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~ Sg ,ItJIJA H. TODD ~ 34 ~ ~ R-12 ZONING +t , ~ s~ pis NF TOWN OF WENDELL
/ ~ ® \ ~ ~ CURRENT USE: VACANT / ~ ~ ~ RA ZONING CURRENT USE: VACANT
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CURRENT USE: VACANT ez ~ ~ ~ ~ 0 ~ / ~ ~ I
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IMPACT

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NOTE: The existing utilities shown are represen- 64 `v N
tative only and are based on information BUS. ly~.N ~ OF~~ V)
supplied by the respective utility owners and on field observation. The CONTRACTOR (PACTS
is fully responsible for notifying all utility owners in accordance with NC ~G~ e< ~o j~ ~~EL
General Statute - Chapter 87, Article 8, I XT NSION SY TEM TON E E S R OLL C S C The Under round Dama a Prevention Act.
M The Cit of Rale' consents to the connection and extension of the 3 Y ~ The CONTRACTOR is solely responsible for City s public sewer system as shown on this plan. The material and ^REAM: 21 LIN. FT. o ~ 0
the protection of existing utilities Construction methods used for this project shall conform to the during the construction of the PROJECT. standards and specificatwns of the City s Pubhc Utilities Handbook. "REAM BUFFER: RAIIWgY
Ail potential conflicts shall be located sufficiently in advance to allow for 1
City of Raleigh adjustments to avoid interference between Public Utilities Deportment Permit ~ the existing and proposed utilities. )N E 1: 1276 SQ. FT. {0.029 AC.) ~ ~ ~
0 Ss ENERGY ~ ~~~'F-
~ Authorization to Construct x m )NE 2: 83~ SQ. FT. (0.019 AC.) ~ 100 PR~~RE ~ASEM~Nj r P~~R~1NE ~
Dote G ~ 0
~m • ! ~z 1 ~i ~ 70 ~ ~ ! ! =m ~ wow
~i~ 1 , o i , 1 POOLE R .
SR 1007 0
~;N; O =o Z~~,m o " N ~ ~ B P.RO CT
x A oP~, Z , m ~ OCATI I1T
~ ~ i MbN. ~ m , ~ ~ EARN g~ ~ R /W ~ w
~ D ~ ~ m i fir` ~ i _ ,~+00 7+00 1 MbN. Y e+oo ~ a - - _
~ o ~ . SEWER~_.
Ex_uircH - RLW- c,+ 2357
REMOVE RESTORE The Construction Contractor res onsible for the extension of water, tEMOVE & REPLACE EX. 15" RCP ~ rn ~ R~`?'~_-~'~ e•3~'4s' 2ESTORE EX. DRIVEWAY & ~ ~ ~ ~
P REPLACE sewer, and or reuse, as a roved m these plans, is responsible for PP 2EPLACE GRAVEL AS NECESSARY ~ 2+~ , ~ PP p ~ 1 , ~ 94~9~' - VICINITY MA 1 MAP
contactin the ' ' ' r m n at 919 857-4540 ubblc Utllltles De a t e t P .1
at least twent four hours riot to be inning any of their construction. ..Y P 9
Failure to notif the Public Utilities De t. in advance of be innin Y P 9 9 _-±°°.~;2•~sA" S~~R E 15 R P ~ ~~G RIDGE • XIST E 1 , P 0 0 L E R 0 A D ~ 2° WATERLINE EXTENSION
R W construction, will result m the issuance of monetary fines, and require ~ - M N. reinstallation of an water or sewer facilities not ins ected as a result ~SR 1007 SEE SHEET 4 OF 11 OF FOXBOROUGH CROSSING/ 3SING/
Y P ~8'~, of this notihcation failure. cr+..°.. D\P w/~ i ~l i ~ IRON CREST SUBDIVISION PLANS
NCH ~ EX. PR~PpSEp 12~ ; 1 ~ ~ -
S c II f r Ins ection Install a Downstream Plu have 0 Pollute to a o ~ P P 9 0 R P o ,S• S Permitted Plans on the Jobsite, or an other Violation of Cit of ~ 1 ~ ~ ~ /
Y Y ~ 12 - X• E Ralei h Standards will result in a Fme and Possible Exclusion from EX. FH ~ 9 o ~ r ~ ~ o \ } EX _DITCH_ _ o .E..-.. _.._.._...L._.. \
future work in the Cit of Ralei h. ~ Y 9 - o ( /
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EX• - •M ~x - ~ y._... ~ . \ i ~~iat~?~i~s~~a~ti~~tt~~a~ \ ~ilM~s~~tlNi!
