20010664 Ver 1_Site Plan_20010430

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0 0 1. ALL EXISTING UND~:RGROUND UTILITY .OCATIONS WERE TAKEN FROM
AVAILABLE RECORCS AND ARE APPR XIMATE ONLY. CONTRACTOR TO
0 0 o VERIFY THE LOCATION OF ALL EXIS11' G UTILITIES BEFORE BEGINNING ¦
o CONSTRUCTION. ANY UTILITIES DAM. ,ED DURING CONSTRUCTION SHALL
0 PROPOSED 100,000 CAL Z t7
o TORAGE TANK BE REPAIRED, IMMEDIATELY WITH NO DDITIONAL COST TO THE OWNER. ELEVATION S ~ Z SEE SITE PLAN SHT. 8 'A ~ NN
~ , o _ VI O
2. CONTRACTOR TO N~JTIFY THE NORTH AROLINA ONE CALL CENTER ~ W W
TELEPHONE AT 1-d~00-632- PRIOR D EXCAVATION. CONTRACTOR p H y ~ Q
~ SHALL NOTIFY EN~~NEER IMMEDIATEL' IN THE EVENT OF ENCOUNTERING ANY ~ Z Q
\ ~ 1 ~ ° NDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE PLANS. ~ 0 N J 0 o U Z 0 - W ~
v ~ ~ ~ Z ~ Q
1- " IN O Z ~ 2. All DRIVEWAY PIF~ES 12 IN DIAMETF ~ OR LESS DISTURBED DUR G W v
o A TATS ROADS SHALL BE N > _ CONSTRUC11ON IN STREETS DESIGNA D S S a ~ P¦ N Q
REPLACED WITH 1a RCP. ALL DRIV MAY PIPES OF SUITABLE SIZE p p ~ Q 0
~ J DISTURBED DURING CONSTRUC11ON S ALL BE REINSTALLED BY THE ~ 0 z
~ PIP . ~ 0 CONTRACTOR. ALI. COST OF REINST i.LING EXISTING DRIVEWAY E 0~ o ,
REPLACING UNDER:.~IZED PIPES OR P. ES DAMAGED DURING J t7 Z
~ 7 ~ i CONSTRUCTION S'r;~LL BE INCLUDED : J THE COST PER LINEAR FOOT OF J = Q O ~ t7 a m
' PROPOSED 1Y WATER MAIN INSTALLATION. ALL EX, TING PIPE THAT IS REPLACED W W ~ _ W O Z
WATER MAIN WITH NEW PIPE SHALL BECOME THE 'ROPERTY OF THE CONTRACTOR. Z ~ 0
~b SEE SHTS 2-7 ~ P A D SHALL BE C7 = _ DRIVEWAY PIPES T~fAT ARE DISTURBF:) OR RE L CE a 0
TLET PROTECTION. ALL COST OF Z PROVIDED WITH PROPER INLET AND ~J 0. w
DRIVEWAY PIPE INLET AND OUTLET F'~OTECTION SHALL BE INCLUDED IN ~
_ , o o Z THE COST PER LINEAR FOOT OF WATER MAIN INSTALLATION.
T BADE SHAPE l ' AND STONE ALL GRAVEL ~ 3. CONTRACTOR 0 REG
/ , ,^~A TRAFFIC SHALL BE MAINTAINED ~ Q DRIVEWAYS AFTER CROSSING. TWO Y
J 'I' IN ONSTRUCTIO` ALL WORK DONE WITHIN NCDOT AT ALL TIMES Dl, ~ G C
t RIGHT-OF-WAY SHALL BE PERFORMk;:) IN ACCORDANCE WITH APPROVED ~
o ~ ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED
I RED SIGNS, MAIL BOXES, ETC. CONTRACTOR SHALL RESEED ANY D STU B
/p Q AREAS IN ACCORDANCE WITH SPECIFI,,ATIONS.
