVE A D~~RE~t,~`CE ~ - ~1 ` 1 _z~ ' - ~ 1 ~ 7 _ = _ CONSTRUCTION G
. , t 4 EX. CHAIN LINK FENCE _ r z~~~- - , , ° , _ ~ ~ f ~ : _ t ; _ EASEMENT ~ r ~ NOTE
~ ~M (T~tRY i ~ eeaaesughe :"~~NT SEAL ~~o
t 1 ~ ,g~ T 1r r~ ~ ~ ~ 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ede~1~ ~ A Ra °~e~
~ n - ~t r CITY OF RALEIGH AND~OR NCDOT STANDARDS AND SPECIFICATIONS ®e~oO~~E~SS~pblj~s~~®
``1 2. LEGEND ON SHEEET C-02 L
i ~ ~ - ,
_ ~t~4' --G.l_s.%. ~ E f f ~ 3. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18 ~°~®~E~ sE~°ox~
; t pI I
, . t~ ~ E ~ 4. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9.7 ACRES fh6®NEN;;4~®®•'®
NOW OR FORMERLY
WAKE COUNTY C/0 COUNTY ATTORNEY'S OFFICE ; H®RIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
NOW OR FORMERLY ~ 9000 DEPOINE DRIVE ; ~ 0' 20' 40' 80' 0' 2' 4' 8' ~ KEY PLAN
WAKE COUNTY C/0 COUNTY ATTORNEYS OFFICE DB 03385 PG 0779 9000 DEPOINE DRIVE IF THIS GRAVEL DRIVE IS USED FOR ACCESS ' ~~~7- trr .
PIN: 1728358882 DB 03385 PG 0779 THAN A CONCTRUCTION ENTRANCE WILL BE REQUIRED s' j ~ 1 INCH = 40 Ff. 1 INCH = 4 FT. s
PIN: 1728358882 i i
l
UTILITY I STALLATIONS AND ER PUBLIC FACIUTI S,
INCLUDI G SIDEWALKS AND H NDICAP RAMPS ARE 0 BE ___.___...CO CT€D-ANAL-~4']~3€ CIFIED ~-CIA'
240 CODE. ESE FACILITIES HA BEEN APPROVED THE 24®
___.~Vc~# _ ~---DI~~i~t~$ ~ _~~.~S{ la---S-ys-te.r~ _-____wA_CFIAN E IS AUTHOI~ZEO eY WRITTEN APPROVAL, PUBLIC
SANIT SEWER EASEMENTS E TO BE RECORD PRIOR Tt~e~cCity~c ~RaYelghrserrrts-~ o_t1ti~LOnrie`ctio~"` dterisicn`~f~-tlseLL---_____ _T0-FIN -EPTANGE_.~.-- ___m.__.v._...____.___._.__._.. SCALE
Ci 's ubl water stem as shown on this Ian The material a_n_d_
Construc i me ods~use3ti'o his project s all on orm-to the SIGNATUR
standard spQCificotioos__ the_City_s_P_ubli 'IitiQ~Handbook~.____._.______.----_~.
~ ~ ENGINEE
zso __~~__..____.____._w_________m_~_____________e~_ ~_._m________._._.__ _.__.u.._. ____m~ Public Utiliti s Department Permit PUBLIC LITIES
zs5 ~ ~ . Authoriaa6o to Construct _._.___TRAEFIC ENGINEER__._.__.._._ _
as3-9~._ _ _ _ _
Z A,.~t~_ M t~ ~ --Qate.-.,---- - - ______.-__._._CON EE
~ r ~ ~ ~ N Z ~ W _ _ _ _ _ ~ ----2--GD ~-r..-~l.- - - 230
2so ~ ~+f~Nl-
F- o~NZO ~ jnUj~ZZ - / Nln
w ____m ~ ....r ___w_.._~ 2 ~_~7.-___ ..__s_~~_.~_ ,N_~.
to fn ~ Z~_ ~ . ~
~ ~ N ______W__a _____.d . , - _
~
__~.v____.._.__ .
I

305
_ _ ~ . _ _ m,_.....__..__.__._,_____ .
<<~ _ "--.ST-E Lr--EN~CAS~. F~IEI~T__ ~ _ r EXf .GRADE y~ ~ _ _.m .rt._~___,_. mm__. _
_ ~ c° cw No. -DATE BY Description ~ N ~ 310 22®
220 REVISIONS
o _ _ ~ ~ ~ N_O ~ = ~ - JRS
- - .-tea \ ~ ~ZZ pp~o DRAWN BY
_____.T~.,,~~..~~. ..._~__m... _.._m._..__.~_______~.__ ~.____n._._~m ...,_r"~.~_ ~ .
~__..a. ______._.___._.__~C _c~_.~,. - . __.~..m._.._.___ ~ + ~ N DESIGNED BY JRS
®~N?o JLL ` ~ \ - - - . ~ y ~ CHECKED BY
I B ~ z z JULY 2009
24" p _ ` ~ DATE
_ ~ ~ __.x.73% mm I ~
._e~_.____.~ . _n..__.________r_._______~________.~..___~ ~ m____.___.~_._.. a ~ v _ TITLE
398, _ ___.__--_.__.e _ _ _ _ 641E..O~ PVC
~ 210
_ _ 1. A,~' 214
___M__ _ _
. 304 94_ LF OF_ 24".__P~rE~.O _ _ 0
PROJECT N0. 50020200
200 200 C~l 2
77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 10 5+00 86+00 87+0 88+00 SHEET NO. 12 OF 18

IS ~f/
; ~ 1 ~
FORMERLY ~ ow oR INC. i E i
N OAT FILE ~ CKR OF LLIN Ey S
MA ORN ATT OAD i
NTY l~z R COV URA 44 C Q g7p0 D PG 09 ~ f t ~ t Dewberry & Davis, Inc.
08529 311'7 DB 17258 ~ 2301 REXWOODS DRNE t SUITE 200 `F, ,
pIN Y ' RALEIGH, NC 27607
stir ~ ~ ~ ~ REMOVE & PHONE: 91s.661ss3s J ~ ~ ~ t FAX: 919,881.8923
v~ ~ ~ ~ ~ ~ A ~ REPLACE ~ NcaELS ~ F~os7s
OR FORMERLY ~ Now T I1 OR FORMERL INC i, EX. CHAIN ~
CgROD ~ ~ _ ~LLIN ZCKRODT OFFICE LINK FENCE ;
ORNEY ~ ~'I TEMPORARY STREAM Ty ATT ~ COUN N`r Roy ATT~RNEy S ~ ROAD J( i ~ ~
CROSSING W 2-36 C~0 DURA ~ / 9700 G 0 > _.~m.._.~w~ ,~r_ CMP OR TIMBER MAT DB 08529 DURANT G 0944 _ It ` t ~~~'--~kN~~ ~~~k~k~ _ ~ _ 18529 17 ;
.~.e _ 72884311, _ PIN 1 31 ~f . 17288 ~ ~ i
~ C' r.~ ~ n 1 ~ z
~ ~ ~ , ~f ~ CONTRACTOR SHALL REMOVE ~
~ a ~ ~ REPLACE RIP RAP TO EX. 30' SEWER EASEMENT ' ~ i.,.~ r r
..3 , x.~.~ a~.._. _ ~ ~ ~ MATCH EXISTING I
~ ~ ~a, z, ~ VARIABLE WIDTH f ~ t ~ a , TEMPORARY SANITARY SEWER ABLE WIDTH PUBLIC ~ °-'g-~~''~~ ~ ~ ~ ~ ~F ~ ~
, rr,, - ~ ,m.. ~ , ~ CONSTRUCTION .e fARY SEWER ~ ~ ~ ~ ~ l
~ ~ " EASEMENT (TYP) ,t ~ . ~ p ~ -.~.w EASEMENT ° MENT (TYP) mar/ I ~~SF ;-~k _w_~u
~ - ~ ~ ~ ~ ~ ~ SILT FENCE OUTL {TYP) . ~ ~ , • r
~ ~ : , ~ ~ .C~ ~
e ~ < f J „i"~,~ , r~ l f r ~ ..1 i gym. f
/ i ~ i f'i4I .r ~ ~ ~ ~ n /
_ ~ , i i'-
fin'.. / .$F ~ ~ ~;'"~`a ~~~,"c . , / }
~~r , SILT F,EN~E~ (TYP) a_ N~ ~ J ~ ~
f ~ u/ ~ , PERMANEIVT~~ , ~ ~ w J
°-T ~..;`-~-~1` ~~~i-- ' _ EASEMENT r., ~ ~ ~ ~
m i f f; b ~0 ~„ke:w _"w t 1 -4~-~ _ ~ ,tip `~'~V h,~v~ _..n--- ,~~~"'ifr'i~-„~-1 -^v^\ 'a ' i r"' /"~.T'~.~"~-..~ LQ "'~,,,~.~tit"'`' ~ttp ',l ~ ~ - - . W
/ I]. J V
, , _ _ ,,r ~u 1
,.^fvi ~ ~ ~ - b~ ~ ~ ~ r Y./ ,'i/mar
TEMPORARY ~ ~ ~V~ ~ (~y ~ 1 ~~^~T CONSTRUCTION 's. ~ 7, ~ 3 I _ ~
EASEMENT ~ ~ r ~ r ~ Q
/n 7' ti / ~ ~'s~, 'x'~aS" ~ ~ - ~ ~ 1 d
ISOW OR FORMERLY ~
t ~ ~ ~'4~ LLINCKRODT INC' FICE MA AT`~ORNEy 5 OF
NOTES
RLY 'kE ~ - r' FORME ~ ~ ~~r C 0 COUNTY URANT ROAD ~ / 9700 D PG 0944 ~ a®Nn'a®®ee®®i
ow oR INC. , N ODT ICE 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ~ ~ CKR OFF ~ ~ F DB 08529 ~ SEAL e~°° ~~i ~ e ~AR~~ pie
LLIN Ey S REMOVE & REPLACE MA ORN CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS ~ ,~r~~~-. ~ ' ATT pAD EX. CHAIN LINK FENCE PIN: 1728843117 ';lr p e®®=o~4.SS~p~'a~~9es
NTY NT R v ~ ~ kw~ i COU URA 44 ~ - ' ~i ~ , f i~
Cio 9700 D PG O9 2. LEVEL MONITOR AND ASSOCIATED APPURTENANCES SOLAR PANEL, , ~ , 2g (I L ~ ~ ~(~I ®~EVIE SE~ONI®
B 085 843117 D 1728 RADIO, ETC.) ON MALLINCK 0 REMOVED ,
pl~• THE CITY IN CURRENT WORKING CONDITION AND RETURNED TO
2. LEGEND ON SHEEET C-02 <ANGS~~,®®®
i~ ~®®®®®®ne®ee+®°o
~ 3. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18 'r~
0 KEY PLAN
4. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9J ACRES
/ Il
UTIIJTY I STALLATIONS AND 0 HER PUBL)C FACILITI , ~ _ _...__....M..~ _ _.e__ .