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1 y , ; 89 FOXBOROUGH CROSSI ~ ~ SUBDIVISION SEWER OUTFACE 'A' OSSING
N
" SILT FENCE 1
PIPE INLET PROTECTION • PROPOSED TOWN OF WEI OF WENDELL SEE SHEET 6 OF 11 OF FOXBOROUGH CROSSING/
• c WASTEWATER PUMPING ROCK CHECK DAM • MPING ST N ~c1 IRON CREST SUBDIVISION PLANS
• UNDER CONSTRUCTIO • • CTIO
NOTES:
• • 1) 12° SAN. SEWER CONNECTOR IS TO BE CONSTRUCTED WITH C
FOXBOROUGH CROSSING/ IRON CREST SUBDIVISIONS. SEE W
SHEET 6 OF 11 FOR OUTFACE 'A' CONTINUATION.
2) ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH
CITY OF RALEIGH STANDARDS & SPECIFICATIONS.
3) ALL APPLICABLE ENVIRONMENTAL PERMITS MUST BE SECURED
P ~ A f~ GRAPHIC SCALE o ~ ~ BEFORE ANY PIPE INSTALLATION WITHIN THE NEUSE RIVER BUFFER AREA.
PREL lMlN~l R qRY
DO NOT L/SE FOR COIVSTRU TERTIG T MAN OLE C VER STRUCTION " LLJ
SCALE 1 " = 50' (IN FEET )
1 inch = 50 ft.
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270 PRO IlE ~ ENTERLI E M.H. TO H VE SE LED 270 V) ~ U ~
ii W NT STA K TO LEV.= 66.50' C/-) Lij
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NOTE:
The existing utilities shown are represen- tative only and are based on information
supplied by the respective utility owners and on field observation. The CONTRACTOR The Construction Contractor res onsible for the extension of water P ~ WAT E DIST RIBUTION XT I E N N SO TENSION SYSTEM
is fully responsible for notifying all utility owners in accordance with NC ALL APPLICABLE ENVIRONMENTAL PERMITS MUST BE SECURED IMPACTS sewer, and or reuse, as a roved in these Ions, is res onsible for . PP P P The City of Raleigh consents to the connection and contactin the Public Utilities De artm n at 919 857-4540 et section and extension of the
General Statute - Chapter 87, Article 8, The Underground Damage Prevention Act. BEFORE ANY PIPE INSTALLATION WITHIN THE NEUSE RIVER BUFFER A The CONTRACTOR is solely responsible for iFFER AREA. p City s public water system as shown on this plan. at least tweet four hours riot to be innin an of their construction. Construction methods used for this project shall ca P 9 9 Y :his plan. The material and ct shall conform to the
standards and specifications of the Cit 's Public Util Y Public Utilities Handbook.
the protection of existing utilities during the construction of the PRO.~CT. M STREAM: 21 LIN. FT. NOTE: DISTURBED AREA TO BE 5' EACH SIDE Failure to notif the Public Utilities De t. in advance of be innin Y P 9 9 City of Raleigh construction, will result in the issuance of monetar fines, and re uire Public Utilities Department Permit ~
All potentiol conflicts sholl be located 3 sufficiently in advance to allow for Y q reinstollation of on water or sewer facilities not ins ected as a result Y P
ad~stments to ovoid intertere~ce between STREAM BUFFER. (10' TOTAL WIDTH) ALONG 12" WATERLINE CONSTRUCTION CORRIDOR UNLESS OTHERWISE NOTED. of this notification failure. Authorization to Construct
the existing and proposed utilities. ZONE 1: 1276 SQ. FT. (0.029 AC.) FallUre to call for Ins ection Install a Downstream Plu have P ~ 9~ Date
,t, ~ Permitted Plans on the Jobsite, or an other Violation of Cit of Y Y
o ~ ZONE 2: 834 SQ. FT. (0.019 AC.) Raleigh Standards will result in a Fine and Possible Exclusion from future work in the Cit of Ralei h. Y 9