~~0
IN INSTALLATION EXC VATED MATERIALS PLACED ON 4. DURING PIPEL E ,
A ENT S` ATE ROAD SHALL Ir .PLACED UPON A LAYER OF STONE THE ADJ C
o SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE
~ f REMOVED AND T!~E ROADWAY SHALL 3E THOROUGHLY CLEANED OF ALL ~ ~8- ~ ~ ~
O ~ N N ~ C Z SOIL RESIDUE. COST FOR STONE SCtiEENING AND ROADWAY CLEANING W ~ $
j' IN ~ ~ y SHALL BE INCLUL~_D IN THE LINEAL FOOTAGE PRICE FOR WATER L E g a
i INSTALLATION.

XI TING ASPHALT. c W 5. CONTRACTOR SHILL AVOID DAMAGE ; ~ 0 THE E S Z ~ ~
PROPOSED BOOSTER PUMPING ~ ~ ASPHALT. WHICH !S DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED ao a N s ~ ~
STATION, SEE SITE PLAN SHT.11 ~ p ~ D V V7 N AT NO ADDITIONAs. COST TO THE OW"JER.
m
1" = 1000 FEET
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PROPOSED WATER
AW MBINATION AIR ACUUM VALVE PROPOSED C (CO /V )
EX1511NG STORM SEWER
? EXISTING CATCH BASIN /JUNCTION BOX
- - - - - - - - EXISTING CONTOUR (MINOR) Z
- - - - EXISTING CONTOUR (MAJOR) O
EXISTING PAVEMENT
~ P uTIUTY aE N
uGHT POLE Z
W V Z U~
P UNDERGROUND POWER Z W W
GAS UNDERGROUND GAS LINE w i~
F N ERGROUND FIBER OP11C LINE 0 UD W 0 W
i T UNDERGROUND TELEPHONE t J ~ Z
o IELcPHONE PEDESTAL J W -O ~
W EXI;;TiNG WATER MAIN OCQZ
O-- EXISTING WATER METER Z a d
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- ~ ~ • • • • DITCH OR STREAM IE ; MAP 1 INDEX, NOTES, LEGEND, & LOCAT . N Q Llfi. W
PERMANENT EASEMENT 2-7 PLAN SHEETS H O ~ Z
TCE TE1~9PORARY EASEMENT $ ELEVATED TA~~( SITE PLAN & DE" AILS Z 0
x FENCE 9 ELEVATED TAh~K SECTION & DETA. _S ~y,~ 10 ELEVATED TALK NOTES & DETAIL: ~
¦ EXISTING MAILBOX 11 BOOSTER PUt4'PING STATION - SI' ° PLAN, ELEVATION & DETAILS Z
_ Q , I W 12 BOOSTER PUtv:PING 5TAT1ON - PL .N, SECTIONS, & DETA LS ~ U
TREE LINE T J ~I 13 STANDARD DERAILS W
0 W O 14 EROSION CON i ROL DETAILS
° BUSH OR TREE c~,: 15 PUMP STAT1O ELECTRICAL SITE . _AN & DETAILS Q Z
16 PUMP STATION SINGLE LINE DIAGF.AM O
0 IRON PIN 17 BOOSTER PUL``P STATION ELECTRICAL PLAN H 17 BOOSTER PUt'FP STATION ELECTRICAL PLAN J
~ CONCRETE MONUMENT
Qooo TEMPORARY ROCK CHECK DAM d SIGN
SURVEY TRAVERSE /CONTROL POINT
RIP-RAP INLET/OUTLET PROTECTION BENCHMARK
TEMPORARY SILT FENCE
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LEGEND EROSION CONTROL LEGEND
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WILTON - s" cv - OXFO RD NC HWY HIGHW Y 96 " 6 GV & BOX / o
40 L.F. 12" _ _ 6 3- 6" 3-WAY HYDRANT ' ~ ° ~ ~ V N J
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i 15 ~I 5+00 15" CONC. BOX %ti
RCP 10+00 .,~,,,y
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EX. SWING GATE C 15" ~ - x . / ~ 15" _ - NST L 65 L.F.
