20020472 Ver 1_MAPS_20020328

I
J ' I III 1 I - - R = ~ DITCH I - " O O O 2.69 O O O O O +28.55 O - O OI 800 0 ~ c l 1 1 1 111 1 ~ 9-- o +2ess ~ o--Sl~'12'S6"E~i38.330'-~,-------±'--------ol--- _ ' -30- _+3a3a_ _ _ _ _ _ _ - -~rl 0 60 E5
E +n-- ------------0-----28----------'D------------- O - ~I 29-----0-- rn wl a 1111111.. 8.61x- __-----~r~-----2s----------- o co n --mF--------------~ ~ Sl2 yl Z - { I - 111 It ' 28 b6_ 1 28------- ----d----28-----------~--------- Z Z ---------d------- - - - ---29-~-i--------------- G - L-___-- --Ih3:2 ---3a-----r---_- - _29.84 ,1
95.1b2_Z-- ~ ---Z - t INV I~~a ~ _z 56----Si-7'0935"E- ++v.7 _ zest _ - - - -
18 RCP I -r---- , I I it 2 6 1 _~_DRAINAGEEASEMENT_ 1 I I I °n - / ~ I 1 ~ I DRAINAGE EASEMENT
' EDGE OF EXISTING PAVEMENT - ' 1 I 1 ~ , , ~ } 2 4 - _ _ ' I ----1~------------ i ---1-----=-- t - / I 30 30.52
, IS LIMIT OF CONSTRUCTION - ~ I III w ~ - t + 4 1 ~ ~ 111 13` I ~ i~~ ~ ~ l + 4 - - r"~'l~ ~h,.~+ 29.85 t , f " + 30.51 k ~`'v`{ t - I 1
- III l i ~ I - ~ ` III _ ~ X X 1 % X--=~-X X X I X X- L ~ t l z x x x--1-I-x x x x~ ~ lc I x X x
I 1 1 1 1 ~~--X ~ 1 ~ ' I 25.8 II ~ ~ I PROPOSED BY WTP, CN7 ' ~ ~ , - II I I I I PROPOSED BY WfP, CN 7 I l - PROPERTY LINE IS I
I ..250 - I 1D0' - 25.5 ~ I I W6~DS TEMPORARY SEDIMENT FENCE pROPERTY LINE IS I ' I PROPOSED BY W1P, CN 7 ° 1 EA B" 90' BEND, DI, MJ I 1 12" DIP, CLASS 350, BOLTLESS M NJ1}i CRIP RINCS - I LIMIT OF CONSTRUC710N PROPOSED BY WTP, CN1 Q
t I I L - 1 LIMIT OF CONSTRUCTION 1 I T 200'1 - 24.9 FLOW 1 1 , \ k PROPOSED BY WTP, CN7 I I I RESTRAINED JOINT RAW WATER NNE ~ I TEMPORARY SEDIMENT FENCE I ~ ESQ I 1 PROPOSED BY WTP, CN 7 1 00
I 1 ~ I 1 t - RIP-RAP/GRAVEL FILTER CHECK DAM I 1 I 1 - ~ 1 I fM 1 EA 12' 90' BEND, DI, MJ W1 iH GRIP RINGS I 1 I\
I I - y 1 . t I I _ -1 ' I PROPOSED BY WDC, CN20 I 1 ' P - - , J - x - _29_ , " 1 1 ~ fM I PROPO`,EED BY WTP CN7 I PROPOSED BY WTP, CN7 1 ~ I 1 B" PVC, SDR 21, 200 PSI WTP FORCE MAIN B' CHAIN LINK FENCE k ~ I Z
12" PVC, SDR 21, 200 PSI WATER LINE 1 I - - - ` - I _ 1 1 1 3 ~ I 1 j I I ' 1 PROPOSED BY WTP, CN7 ~ 1 W I 1 ~ ~ O / ~ R I I >
I - 1 1 \ PROPOSED BY NIDC, CN20 -1' B' CHAIN LINK FENCE ` I PROPOSED BY WTP, CN7 ' I ` 1 1 30' 8" PVC, SDR 21, 200 PSI WTP FORCE MAIN 1 _ 1 ` I ~ 1 PROPOSEL BY WTP, CN 7 rn W I W 1 12" DIP, CLASS 350, BOLTLESS ~ ~
REGRADE EXISTING SIDE DITCH FROM - I Icv 1 ~ I 1 EASTERN PROPERTY LINE TO NC33. ' 1 fM ~ p RESTRAINE;O JOINT RAW WATER LINE - ~ 1 RW ~ I 4 ~ I ~ ~ v1
INVERT AT EASTERN PROPERTY LINE = 25.50 _ I I 1 I +29.63 ` I I GRADE TO INVERT SLOPE OF 0.30% ~ it I - ~ PROPOSED BY WTP, CN 7 PROPOSED BY WTP, CN7 E>1' !I fM I ~ t w ~ k
t SIDESLOPE NEXT TO SITE = 3:1 1 I 1 i +29.48 - I 12" DIP, CLASS 350, BOLTLESS 8" PVC, SDR 21, 200 PSI WTP FORCE MAIN ~ \ ~ SIDESLOPE NEXT TO ROAD = 1.5:1 MAX. 1 h I I q l p I x RESTRAINED JOINT RAW WATER LINE I , I I I - , ' k I w 1.zB ~
f I f PROPOSED BY WTP, CN7 +30.96, ~ I 1 '~30. 3 6" CHIP, CLASS 350, BOLILESS I ~hSQ F
E65~ k ~ ~ I I z - PROPOSED BY WDC CN 0 I fM RW 29 f PROPOSED BY WDC CN 20 t a 1 ~ ~ 1 EA 12" GATE VALVE & BOX, MJ W1TH GRIP RINGS I ~ L F#1 \ ? f RW t+29.72 / RESTRAINED J TNT RAW WATER LINE 1-' PROPOSED BY WTP, CN7 o_ r 1 4 _ _ , - 8' CHAIN LINK FEIJCE ~ r / ~ 1 -____-31-- 1 - m
I 12" PVC, SDR 21, 200 PSI RAW WATER LINE I ~ t 1 - ~ z 1 EA 12" PLUG, DI (TEMPORARY) ~50~ +~3Q.03 ~ \ W I +29.85 y 1 ~ ~ ~ 1 _ I IJ , ~ f I 31 - ~ 7 - PROPERTY LINE IS °
I 9.5Q1 1,~2 F2. 7 I +29.70 1 ~ i FIF ~ W~ , I ~ 1 ~ I i ~ 1 a PROPOSED BY WTP, CN 7 , _ _ _ I - PROPOSED BY WTP, CN ~ 32 I 10' 1 EA 6" GATE VALVE & BOX, MJ WI1H GRIP RINCS - k LIMIT OF CONSTRUCTION ~ 1 2 EA 12" GATE VALVE & BOk, MJ WITH GRIP RINCS - k 1