"j ~ J~~
~~P~~
~J HYDRANT W 6 GATE
12" D.I. WATERLINE - ' \ VALVE AND BOX
N OPEN-CUT INSTALLATION ~ 1 LENGTH 12" DIP W/ ANCHO 12"x6" TEE W/ HYDRANT W/ 6" GATE GATE » HYDRANT W 6 GATE
~1 RING & THRUST COLLAR THRUST BIOCi< VALVE AND BOX VALVE AND BOX
ir+~ \ 12" GATE VALVE THRUSTTBLOCK W m 12 x6 TEE W .OC x
1 LENGTH 12" DIP W/ ANCHO . ~ R'~ ~ ~ ~$N ~ ~ RING & THRUST COLLAR ~ ~ `~~1 ~ ~Z~ m~~ Z;~~ \ o AND BOX o THRUST BLOC RO DWAY WI ~ m ° " SE SH T. N o r „ )WAY WIDENING SH T. No. 3
~ Z~ z~ - ~ ~ ~ \ N ~ q1. EX. R W R ~ s+oo _ io+o~------- try----- _ oN. v 12 GATE VALVE o S.R. 1007 RELOCATE EX. 15 RCP ~ 0
OPEN-CUT GRAVEL DRIVE ~ 6+~ -~w~- ~ - ~ +oo ~s+oo - ~o ---Y is+oo is+oo n+oo ts+oo _ - - 12 DIP WAfi~RLINE-- AND BOX ~ v ~ , TO NEW DITCHLINE - ~ +oo t ~ 5 MIN. REPAIR DRIVEWAY _ _ _ _ _ 20+00 + - _ _ z~+oo +oo z3+oo ~ LO
REPAIR & REPLENISH GRAVEL ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z4+ zs+oo zs+oo z~+oo z$ oo ~ X. RLW - - N t~ 00 N LO
12" D.I. GRAVITY SEWER ~ ; ~ ` ~ EX. EX. EOP ` Q
SEE SHT. 1 OF 1 ~ G ~ R~pG 12" SAN. SEWER CONNECTOR E7C~S'~ IGRIDGE ~c~._..-.._.--.-- _ ~ 0 to ~ O U) Z
REMOVE EX. BLOW-OFF I I 71~ ' I- -vl EX. R • W W
ASSY. & EXTEND 12" DIP ~ 1 ~ _ - _ - --I--- ---{-f- ~ _ r - Z - - /W DEDICATION ~ Z = 71 U)
WATERLINE AS SHOWN 3} ~ ~ ~ ~2'°° ~1 fi - - - - I I ~ s~ v~c~r~mE - - - I eu~ W I I = W 3 I I = w
1~(ONf~ ~ ~ ~y ~t~`- ~-r o ~ 3/4" WATER SERVICE II U I . . I li fU- U)
~ ~ \ \ & METER (TYP.) • I I I ® 4 I~ I I I I ® ? ~ ~ ~ 72 4 I. ~ Q
i~ ~ ~ INSTALLED BY BORE & JACK I I I I y ® r ~ ® 1 I I I ~ I r - _ 1
~ _ WATERLINE ~ , \ PER NCDOT SPECS. \ •1 i 0
EX 12 W~ . ~ - ~ 3'~ / ~ i ~ I , - ~~;'a cn
~ I ~ ~ ~ I cn
~_-~'---'~~~II I ~ ~ ~ \ ~ ~ ~ 71 I I 1 ~ ~z.,. 1 I I ~ I Q
~~y SEWERLINE I t, N ~ ~ t ~ 1 ~ v I~ ~ m m n
` POOR Z EX• ~PS~N~EN \ ~ ~ a I I / C~ ~proo ~ / III ? . ~ ~ Z
\ 0 ~ I I ~ ~ J~ ~ W J U F-- Q W Q U Ct: S
• \N LOT No. 88 k No. 89 \ \g TO HAVE A HARED DRIVEWAY / u~~ ~ I Y 3: ~ f'Rib "YySa, I/ © CIO D U
• • \ / ~ / a E s~^ :w / o ~ ,f.. ~ ~ sl 9
LOT No. 86 & No. 87 cn
SEWER OUTFALI ~A~ TO HAVE A SHARED DRIVEWAY
PROPOSED TOWN OF WENDELL WASTEWATER PUMPING STATION (SEE SHEET No. 6)
UNDER CONSTRUCTION
NOTE: MIN. FIN. FLOOR ELEVATIONS TO BE
3~ ABOVE THE FEMA 100-YEAR
BASE FLOOD ELEVATION
-71
FOXBO CD
W
(SEE PLANS F 'CANS FOR FOXBOROUGH CROSSING, INC.)
~ SILT FENCE JCE
GRAPHIC SCALE ~ PIPE INLET PR0 _ET PROTECTION
~ A goo p so too 20o c~ ROCK CHECK D SCALE 1 " = 100 (~N FEET ) HECK DAM
-
PREL lMllV~1 R ~ L,LJ
DO NOT USE FOR CONSTRUCTION
1 inch = 100 ft.
320 320
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TER QUALITY 0.?PYO MMWA1FR ryWC7H
310 310 > z z
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300 W 300 Q x
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280 J 280 ~ CD z ~
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260 \ ~ , 1 ~ > 260 Q n"O, U ~ G-
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250 250 ~ C) ~ Q
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240 - 240 CD
- - Sheet No.
230 LL 230 ~
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1
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+ 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 )0 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 +50 of