„ RCP ~ w o EP 6 12 x12 TEE ~ ~ / WOODS 1 " RCP EMENT 15 15 0 12 GV 24
-1 " GV & BOXES w > CEI 2 2 I TELE. PED. ~ w e CEDAR & BOX ORING JACKING CEDAR WELL w w w GkAVEL ME OD, 5' M .
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EX. GRAVEL DRIVE II p . I ~ ~ OF CASE NT t7
_ / 1 p N EXISTING 3 " I l PROPOSED 12 WATER MAIN DITCH z ~ o ~ Z
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DAM, TYP.) YD. & 12" PLUG ~ ~ 6 3-WAY H W ~ ~
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EX. LIGHT POST & ~ A80VE GROUND Q ~ _ . PAD TO REMAIN FUEL TANKS 0 N J CONC {0 ~ ~ 0
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EX. WATER LINES X TRANSFORMER PAD PP
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PROP. ACCESS DRIVE
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PROPOSED 100 000 GAL. ~ ~ X C
D TANK -SEE ~ SCHOOL ELEVATE
~ ~ T.8 SITE PLAN, SH , , BLDG. 0
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EXISTING WATER STORAGE p
TANK TO BE REMOVED ~
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PASS UNDER 12"x6" TEE " M , " 2x6 TEE ~ •1
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i - _ ~ ~ ~ 18 MINIMUM Q t7 d ~ CLEARANCE a
_ _ ~ a ~ PASS UNDER N. C. H WY 56 - al W Y 56 \ ~
/ 18 MINIMUM Z
~ / ~ CLEARANCE / W \ \
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~ PROPOSED 10' P RMAN ~ ° W W 10 P RMANENT EASEMENT ~
I AND 10' CONS UCTION ONS UCTION EASEMENT / ..I
~ CLASS BRIP-RAP ~ ~ ~ W .J Q P ~
LINED CHANNEL ' 0 i k0 ~ ~ GUY 5 Q
20' WIDE 18" DEEP 6 Z 0. / ~ ~
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„ _ ~ 6 GV & BQX ~ , v _ ~ ~ ~ ~
p ~J~- p / 6 3-WAY HYDRANT ~ ~ INSTAL 4-1 ~ ~ z W
~ ~ 00 ~ NSTA L 4-12 45' BENDS ~ W l0 R UTE WATER MAIN AROUND Q W
+ PP 60+ - TO R UTE W~ ~ i ~ ~ BOX CULVERT 30X CULVERT. INSTALL TOP
GUY OF PIPE 2' M ~a z ~F PIPE 2 MIN. BELOW
Q 1 I T1NG CRE h- E S - \ ~ ISTING CREEK. ~ ~ ~
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O CEDARS > 6" GV & BOX Q.• to MINIMUM ~ O W D Q 0 CLE RANCE ~ PP -I ~ _ 90 1 ~ F
+ 00 ~ 6 3-WAY HYDRANT _ F .N ~ ~ EP 6 GUY RCP D w Z - J ~ ~ - 11 ..J Z 0
N E CE ~P _ n P&G PP 85+00 15 ~ t0 .11 - Q
PP X ---b- , PP PP P ' I - o ~ ~ a RCP RC W w ~ = w
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6 &-BIZX x--~-""x - " CP CP X PP AVOID B03i;"~LVE T °
~ PASS UNDER 6" 3-WAY HYDRAN x x`- 18" MINIMUM _~x ° °°oo°oo°° °o o ° Q
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PR ECTION, (TYP.) x x ~ ~ PP o z
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18" MINIMUM x / ~p CLEARANCE x/~ ~ 2' MIN. BELO EXISTING
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