20020268 Ver 1_MAPS_20020108

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1 'i / ~ \ ~ / ~ 1 HOLTS LAKE
1 J ~ APPROXIMATE LOCATION ~ ~ ~ J~ ~ 1 ~ - _
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of 1 / ~ ,
QP p~ / i ~ / ~ $ TAPPED FLANGE W/ 4 1/2
' ~ l BRASS HYDRANT FITTING (TYP.> / + ~ ~
I i ~ ' ~ \ $ DI 90 BEND
~ ~ ~ FLxFL (TYPJ
~ / _ . ~ ~ 1
1' N ~ ~ ~ 2 IRRIGATIpN SYSTEM SIDE PUMP SIDE
\ 1 i ~ o ~1 o ~ ,
d 1 / i ~ I~TE
BE S ~ A FLEXIBALE HpSE SHALL
\ ~ ~ ~ PROVIDED WITH ENDS THAT FIT THE 4 V2' BRASS HYDRANT FITTINGS. ~ ~ ~
~ 1 ALL FITTINGS & HpSE SHALL BE RATED
~ ` ~ 250 PSI (MIN:)
~ ~ ~ N ~ - - i - _ ~
_ / \
N 1'c ~~-43-E~ 396,31 Sg5°1210 5 - N 8 DIP ~ - ~ ~ ~ REMOVE A SECTIpW
" ~ ~ FLxFL pF EXISTING 3
2 EXISTING B' GATE VALVE (TYP,) g~ PIPE 8' GATE VALVE
~ DI 90' BEND n ~ O 8' DIP SLEEVE FLxFL (TYP,) 3
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~ ~ APPROXIMATE L~CATI~N
~ ~ ~ 14 3 I " ~F PR~P~SED 16
' WETLANDS 25 REUSE MAIN
6 ~ 6' ~ 25' ` 6'
3"
~ 3` 3 ~ 3
\ EN oF` ! 3 ~ XIS P?TABLE ~~+'[~ELL T? 1 3' lo• P O NVERTED TD N6AI~~TABLE ~ ~
2" ABANDONED SPRINKLE s ~ i ) SPRINKLER HEAD
\ ~ 3~ 6. 3 V ~1SE RI?R T? C?NNECTIO~ T~ 3, 3 " ~ 3 GV
0' \ TWE RUSE SYSTEM. GATE VALVE VE
WETLANDS " ~ VALVE & QUICK COUPLER
3 GREENS VALVE & ~ ~ ~ ~
GV ~ ~ 5,1 ~ 750 1 Q TORO SPRINKLER [NKLER 750 F.C. (754-06-588) 86' RADIUS
\ ~ ~ ~ 1
~ ~ 8' ~ 2. f \ 3 ~ PGN ~ TORO SPRINKLER 780 D INKLER 780 P.C. (785-06-868) 78' RADIUS
~ ~ s
Q TORO SPRINKLER 780 ,INKLER 780 P.C. (785-06-868) 78' RADIUS
\
\ TORO SPRINKLER 750 0 " INKLER 750 F.C. (754-06-528) 60' RADIUS
~ INKLER 780 P.C. (785-06-828) 64' RADIUS
\ / / " ~ ~ TORO SPRINKLER 780 3 " ~ 3
~ rJ 3" DONED 3 ~ PROPOSED SIGN LOCA' SIGN LOCATION
~
LINE TABLE ~ R NLET ~ 3" 3" ~ p A UNDAI
LINE LENGTH BEARING ~ ~ ~ WETLAND BO so 3" V 4ND BOUNDARIES
L1 31.05 N02.23'27'W
"G ~
L2 74.63 S19'll'49'W ~ POND BOUNDARIES 4 POND o BOUNDARIES
~a iis.9o Ne2•as~i2•w ~ 4. 3~ 3 '9Z 3, 3'
L4 110.00 N25'29'S7'E _ 3" P \ ~ , 6 ~ ~
LS 50.00 N69'00'00'W \ ~ _ 7 ~ 0 FFER ZON " ~ 1, ~s Bu 3 ~ BUFFER ZONE
L6 85.97 S89'22'S6'W 6 2
U 77.16 N18'07'S2'W " ~ \ V
LB 164.63 S26.27'S2'W 3'O " ~
L9 50.00 N69'00'00'W \ \ 3. 3~
L10 59.97 N69'00'00'W ~
111 151.91 N69'00'00'W 1 ~ N 3" \ ~ 1 6
N 3~ 3 "
\ N61° 4'44°W ~ o - ~