PROPOSED BY WDC, CN20 ~ z 1 EA MANUAL AIR BLEED i EM I ~ RW , ~ 1 1 EA 8' 90' BEND, DI, MJ W1TH GRIP RINGS ' , , CN20 CN__7_=_x 1 ~ ' • I P 1 A " X ' EE DI MJ 1NTFI GRIP RINCS w ~ ~ E 12 6 T a
1 EA 8" PLUG, DI (TEMPORARY) W ~ 1 - 3 3 1 I PROPOSED BY WTP, CN 7 I / 1 fy 1 EA 12" k 12" TEE, DI, MJ WITH GRIP RINGS BENNY L. DAtnS, JR. ° - / O ~ A ' 1 EA FIRE HYDRANT, 4 1/2" 1 1033 - 459
I - ~ I ~ ~ B 1 EA 8" 11 1/4 BEND, DI, ~ I W ~ ' • 1'.;, • ' - I MJ W1TH GRIP RINGS 1 ' 1 ~m -
~ , F ~ i , _ PROPOSED BY WDC, CN 20 1 M FM , RW 1 ~ ASPHALT PAVEMENT ~ 29.6 1 I FTd ~ I 1 ~ I QN A PROPOSED BY WTP, CN 7 Z
3 1 EA 12" GATE VALVE k BOX, MJ WITH GRIP RINGS N 0 CN_7 , ~ ~ W I ~ E~~~) " 1 it K ONCRETE SPLASH PAD ~ I ~ E~ ~ ~ W1TFI 20 SY CLASSCI RIP RAP ~ t
1 EA 12" X 12 TEE, DI, MJ W1TH GRIP RINGS ~ I I , , ~ , . E600, ' 1 EA 12" PLUG, MJ WTH GRIP RINGS I 1 I - ~ ~ W 1 ....'4'. .1.......'.'.'....;..'.', ,t. . ~ Ai1J pW WAT ~MM , ' DR O 1 I k E4Q~
" 30 LF 24" DRYBORE WITH 24" STEEL CASING, MIN 11{ICKNESS 0.250 J R -~--"-RW---_,_~ ~ t~ 1 . , I o • ' , , , . . AND 12" DIP, CLASS 350, BOLiLESS RESTRANED JOINT RAW 4YATER LINE ~ it - J •30 ~ PROPOSED BY WTp CN7 1 • • ~ • ' ' ' ' ' 1 PROPOSED 8Y WTP, CN7 I ~ O ~ PROPOSED BY W1P, CN 7 TEMFCIRARY SEDIMENT FENCE ~ _ ~ °
o _ 1 EA 12" 11 1/4' BEND, DI, , o~ I ~ f - Iz` OiP, cLASS135n, BoLn-ESS ~ , i3 ~ i t RESTRAINED JOIIJT RAW WATER LINE o • t ~ i _ ~ 31.50 ` M N
' ~ M I ~ I ~ R-30 I MJ WITH GRIP RINGS I. i NQTF: ~ ? 2" WATF I R=25' ~ • W i YARD i PROPOSED BY ATP, CN7 ~ m ~ ~ ~ I~ 1 - ~ H'NRANT 1" PVC 1 B' CHAIIJ urlN FBICE 119 , ~ ~ ~ ~ w °1 ~
CONTRACTOR WHO INSTALLED PIPE 1 ~ 1 I 1 CN7 ' METER BOX ' I~ LAST SHALL REMOVE TEMPORARY 3 I I, ! 'I".. • ~ ' ' " " N I "wPlEA ' lEA... WATER ~ ~ 'O U " ~ n N M WF DIP DRp1N ~ PROPOSED BY WTP, CjN7 - I ~ ~ «1 ~ w n n
PLUG AND MAKE TIE-IN. I ~ oo l'~'.'.' I .1 ~ m r 5 t v; " p. pERAiED I PROPOSED BY WDC, CN 20 I o4~ ~ ASPHALT ~ 2 t6 ~V1 ' ' F I 1 EA 8" X 6" REDUCER, DI, MJ WITH GRIP RINGS 94 rp W ~ 'F " 6' NM t O ter.-~-S67'01~09'W w J p ~ x U o rn M 3; z 5' 1 EA 8" ECCENTRIC P4UG VALVE WITH GEAR OPERATOR, I m Z
1 EA 2" WATER SERVICE I o A o, ' ' ' ~ '.'4'.'.',PAVEMENT ~ 32 I • _ 4 I PVT. . 1 d o ~o. ° o o~ o p° o o q . • • 9j ~ I ~ 33 MJ WITH G$IP PokfGS AND BOX X 7.7~0~ 1 ~ _ ~ m a rn m N 1 ' 3Q ~ t A 1 EA~.JANHOLE W1TH 1" COMBINATION AIR VALVE 3m.0g ~ Z `p
' °o g o°b b°oqo°o°b°obo°o 26' WiDE Y - .'.'k' ' 1doV U ooo °°qoo,°ooo°b.°o°o ...DOUBLE LEAF GAIE~••~..'..'." • F 1 Ar.PV 0 • • . • rr f ur 0 m ~ - ~ I'PVC X I Q Q m •d • I , w WATER ~ I 120 I K W a a t E
` PROPOSED BY WTP, CN7 0° doP °o°noo°o°a°o°°° C' , . " ~ TEMPORARY GRAVEL I ~ i(vod o ° n o _ - ' I \ ~ . .'.'.j•'~•.'..'. bti ~ 1.37 X U m m o a N I f 31.97 0 ~ o Om~
" CONSTRUC110N ENTRANCE/EXIT 3 I ' ° 4 Lf.','. ~ I f~ I ~ " ' 550 , I I ~ .I .L'I', - 1 , l 0.56...,.1'. r+31.o1 ~ - I I ' 122.221 E_35 ~ ~ ~ x 'W _ 0 0.56.'.'.1', ' ' ~ PROPERTY I INE IS C 5 ~
~ t f I .I - ~ +3125 11. Ii I ~ II +30.39 f - ~ 51 ' ~ INV=28.54 . ~ YP ,0 EWp1ER i id2A 1 2 I IMIT OF CONSTRUCTION - - j'..: 1kt r I,CRE~ WA4K HypRANt Wf~ENYFIOWt 1 y . 8 - ~ IL
, 55 ' 30 o' 1 r ~ ~ ~ 1 PROPOSED BY WTP, CN7 ,r I{ 30.05E ~ I Z . ' T . 0 I E GSA PROPOSED BY WfP, CN7 p 50% METEa1N I 1 EA 12' 22 12' BEIJD DI MJ WITH CRIP RINGS " APT I 121 / Q
68 LF 18" RCP, GLASS III I f I " ~ ~ ~ I 2 EA 18" RCP FLARED END SECTIONS 1 R=30' I ~ - r ~ 15 1 Z y. 2~- I N ~b 1
INV(E)=25.93 1 ~ ^ I I I _ I 4" PVO ....W ST~ , , INV(W)=26.13 - r 1 ~ ~ Jar . ' ~ g'. T)1P o~ o r E~ , NC GRID ~ WALTER LEE CRATCH Q ~ . .1. r ~.EWpT 3 k t`10RTFj GENE COLLINS I 850 344 ~
_ - I 1I x - - ~ -1- r I a 1 ® ENT • . ^i AS NK ~ - ~ I 1001 - 465 ( PC-C,- S 337 ~ W GTP ~ ~ ~
1 _ k I f ` AREA S r 1 TFtEATM o -R- _ I p1R ~ I r'.