INCLUDi G SIDEWALKS AND DICAP RAMPS ARE BE _ ____---..----..:CONS CTED-0 5R€CIFI
22® . 31Q _ _ _ _ CODE. ESE FACILITIES HA BEEN APPROVED THE 2Z
_ ___.__,~w. m_..m________.__.___.._ _~__.._m_ .____..___m._____ _,w _ A CHAN E LS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC E --•-DI°S~~t~~I --~----~X~enSl ~1--5-~/Sm~ef'~1---------------~NIT~ ~EEWER EASEMENTS RE TO BE RECORDE PRIOR
O O ~ O _ _ _ _ _ ~ _ _ . _ _ _ TYte~'C'i 1~~r~nserrts~ ~tt5e`~ c~srlrr¢ctiurt~c ~Rte~sion_tsf the TO-FI ~EEEPiANEE:.-_ _ SCALE
Ci 's ubl waters tem as shown on this plan The material an_d
° 00 N Z p _ _ _ N _ Cons ruc m ods use fo th s project shall on oho the STGNATU
~_.~__...__------___._,__..__..._.,_.rt~ r- ~ ~ 1 > ~ _ standard d_specificati h~City. s~'~bJic_ 'Iitiesr.Handbook. _ ENGINEE
ZZ O
O 320 5 w.._..___.___~ _ _ _ _ Public Utiliti s Department Permit PUBLIC ILmES
Authorizatio to Construct _..____T2tAEEI ENGINEER_ _
Y ~ > d'NOO~ 2 rp~'- 00 \ --____.____,n.,_r~ttW ._Z ~_.___~N__ _ ~1 X51..._,_,_.._, s ° _e~ _ _ + ~ ~ O • _ - to ~ Sri _ _ - -----_-_-___CON ENGINEER-..........
_ Z ~_,._.,..~W S~l.~_Q~_~» r _ Z1o
210 ° -O - ~ =NN~,~
-zZ ~ pro ~ _ ~ . _ r__ _ _
_._.__.r_m.~___~____________ _ ~ _ ~_____~mm_..~ _~,.wF.___.___~ ._r ~ _____.._.c~~?N?~___ 335 _
_v>, . _ W _ _ ____~s~..____-
~ o) N ___.~.______..__.W_ _ _--p-~---- _
I =c~Mp~`- ~
1 1.64 lF 1 o~NZO
P'~0~.. t 1.1 q, ~
_ . _ . _ _ _ ~ ~_._.....m._._.____-_____ . ,ANTS-~ SF ._...~.Ol I AR _
23 ~__..m.__ _ OF _ _ _ _ ~ No. DATE BY Description ZOO REVISIONS
200 24
~2, pq _ _ _ _ . ~ i ~ DRAWN BY JRS
~ .___...m.. . ~
_ _ ~ E __._._m~ . .._~..m~~____ _ ~ _,___v~.__ _ ~ 9 I
' i ~•__tl. DESIGNED BY JRS
24.09 _ _ E-----_.-.-.-.~~2~ L`O~__~_ _ ~ - CHECKED BY JLL
DIP _ .65q 24 PV ®-0.60%
DATE JULY 2009 . ~q.''mm PVC @ _ °
o sox TITLE
_ 1O
1 _ _
PROJECT N0. 50020200
- -
180 _ 160 C~l 3
T- i i I I I I I E I I 1 1
88+00 89+00 80+00 91+00 92+00 93+00 94+00 +95+00 96+00 97+00 98+00 SHEET NO. 13 OF 18

~ ~ l~ G ~a~~~ p~
J . ~ r l I ~ i, ! !~1'r, ; mow( 1. 1'
~ J t~~~ z`t~L ! ~ Un'___ / -V. (fit-~:. ~'r-- ;rr'-'}'~~~; - ~1 Y
C~.p ,n` N7~, f' r~i~ ~ ~ ti's:! /r; ^r~~l I
i'Ju' J 0 ~ i ~ !
0 [ 1
,'°~ti{:ul.~~-~ VARIABLE WIDTH PUBLIC ' r, ~~~4 1 Dewberry & Davis, Inc.
5~~` ~ ' r~, SANITARY SEWER ~I t~' ~ ~ ~ u, i ~ TEMPORARY % ~ ~i , _ , l ~~;1~ ~ ~ EASEMENT (TYP) CONST' UST N ~ v, C`~ ~ ~ ,~,°~,.~°;~~a 2301 REXWOODS DRIVE ~.~~~-ly SUITE 200
t~~ ~ , r;tCis en~° RALEIGH, NC 27607 t " PHONE: [phone]
~ ' NOW OR FORMERLY rst~i~ i' ~ S i ~ I EASEMENT ~ ~ ~ EX. 30 SEWER f i ~ i. ; FALLS RIVER COMMUNITY PG ~ FAx [phone]
EASEMENT 4 ~ ! 0 - , ASSOCIATION, INC. ' ~ i NCBELS # F-0679
r ~L1(~C ~ 2550 DUNN R09D ' ~ r' t~~~ 009 r- ,
I` ~ _ 'i ~ DB 086D8 PG 0 ~ ~ y ~ i1 r' - ~ l c ' 774975 f' r ~ - . o I 1 28 f t
~ ~ - r--~~ _ 20 M;ti~,~ ~ ~ , F ~~y
)1 f ~ ~y i `-~J~ ~L z~~ ~ ~ ~ Y^' 'i ,r~~f'~ i
E _ _ c ~,-ice-- i. ~ ,f-.-_ _ _ 8 F t~'~T'i,r~f~~,~,~~,/ ,r;~ ~u. a ~ ~ SILT FENCE; (TYP)
1f ~ r ' ,ire y~% r- r,, ~ ~ / . / r'% / 102+~
~ ° , _ ~E
~ '
~ ,
' c ~ t ~ s, I ~ i'' ti.~ ~ t
~ ro I ° CITY OFfRA~EiG' =~,w ) _
_ 4 L t , ~ ~ r~, ~ x~ a' ~ ~ r . TEM RARY ~-r n~~ t ~'t .~,e~ n ~...~w PERMANENT 1 ~ ,~,r~..~ t~ ~ ~~v~~-~ ~ ~ U~ - ~ ~ CONSTRUCTION v~~~ '
1~ , ~ ° ~ - - ;~r;~, y, ~ ; ~ , ~ EASEMENT ~ A , -
- ~ ~ 1 1 ~.L_ 1 ~ ~ ; , EX. 40' SEWER 1 \
° ~ ~ t. t~;,r ry~ 1 CONTRACTOR SHALL ~,f ( ~3 ~ EASEMENT cZ~
~1 REMOVE & REPLACE ~ ~ u ~ ` i ` REMOVE & REPLACE ~ ~ ! , ? ~ ~ ~ ~ RIP RAP TO ~ , ~ ~ J ~ 6iJ W ~ N
EX. CHAIN LINK FENCE,. ~ r MATCH EXISTING ; ' ~ ` o H n
r _ - . 1 ~ + 10' TEMPORARY
~ _ o CONSTRUCTION ~~~yy?r ~ ~ J 1.i. N H CC
~tv ~ LIMITS OF ~ ~ 10 TEMPORARY i-~` EASEMENT _ w ; ~ ~ CONNECT TO EX. SANITY '0 EX. SANITARY ~ LL n. J t¢j
CONSTRUCTION (TYPE ~ CONSTRUCTION ~ ~ ; ~ _ 0 ~ ~ SEWER MANHOLE JHOLE Q W J =
EASEMENT _ ~a ~ t ~ `i ~ V ~ l y,.. J ERLY ~ w ~
FORM ITY , ~ \ pVY ~R MUN
~ COM ;v ~ I~ER INC~ ~ ~ ~ =wZ ~
_ LS R ON, FAL CIATI ~ ;
Assn N g0A ~ ~ ~ v 0 ~1SN p60g ~ ~L 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH w
MERLY 255 pG ` OR FOR $g0$ 75 ~ , Noy INC. ! Dg 0 g7749 ODT 172 CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS p a
KR ~ ~ ALLINC ' OFFICE piN~ M S _ ` ,
ORNEY ~ ~ AUNTY ROAD ! °~<a 2. LEGEND ON SHEEET C-02 ~
C 0 C DURANT 0 ~ ° ti ~ Vii: ~ 1 g pG 0 1 ' SAt~!~~~~ 3. EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-18 ~~{C~d~~
DB 0852 117 i, r, ~ o - '~1; %2~, t" 728843 ~Vr 1 l Sv p,, r ,9~~ 4. TOTAL DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 9.7 ACRES SEp~ ~+++~°C'~a 0 h
~ ~ t~ ~i ~ t^
~ ~ ~'~1. /t' ,~,r~^T"R 1 - jf~
l T ~i„~.J I ~ I L
i ~,_r'
~ % / t~T
r r
i / I/ ~ HORIZ®NTAL GRAPHIC SCALE VERTICA@. QRAPHIC SCALE ~esh~ ~ NGe„~0~+' 0' 20' 40' 80' 0' 2' 4' 8'
SILTFENCE OUTLET ~ , ~
~ ~ ~ _ i~~raav s ~ ~ LL KEY PLAN
% ; f c~~~~Ti - .r,a~ t INCH = 40 Ff. 1 INCH = 4 FT.