~ 1 RECOMMENDED SIGN DETAIL
94 7 , ~o 30 84 0 7,0 ~
~ 4 ~
4' POND v I u ATTE3cnm
~ _ s=
N , cv _ ~ o ~ \ " I THIS GOLF COURSL' IS IRRI04Th'D fl]'Tff
~ E I ~ / NON-,POT.4BLL' )MrLAlflL'D
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4 _ 29 ,SN
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ABANDONED J " ~ N o ~ _ O \ ~ ~ ~ 00
DROP INLET J ~ 1 \ Q, Q~ r ~
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" ~ J 4' ~ I 1 ~ N 0
I ~ PpND 6 \ L11 L10 L _ ~
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5 P DI " G i o ~ NON PBiABtE~ N4 es' 4j ~ ~ G V ' , , ) ~ c/>
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~ -~l? N ~L V - GN / / ~
2 ,5 0 o- ~ 2 5 >0,52 2
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" ~ a W " ~ " > 3 0 0 3 5 4 ~3~ p3 - - ° / PRACTICE/
5 ~ ~ N 1 ~ ~ ` ~w SI6K! GREEN ~
P ~ ' ,--~--J \ 39418 ~ 15 ~ - v ~ , j
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3 _ a ~ = RES N59°40'59"W 8? - ~
" 3 TOTAL GOLF COURSE AREA 142,81 AC 3 N /
' ~ IRRIGATED AREA = 96 ACRES IRRIGATION PUMPS 634,4$ ~3
~s
~ f " ; THE T~POGRAPHiC iNFlIRMATION I1N THIS PLAN IS TAKEN FRAM 3 & PRESSURE TANK
~ ~ T N CUUNTY GIS WEB SITE. THIS INFORMATIGN HAS THE JOHNS 0 ~ ~ NOT BEEN FIELD VERIFIED,
~ N GRAPHIC SCALE PR?P~SED DUAL STAND PIPE
END ~F ~ ND BOUNDARY SURVEY HAS BEEN DONE AT THIS TIME, WITH FLEXIBLE CONNECTION
,59~ ~ TO BE CONSTRUCTED PRIOR
621 . c ~ "W ~ REFERENCE T? C?NNECTION T? THE REUSE
53 49 _ ENGINEERS PA N7O _ _ PLAT BY RAGSDALE , (w Pear) SYSTEM-SEE DETAIL
DATED- 10-16-80 i mcn = ioo n.
N SCALE SHEET NO.
DATES DECEMBER 2001 ER 2001 HORIZONTAL:
,:ee:c:a~ , RLM ,:,ee e`~e~ DESIGNED
110462 1"=100' cl
a fc c~~ ; c SJR o;~~ q s DRAWN J p E COUNTRY CLUB IRRIGATION SYSTEM SW PR~J, # B010462
~'~w VERTICAL;
~ P 0 •1 ~ ? r5s3 4 RLM URVEYING AND Zo1 GLEN Roa • ~ , ° y ~,/y/ CHECKED S GLEN ROAD OF JOHNSTON COUNTY AS-BUILT DWG FILE # N/A
r • n v `w I ~ r ` : GARNER, N.C. oa. ~Frb.. NGINEERING INC. . 'NER, N.C. 27529 1 OF,.
~~{{yy r b e , N E C. l'..A P 114 gF u ° oaorso°° ~ tEt 919-773-018: -773-0183
E ~p R L M ~ Z-13-oZ '`~F. j' ~tA ties` PROJ. ENG. -773-0148 (FAX)
r w rhe~~5 lea 2-9-oZ ~+r ~ _ DATE 919-773-014f 1 ~e D /GG L e,oM ee.ee,lee Z-t3-o2 os-~9~
? REV,N~. DESCRIPTIONS DATE SURVEYING ENGINEERING LAND DEVELOPMENT PMENT
4 REVISIONS W