~ I 30' ASPHALT WIDTH ~ ' ~ dNRE REP ~ , ~ I ; P~N~ I ` ~ a ~ ' N ~ f l AT R/W TAPERINI AT ' F " SON r I ~ 33.00 C.O:.',''v ~ . g :!a ~ INV=28.70 1 ~ I \ _ I W ~ 1 ~ ~ ~ l
" I I f 10:1 TO 20' W1DTli _ IOOOICAiANK FF I \ 4^. ~ x . 00 - I II I I I + SEPi I I . ~ X.'.'.' ~ ~ q ~ ~ N I QQ W m ~ N
4 1 ~ l 80X M I rNi I y r X ,j ~ M L 1 ~ ~ N n
I .'.in ~ ~ -i- - 1 m I ~pR~l't I - ~ ~ ~ z n
` ~ ' 1 ~ ~ I EA 60 lF NES ' S0 ~ I ~ •6 ' ..1 . ~ ~ I - - _z ~ ' ~ P~PNT ~ - 1 ~ r o of N . b 1'. - l -
I PROPOSED BY WDC CN20 ~ I t 1 ~ iRIFICPPON U o ~ • ~ r,~ ..'.'ro ~ ~ 12" PVC, SDR 21, 200 PSI WATER LINE t N ~ z 1 ~ ~ t ~ ~ ~ ~ << - 1 w Q I aZ E°E
~ ' ' ? ' ' Q 2 PROPOSED BY WiP, CN 7 I ~ U ~ ~ n ~ ~
' ~ r ' u I a SEE DETAIL B. SHEET G45 p . , t>?..'.'.',' • n..'.~~ ',Z - 1 ~ ~ U 30.51 ~ h ~ , ~ I @ ~ f - 12" DIP, CLASS 350, BOLTi.ESS I ZI Z ~ m
' l l 1 ~ FOR PARKING LAYOUT DETAIL • • • ~ ~ ~ ~ ' ~ ~ ' ' ` ~ ' ' ' ~ ~ • 'f ' c I 3 I k I - ~ i ~ ~ ' ' ~ ~ I ~ ~ .ASPHALT PAVEMENT.'.'.'....',• ~ . • ,f ~ , iv N ; k I ~ RESTRAINED JOINT RAW WATER LINE O INV=29.00 1 , ~ ~ a dl
"I' • . ] - PROPOSED BY WTP, CN7 1 I ~ • •1..,.•....'.'.'.'......'.';
- 68 LF 18" RCP CLASS III I 1 30' ASPHALT WIDTH ' i • . . ~ n , • " 450 ` 2 EA 18" RCP FLARED END SECTIONS I .'.'.'1 I I R=30 I AT R/W TAPERIiJG AT- ...i.'.'.',' ...:.;.'.'1',.. r'.' 'g, ' ' ' +31.4 ' 1 •R E ~ I, 10:1 TO 20' WIDTH 31 I ."+31,50',',', I 1 I 31.4 1 .'.1.'..
INV(E)=26.34 , - P ' ~ r J ' 1 - .I 31:02'.'.'.' • ' 1 ' ~ INV=29.36 I INV(W)-26.54 i~ R-15' If..., - ' 1 ~ , ~ ~ • ~ id PROPOSED BY W1P, CN7 ZI
I 30.A I 1...'.'.'.', ...ASPHALT PAVEMENT.'.'.',• ~ ~ 1 ~ • . ,'p...', I ~ 8' CHAIN LINK FENCE ' . 0.'.'.' . ,v ~ ~ t
I 3 I Q° o Qa. o ..1. 1. a . ~ ~ ~ t ' ~ ASPHALT t 3 PROPERTY LINE IS
PROPOSED BY WTP, CN7 > o~ 046 0 0 o p a 1........'.'.'.', , . ' ' 1 31 ~ AC TEMPORARY GRAVEL I doo d ob~dao~ooDO°oo o°'' 'A INDER o GE ' ' i•'~' PAVEMENT.'.'. p t LIMIT OF CONSTRUCTION KA v , 1 GENERAL NOTES
I P ,,p Pgo' o b°o.° 4 doo .d ~ . . , ~ • " • ...'1'..' m 1 ~ P CONSTRUCTION ENTRANCE/EXIT h ood ° o° oodoooao°oo°oo • . p...'.'.'.'.' ' 1..',',•,• • , PUIJ I Y ° c q d o ooo°ao°°o°°°ooo ' C ' • .'.I.',.'.'. ASPHALT • t • ' ~ 5SA¶ON IA¶ ~ 0, o V • • 1. See Sheet G3, Detail A -General Construction Notes. ~ ~ J
I - opoao°o 26'W1DE 1 9 _ f o °°b.°doop 1 .PAVEMENT • , . £ ~ I - { I L o o t DOUBLE LEAF GATE ' ' ' - I 1...'.. ~ ~ M ~ ~ - _ ...R~25' E C ~cR=1Q'.•.,..'.'. EI 250 r m ~ > v C WA51 t • . -~1p L U ~E 2. See Sheet f,3, Detail B -Contractors' Sitework Responsiblitles. O li ~ ~ Q t -
`i - c 3 5' " n 4" P J W eY .2". m' ~ ~ ~ ~ - ~ ~
' - ~ r I 1 1 ~ - 1 t... 30 ~a ~ ~ - ~ ELEV. = 30.69 I ~ I J PROPOSED BY ]P, CN7 I , I ~ a ' - N r 4 t N t...'.'. LE'L JE 3 I N . ' " BUTIERFLOX TE~ T ~ 'bpMP ~ ~ I N r m fn
- - 3 f I I ~ RIP-RAP/GRAV~ FILTER CHECK DAM I , ~ " X400 - TBM d 6 =PNT 1D4 , t l R=30' 31 P AI IN ENTERLINE I I I I. A 0 50 " ~?s oniNe I 0 1 K N L C f J I 1 lF ..'j5~ RCP.. SqM StaRncE C 18 VE PNO B fiE~ WA - . N GRADING CONSTRUCTION NOTES r~ ~ m ~0, { VAL W WATER FINS TpS10N ~ 1 ..1-.'.,.. 3 t O U J O Q m ~
I I ` 8 INV=29.24 '0(F gu1tDW° I ~ " A~ VALVE VALE r. IP. C MPS .'.'1'.', , I I 3 d ~ > OpiE 1 1 1 2 PU , 33,50 "r ' t • • • . 30 ~ 1. Prior to beginning site clearing and construction, the OWNER will mark many trees not in O O Uj k" ~ Z O
` I i J 1 ~ I 1 (iyF I t0 pN0 gOX ' INV=29.00 .'..i , - f 1? ~ . ~ 10 AND BOX W'.f ~ Ff ' • I conFlicl wish proposed conslructlon to be preserved. The CONTRACTOR shall erect ~ ~ ~ j a 3 tr
~ EDGE OF EXISTING PAVEMENT r I J 29 W IS LIMIT OF CONSTRUCTION t I fJ k29 k ` ' TER N R=40' 1 ~ temporary guard fencing to prevent marked trees from being harmed by conslructlon _ ~ ~ Q 0. W 1 I~Q. wA• ~ - 1 t' ' actlvilies. Guard fencln shall be erected so as to cam letel encom ass the "dri Ilne° / ~ I O O ~ 0. IN . T R=10' t - ~ OI 9 P Y P P Z r r ~ ~ U O Q
1 J 1 I I 31 I - I f J 30 I ~ I I 1 1 R W I R=' • ~ R-40' I of Ule tree being guarded W d O O - I' ' t ~ k ~ N 00 r r W R-25' - I p. ' ' • ~ t a yl 2. Clear and grub entire site wlthm the Ilrnits of construction except that trees marked by D d 'd' ~
±30.96 J ~ f ~fIJ 11 31 t 1 PROPOSED BY EST, CN4 I I ~ 16 CN1 I -J \ If 1 I 1 t` 10' X 10' X 6' THICK ~ W I ~~t ~ R=10' ~ aQ~.'.' • I the OWTJER shnll be reserved, All other trees, shrubs, bushes, debris, etc. wlthln the / I I C7 r • P
_ r~ J tl J I CONCRETE SPLASH PAD 1 SAN I • W 3? ' I t y Q limits of conslructlon shall be removed and disposed of in accordance with applicable U r r O • e.'..'.' 't t 10' 20 N N I• r , ~ I ~ E ~ Federal, store, and local laws, rules, and regulations. Dlsposol site shall be provided by d r) M r