1' i I ;
I J
UTILITY I STALLATIONS AND HER PUBLIC FACILITI _ _m _ . m_ -~--~-INCLUDI G SIDEWALKS AND NDICAP RAMPS ARE„ BE
_ ____.___-CONST -D-ON,-ALL STR -E~CIF-1E9--BY €-CITE!---
II~~ ~ _ _ L2O CODE. ESE FACILITIES HA BEEN APPROVED THE 2
~?-SCI"-I~~l-~I• / EXten-S? A CHAN E. I$ Al!THORRED BY WRITTEN APPROVAL ,.PUBLIC___v_._ SANIT SEWER EASEMENTTS E TO BE RECORDE PRIOR
--~e~C'ti y~ nt~ th~~cnTr ~~~--~-th T~ PTANC~-_____ SCALE
Ci 's ubl waters tem as shown on this Ian The material and
onstruc ~ me sus fo h s project shall on orm to the ~ SIGNATUR
standard cLsPecifl~otions he_City's_I?ubli til~i~klondboots~__ ENGINEE
Public Utiliti Department Pamit ~ PUBLIC ILITIES
Authorimtio to Construct ~ _______..._..._...__....___.._____._TRAEFIC ENG~EER_: _ _
-~°-'~~'-`-~D - ~~-C01dSE GINEE i
1
210 ~ i
335 d. .m_______ ff _ ~
e_ _ _ ,den- ~ ~ _
~ - - - - _ _ _ ~ _ _ _ _ _I~ ~ ~ _ ~ _ o~
N1 Q_......~ __..~'s ~w._._ _ _ _ _
-__-______._~.__m...___ _.~_~_____-._e___ _ _ _ ~ r ~
g ~ Z ,000 O Nr~r ~ - CIO; ~ ~
_ _ Q EX. T BADE ,v ` rn ~ ~G
V7 ~ r- ~
'
_
~ ~ Z F` _ ~ ~ No. DATE BY Description _ ~ ~ i 2~® REVISIONS
2®® _ _ ~ _
JRS
1 1 ~ __.~.m.___ _ ~ ' DRAWN BY _._____.._~.m~._,m
.___v m_- . _ _ . i
1 ._........T_...___ _ _-_I'_-~-_ AP~bT1---SL 7~-C-EE~",R~-----. ? ,ITS p ~ ~ ~ _ DESIGNED BY JRS
~ - .T CHECKED BY JLL
i
DATE JULY 2009
l• ®"0.60/° _i~. ~ ~ ~J _ _____-_____m_~~,.__. T6TLE
399
_ .73 -~--woVC 190 ~ ' ° 1
.98 F OF
a~ ______..__~...m.~,___ _ 0.60
- - - - - - 6 8 CF
. _ _ ----0,~-~~ V~ ~
•259; rt.,~.m__
PROJECT NO. 5QQ2Q2QQ
36°
- - - - - -
iso 180
97+00 98+00 99+00 100+00 101+00 102+00 103+00 104 104+00 106+00 106+00 SHEET NO. 14 OF 18

~
NEW MANHOLES USE AN APPROVED BITUMINOUS /
RASE SEALANT THAT SHALL ~ APPLIED TO
FINISHED GRADE 9 GRADE SEE C.D.R. STANDARD S-25 THE TOP OF THE CONE SECTION TO PROVDIE _ FOR MANHOLE FRAME AND COVER A WATER TYGHT SEAL
5
Dewberry & Davis, Inc.
p SAW CUT AND REMOVE NEW CONCH TD BE 3000 S ®b^ • ~ ° ; . o a 2301 REXWOODS DRNE • . ,4 • • SUITE 200
EXISTING PAVEMENT EXISTING CANC.
1'-0' , 24' MAX 4 • ® • D n , v , o RALEIGH, NC 27607 ® Z a, ® •Q, FAX: 9E9 B69 9923 939
TYP, NEW ASPHALT SURFACE COURSE NCBELS # F-0679 e.' A' g i,.
. • . , • o, ; , r:, • ' 2' MINIMUM • • • • • ' • ~ • • a= EXISTING PAVEMENT EXISTING PAVEMENT i a .Or•' : ~ •D •r: ~ ; y:
y':.•~: e.0=••°i,~ i,0=.•jia ,i°': A'. DD.. ~.y B'. dY..'/>.,, A~~..^;.. ~.:.,6 .K••ss~ e'. , d ~ p d.a'f.: N•i.,, Ml~' •87•e~.ti' .pl•w..®• b•3•i};~•i .N•1.J:~':'~: ••r}.rgti~,.rp,~:is;®•, '~•,°a'.o: *•~,,.a;e.•q•k.~'a• ,~••s;?,.~me..~.~;te~'. ~ ° o o FINAL
A:r:i.1•p %t1:llY .I:r:l•'•°a': r:l '•9 .'1• s• •e, J• a, .v'®• .+q.p'~:•r: r:l, et:r .~'?.I;r; O,i®~;r_:/~i„~..® ~"p 0 , . BACKFILL UNDISTURBED SGIL ;.o N ~ ECCENTRIC M.H. CONE MAY
° ••8 ® ' m °00° o ° BORE 1 1/8 DIA,, 1 0 ' • •Q ' ' a, e', HE USED ON 8° , 10' AND
2 00 , ON CENTER ALONG CUT EXISTING • e• o .P • ® 12° SEWER MAINS.
' 1'-0' .f 6 COMPACTS 1,_ 1' 0° ~ DOWEL W/ #4 BAR 'g P ~ MANHOLE CONE AND BARREL
N0. 67 STONE ~ ' P, TY SECTIONS SHALL HE AS PER ;•a e.~ ASTM, STANDARDS
• EXPANSION JOINT UNDISTURBED SAIL MATERIAL, MASTIC ~ '
BACKFILL TAMPS COMPACTED FILL ' ' ' ' SEALANT, AND DOWEL ' r•~ 'D ;~D REQUIRED ~
I 6' LIFTS IN 6' LIFTS • • . N , ADHESIVE AS REQUIRED , • • as
BY NCDDT STANDARD SPEC PIPE ~r. '2~_~';~.': Qv ~ a;~ 'O° RING SEAL
~ PIPE CS. SPE ;•f , INITIAL ~ 4, ~ > ~ • 0R RAM-NECK
. - BACKFILL 4
UNDISTURBED SGIL _ REFER TD S-4
N~TES~ • :=:ti:, ~ , . 6 is • RUBBER BOOT
SEE S-4 & S-5 : ~ ~ , . 'p'® LATERAL YNVERT SHALL NOT °
1. The pavement cut shalt be defined by a straight edge ' • and cut with an approved sawcut machine; • ~ ''®e,®~ a INE~MRNHOLEN NEEDS~OIBE a' • D•~Qe®` ® '•m.®.® ABOVE 100 YEAR FLOOD PLAIN
2. The trench subgrade naterlal shalt be backfllled MINIMUM SIDE • ' • ® , ~ . • _ . • • 1: • . / • • 6, OR SEALED AND VENT TO ~ P ~ N J o
NOTES with sultabte Material and compacted to a density 6° #67 STONE ~ '4; , ~ • • ~ ~ , • • , 'Q • • ABOVE 100 YEAR FLOOD PLAIN. ~ J ~ PIP 6° ~/CLEARANCE ; • • q': ~ ' D•. ! • • ~ WHEN MANHOLE TOPS ARE IN Q h
of at least 95% of that obtained by corepacting a 6 .D. ~F PIP 6 beddin WHEN RACK IS EXCESS OF 3' ABOVE GRADE, W W ~ N
1, See City of Raleigh standards for trenches and pipe g sam le of the Material In accordance with AASHTO i p ENCOUNTERED 12° O.D. ~F PIP 12' _ ( S-4 & S-5) for additional details, l T-99 as modified by NCDDT. MAXIMUM SIDE 9' OUTSIDE STEPS MUST BE J j ~ Z PIP 12° PROVIDED. SEE STANDARD CLEARANCE SECTIUN A-A r S-28 FOR STEP DETAIL. IN Q ~ UJ J
2, Pavement cuts over 5'-0' In width shall be reinforced 3, The final i° of fill shall consist of ABC NON TRAFFIC AREAS, TOP OF ® ~ ~ ~ Q FRAME AND COVER SHALL HE ~ CC
to N,C,D,~,T, standards, Material compacted to a density equal to 100% N~TESi INSTALLED A MIN, OF 1' ABOVE LL UJ U
be made with an a roved saw cut of that obtained by corepact~g a sample of the 1. Trenches requiring shoring and bracing, dimensions 3, Pavement cuts shalt pp dlMenslons shall be taken from the FINISHED GROUND SURFACE. ~ p, J
machine material In accordance with AASHTO T-80 as Inside face of the shoring and bracing, SEE SEWER DESIGN SECTION > t•'
4, Pavement cuts within NCDDT RAW shall conform to the approved reodlfled by NCDDT, 4. The entire thickness and vertical edge of cut 2, No rocks or boulders 4' or larger to be used In h on site encroachment permlto be used In Inltlal backfllL •®'•d . Z W 0 = W Z
l shall be tacked l 5, The scree depth of pavement naterlal which exists 3. Alt backflll material shall be sultabte native materla A rl'° A MIN. 9' COMPACTED #67 STONE xtlve MaterlaL •4 BASE TO ~ INSTALLED ~ ~ ~
shall be reinstalled, but In no case shall UNDER NEW MANF~LE.
the asphalt be less than 2° thlck< 4. Backflll shall be tamped In 6° lifts In traffic areas .raffle areas, 12' In ~ w w ~ j • • ~ YN N~V-TRAFFIC AREAS, TOP OF ~ N Q
6. The asphalt pavement material shall be Installed non-traffic areas and compacted thoroughly with a smooth drum roller FRAME AND COVER SHALL HE 0 ~
~ to achieve a smooth level patch, 5, Achieve 80% compaction In non-traffic areas, and 9 INSTALLED A MDd. OF 1' ABOVE areas, and 95% cor7pactlon In r ~ FINISHED GROUND SURFACE.