1 I PROPOSED BY :nP, CN7 AT OVERFLOW PIPE WiIH 1 LNG W - ~ J I I LASS III 20 SY CLASS TRIP-RAP 6~ ' ' .I.. 31 _ I h I I I 24 LF 15'RCPPFlARED END SECTIONS 1 ORES 1 " ' ~ t ' • ~ W • ~ F:,',~ ~ t l _ the CONTRACTOR. Cleoring limits are ten (10) teal outside float fence Imes unless ~ O O d' I . ASPHALT PAVEMENi.;.•.' p,4....' .'t'. ' ' • ' +31. t - shown olherwlse. / O O I N
ELEV. = 31.13 1 h 1 2 EA 15 5 0• o."". W I ' " TBM 4 = P1~T 103 I J I k INV(N)=28.10 PRE"5~~ ~ I 3" t'. " FCN1 I ~ ro - .:.'.o.',' ~ ~ N.'.'.. '~~~1~~~..' ~ ..+31.36'. ~ ~ ~ ~ ~ / Ol 61 fT] r7 ' ' ~ • ' ' ~ o. A.',',' - 1 t - 3. Construction shall be confined to the area wlthln the Ilmli of conslructlon Imes shown on O
- - ~ PK NAIL IN CEIJTERIIiJE ` I INV(S)=28.30 ,1 ~ ~~Gm~~ I W ' it 31,49'. , , ~ E350 1 3 X1.13 J ~ t .i , 1P~~ I IF 31.55 ~ ~ 1131:49'.'•• ~ • ~ • n ~ " ~ , L'.'.', _ ut. R=10' - his heat and within the ri his-ol-wa of ad torn streets and roads Construction R-f0'.',', t s g Y 9 lil lit I rn • , , 1 v R.2 ' - ~ Kt k I PROPOSED BY WTP, CN7 wlthln adbining streets and roads shall be lirnlted to that required to Install proposed W ~ U O rn
I +30.90 ~W.•.... ~ 32 . , ' I ` ' . - +31.16 +31.08 ` ELEVATE ' ~ ; ' ~ • L' • • • R=25' f. ~ 1 tl TEMPORARY SEDIMENT FENCE Improvements under this CONTRACT. O Q Q W ~ 1 ? SEE DETAIL C, I 1 1- Z Z fY O
I o P ~ . , •3z, ' . I 31.115 ~J I I CN4r 4 N ..'I.' R=25' 1 I 0 5 T TANK N0.61 , r - ' . ' ~ . i I SHEET G45 4. Grade, shape, and landscape site to provide positive drainage over the entire site and to U W W M
~ ' J Q ! r PROPOSED BY WTP, CiJ1 I 1 1"~ W CN4 f ~.'.1.'. ~ x' ~ I A rte'.' I FOR PARKING It drain surface water away from buildings and other structures. Slope ground surface ~ ~ J ~ } I LAYOUT DETAIL PROPOSED BY WTP, CN 7 away from buildings and other structures at three (3) percent minimum slope for a - ~ Ii ~ O O II J 4 " P E l(I ' 1 ' 12" DIP, GLASS 350, BOLILESS minimum distance of twenty-five (25) feet in all directions. Existing roadside ditch O F•- Z Z x ~
, TEMPORARY SEDIMENT FENCE F!"' I ~ ~ J N~oo v ~ I r,., / -N - ' ~ ASPHALT PAVEMENT • "r I 32'--"~ 32 SO~Un~ UNI f RESTRAINED JOINT RAW WATER LINE slopes shall be regraded to a maximum slope of 3 to I. Grading shall extend to the J 3 O ~ U C9
PROPOSED BY WDC, CN20 1 ~ NN~ , 1 CENTER POINT'; 1 ~ , y M ~ G'• ~ ~ 12" PVC, SDR 21, 200 PSI WATER LINE 3 ~ J I N760.00 1„••••• t' ~ . • ~ o v I 35 I 1 edge of pavement of adjoining streets and roads. ~ O d ~ W _Z 1 3' k I '7 ~ ~ W
O - ~ ~ I J ~ E270.00 \ I - ~ , .._.1.. A , ~ . I ~ ' ~ i. - i 1.... ~ R=25' m D ' t ~ I 1 5Q 5. Atl roadway and parking areas shall De surfaced with a four (4) inch lhlck layer of p p p f1 p Q Q F- r 1 E~ I I coarse oggreyate base course (NC DOT Type A) and a two (2) Inch thick layer of U U U ~ 0. O (n O
1 ~ ~ ? N , " 4 J J \ 1 ~ 9 .i-ice' . ~ G - ' 1 ` f~~ 1 ~ - ~D.9 it 1U E~ > 2. .~.~I', ~ p1 1 I PROPOSED BY WTP, CN7 asphalt surface course (NC U0T Type I-2). 1 CHLORINE DIFFUSER WOODS 1 I 1 EA 12" 22 1/2' BEND, DI, 6. All disturbed areas shall be seeded and mulched within ten (10) days otter completion
I P y1 , I MJ V/Ii}I CRIP RIIJGS 16" I of grading operations. Entire area within the limits of construction shall be seeded and CN7 I ~ ~ mulched except that areas within the limits of bulldings, structures, pavements, and
N 0 - - 1 l7• ! ~ 4 ~ ' 4w ' • • ± ~ v 0.~ WE N0 61 1.'.......' ~ y. ~ E30 ' i (V J i r 2 1 - ; ~ ~ ,`v - , = 33'75 ~ - 2 1 - k I PROPOSED 8''! WDC, CN20 undisturbed areas with a well estai,lished grass cover shall nct be seeded and mulched.
O / n / - f ~ FF I PROPOSED BY WDG CN20 ~ J 1.-•"••• \I`~ - ~ I I RIN S I l ~ ~ I _ RV! r I - ~ I 3 EA 12" GATE VALVE & 80X, ur shall be all d rlor to be innin conslructlon and shall be ~ Q P 9 9 1 ~ 10 - 1 I MJ WI111 CRIP RINGS 7. Erosion control mess es Inst e
O 1 EA 12" GATE VALVE & BOX, MJ WI TI CRP G I J 3 ~ 4 I Z Q1 W p 1 EA i6" BUTTERFLY VALVE & BOX, MJ WITH GRIP RI GS f J 1 , Q - PROPOSED BY EST CN4 m ' 7 ~ malnialned In continuous operation until the final grass cover Is well established. Erosion Z .J UNp ,r 1 ~ X 1 EA 12" X 12" TEE, DI, control measures shall be removed by the CONTRACTOR after the final grass cover Is W 0 - MJ WIPi GRIP RINGS well established. ~
~ 1 EA 16" X 16" TEE, DI, MJ WITH GRIP RINGS I ~ f J i ~ - - PROPOSED BY WDC, CN20 I 6 EA 16" BUTTERFLY VALVE h BOX, MJ WITH GRIP RINGS m°' , ;..a', ,I.R=25' l,N ~OU(~D ~ 1 EA 16" X 12" REDUCER, DI, MJ WAIT GRIP RINGS U I J ` k 16" DIP, CLASS 350, BOLTLESS i EA 16" 90' BEND DI MJ W1TH GRIP RUJGS Z Q I ~ • • • ' ' ~ • ' ' ~ ~ ' ' ' G I PGE G I GE X t I 1 EA 12" PLUG, OI (TEMPORARY) ~ ~ Q P °J(~~ ~ - 1 I 20 LF B" DIP, CLASS 350, 8. FIII slopes shall be Installed at slopes of 3:1 or flatter. U
3 30 LF 30" DRYBORE MATH 30" STEEL CASING, Z I J k RESTRAINED JOINT WATER LINE 3 EA 16" X 16" TEE, 01, MJ WITH CRIP RINCS ~ v I gTOP ~ MIN. TFIICKNESS D.312" AND 16" DIP, 1 f J 1 1 EA i6" PLUG DI TEMPORARY ' "'t'~'~• . • , TANK W T TANK - QQQ 1 ~ I BOLTIESS RESTRAINED = _
~ CLASS 350, BOLTLESS RESTRAINED C~r^ ~ J J ~ ` ( ) CN4 R=25'.'.',',', • • • • . ' ' ' ~ JOINT WATER LIIJE t I J f PROPOSED BY WDC, CN20 , 1.'.', PROPOSED BY WC CN6 - ~ 23 W 45 Z ~ I JOINf RAW WATER LINE 9. Proposed contour ilnes and spot elevations era 1o finished grade. ~ ~ ~ ~ Q P12~"20 78 ° ' ' E1Q0 Q ~
I i , 1 EA 6" GATE VALVE & BOX, MJ W1TH GRIP RINGS , f I 2 EA 16" BUTTERFLY VALVE & 80X, MJ W'ITH GRIP RINGS PROPOSED BY WC, CN6 32 LL N0. 61 w z M z 0 n 77 o w I - z
PROPOSED BY WDC, CN2D - I J Cly 1 EA 16' X 6" TEE DI MJ WITH GRIP RINGS 1 1 EA 8" 9D' BEND, DI, ~LL HOUSE N0. 61 i6 DIP, CLASS 350, WATER LINE 3 ~ J O CNq 1 EA FIRE HYDRANT, 4 1/2" W MJ W7TH GRIP RINGS ~ I F t I , s pom• JI 10 -1' PIPINU CONSTRUCTION NOTES a PROPOSED BY WTP, CN7 ,1 CT & T 0 J ~I - CC
l f J 1 EA 16" PLUC DI TEMPORARY 1 N6 I 31.71 E - i 0 / - - I f J ( 1 ) PROPOSEDtBY WC, C +31.85 pROPOSED BY WC, CN6 v 1 8' CHAIN LINK FENCE 1 1 1142 - 754 G O I X ~ f~ 33/CONTRACTOR WHO INSTALLED PIPE i. This plping plan Is diagrammatic only. Additlonol piping and/ur filings may be required
~ E~5 1 J r J ( ~ 31.47 +31.24 I 1 EA 3/4 RAW WATER TAP BLOWOFF PITT I I i VI PROPOSED BY WC, CN6 ~ 1 EA 3/4" CAiE VALVE TOP = 34,75 ~ 79 - 1.13 LAST SHALL REMOVE TEMPORARY to avoid conflicts, fie-in to exlsting and/or proposed Imes, and/or provide a complete ~ X I ° ~ _ W~.-?~ rr31,57 PLUG ANU 1JAKE TTE-IN. and fully operallonal system. The CONTRACTOR shall provide all piping and fillings as
~ N 1 IP J l 1 J J ~ W I 3/4" PE, CTS RAW WATER PROPOSED BY WC, CN6 f AND METER BOX "INVERT = 29.90 PROPOSED BY WTP, CN7 1 PROPOSED PE-IN TO EXISII G 6 0 r 2" PVC, SDR21 200 PSI I - d 3 T 31 4 rp / 1 SAMPLE LINE 131.51 ~ ~ B"IDIP, CLASS 350 DRAIN CN7 1 ~ 76 I, aM^' ~ N24'20'>'" 7B ' required at no addltionol cost to the OWNER. W Q DRAIN X 1 W I .o W 24. 5
U CLASS 350 WA7<"n LINE 6Y Wi)C, CN20 ~ 113 J , - I FINISH WA1ER SERVICE LINE - ' ~ m REMOVE EXISTING 16" X 12' TEE, DI I j r t n I NODE; 1 I PROPOSED BY WC, CN6 I ~ ~ ' I , 2. See other sheets for detail piping arrongernents, grades, Inverts, and pipe locations. ~ ^'7~ ~W t I +31.82 ~ L
ANR INSTALL 16" X 16" TEE, DI r j , PROPOSED BY WC, CN6 - I r CONTRACTOR W110 INSTALLED PIPE PROPOSED BY EST, CN4 I g' DIP, CLASS 350, BOLTLESS 90 LF 1Q" DIP, CLASS 350 iX INV=29.50 RW 1 ~ ' ~ v - 3. All ductile Iron ipe outside buildln s and or structures shall he Class 350 with boltless ' ~ ~ 9r29.95 I P 9 / ~ ~ Q
O PROPOSED BY WDC, CN20 3 rr J t r k LAST SHALL REMOVE TEMPORARY I 16" DIP, CLASS 350, BOLTLESS RESTRAINED JOINT RAW WATER INE' DRAIN AT 1.009: X ~ r _ PLUC AND MAKE TIE-IN. RESTRAINED JOINT WATER LINE ~ I 1 EAt 16" BUTTERFLY VALVE & BOX, f 1 R +31.50 ,W' ~y1 ~ ~ 30 restrained joints unless sho»n otherwise. L , - ~ , OE INV ~2932r / ~ ~ ' ~ ~ ~ ,_-4 _ ~~•kfi~31.95 I 4. All ductile iron fdtings shall be rated at o minimum of 250 PSI working pressure with T
~ MJ 111TH GRIP RINGS f J f I 31.35 - 1 I % ~ 1 EA 116" 22 1/2' BEND, DI I J ~ f PROPOSED BY EST, CN4 ",f"~., ~ I 1 ~ ~ - X32" IINV'= 29.17 mechanical 'oinl ends with ri in rin s, exce t that rl in rin s are not required in ~ ~ ~L W ~W INV = p~ 1 r 0 1 9 PP 9 9 P 9 PP 9 9 / i ~ j~' , _ - - - - _1 I +32.76 EQ5 . force main piping. r W J
MJ WITH GRIP RINGS 1 ` 1 EA 16" 11 i/4' BEND, DI, PROPOSED BY WDC, CN20 X 1 N 1 EA i6" X 16" TEE, DI, - I J J ~ MJ 4ATFJ GRIP RINGS 1 _ - -I EA B" GALE VALVE ~ 60X, MJ WITH GRIP RINGS 1 ~ , 31, _ - i l - , - I I 5. All palyvlnyl chloride (PVC) force main plping outside bulldings and/or structures shall be ~ r" Q
~ LIJ WITH GRIP RINGS ~ r 1 1 EA I6" 22 1/2' BEND, DI, WOOS - 1 EA 12" GATE VALVE & BOX, MJ WiTH GRIP RINGS X ~ O „ J r J J ~ MJ OATH GRIP RINGS J 1 EA 12" X 8' TEE, DI, MJ WITH GRIP RINGS , INV=29.00 ` WF31.55 W , ~ - 114 SDR 21, 200 PSI unless shown olherwlse. Q ~31.S5~W ~ ~ +31~,. t' ~ - ~ 2' ~ rl~ +32.88 I ~ ~ ~ -
! I _ ~ ~ p E200 ,y- J 3 ` r J J I 1 ` - I EA 8" PLUG, DI (TEMPORARY) % ~ I ~ . „ ~ - +3L6$-'' 6. All waste piping and fittings 4" or smaller outside buildings and/or structures shall be ' 3Q,. ~ ' I r ro ~ -
Ol ~ I I 30' k PROPOSED BY WDC, CN20 - 20 LF 8" DIP, CLASS 350, BOLILESS RESTRAI Z I , ~ _ Ol d ' f J I 10' X 10' fi" TFIICK CONCRETE SPLASH PAD ' JOINT RAW WATER LINE % N RW ~ ~ ' - ~ , , ' 1 , - ` ~ I1 ~ I Schedule 40 polyvinyl chloride drain, waste, and vent (PVC-DWV) unless shown of z ~ L m •...I ~ ,--y0`, - - l~ - olherwlse. ~ F~ -