7, Refer to Clty of Raleigh standards for traffic areas. •a p
trends and pipe bedding (S-4 & S-5> .p •0: CITY GF RALEIGH CITY GF RALEIGH
CITY GF RALEIGH ~ for addltlonal details. CITY OF RALEIGH 6. If In easement 4° to soli, and CITY 8. No hand patching allowed. • p 12 clean select flit Is re ulred. PARTMENT C
DEPARTMENT OF PUBLIC UTILITIES 9, Pavement cuts within NCDDT ROW DEPARTMENT OF PUBLIC UTILITIES q DE )EPARTMENT ~F PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES ®0//1/Illhgpoo ,
STANDARD CONCRETE shall conform to the approved STANDARD ASPHALT 7, No boulders e' In diameter or TRENCH BOTTOM on site encroachment permit. REQUIREMENTS FI TRENCH BOTTOM DIMENSIONS & HACKFILLING SEAL ~ C A R D o0 REQUIREMENTS FOR DUCTILE IRON STANDARD PRECAST SANITARY ®,a°~~ e•aeeeeeeee•l ®i~~
AIL greater allowed in final backflll AND REINFORCED PAVEMENT PATCH DETAIL ~ PAVEMENT PATCH DET AND REINFORCED CONCRETE PIPE. SEWER MANHOLE 00~0.,QpE E s s ~ oy9 /~y°~s
DWG, N0. REVISIONS DATE REVISIONS DATE DWG. ND. REVISIONS DATE REVISIONS DATE DWG. ND. REVISIONS DATE INS DATE REVISIGNS DATE DWG, ND. REVISIONS DATE REVISIONS DATE ~ L °
Y.C.A. 12-31-9 RRH 3- - D.W.C. i1-1-99 A=B,B, -19-04 3-1- 3-1-87 RRH 3-30-00 S_20 Y.c,a 12-31-92 AHB z-2i-o5 - - RRN 3-30-00 ;FOcRgEVIE P SE$ONL1'
S-~ S_3 - - S_4 - D.W,C. 6-23-99 A,B.B, 4-19-04 RRH 3 30 00
0®®~( ~hssrese! O~~~eO
SEE VENT DETAIL ° MANHELE FRAME AND COVE' AND COVER 1' LETTERING MINIMUM A/G WEIGHT ego~N~S1/>,/®
RECESSED FLUSH FRAME 262
CGVER 120 LE ~ ~ :AVER 120 LBS, MINIMUM COVER 170 TOTAL 432 KEY PLAN
~ ¢ ~ VENT OPENING TD BE DNE FGOT ABGVE
> ~ l HUNDRED YEAR FLGUD ELEVATID z , •a, ~ z ~ VENT OPENING TG 1. 0 ~ 4. • z W ¢ ~ SEAL AROUND BE SCREENED o 0
~ ~ a 3 ~ CAM-LDK VENT PIPE 4°'HOT DIPPED' 3 -1° DIA~ HOLES AT 120°
W ~ .Q•Q', .o' F 'p, .e•®.. .v® p,'•'. W oovoci • ? , ' • . • y ? WATER TIGHT MANHOLE THROUGH MANHGLE GALV. PIPE ®IIIICi/ 1
m FRAME AND COVER FACTORY CAST IN PLACE PIPE cR~I MIr A ~ A
~ ' ,Z., Z ~ FLANGE 12' ABOVE MH TQP Q` ~e~R RFQ Q ~~b~~
Z s ° Vl VJ Z • P W N H z ~ W a' ~ N x 12' PRE-CAST TOP SLA PRG GSED ~ ¢ x ~ ¢ ¢ z H w ~
x z ',,.v w ¢ g ~ ~ x ~ ° WALL CULLAR GRADE ~
? r- a ? , ~ '4' / ~ ~ A a ~ ~
~ W o: a ' •.o z SLOPE FINISHED GRADE • MANHOLE TD 23 i/2 21 ? M , TYPICAL LIFTING DEVICE
vWi ••P J ? ° ? N ~D' J ~ :o: HAVE CAST IN ~ts ' • : z ~ ~ e•? ~ AWAY FROM MANHGLE . , h O "~~~V SCALE > o ~
? •'D ¢ w ~ ~ W ALL SIDES. RISER OPPGSITE O Z . ' CON-i M V .'P F-
M ~ ~ z STEPS TG •a• S l- w f ti ~ ~ ACCOMODATE y f S NOTES CGVER SHALL READ
? a . ? ? ? ? ~ FLANGE F x ? ~ w w w 'Q• ? 4 HOT DIPPED •r: 0 ~P
W v 3 z ACE ' 0 0 0 ¢ ? ~ GALVANIZED PIPE, ~ o• yF~ ~'P ~ ~o~ 0 o ENTERINPER ITA REQUIR~DNGAS 1 ACE ~ PLAN SHGWN GN S-25.
' ¢ ~
a z m• ~ ~o 'b ~D Z
Q , • F . . Q ZB 1/4'
, ~ •d• , ~26®1/4®~ 1 3/8'
:'0 y ' ° y • '•A GASKET p ~
HYFE 'Ce •4• ' T i?5 1/ Z5 1/16' 7 1/2°
0 -----z3 11~ z3 11/16° I 1® GASKET IN VERTICAL
W H i=0~ U 1 FACE OF COVER
U J Q' TYFE :p,: 0 0 ~ ¢ Z ? ~ •rj RING MUST BE
A J a ? Z ",p a BUTYL-NEK OR _ w ? o v ~ o APPROVED
H A x v W ~ 7 1/2 22 > ~ D SEALANT ¢ W y W z J a. ^ STAINLESS 22® ~ 24° ANCHORED IN ACCORDANCE
y ¢ a BETWEEN FRAME f•' ~ W z J Q[ •4• STEEL BOLTS z z ? w ~ ~ ¢ ~ a ~ ~ VENT DETAIL '4' 3° 28° WITH S-25
? ? ¢ ¢ ¢ z z > ? ~ AND CGVER 34'
~ E ~ ~ ~ ~ w ~ ~ ' ¢ ~ ~ OTHER ACCEPTABLE ~•a~ J w z.~ W ? U ° ~ c 25 15/16°
ti ? z ¢ ~ , COVERS , ; 1 25 1~ ~~~Q:W AWI-NPafagVj ~ I- Z ~ b' b: ',d yJOU? ~ Ug W ~ Ai :A: 331, 331/4' No. DATE BY Description
=vW J~W¢?ZWI-W-~I- •.•.•,.r• NOTES A REVISIONS 5/8°X3' LAGSHIELD IN HOLE
Vi ¢ ¢ df J I- l+- ? A Vl N J W 'D:,d';e•e;o~.~.:o• .e ~~•7:?•®•'D•°.'~: ~ 5/ v 17 G1 ~H?Vl ,U~ ~¢G DRILLED INTO CONE OR L~
3 ~ N W W ~ = w ~ w > ~ ~ w ~ , , i) ALL MANHOLE FRAMES SHALL BE RI RING WITH ANCHOR SUNK TD DRAWN BY JRS
~ ~ ~ _ _ ¢ o ¢ w to = ~ ~ o ? W k~~~` ~',kw~~`h,~s~ BE DOMESTICALLY CAST ~ z ~ . ~ DE ~ I,. a H 3 J v E N ~ I- o_ # ~ 2) FRAME SHALL BE A MINIMUM H[ DESIGN DEPTH, AND 5/B°X3' S/8° ~ HOT DIPPED GALVANIZED STAINLESS STEEL ROD JRS
? l NOTES 'STONE WEIGHT OF 182 LBS• WITHIN LE LAG BOLT AND WASHER, TYPICAL LIFTING DEVICE DESIGNED BY
z ~ ai ~ ~ ~ PUBLIC ROW AND 160 LBS, WITHIN EASEMENTS, SECTION A JLL CHECKED BY
CITY OF RALEIGH 1. VENT MUST BE FACTORY WELDED CITY OF RALEIGH 3) COVER SHALL WEIGH A CITY CITY OF RALEIGH, TOP OF COVER CITY OF RALEIGH
FABRICATED AND HOT DIPPED MIN. OF 120 LBS. DEPARTMENT OF PUBLIC UTILITIES GALVANIZED. DEPARTMENT OF PUBLIC UTILITIES 4 L MANHOLE FRAMES OUTSIDE DEPARTMENT [ (EPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DATE JULY 2009
AL
TANDARD MANHOLE INSTALLATION 2. MANHOLE NUMBER NEEDS T® STANDARD SEAL TIGHT MANHGLE OF PAVED SURFACES SHALL BE S BOLTED TO THE CONE STANDARD TANDARD MANHOLE OVER MANHOLE FRAME AND
SEWER MAIN COINCIDE WITH VENT .NUMBER SECTIDN OR RING WITH A OVER EXISTING WITH VENTED STACK WATERTIGHT COVER TITLE
DATE DWG. NO. REVISIONS DATE REVISIONS DATE MINIMUM OF 4 BOLTS PER DWG. NO. REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS FRAME. 1NS DATE REVISIONS DATE DWG. NO. REVISIGNS DATE REVISIGNS DATE IT t-87 3-1-87 A,B.B. i?-9-05 S_26 3-1-87 3-1-87 ABB -29-0
a-1-a~ ~H 3-30-00 ~ Y.C.A. 12-31-91 RRH 3-30-00 S_~ 5 3-1-87 3-1- S-22 Y.Ga. 12-31-91 A~.B• i-i9-o5 - 5-24 D~W.C, 6-7-99 A,B.B. -15-04 RRH 3-30 3-30-0 RRH 3-30-00
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILmES, T I L INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE lb BE
CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CRY
P U U I I C CITY OF RAELEIGH AND SHALL BE 80 INSTALLED UNLESS A
Water Distribution /Extension System A CHANGE Is AUTHORIZED BY WRITTEN APPROVAL PUBIC PROJECT NO. 50020200 SANf(ARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
The City of Raleigh consents to the connection and extension of the TO FINAL ACCEPTANCE..
Citys public water system as snown on tnis pion ine matenai ana
Construction methods used for this project shall conform to the SIGNATURES: standards and specifications of the City's Public Utilities Handbook.
City of Raleigh ENGINEER Public U61Ries Department Permit PUBLIC UTILITIES C~l 5
Authorization to Construct TRAFFIC ENGINEER
Date CONSERVATION ENGINEER SHEET NO. 15 OF 18

~
a: a ,v • ' v, D l FINISHED GRADE
. p _ •g.
• . • • I, Dewberry & Davls, Inc.
a ~ ~ 2301 REXWOODS DRNE
• MI o • ER T , o , •a' Q R ® 4 SUITE 200 RALEIGH, NC 27607
F Q G • ~ PHONE: [phone] FAX: [phone]
~ V T . ~ • Z 1- ~ FINAL NGBELS # F-0679
•m Q ~ D . • q d • • ' • BACKFILL
,p e • 4.
,4 D' O SIDE SLOPES SHALL BE LESS THAN 3:1
l,• . ® UNDISTURBED TYP. UNLESS OTHERWISE INDICATED ON 2" SF9.5A 1NDISTURBED SAIL LAYOUT PLANS. CUT AND FILL SLOPES SURFACE COURSE- 90% COMPACTION
• p 4 SHALL TIE INTO EXISTING SLOPES TO
5° CREATE AN EVEN TRANSITION.
0 ~o . 0 ACE ~ 6~° AGGERGATE BASE COURSE
~ D
. v o v 2 0 v • , . 3000 P.S.I. CONCRETE A • • p INITIAL : 2"-O" ~ D'-®" X18-011
TYR ENCASEMENT ' SHOULDER SHOULDER
a • BACKFILL 0000000 0000000 •t~"' 'r• •.•f. SHOULDER IS
SPRING LINE #67 STONE 0'8°0 ° ° ° X67 STONE REQUIRED ON ALL
PLAN ~ °e~. ADJUST FLUS N OLE A ~ ° STANDARD MA H SIDE HAUNCHING ~ 2% MAX CROSS SLOPE 29G TRAIL PROJECTS
° °°~ao PIPE GRADE NEW ASHPHALT FRAME AND COVER PLAN ° ~ $ ° ~a 'IPE GRADE
~ ELEVATIGN °o ° a 4 BEDDING E° BEDDING
2 ° ••o • • ;p:• ? • ,a ~ SLIP RESISTANT CLEAT
,A TAMP WELL UNDER MINIMUM SIDE •D;, D.D. ~F PIPE 6 7INIMUM SIDE 1 GEOTEXTILE FABRIC _
, ~ BOTTOM HALF 6 CLEARANCE ;LEARANCE ~ ~ J ~ COMPACTED SUBGRADE CLEAN BACKFILL ~ ~ a ABC EXTENSION SEED AS SPECIFIED Q ~ ~ Z
OF PIPE • 2' EXIST, A.B•C• ~ w J
® ~ arc ~
STANDARD . TED 12' ~ Q
MANHOLE COMPAC TYPICAL TRENCH BGTTGM DIMENSIONS FGR BACKFILL ~ d ~ U NOTES; O w ~
SDR 35 PVC GRAVITY PIPE ~ ~ ~
• raTAL ~ ELEVATIGN CHIMNEY NOT NOTESI 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. _ ~ Z
® hes re ulrln shorln and bracln dlMenslons shall TO EXCEED 12 1, For trenc q g g g, 1s shall ~
be taken fror~ the Inside face of the shorln and bracln , 9 9 2. CONTRACTOR SHALL RE-ESTABLISHING ALL SLOPES DISTURBED BY U Q = racing, CONSTRUCTION. u~ u. ~
#3 OR #4 REBAR 2, No rocks or boulders 4' or larger to be used In Initial backfill, SECTION tlal backflll, W w ~ J
PRECAST CONCRETE SPACER ~ 3, All backfill naterlal shall be suitable native r~aterlal. 0 ~ ~
CDONUT RINGS) CORROSION RESISTANT MATERIAL 4. Backfill shall be tars ed In 6° lifts In traffic areas, 12° in 12° In ' I ~
RUBBER, PLASTIC P IN TRAFFIC AREAS ~ non-traffic areas, NTs
ONLY, DONUT RINGS NOT ~
ALLOWED IN EASEMENTS, CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH IF RALEIGH PROPERTY LINE
NOTEI CONCRETE COLLAR SHALL DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTIL PUBLIC UTILITIES SEAL e®,®~~' ~'A'~®'D',®a,P
EXTEND 2' BELOW TOP OF _ SECTION A A STANDARD SLIP RESISTANT TRENCH BOTTOM DIMENSIONS AND B JSIDNS AND BACKFILLING ~ ~'°°°R.°~j
PRECAST CONE STANDARD MANHOLE FRAME AND COVER ?C GRAVITY SEWER MAIN FINISHED GRADE ~,•oF 551oy ° ifi CAST IRON CLEAN OUT +''Z+ 9.09 i
DETAIL WITHIN PAVED SURFACES MANHOLE STEP DETAIL REQUIREMENTS FOR PVC GRAVITY
ISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DWG, NO. REVISIONS DATE REV REVISIONS DATE ' L 4 ~ D.W.C. 9-3-99 ®'.FORgEVIE P SEjONGT
3-1-87 RRH -30-00 RRH 3-30-0 TO NOTES 3-1-87 D.W.C. S-~9 _ ~ 5-28 S-5 -2-82 RH Y.C.A. 2-31-9 ABB 9-20 0 h 7 R CURB-.. 4`r~r,, / / / / / / / / / / / Z RRH -30-00 PAVEMEM / / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ e v ° e w
~...,,,y C1NE
~~e(°j~ N G~~o~~°~
° g~ SLOPES FOR VARIABLE
a • a~ SUPER ELEVATION RATE 6" 24" 4" D.I. OR PVC PIPE 1 ,PIECE OF PIPE ~ KEY PLAN
s~ ~ EXISTING MANHOLE
~ P FOR STANDARD 2'6" z m~ n
< ~ ~ ~ 6~ CURB AND GUTTER gn ° ~ I?; ~ ~ , : Y ° , MONOLITHIC MONOLITHIC POUR OF FILL ANNULAR .
~ • • ° ° ° 3000 PSI C p pg W ° ° 3000 PSI CONCRETE VOID WITH MIN. GRADE 1 NON-SHRINK 1.0' EXTENSION WITH
N aW W° Cn ° • ° e e • • • ® ° 7n o em U • Y F m m~g0 ° • ° • e ° a GROUT PERMANENT
° ~o qq zp L 4° D.I. OR PVC PIPE PLUG CAP
m ~ = a ° ~8~ .OD .02 ~tn o. ~ ~ ~ ~ v n
$ < M ~ 1. 30 CURB do GUTTER ~ a ~ !v ~ .04
Q m &a o> 0 1 .Ot >12" DIA. SEWER
~ •i O o< d~~ ~ ~a ~ m i~3& MAINBARREL OF PIPE TO ~ ~~COMBINATION LONG TURN PATTERN REST ON UNDISTURBED SOIL Y AND 1/B" BEND SCALE
~ U ~ ° a ~ w m ~ .D3 ~ ~W C .Z ~Z V n
p ~ ? a W W 2 00 R=15 R®30 \ ° ' e.' .n ' a e ~ . a ~ d °
IL W ~ y, ~ ~ o~zF ~ ° n 5 ~ ~ ~ ~ I ~ NOTE:°
gg n ~ C
E fll 6 ~ ` n P n \ ° ~ .03 07 ° ° n e o ~ O 6. ~ ~ ~ m ~ G. ° ° ® e ° a°e a d p ~ • • a • ® e none 1) \ BEECOMPACTEDTIN 6~ LAYERS WITH MECHANICAL TAMP.
~0ac \ ALL SERVICES SHALL BE INSTALLED PER CITY OF RALEIGH SPECIFICATIONS.
~ g _ \ s .01 SLOPE-3/4 ~ ~T. e o \ O 8 n a ~
r N Y ~ ~ L G. • ee• ~ ~ ~ 30 ~ ee°
z q \ TYPICAL VICE SSEBLY
~ m ? n a \ ~I;~ H ~ 03 2. 30 ROLLED TYPE GUTTER
$ s L ~ P ~ • ~ 3.5 RADIUS ~ \ < ~ \ N.T.S.
4 ~ F IIOYY O X ~4y .OO O ~ a ~ 2 F
Y ~ b - ~ .04 .oa p W ~ 1Ig1 m ~O (yyy}J~~ n L L °
z W-41 C ~!j ~ Q ® ZZ m Z 7 W •e \ ~ ~ WNO itiY V j m ne°\
~ R _ i rr W W g <U V. ~ N 6 96
I~i 4: ~ ~ 0 ~ < ~ SF ° ~ ~ ~ ° • 4° S.OPE.9°/Ff. °®e°a®°~e ® ~~Y7~Q] tCY~ a~ fU yf/1 f~1 ~ ~ ~ ° • °
~i ~S $ 10 ° ® . . ~ i GI • a ° ® a ° ® ° °eo m ~ m ~ Zp ~ W Z S ° en .y - I II CLASS B coNCRETE - OR COMPACTED CLAY
~ p ~ ~m
Z N C a:~ L n n ° o; c e~ ~ _ ~I II
~ F~W Z 6 Y~" _ IIE - 1 FOOT ~•e~
~ ~ _ .oo R/h' Isg N8~ n $ , c • ~ ~ I@ 3. 30 VALLEY TYPE GUTTER
~ - ~ o~ a >~g NOTES: ~ z ~ ~ No. DATE BY Description 1B UTILITY LINE
~ ~ ~ ~ ~ a 1 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS. ~ s$ ° big 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS INCHES (DIAMETER VARIES) ~ REVISIONS
~ _ ~ ~ ° I ~
, W ~ y0~. ~o ~ ~ ~ ° 1 m a ON MACHINE POURS. 6 INCHES 6 INCHES DRAWN BY JRS
I I I I I I n r 2. 1/2 EXPANSION JOINT EVERY 90 . Va° o~~~x ~a~ a
'/4®' SH SHEEP 2 OF 2 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. SHEET 1 OF 2 ~ SHEET 1 OF 2 ~ Foo~?® ----CLASS e coNCRETE PLAN JRS OR GOMPACTED CLAY DESIGNED BY
CITY OF RALEIGH CITY OF RALEIGH CITY f CITY OF RALEIGH ~II CHECKED BY JLL
CENTRAL ENGINEERING DEPARTMENT 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET CENTRAL ENGINEERING DEPARTMENT ~ alp a" CENTRAL ENa CENTRAL ENgNEERING DEPARTMENT
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT ~ REVISIONS onre: ~/s/oa DRAB er. ,ISM STANDARDS & SPECIFICATIONS FOR ROADS AND REwStONS nwr~ ~/s/oo orta~a en ,I~a ~ ~ ° ~ • REVISIONS oe~e REVISIONS oe~e 7/s/oo urw~a er. DATE .JULY 2009
o~ 0 40 50 DRIVEWAY STRUCTURES. CURB DRNEWAY 6 INCHES TRENCH WIDTH 6 INCHES
AND AND AND TITLE
SIDEWALK DETAIL 5. ALL CONSTRUCTION JOINTS SHALL. BE FILLED GUTTERS WITH JOINT FILLER AND SEALER IN ACCORDANCE SIDEWALK DETAIL NOT TO EXCEED 40 FEET
STD. # 20.01 WITH NCDOT ROADWAY STANDARD DETAIL 846.01. STD. # 20.21 STD. # 20.01 SECTION
TI- COLLAR
N.T.S.
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILmES,
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREE(S AS SPECIFIED BY THE CITY
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
P u b I i c CITY OF RALEIGH ANO SHALL BE SO INSTALLED UNLESS A
Water Distribution / Extensian System A CHANGE IS AUTHORIZED BY WRffTEN APPROVAL. ~18LIC PROJECT NO. 50020200 SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
The City of Raleigh consents to the connection and e~tensian of the TO FINAL ACCEPTANCE.
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the SIGNATURES: standards and specifications of the City's Public Utilities Handbook.