r• ' h r WITH 20 S~ CLASS I RIP RAP - ~ PROPOSED BY WTP, CN7 1 EA 2" WATER SERVICE RNG 12" PVC) ~ ° ~ 1 ` O r 1 - B' CHAIN LINK FENCE, X Z ~ ~W~ ~ , ~ - - ' ' ELEV 33.68 Z 2 ' ~ ~ f I TBM ~ 1 = PNT155 7. All plumbing water pipmq and fttmgs 2 or smaller oulslde buildings and/or structures ~ U W z X
I m - 1 r 1 I fi J,. ~ ~ ~ -I - jj 1 NAIL Ill POWER POIE shall be Type K copper in accordance with Section 15410 of the SPECIFICATIONS 1 unless shown otherwise. Q " ' ~ 29.09 1
O _ +3 J , J J - ~ PRIMAR`i' BENCH MARK I X ' N W r`~i.NW ! , = ' ~ L55 _ ' r 1 ELEVI = 32.53 0. ° ' _ - ~ ~ +31.55-, INV = 29.09 1 8. All water sample piping and fillings outside buildings and/or structures shall be 1/2'0
X 42 ~ f PROPOSED BYIWTP, CN7 TBM 2 =PNT 56 t 1.5 RW ~ - + ,2 r f - ENTIRE SITE TO BE REGRADED NAIL IN PCWER POLE t PROPOSED BY WTP, CN7 23 W 6 ~W~ ~ _ ~31'" Schedule 40 polyvinyl ehlorlde (PVC) unless shown olherwlse. I OI z
~ N r - TO FILL LOW SPOTS AND 1 X TEMPORARY SEDIMENT FENCE 24 0,-•~ ~ ~ ~ , - ~ O ` I _ ? r PROVIDE POSITIVE DRAINAGE / N W ~ ~ ~ ~ " ~ 1 1 ~ 9. All tank level pressure sensing plping anA fittings outside buildings and/or structures 0 J U 1 EXISTING 12" PVC, SDR 21, 200 PSI Q Z3 shall be 1/2 0 bchedule 40 polyvnyl chloride (PVC) unless shown olherwlse. W
~ / W ~ ~ _ ' -32' Q, O 1 fl 1 k X I 1 RW . ' ~ f " , -~F-3T.64 " - . c N t / ' ~ - - -4~ al 4 Qo - > 0
~ - rr I t X 1 ~W~ ~ ~ " PROPOSEp BY WDC, CN20 I ~ - ' 10. Ail rlgfd chem(cal teed plping and fittings shall be Schedule 80 polyvlnyi chloride (PVC). 1 12° PVC, SDR 21, 200 PSI RAW WATER LI Z 11. Concrete thrust blocking, rodding, grlpping rings, and restrained 'pints shall be provided
~ ~ r N b ELEV. = 31.11 1 RW ~ I - 1- 1 x k , ro ,i-~~ ~ - - - ~ E15~ f !vN ~ TBM y A =PNT 4 PROPOSED BY WTP, CN7 , RW ~ ~W~ ~ ~ ~ - _ I in accordance with Section 02668 of the SPECIFICATIONS. t , ~ I 1 ~
00 31.3 3 ~ TOP OF IRON REMOVE EXISTING ~ 31 i Q i I 3 3 H CULVERT PIPE RW ~W~ 30-' ~ t y 12. Water cantalnlnq chlorine residual shall not be discharged wlthln one thousand (1,000) Q ~ ~
1 ~ O r 0 , - ~ ~ I ~ 29 ~ ~ _ +31.03 OI feet of surface waters. Flush water containing chlorine residual shall be discharyed into ~ ~ 1 ~ ter- diked ditches and cantalned until no chlorine residual remains. Z
+ 1, 1 EDGE OF EXISTING PAVEMENT ~ f PNT 4 t 0 .W' ~ 2230 " "31' I n1C 3 i ~ ~ ~ F EXISTING PAVEMENT Z ,y ~
r N10D0 3D" PECAN fl~ ~ . ' I IS LIMIT OF CONSTRUCTION XI ~ p 1 f 8 E100 " I ~W ' ~ I OF CONSTRUCTION 01 PROPOSED BY WTP, CN7 1111111111lf~ V11111111111f NL- U I O ~ REGRADE EXISTING SIDE DITCH FROM 1X 1 ~ WINDMILL ROAD TO CT&T DRIVEWAY. \~N~k P,SS~C/ 7/i~ \~~~\'~N C' 7XiV r h
U' 'd „I~ 1- 9 i ~l aW . ' ~ - ~ ~ ~.nzn ~ - - EXISTING 12" PVC, I
co 60- L 4 + SDR 21, 200 PSI \ pi N W - 2 - WATER LINE ' ~LUN IINUL IN V[KI ZILUYC VC U.JU/a tlflM OI WINDMILL ROAD TO CT&T DRIVEWAY. J P 0R w LL
~ N~ +31.15 -3 Um L IDESLOPE NEXT TO SITE = 3:1 'x O S ti NOTE: WC, CN6 TO NOTE: WTP, CN7 TO SIDESLOPE NEXT TO ROAD = 1.5:1 MAX.
.W' ! A CONTRACTOR MO INSTALLED PIPE Z - - - _ _ +3 I LAST SHALL REMOVE TEMPORARY p / NOTE = = _ _ EXCAVATE DITCH WITH 3:1 SIDES AND EXCAVATE DITCH WITH 3:1 SIDES AND SEAL Q
PLUG AND MAKE TIE-IN. O EXCA' 9 2 I Y LINE WITH 20 SY CLASS 1 RIP RAP. LINE WITH 15 SY CLASS 1 RIP-RAP. 1972 - 54N _ = CO - - /
7 2a r LINE C + ~qq .OB ZB "F-31.30 PROPOSED BY WDC, CN20 p SLOPI Lf) SLOPE OUTLET TO INTERCEPT WITH Q~: SLOPE OUTLET TO INTERCEPT WITH C0 i~ FAl
\29 30 12' PVC, SDR 21, 200 PSI RAW WATER LINE co REGR 3 O RW 30.13 - E +3 . - Z RIP-f REGRADED ROAD SIDE DITCH. REGRADED ROAD SIDE DITCH. G~ RIP-RAP APRON TO REMAIN ON PROPERTY. RIP-RAP APRON TO REMAIN ON PROPERTY. i~ 'llnn ' C\•\~~ i~ Illlul' \
0 T I rl> - +31.70 L t] J LL 11NG 15 `n o o i' 00 0 Lf) p PROV PROVIDE LAYER OF SILT FENCE FABRIC LLE PR WWWWW /1~r11 11WWWW OV1DE LAYER OF SILT FENCE FABRIC OR 6' LAYER OF GRAVEL UNDER RIP-RAP OR 6 LAYER OF GRAVEL UNDER RIP-RAP. 1111111 11111 SHEET G5 OF 48
Ex15 p p n +31.6 r OR 6 OE ' 3160 rn 31.7 rn Al r Z 7 Z Z, Z Z Z ,

REVISIONS
I N0. DATE DESCRIPi1DN
i 1 11/01/01 ADDED OWNERS STATEMENT
P
CENTROID:N= 631500 E=2599700
aL01'JNT9 ' 112 ~ LEGEND
gAY
} / tit EIP = EXISTING IRON PIPE • ~ EIR =EXISTING IRON ROD
a ' EPKN= EXISTING PARKER KALON MASONRY NAIL
1,"$Q 1„1~, , ~ • • 1 b NIP =NEW ~'4" IRON PIPE 1 NPS - NO POINT SET
Eph~n Ch, R/W =RIGHT OF WAY
~
1 1 ~ 181 t \ NOTE: REFERENCE BEARING OF LINE 1-2 TAKEN
~ } 1 , • FROM Sl1RVEY MAP BY WILLIAM R. HARDING DATED DECEMBER 28, 1983 ENTITLED