City of Raleigh ENGINEER Public Utilities Department Permit # PUBLIC UTILITIES C~l 6
Authorization to Construct TRAFFIC ENGINEER
Date CONSERVATION ENGINEER SHEET NO. 16 OF 18

~`*o
~'t®,d
W U ENERGY DISSIPATOR/OUTLET PROTECTION SCHEDULE
~ $ ~ 9° ~ J"8 r J 9 ~ a W LENGTH WIDTH DEPTH OUTLET / DRAWING
Frf.d ~ 9 XF ` Z O~>; a s o ~ $ i;13 2:1 SIDE 2:1 SIDE STRUCTURE STRUCTURE TYPE PROVIDED PROVIDED PROVIDED STONE INLET WHERE COMMENTS Dewberr & Davis, InC. SIDE NO. La, (FEET) W,(FEET) d,(INCHES) TYPE TYPE SHOWN y
ZZ~r~ ~ ~ LL < ~g ~ ° ~ y SLOPES (MAX.) SLOPES (MAX.) PES (MAX.) 1 UTLET PROTECTION 28 31 24 CLASS I TYPE 8 C-11 2301 REXWOQDS DRNE SUITE 200
m~i-ILL ~ ~5 0 ~ b ~R
1!~ < r N`M~ " IN CHANNELS ROLL OUT STRIPS OF NETTING PARALLEL TO THE Zri . ~ ~ W C N ~ ~ S"y~a ~o < ~ ~ 3 ~z m ° DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH tALLEL TO THE RALEIGH, NC 27607 PHONE: [phone] IVE MULCH FAX:[phone]
~F~yl o M J ~ ; ~ W ZO ° OV NxJN <O ~ N - z NCBELS # F-0679
d r 8 w LL H W +~t! a n. <rc o p
LL N ~ ~ z ~ ~~°ap a ~ zo ~ ~ ~ ~ o~~ m O iw ~ zo i~UN~W a a) m ~g rN _ ~ ww
o:~<-ra - ~ ~ ~ x d~~ yQ< o ~ NOTE:
N < ~ ~ W '~1 " l°~ ~ r<4~ ~ x ~ c N ~N C ~ VlW ~ ~ ~ 1 i-. 1, FOR OUTLET TYPE °B", PLACE RIP-RAP FROM TOP OF BANK ~ TO TOP OF BANK IN RECEIVING CHANNEL.
s ~ pu~m a o o: ~ m 3 IA ~ ww ~ i. 18 ~>or~°r ~ uJ. a c ~ r~ ~ ~ a° ~ > c ANCHOf~ NETTING +I.°'~1`~~? OVERLAP
~ ~ a A 6 TRENCH x °zS~~FyF~ i ~ nw. 1- r ~~<o c F~ W IN JOIN STRIPS BY V STRIPS BY ANCHORING v
~ r vl - a ~o w ~ AND OVERLAPPING ~ - OVERLAPPING ~U J o OpO~ a~~ zz
s ~ a LL z ~ H Q° ~wFpw~ LL sny U W~ ~ V? i W C1 ~ Z < Wx91$Naf-~ ~N F I-z O". O~~~OoO~" ~0o0O0O~OOc mm o c 0 0 ~ a 0 °0~0 °0~0 . CHANNEL o 0
~jj~~ VHF > ~ 1-F.FO ~ $ ~ Ci~ < Oa 3Do Do o~OO~V oa.-~0~0 ~ o ~ BOTTOM po
O Z yz~N Zp~y ~ U Cr Q 0 N a rw ~ m W ~ ~ 'rpWa ~ ~ ~ a MAINTENANCE'
z w N• U ~ ~ ~ r s w cc .N < r~ B = z " g E- F g ~o~ m = ° ~ 1. INPSECT ROLLED EROSION CONTROL PR UCTS (RECP) AT LE ~ Q~~ ~QQ~ ~ PLAN ° o o~°OQ 3 i (RECP) AT LEAST PLAN ^~~0 ~ ~0 0 oS00..~
n\ z rr^^ ~ !Y ~W " o WEEKLY AND AFTER EACH SIGNIFICANT (2 INCH OR GREATER N = Wp0 Q ; V! f ~~a~~ ~ ~ " J H OR GREATER) RAIN Q~o ~ a QO~~
w I " z r ~ <r~ < v FALL EVEN REPAIR IMMEDIATELY, ~ t7 111 W Z W NO~ Qv°'iN~ ~p O J rd(1 ni-
~ iv v c w < W w Jp~~ ~ ~ « F 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, ANI \ 3 f •F x f- v ~ 6i1L;f e~plEvs~$ J AAINTAINED, AND La
x _ " o_ o ~ ~ w " c J ~ z ~ a ~ ~ ~ F EROSION MUST NOT OCCUR BENEATH THE RECP. " P. ~ La a..
~ ~ °o ~ ti z ~ _ ? J 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN C OR NOT IN CLOSE ~ V~"a0p U~'~~
~ i ~ > < ° LL 1 ® z ? o z CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPL o ~ ~ " III - ~ 0- ED AND STAPLED. vO~~00p ~1,, (d ~o O~ 0 Oo~ 0 0 ! d
I m ~ 4. IF EROS Y RAINA } _ ~ ~ W o ~ _ x 'm a ION OCCURS DUE TO POORL CONTROLLED D GE SECTION v"o~ --I- LLED DRAINAGE, THE o~ ~ N J o
r, ~ E4 _ o_ z z m w ~ ~ < ? ~ PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTS / o ~ \ N - G: ~ ~ w o AREA PROTECTED, FILTER LAYER-FILTER FABRIC OR SECTION 6" "5 WASHED STONE W W Q N
~ i \ ~ ~ ~ - W ~p € _ ~ a ~ 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUP Y UNTIL GROUND FILTER LAYER -FILTER FABRIC OR H ~
~ ~ ~ ~ ~ ~ ~ r~ ~ ~ COVER IS ESTABLISHED. ~ Z b ~ ~ ~ 6" #5 WASHED STONE ~ ~ ~ Z
~ ~ III o ~ ~ ® < ~ N ~ 1 U ~ r~ w Q - r TYPE WITH NO D FINED CHANNEL AREA TYPE B -PIPE OUTLET TO DEFINED CHANNEL ~ ~
/ ~ ~ ~ rg ~ w ~ g~ ~ z z I L I a~ w ~ p~ ~y~ gR 5 0 -
~U V mW ~ WJ SWp O U V) Z w ~LLN ~ w ~ ~ ( TTI / u- ~ W U 6/ W
o ~ ~o w 2 w o WJ US Y ~ U
" ~ o{.y( ~ TTI ~ I L ! O . (I paO LL LL~W r¢ O W L I RIPRAP OUTLET PROTECTION Z ~ Z
o r~ yam" . gp~ ~ Z ~ $ NOT TO SCALE 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN _ = W THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED ! U }
~ zZZO ~~r a ~ J r " ~ 5f°z Wr<~r c ~ ~ d. ~ ~ MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL SHALL BE FILLED BY INCREASING THE RIPRAP ® U ~ LL THICKNESS. W
a~W o o TOP TOP OF STREAM BANK 2. THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. ~ O N ~
W<~ ° o
LL$ F~ i x pW 3QNg a ~ I~ 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION, REPNR ANY DAMAGE 8Y REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
J S ~XNy~~~=p 0 lB~r < ¢ ° r U FILTER CLOTH OVER THE DAMAGED AREA, ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FOOT. IF THE
CITY OF RALEIGH < ~ ~g~`mGp CITY OF RALEIGH - ~ oJ F N <o W PUBLIC WORKS DEPARTMENT ~ ~z ~ PUBLIC WORKS DEPARTMENT DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
- Wg~tJq(y~~N<~j p~ J ~ if~UZ17j p O 66 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER,
REV~QN$ OAYE 7/9/00 ORABN BYr J1H U ~ s r ~ W f ~ ~ REVISIONS DATFi 7/9/00 DRANN BYr JTB MOP B/9V04 ~ ~ < ~ tl ~ ~ ~ BOP 4/24/04 Wnugn 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED IN THE SCHEDULE. Ste' ~ p ,I O ®®®®e
NDP 3/06/07 - ° Q ~ NDP i/6/Di GRAVEL & RIP RAP ,n W ~ g ~ CHECK DAM 6, RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER- ~°°°•1~ ~ Si •.el~~ae
HORSESHOE INLET BASIN w ~ ~ ~ ~ ~ ~ H;1 ~ Y ~ D SANITARY SEWER MAIN RESISTANT AND WELL GRADED. ~~F oy9 :9®s
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE I L
STD. # 40.13 STD. # 40.15 z w DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 4
h 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRNGHT ~OrR'REVIE P OSE~ONTZ THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF PN
c~ z THE APRON. e.~/ °00^e~^olmi~C°'0(°Q~~ ®!o
J NFJa a ~ a ; w m~<Z ~ e 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED PREAS WITH VEGETATION. ®BO<®,4~ ry !y ~ J ` e
~ ~ a~ ~ cxvi z z ~ efutuan`a/
g x~ ~z~ o $ p J UW ~ L7 OQZ_ ~ ~ lS MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES ONCE PER WEEK AND AFTER EACH RNNFALL EVENT
2 ~1 O WO UJS~ QV, wx O N UJ o ~ U_ z LL~ yx~Fw- O~SI- ~ } (1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO KEY PLAN
~ ~ ~ ~W W;OW ~W~O 0 = ~ PREVENT FURTHER DAMAGE.
g FU ~ >W Q 0. ~ W VZ ~2WW JOVw U ~
g Z F w4 !-0:~ =00F- 3 IIIII Z SKI Z ~ ~z w~~w awzcai z = Q ~ -
m o_ aw -mwm ox-o - I ~ Q ~ x ~~ci - 3 w wz c~ .z -III~1 sILT FENCE (TYP.) TYI I L / TL TTI (PER [NTH
w _1 o ww ~ ~p a: W- x>zx wQa~ + F - xF ~oww xo a IIIII- NOT 70 SCALE
~ Q z~~~ ?~WZ~ z ~$0=
o o~ o~ $ zual°no ~ 00 = w W WZ zf..Zm toimww~r' ~ IIIII
o - F ~ z~ ~~°r ~d~a~ 0 0Q~ -
Z IWLW ~N"~Q 7WZ<JJ ~v - ~ Z J~ ~o=~ir ~~w~,~ W
O rnz c~~~~ ao~op U
w ~o wx>w~ wzdww 0 Q NOTES: SCALE
~ W ° w ~ ~ ~ $ ~ $ z N o ~ ~ 1, INSTALL A CHECK DAM DOWNSTR OF THE CON UCTION AREA. N AREA.
~ ~ Po ~ ~ ~ - ~ ~ ~ O o Ilil~ ~ 1= ~ ~ W
LL - U N ENTRANCE PS SHOULD SE INSTALLED ON EACH SIDE ~ ~ g ~ ~ _ ~ 2. CONSTRUCTIO b ~ r ~ ~ W o w N EACH SIDE OF THE CROSSING
$ o = w IIII) ~ ~ FOR APPROXIMATELY 50 FEET WITH SILT FENCE AROUND FOUR CORNERS 0 CORNERS OF CROSSING.
g ~ ° ~ ~ _ ~ to ~ a ~ W ~ - - - ~ ~ o ~ m N I- 3. FOR TEMPORARY CROSSING PROVIDE TIMBER MAT COMPOSITE MAT FOR fE MAT FOR CROSSING,
~I¢ ~ W J " o / ~ J~z- a U ~ ~ ~ ~ ~
~ w°a~'z 0 U ~
~ m°a:zw~ o ~ ~ oaw~Q ~ Y I TIL ~ I~ b sg ~ ~ or = ~ o00
< S B ~ ~ a o o$ o p (n NOT TO SCALE
' ~ 00 ~
B~' s e ~ 0 III U W~ z I~Qya ~ l~Qi~ , =II ~1
N p e _
~ `Rr ~ ` Q 0000 p00o = ~ h oo ~ III II - ~ ~ ~
to 00 0 °oo ~ - ~ o q,° 0 0 a 0"0 p 0 APPROVDED DEWATERING DEVICE
W 00 w p z yW O ~ ~Q:~ OQQ~~ ~ ~ STREAM DIVERSION PUMPS
H ~ W O ~ -O~Q $ ~0 O Vf 0 DISCHARGE HOSES
Z~ 0 0 mzJ V 0 t - z ooa 0~ Z o LL ~ ~0 0
0 Ne-m 0 Q ~ o 00 woo 0 J o U z p INTAKE HOSE
r ~ ~ li ~ 000 O ~ O 00 D_ ? 41 a~ 0 0 For o: 00 y p DEWATERING PUMP f No. DATE BY Description
Ir 1=AW 0 Vi~J 00 X o o
~ ~ " o°o ~ ~ $oo w ~ ~ 8 0 m o ~ o~o 1~ A REVISIONS
3 CITY OF RALEIGH oO N oaoo CITY OF RALEIGH w PUBLIC WORKS DEPARTMENT X00 0 0000000 PUBLIC WORKS DEPARTMENT FLOW FLOW
> 0 00 ~0 0 p0 0 p~00p INTAKE HOSE a-~- DRAWN BY JRS
DAifr i/9/~ MN BYr JTB 0 0 0O pOp00000 D 6 f f DAiFs 7/9/00 ORA~I BYa JYB W REVISIONS DRA REV S ONS CLEAN WATER JRS
~o-a ,Q.,~ ~ AdMOVOa B/04~04 STANDARD TREE 9NIlslX3 9ro6/oi CONSTRUCTION T DIKE IKE DESIGNED BY SUMP-HOLE OR POOL JLL
' PROTECTION DETAIL ENTRANCE ~ . ~ . ' ~ ' ~ ~ . , ' (12° to 18° DEEP 2' DIA.) CHECKED BY
WORK AREA LENGTH NOT TO EXCEED JULY 2009
STD. # 40.04 STD. ~ 40.21
ONMO ASSOA6 EDVELOCITYE DOMA~T oI~N oN~ oAY NOTE: ESTIMATED MINIMUM PUMP SIZE DATE
oRSSaNOe ce DE of RIP RAP NEEDED FOR BASE FLOW IS 6" PUMP.
CONTRACTOR IS RESPONSIBLE FOR TITLE SIZING PUMP AND MAINTAINING WORK IN
THE DRY.
UTWTY INSTALLATIONS AND OTHER PUBtJC FACILITIES, 12' MIN) ~ I
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY
CODE. THESE FACILTIES HAVE BEEN APPROVED BY THE HASE FLOW+I EODT
P U b I I C CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A ?fir ~ i WORK AREA (2FODTMIN.)
A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC Water Distribution Extension System yyJ ~ r~i 1.5'
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR ~ " O " ~ PROJECT N0. 50020200
The Ci of Ralei h consents to the connection and extension of the TO FlNAL ACCEPTANCE. tY 9 City's public water system as shown on this plan. The material and n n ^ SECTION A-A r, V ~ r, V r, ~ , CROSS SEC110N OF SANDBAG DIKE
w___.__. ___i~__~_ e__ au_ ___e__i _ _u i_ u_ n~nusr~mrn. ( ) t ) r
t;onstrucuon meznoas useo Tor tnis proem snap conTorm io ine JIVItlHIVRW: v L/
tandards and specifications of the City's Public Utilities Handbook. sJL n n ~ n
City of Raleigh ENGINEER CLASS I RIPRAP I RIPRAP
Public Utilities Department Permit PUBLIC UTILITIES SIDE VIEW C~l 7
Authorization to Construct TRAFFIC ENGINEER PLAN VIEW
TEMPORARY PUMP AROUND
Date CONSERVATION ENGINEER VELOCITY DISSIPA- .OCITY DISSIPATOR NOT TO SCALE SHEET N0. 17 of 18

fuWio~~t~t~swa ~ e 4° MAX. ~
J~N,3FW~J= O wN u Fw• i m
LLWQp=;f ZI-LL m~a }o
ap,a~uulmsm a~~3o > 04 \ I I
i~w~aw=~ wZw' i;~ ®p°~° °a op°°~ ~ 4 8 MAX Dewberry & Davis, Inc.
o~®l;~«~Z~Z~~s_mW J 0,°•ro0°a ° oA0 Z v MAX LLLLZwLLGGHWU16QOe~° Oo O O° - ~ LL< °000°0.0 °o m 2301 REXWOODS DRNE SUITE 200
y~ ~ ~~LL °W 7F =W 0 ° KK OO Op ® O• O p00 NZ_O ~ i RALEIGH, NC 27607
~,9 4 ~J oo.'o O qo Do, :o Ivy i _ PNONE:919.881.9939 cv FAX: 919,881,9923
o: oQop c 'Do po ~ I ~ q 0 0~ o® 0808 N • NCBELS # F-0678 -
sZS °w LLJ Q °ti o O p a ~ t, 0.000°27 ~
U 0 o p ~e0 = W ~ Z p • p° O o p'° ~ MAX .og ec eo'.
~ m LL1 •;N,.P•w`• a .W a O Qp°p a Yiy,i ,lt~ . oo' ' o i~~ ao' •p °~o •o, ° ®o o o•o oo°
I ~
S a w o i;'~~-i=. ° o°.C 4 Qo0°a 'Y~ a 5 x o z ym ,o..•, pQo 000 0 p r,,t~'; ti, Z ~ I i
-F ~ moZ ~ ( ,7i~'! 000 op° o oo' ~;"•~>aJ. J Z_ »
~Q:' W J ~ <W ~ J~ riV'~ O0 V•p OO p O r«~f.Wi,~~L4, d , J ° r.+~: o- a to 6 DEEP BED OF 2 - ao LL ~m - ~~'.a - ::}FS•':Y; o°Oc Oo.p~ap a....i•F,•~i1• MI BED OF 2"-3" COURSE I I NCDOT ~5 oR
LL W W y Y + ~ f~x,x, ° ao ° a o° r ~ AGGREGATE SPLASH ~ - ~ W ~ ~ - ,+..•y. 4 ,o 0 0 ° oo ' ~ ON DOWNSTREAM SIC 'E SPLASH PAD CONSTRUCTED N #57 wasHED sTONE STREAM SIDE OF SILT FENCE j
I '
~1 ~ ~ I I -i o o Q. 4 II
W ~ ow ~ _ Q ° 4.A .o po _ ~ ~ ~ -Ir III=• ° °
II Q ~ °o'°°•° ~ TYPICAL IL VEL L m _ -11 _ °o°a c ~ ~ p o 0 00 Q gVEL TLET DETAIL
v ° c H10R1 'NIIN ,Z£ I I - W ~ I. O°o o''p, 00 Q °o.QyQ ~ I,L) /I z 8i3 I~-III- - o u °o 00 oQo t Y~
w II ~ ~ ( 00 000 a 4b .°p ~gm 0.' LL°o = I~ ~ „ v _ z W a°° ~~p~ o°° N_o ~ FILTERED WATER
W~p a w < I_ o ~ A o° o , p.° ~ N.T.S. ~ ~pW; ,sa I g ~ ~ ° o°~ p p °ooo o ~ MAINTENANCE
J C I ~ N ~ ~ p0 o O 0 W ~ ~ 00 J LL4" LIJ =p - > ~ a ° o O o 1. INSPECT STABILIZED OUTLET ONCE PER _ w <
~ - 1, ~ ~ WEEK AND AFTER EVERY RAINFALL EVENT NCDOT #5 OR
a - a Q ° 1 /2 OR GREATER. #57 WASHED STONE c°v ~ o
~ ~ ~ 2. REMOVE SEDIMENT FROM OUTLET AND
I~ ~ ~ O ~ ~ Q ti~:~ ~ REPLACE STONE AS NECESSARY. ,.o n,.,oo,.,,po,.,po,.•,p o,.,,p >•.o o>.,.p W ~ N .o=a;.a.Qa.O•oe,o•n:. a.po o•a; o'.o: .o°o: ~ ~ W Z
„i _ L ~ ~
~LL W W z W EROSION & SEDIMENT CONSTRUCTION SE UENCE. E ~ ® ~ Q i ~ ~ ~ a
J G~ a - J .Ti ~ LL Q - 5° LL~
a ;"~a I- 1. IMPLEMENT THE REQUIREMENTS OF THE STATE APPROVED EROSION ~ ~ << EROSION CONTROL PLAN° NOTIFY THE STATE ~
e~ ~ g~ - ~o LAND QUALITY SECTION AND THE CONTRACTING OFFICER AT LEAST W = I~~t~ti - F• J 4~ W AT LEAST 48 HOURS PRIOR TO BEGINNING ~ ~ > ~
sew '~r ~ CONSTRUCTION ACTIVITIES. ~ a ~ z
~ 2. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES ACTIVITIES MAY BEGIN UNTIL ALL APPLICABLE °.a.~ _ = w
- ~ LL ~g EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLS[ a~ c m~ am J INSTALLED IN LOCATIONS AS SHOWN ON THE ~ i O ~ ~ ~
~ ~ R NG IS RE UIRED FOR INSTALLATOOP ~ ~ CONTRACT DRAWINGS. IF CLEA I Q VSTALLATION OF A GIVEN MEASURE, ALL OTHER I W w
~ LLF< CITY OF RALEIGH ~ CITY OF RALEIGH MEASURES SHALL E3E INSTALLED FIRST. THE NECESSARY LAND DIS ~ ~ o. PUBLIC WORKS DEPARTMENT o~ PUBLIC WORKS DEPARTMENT ~ LAND DISTURBANCE ACTIVITIES REQUIRED FOR °a.° o a
LL ~ INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. a ~t <o o','a ° • a .'a ° • p'.'a • a .'o ° • 0 .'0'.. o • •o ° • d .'0 • a'.'a
a ~ ~ REVISIONS DAiEr 7/~roo oRa~d BY= era ur REVISIONS DAro J/s/oo rxra~ ar, ire 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PADS.