"PROPERTY OF FRED C. HOLLIS"
onnell ~ • • re
VICINITY MAP
I
FRET FRED C, 110LLIS ,
FRED C. HOLLIS DEED BO DEED BOOK 575 PAGE 263 HILLS POINT SUBDIVISION M O N S AND A S CIATION HOE WER SO ,
DEED BOOK 988 PAGE 685 DEED BOOK 855 PAGE 566 HILLS POINT SUBDIVISION
204 205 DEED BOOK 833 PAGE 332
A ~ 201 1202 NIP 203 N30'10'50"E N30'10'50"E N34'45'00"E
N29'35'39"E N32'S4'10"E NIP NIP 125,36' 200.51' NIP 52.39' NSA S \ 48 200.51' NIP spp° 206 FRED C, HOLLIS \ A 53.4 , f DEED BOOK 575 PAGE 263 \
N67'18'05"W 136.73' 36 _ - - - - CL ExISiING 16'-18' WIDE GRAVEL ROAD 15.11' _ _ 4 \
~ SPIKE FOUND 125.64' 200.02' f'IP 46.65' NI ~ ~ NIP \ 200.02' ~
131.81' " '10' S0"W S29'35'39 W 1"EIP S32'54'10"W ~"EIR S30 S30'10'S0"W S34'45'00"W S 46.55\ \ 217 5159, Nsp, 5 \
N67'18'05"W NIP 8 ~ 7 EXISTING 30' 216 pp°w NIPS 7 S6 p ~"EIP ~ 23
15.08' EXI' A 218 INGRESS-E ENT \ 2~ ,~F N \ INGRESS-EGRESS EASEM 215 4> 5234, NIP ~ \
DEED 8001 DEED BOOK 833 PAGE 332 Sg ~ 41•. 209 24 \ 05 ~ 6s 53, e , ~'E ~ \
JAMES F. BAGG FRED C. HOLLIS sr7p., \ ~42'$p' " 955 N$ . / F \
DEED BOOK 797 PAGE 688 DEED BOOK 855 PAGE 570 WELL LOT A 41 ECtO 234' " 210 pF R V 207 50 44 4~ Fp \ FRED C, HOLLIS EIR NIP31,S8~ 2a ~.pp. 3e NIP Epp C \
S 4p ~ 208 NIP / 29~ k 8 y0 DEED BOOK 855 PAGE 570 1 60S 81' ~ ~ - , 0,~ 33 ((l
6~ ti NIP 31 IP ~e 6~ AqC S p yt, 45.31' NIP k0 ' h~ ~ Y 00 SCR N523 ~ E 3
42'Sp' g'S5 212 pRprN FS 1 4 41'' 32
Approved, Not Subject To 214 \ 41 W 50 q rFS 2> >8, F 213 ~r3 3
Subdivision Requlotions \ PROPOSED 20' SS . S2S' 1~"EIP 234, ~ ~
\2 UTILITY EASEMENT g1..1V ~0 ,1h F,
Subdivision Adrninistrator Date s63•~~8 , FRED C. HOL 2~A> LIS NIP o~
Op., DEED BOOK 575 PAGE 263 / fG \ o 211 `r.~
Public Ac ulsltlon ~ q d Combination or Recombination U
Parcels Greater Than 10 Acres 0 \ 2 /~o~ ~G
t o rt Owner Gif by Pr pe y ~ Heirs Property, Settlement of
Estate ~ QP ~ ~ 1#"EIP
~ ~
State of Norih Carolina ~ Z (n ~ P
County of BEAUFORT U Z~
i, d
Review Officer of BEAUFORT County, W ~ ' \
certify that the map or plat to which J ~ ~ this certification Is affixed meets all I ~ ~ ~ 36
statutory requirements for recording. EPKN ~ ~ SPIKE FOUND
15 N>15 . OS1"E ~ P
345.82. REVIEW OFFICER - ;hh
~ NPS ~k ~y
I, SIMON R. COX ~ NCSR 1197 ~ ~ . r 9~ N61'29'11"E CPI; P cn ~i~ i
3 ~ ~ Professional Land Surveyor No. L-4215 40 ~~O~LIS Rpq~ 6 ' ~ ~ ~ R W NPS iv58`2G'46"E U".. ~ O R W 875.40' /
certif that the surve is of another J Y Y 1 f ~ ~ 1 oo.ss' 9 / 39 38 /
E category, such os the recombination of e I exlstln arcels, acourt-ordered survey, I i
~ or other exception to the definition of J I l subdivision;
3 I v
i
o i'7'N~l"l~/ x
~ SIMON R, COX EASEMENT SURVEY
L-4215 0 v FOR
m CERTIFICp DEAUFORT C UNTY WATER CERTIFICATE OF
n I, SIMON R. COX , ~ certify that this plat was drawn OWNERSHIP ANC NERSHIP AND DEDICATION TRI T VI- hIOCOWINITY RI HLAND T W IP DI C 1 C O N I~ 5
r under my supervision from an actual hereby certify that I am (we are)
n survey made under my supervision I (We) hereby certify o ( deed description recorded In the owner(s) of the awner(s) of the property shown WATER TREATMENT PLANT N0. 61 DISCHARGE EASEMENT
o E Book 575 ,page 263 hereon, which was col which was conveyed to me (us) BEING PART OF THE FRED C. HOLLIS TRACT sd recorded in Book ,Page
rn etc.) (other that the boundaries by deed recorded in f i ~ not surveyed are clearly indicated as and that I (we, and that I (we) hereby adopt this DEED BOOK 573 PAGE 263
° M drawn from Informat(on found In plan of subdivision a 1 N e A ordinate, establish the ~f subdivision as required by this CHOCOWINITY TOWNSHIP, BEAUFORT COUNTY ce, establish the minimum building NORTH CAROLINA
Book N A , pag ~ ; ~ ~ that the ratio of recision as calculated lines, and dedicate c ° o p ``~~~uuutllr~~ \``~StUlul1fr~~ walks, parks, drainag and dedicate all streets, alleys,
~ N Is 1 10,000 + EDM that ~AR0~7ii,~~ \\~w PSS~C/,~ /~i~i open spaces to public parks, drainage ways and other OCTOBER 25, 2001 SCALE:1"=50' spaces to public or private use as
v this plat was prepared in accordance ,,~~~"S ~~,,,N ~0,,~'" " ~~,,TF'% noted. Further, I (we Further, I (we) certify that the SCALE IN FEET : 1" = 50'
xl with G. S. 47 - 30 as amended. ~ F<rS ION ,9 ~ ~ J;, FLP~~~ °;S ,a „ 1 ~p q~,, p T ; ~ ~ land as shown here 4: U t~` : 2 , subdivision regulation as shown hereon is within the so o so loo ~Ision regulations jurlsdictlon of ~ ~ -
o E witness my original signature, ,2 ~ „ registration number and seat this _ SEAL - ` ~ ~ SEAL C1= _ _ _ _ Beaufort County. art County.
0 25th doy of OCTOBER , A.D., 2001 .r L-4215 - ' 1972 = m z ;v Q-: ~ = -n
x ~ o ;yo .yo: ; y tP McDAVID ASSOCIATES INC.
~ G~11~/1+J '~i ~N ~'i Owner s LNG Engineers Planners Land Surveyors
3 ~ ~ R. Ca ~i,, ~ L E, N'vvvv SIMON R. COX ~rhrntll~~~ ~rIlrlilllll~ s 120 North Main Street, Farmville, NC 27828
B,y v L-4215 Telephone: [phone] EXHIBIT "C"
. ,e 3
o ~ a Surveyed by ; FEB Drawn by : SRC Date Project No.: 1-1990-0327-8136 Map file reference : B-1448 BLUE

_ _
PROPOSED I 6" PVC, SDR 21, 200 PSI WATER LINE
47 1
22
i
I
48
~ 23
! I ~ ~ -HILLS POINT SUBDIVISION
o I I ' ' HOMEOWNERS AND ASSOCIAT ION ~ I BILLS POINT SUBDIVISION \ ~ I 5693-92-7505
li i ~ HOMEOWNERS AND CAMA MAJOR AREA 14 :A 14
I ~I ~ ASSOCIATION FRED C. HOLLIS I ~ I, ' 6 6603-01-0996 ~ ~ 603-01-0819
I I I / 3 20' WIDE 1 30' WIDE ~ ! I EASEMENT EASEMENT
~jlll j 24 PROPOSED PROPOSED DIFFUSER PROPOSED
i 63' ~i i I ~ ~ 30' WIDE - N 41°-0T-04" E 1110.60' ! I EIP EASEMENT NAVIGATION AID D NAVIGATION AID E
i - _ I GR V A EL DRIV 20" GUM O.OB -O.BB -099 -1.30 -1.01 -115 -1.86 -2.21 : i \ E -2.52 -2.82 -2.86 -3.47 -3.88
~i ~ ~ ~ ~ FM 15" PINE 0.90 -0.53 -0.86 -0.97 -1.96 -q.gE I I I FM --'FM -4.86 -5.60 -6.00 ,6.66 -9,71
~ ~ ; ! DRILL FM - -s.7e S 48°-52'-56" E + -6.I6 + 30.00'
I ! I / / PVC 4 - I ~ ` ~CERTALOK HDPE SITE S 41°-0T-04" W 1131.44'
fi ~ I / PVC / I I ! 1 I I 'I ~ FRED C. HOLLIS FORCE DIFFUSER
I~ I cEDafis 5693-91-7424 MAIN
111 / ° ° j TBM = 9.33 ~ PR~P05Ep
w w i EASEMENT IRON 8" riDPE, AWWA C906, DRILO, FORCE MAIN I I.O, FORCE MAIN
6' h11N UNpER RIVER BOTTOM, INSTALLED = z I I I ~ " BY HORIZONTAL pIRECTIONAL DRILLING 'OM, INSTALLED FORCE MAIN POSITION
I o I w; I PAMLICO RIVER NAL DRILLING TO BE STAKt:D OUT
ly°~> w ~ z " I FRED C. HOLLIS > r-~0 . BY McDAVID ASSOCIATES, INC
~ a ~ ~ I 6603-01.0696 ~ a Q ~ I
0 ~w Q
+=;C ~ 1 BM = BEA 91 ~ I ELEV :33.05' NGVp 1983
0 Z LOCATED A7 NW CORNER OF
~ INTER5ECTION NCSR 1119 8 NCSR 1121
FORT HILL SUBDIVISION HOMEOWNERS ASSOCIATION
6603-O1--25!0
i
295«00 296+00 297«00 298+00 299+00 300+00 - 301+00 302.00
303.00 304.00 305+00 306+00 307+00 30 + - 8 00 309+00
- - - - - _
HIL S POIN - _ - _ MART E SIGN L LAN ERN _ - - _ _ _ - - OLAR _
- _ -
10 _ - - _ _ - ANEL - _ _ - _ - PLAT ORM
-
10
- --DR LL _ _ _ - - - - - - _ sl E - _ - - _
- - - - - _ -PAY ARK 51 NS (2) _ -
_ - - - - - - - - -
- _ - - - - PR POSEp - 1 _ ~~I ~ ! - LINE - - _ _ - _ _ _ PROP SED _
- _ 6 pVC WAT R - - - ~ i - 1 - - _ - - - - - - - _ - ol ~ _ _ - FLANGE,..._ - - _ - - - - _ NAVI ~TIQN ID - _ 5 - _ ~ - - _ _ - WATE LEVEL 0.9' PROPO ED _ _ _
i ~ i ~ ! ~ JOINT 2 % - _ - - - - - _ - - _ _ - _ _ _ _ _ D 05,20 0 - _ NAVIGA'ION AI D _ - _ _ _ -
- _ I Q i - - - - _ ~ - _ . - _ 9;06 AM _ j
I _ - _ - _ - _ - _ - - - - - - _ _ - 12'-DI _ ._PILINf . _ - - - -b _
0 1 PA LICO IVER - I _ - I _ - 9° PV "SDR 21 - - - - - _ _
8 DPE _ _ _ - - _ - - - , _ PROP SED SDR 2 CERTALOK - / _ - _ - - - 0 - _ _ - - i
I PVC - - _ ! ' _ - _ 30 LF OPEN UT-WI ,H - - R-` 3 - - _ - - - - _ - I - _ ~ 5.2
I ~ I _ - 12" ST EL CA ING - _ _ _ - ~ - - - - - _ - ,
I 1 , i I MINT IKNESS 0.188" - - _ _ _ _ ----s N _ _ - - _ _ _ _ ~ _ rlif - _ /r(/ ~ 5 - - _ _ - _ _ _ _
.AND..B'.P_VC°. RR.21,_ - - - ~ _ _ ~ I I , _ - ~ _ _ - - _ _ \ _ _ _ _I _ _ _ _ -
_ 200 P I FORCE MAIN _ _ _ - - - - _ _ - ~i// I~ j ° - - - - I. w - - - - - _ - - : I i y _ _ _ _ _ - - - - _ _ _ - 5 _ -
- _ - - - - - - _ - - - _ I z - - -
- I _ I I _ - - _ _ 5.4°k GRADE. - _ - - -
I, ~ ~ - - _ - _ - _ _ - - "MIN - ------7~, -
I o ~ ~ -10 - - _ - _ - _ - - ` , o - -
u° I I I~ow - - GRAD _ _ U ~i DPE_Q _F~1SE _ _ -lo
_ - ° a - _ _ _ ITH C ~ NCRET _ _ _ _ , _ _ - ALLA S
O ~ L n _ - - - -PR Pose - _ - - - - - - - - I
- _ - ~~dL~m~ - - e HOPE ww A 06 D ILO F RCE M IN---- - -
r~ 1 ~ - _ _ - _ - - - - 6' IN UN ER RIU R 80 OMB IN T LLE _ o A _ ~ _
o j _ _ _ - - _ - _ - - - _ - _ - - - BY H©RIZ NTAL- IREefiI NA~a ILLINO . e~K~ m - _ - - - _ - - - _ _ - _
e,::d W I - - - - a - _ - ~ _ - - - _ _ _ _ - - _
- _ - - - - Z - _ - Nt _ _ _ _ _ _ - . ~ _ _ ` -
~ ~l -
_ _ - . . ~
d„ a-
• - r _ _
~ Q+`
- - -CONTRA T-N .-20- WA IER-D TR - t.__ _ S I UTI N & TP ORC MAI
_ _ - ~t_~a~~~'' _ _ _
_ - ~~f~x- , - HAS 2 = URA DE ELO MEN WA ER YST M IM 0 EME ~ R TS _
_ _ _ _ _ _ _ .
C D VI C _ H CO INI IR GHL ND T IP - OWNS
_ _ _ - _I_.- BEAU ORT C UPJTY- ~ AROLI - ORTH A-
_ _ ~~atp - - p~ HO IZONTA SCA E: I" = . 0' - V RTICA SCAL : I" = 5
- - ~ - _ _ 0 . . ~ AUG _T 1,.19 9
- :0 - _~9t Mc AVID AS CI
o - Ak=-~ 0 ATES INC..
Engin ers Planne s b d Surveyors-- - ' - - - _ S 87 1NC. F mville N. C. Golds oro, N C.
Ir _
4f VII.GE ~
HIGHWAY FEDERAL. AID SHEET PLATE 1-SINGLE PLAN AND PROFILE-FULL LINE
AUMNAL wamvrrASr IN E EXHIBIT nin SHEET 67 OF 76
PRINTED IN D.S.A. B - 1389 ORANGE
rC