~~LL°g "~6~-04 4. INSTALL SILT FENCING AS SHOWN ON THE DRAWINGS. oz J Jii 9-6-01 STANDARD TEMPORARY TEMPORARY I oz {y(~~gp = SILT FENCE STREAM CROSSING 5. INSTALL INLET PROTECTION AND ROLLED EROSION CONTROL PRODU COL PRODUCTS. C T I SECIFICATID
WV7N6d1 6. INSTALL CHECK DAMS IN LOCATIONS SHOWN ON DRAWINGS, AS WEl AS WELL AS DRY STREAM CROSSINGS AND 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
srD. # 40.02 sTD. # 40.25 TEMPORARY STREAM CROSSINGS OR TIMBER MAT TO PROTECT STRE pueorrr ~TECT STREAM. SEAL ®o®®~~ ~ ~ R°~®,,,®
7. BEGIN SITE STRIPPING, EXCAVATION AND CONSTRUCTION.
8. THE CONTRACTOR SHALL POST THE SEDIMENTATION "CERTIFICATE OI ,TIFICATE OF APPROVAL"' AT THE CONSTRUCTION 2. DRIVE 5-FOOT STEEL T POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. ~®o•~~`~~a~ESS~oy9~9•e~"® ~ SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF •
ENTRANCE AND MAINTAIN COPIES OF PROJECT EROSION PERMITS OI PERMITS ON-SITE. ANY CHANGES IN THE 4 FEET APART'
PROJECT DESIGN, DRAINAGE PATTERNS OR THAT RESULT IN ADDITIO IN ADDITIONAL LAND DISTURBANCE WILL NEED 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE ~ovgEL sEsONra
TO BE ADDRESSED FOR PERMIT MODIFICATION. MESH TO THE STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM. PLACING A
~g& N CT PROJECT NPDES INSPECTIONS C A~ 0 10. THE CONTRACTOR SHALL CO DU ECTIONS OF EROSION CONTROL MEASURES 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS ~'"•eFNgI~EEQ.e°
°o o~o°°(bo e b o UTILITY INSTALLATIONS AND OTHER PUBLIC FACILDIES, e° o c~°° WEEKLY AND AFTER EVERY RAIN EVENT Y2 INCH OR GREATER. ALL RECOMMENDED. epe~ •••q•h.+e..c•°•~~®®.` ATER. ALL CONTROL DEVICES WILL BE ee1eee(rANGS,`,®+®'°
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE ° ° og $o MAINTAINED AS SPECIFIED IN THE NCDENR EROSION & SEDIMENT C SEDIMENT CONTROL PLANNING AND DESIGN 4. PLACE CLEAN GRAVEL (NC DOT ~5 OR # 57 STONE) ON A 2:1 SLOPE WITH A
o0 0 a o CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY O ° ~ o W 8 ~ CODE. THESE FACILRIES HAVE BEEN APPROVED BY THE MANUAL. A RAIN GAUGE WILL BE INSTALLED AT THE PROJECT SITE OJECT SITE TO FACILITATE RAINFALL MONITORING. HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN ANGLE.
J 0 8 0: Z m ° ° ° o ,Kp rL~ m c~ CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A THE CONTRACTOR SHALL MAINTAIN THESE RECORDS ONSITE FOR Al ITE FOR AUDIT BY REGULATORY AGENCIES. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE KEY PLAN
W ° ° ~ v Vu ~ ~ 0 0° cJ ~ A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC INSPECTIONS ARE RE UIRED UNTIL PROJECT STABILIZATION w ~ o , ° I-- NPDES Q 31LIZATION IS EVIDENT BY 95% VEGETATIVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
~ O~ ° o a ? SANITARY SEWER EASEMENTS ARE TO BE RECORDED PI~OR ~ ~ U GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTf Z D °d ~ ~ . THE CONTRACTOR SHALL REMOVE ALL
~ o D : ~ ~ i o ~ o ~ ' W TO FINAL ACCEPTANCE. 4 • TEMPORARY EROSION CONTROL DEVICES. v ~ Q d ~ I- 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
° Q ~ ~ ~ ~ o SIGNATURES: 11. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPE 7; ° ~ H 1BBING OPERATION IF THE AREA IS TO REMAIN
° ~ - ZWZW UNDISTURBED FOR MORE THAN 15 WORKING DAYS OR 60 CALENDA t7 ~ ~ N W Z ~ 0, I.t~ •0 CALENDAR DAYS, WHICHEVER IS LESS. AI E
- ° p; v ENGINEER PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 60 CI ~ ~ ~ o i OR 60 CALENDAR DAYS, WHICHEVER IS LESS,
a ° w I- OF ESTABLISHING FINAL GRADES. SLOPES SHALL BE SEEDED WITH ~ ~ ° o ~ 9•'~~' :EDED WITHIN 21 CALENDAR DAYS. USE ROLLED
o p ~ # ~ ro a:r ~.pa W Pueuc tmunES ION CONTROL PRODUCTS ON SLOPES 4:1 OR GREATER. ~ o b~ ° EROS p °O n - - -I .TER. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 /2
0 0~ I I . = TRAFFlC ENGINEER 12. FINAL GRADES SHALL RETURN TO EXISTING GRADES WITHIN THE LIN Q[] o ° -I Z a p ° `va - _ IIN THE LIMITS OF DISTURBANCE AND SHALL TO INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
° ° THE GREATEST EXTENT PRACTICABLE, NOT CHANGE THE DRAINAGE f ° ~ ~ CONSERVATION ENGINEER DRAINAGE PATTERNS, NOR CREATE POCKET DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE SCALE
° ° oo ° S o- WETLANDS. POSITIVE DRAINAGE SHALL BE PROVIDED. ° - o MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
o ° g8
`bj o ~ ~o O 6 °
at o~ _ - ~ Publlc ~ ~ I-- ICAL CATCH SAI l
eg ~ = W > Water Distribution Extension System INLET PCTECTI T IL
.4 =11111 ~
~ =z = i The Ci of Ralei h consents to the connection and extension of the n°. ~ _ W ~ ~ tY 9 ~S . N _ Ili ~ U City s public water system as shown on this plan. The moterial and (TEN1P4 RY)
~o°. ~ Construction methods used for this project shall conform to the NOT TO SCALE
r p standards and specifications of the Cdy s Public Utilities Handbook.
~~o Z w J c o~ e~ i Q City of Raleigh
~ °o F ~ a N > > _ ~ °z ~ ~ Public Util'~ties Department Permit ~ S E E SEEDING SC EDLE I PIENI T AREAS
~d>=aJ~°w~ a~ Q ~ w a c v~ a~° m~ ~ a ~ o w e O U Authorization to Construct
O tr/IJWOUa~V01,a. ~O:J 2~FF ~ ~ 1. 1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS
~ =awym~u~.ovr ~>a =xds J Date Q F°mW tr0? Z~~F m OF MATERIALS TO BE APPLIED PER ACRE:
U LLF~UOU•O~fr/1 °t~7-! ' 000 W
v °ooWSc?za ~dww ~ w o~t=nrz-~zwa.° °wz omao °w 1 TEMPORARY SEEDING
° FERTILIZER
z ~~ooo~~av ~~o ~~®z ~ [ DATE TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE STRAW MULCH
_Q QmQml-OOtrx gzS ,r,2NWyl o F wwZVjm~sl-N ENO .NQWZ W ~ JAN. 1 -MAY 1 RYE (GRAIN) 120 LBS/ACRE 750 LBS,/ACRE 2000 LBS./ACRE 4000 LBS./ACRE
~ o='o=ww~~o u~QZZ~ w 1.5 KOBE LESPEDEZA * 50 LBS, ACRE
F ~zw?r o'aZ FEZ o:aYOC°~ = CITY OF RALEIGH ~ o x w W ° w~_ o J w PUBLIC WORKS DEPARTMENT
JWI-NU00 ~ 0.0 ~ m°- ~?-~waci°'~ ~=a sz~ .m~~ m `di'o° NOTES: N No. DATE BY Description MAY 1 -AUG. 15 GERMAN. MILLET 40 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE 4000. LBS./ACRE
U Z~~ a~ 0.0 O O m° j w° J W w S N REVISIONS DAZE 7/9/DO DRAW eYe J18 OF2WZWF-WAX Y.~Y UW2pW o WDPB/12/04 REVISIONS
r--a,aweZ~o ~~o w~~oo BLOCK AND GRAVEL 12" OF NCDOT 1. ROCK CHECK DAMS SHALL BE INSTALLED IN AUG. 15 -DEC. 30 RYE (GRAIN) 120 LBS./ACRE 1000 LBS•/ACRE 2000 LBS•/ACRE 4000 LBS./ACRE JRS
~ocaolz-a~'°zm c4i3m ~oov~iu~i DROP INLET PROTECTION 5 OR #57 DITCH LINES IMMEDIATELY BELOW DISTURBED A DRAWN BY
°z ASHED STONE AREAS. - N M • j 2 MAX. AT 2. HEIGHT AND WIDTH DETERMINED BY EXISTING
STD. # 40.32 'a~~ CENTER i TOPOGRAPHY. _ 3. KEY RIP RAP INTO THE DAM FOR STABILIZATION. PERMANENT SEEDING DESIGNED BY JRS FERTILIZER
CLASS B RIP-RAP [ DATE TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE STRAW MULCH CHECKED BY JLL
A MAINTENANCE AUG. 20 -OCT. 25 BLEND OF 50% KY-31 250 LBS./ACRE 1000 LBS•/ACRE 4000 LBS./ACRE 4000 LBS,/ACRE DATE JULY 2009 FEB. 1 -MAR. 31 TALL FESCUE AND 50%
" MINI 1'S' F 9 MU INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND MIN. MIXTURE OF TOW OR
AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT MORE TURF-TYPE TITLE
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS FILTER FAB OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. RIC TALL FESCUE
4 TO 6' * OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.
CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION PLAN VIEW ~Da ASMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBS/ACRE.
OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN °
SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL. • QUANITIY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST,
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO FILTER FABRIC 2. PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL #57 WASHED STONE 2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE CROSS-SECTION VIEW 3• NONE 3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION• NO BARE GROUND
FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED, THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE PROJECT NO. 50020200
AS A UNIFORM COVERAGE IS EXPECTED.
4. 4. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC
TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS.
TYPICAL CHECK DAM DETAIL STEP SEQUENCE Fk~s/N~ 5 5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR
z:: . FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.
(TEMPORARY) S~~pF
6. 6. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR
N.T.S. WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS. SHEET NO. 18 OF 18