20110784 Ver 1_Site Plan_20110823 (3)

Strickland, Bev
From: John Core [e-mail]]
Sent: Tuesday, August 23, 2011 2:28 PM
To: Strickland, Bev
Cc: '[e-mail]'; 'Derek Hawkes'; Brian Johnson
Subject: Re: Central Nash Water & Sewer Distric Phase 4 DWQ#110784
Ms. Strickland,
Please copy this link: (ftp://ftp.thewootencompany.com/PUB DROP/CNWSD Phase4/) and paste it into windows explorer
(not internet explorer). The files should be available to you to open as well as copy to your network drive if you prefer.
Please let me know if you have any questions.
Regards,
John Core, El, LEED AP
Assistant Project Engineer
?'?IeLen Company
' 33.1 3589
www.thewootencompany.com
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WOOTEN
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NOTES ABBREVIATIONS INDEX TO RA~IIGS
GENERAL
A AREA LP uGHT POLE 1, CONTRACTOR SHALL CONTACT THE N.C, DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK K 1. COVER SHEET
ABAND ABANDONED LT LEFT WITHIN NCDOT RIGHT-OF-WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT IS
ABC AGGREGATE BASE COURSE LWL LOW WATER LEVEL BILL BASS, (252-459-2128). 2. LOCATION MAP /VICINITY MAP ~
AG ACRES z 3. INDEX OF DRAWINGS, NOTES, & LEGEND
A.F.F. ABOVE FINISHED FLOOR MAX MAXIMUM A ~,y
AL ALUMINUM MECH MATERIAL 2. PROTECT EXISTING PROPERTY CORNER MARKERS, REPLACE DISTURBED PROPERTY CORNERS BY A APPROX APPROXIMATE MATL MECHANICAL PROFESSIONAL LAND SURVEYOR, 4< ELEVATED TANK SITE PLAN w
ASPH ASPHALT MFR. MANUFACTURER
Asst ASSEMBLY MH MANHOLE 3. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER 5. VALVE VAULT AND RISER DIAGRAM ~
AVG AVERAGE MJ MECHANICAL JOINT STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO NO 6. ELECTRICAL PLANS AND DETAILS
ARV AIR RELEASE VALVE MIN MINIMUM ADDITIONAL COST.
AZ AZIMUTH MON MONUMENT 7, ELECTRICAL DETAILS AND SCHEDULES
AWWA AMERICAN WATER WORKS ASSOCIATION 4. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAINS WITHIN NCDOT R/WS. dS.
N/A NOT AVAILABLE 8. EROSION CONTROL DETAILS AND MISCELLANEOUS DETAILS
B-B BACK OF CURB TO BACK OF CURB N NORTH
BLDG BUILDING NAD 83 NORTH AMERICAN DATUM 1983 5< CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTING
BM BENCHMARK NC NORMAL CROWN UTILITIES IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY
BoA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID IF A POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND PROPOSED UTILITIES.
BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY
BW BARB WIRE No. NUMBER 6. WHEN TRENCHING INSIDE NCDOT RIGHT-OF-WAY, SHEET OR SHORE AS REQUIRED TO MEET- NCDOT NT5 NOT TO SCALE U R MENTS ?T _ _ _ ~a
REQ 1 E C&G CURB AND GUTTER NOM NOMINAL 4
GB CATCH BASIN NWL NORMAL WATER LEVEL •
7. WHEN THE WATER MAIN ALIGNMENT REQUIRES THAT THE WATER BE INSTALLED IN THE BOTTOM OR ~ CENTERLINE SLOPES OF AN EXISTING DITCH THE MAIN SHALL BE INSTALLED WITH A MINIMUM OF 3'-O" OF COVER OR "
CIP CAST IRON PIPE OC ON CENTER ' (OVER t fy' . ~ r; ~ > .
GI CURB INLET OD OUTSIDE DIAMETER IN ALL DIRECTIONS.
CLR CLEARANCE O/H OVERHEAD
CM CONCRETE MONUMENT ORIG ORIGINAL
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONARY UNIT PC POINT OF CURVATURE
CO CLEAN OUT PED PEDESTAL
CONC CONCRETE PE PLAIN END EROSION CONTROL v,
CONT CONTINUOUS PI POINT OF INTERSECTION CONSTR CONSTRUCTION PIV POST INDICATOR VALVE 1. INSTALL SILT FENCE OVER ~ AROUND TOP OF EXISTING PIPES AND INLETS AT DISTURBED AREAS.
CONTR CONTRACTOR P PROPERTY LINE .AS, a 1
coR CORNER EI'P POWER POLE 2. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES. n C+„ YY r.-I
CP&L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE LfJ
CULV CULVERT PSI POUNDS PER SQUARE INCH
3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM PVC POLYVINYL CHLORIDE
D DEPTH PT PAINT ENTERING ROADSIDE DITCHES AND EXISTING DRAINAGE OUTLETS.
DI DROP INLET PVMT PAVEMENT
DIA DIAMETER 4> PROVIDE EROSION CONTROL MEASURES AROUND STOCK /WASTE PILES AND STAGING AREAS AS S d ~ j
DIP DUCTILE IRON PIPE R RADIUS NEEDED OR AS DIRECTED BY ENGINEER,
DIM DIMENSION R/W RIGHT OF WAY I
DISCH DISCHARGE RCP REINFORCED CONCRETE PIPE 5. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH H =
DIST DISTANCE REF REFERENCE SILT FENCE STONE CHECK DAM OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. DOT DEPARTMENT OF TRANSPORTATION REQ'D REQUIRED ' F- j Q ~
DW DOMESTIC WATER RET RETAINING
fl DELTA REV REVISED fi. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES WHERE DISTURBED ANDIOR AS ~ ~ ~ ~ ~W
RPZ REDUCED PRESSURE ZONE DIRECTED BY ENGINEER.
E EAST RPM REVOLUTIONS PER MINUTE tt_
EA EACH REINF REINFORCED CCU ~ °
EFF EFFLUENT RT RIGHT
EIP EXISTING IRON PIPE ~4 F-°Z ~,z
EL ELEVATION S1W 51DEWALK
ELEC ELECTRIC SAN SANITARY
EP EDGE OF PAVEMENT SCH SCHEDULE EROSION CONTROL CONSTRUCTION SEQUENCE= ~ f`frt?
EW EACH WAY SDMH STORM DRAINAGE MANHOLE W W a~,~ e ~ c!)
EX_ EXISTING SF SILT FENCE EXP.JT. EXPANSION JOINT SHT SHEET CONTRACTOR SHALL CONTACT NCDENR DIYISIflN OF LAI+1D QUALITY AT 91'~®7'~~-4210
FRIOR TO I~EGINNING CONS°'Rt1CITOFI ADD PROVIDE U~VNER <WITH A COPY OF CORRESPONDENCE. s SOUTH CONTRACTOR FfNA~C1ALL'~ RESPONSI®LE FOR. ANY ~I6~~S CIATED WITH NOT PROVIDING
F,F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS NOTIFICATION. OF BEGINNING CONSTRUCTION TO ®L . (97 z ~
FG FINISHED GRADE SQ SQUARE ~w
FH FIRE HYDRANT ss STAINLESS sTEEL 2. EROSION CONTROL PERMIT SHALL BE MAINTAINED AT CONSTRUCTION SITE AT ALL TIMES. ~
FIN FINISH ST STREET
FLG FLANGE sTA STATION 3. ROCK CHECK DAMS SHALL BE INSTALLED PER DETAIL. SURVEY WATER ` ~ ~
FM FORCE MAIN STD STANDARD EXISTING NEW EXISTING NEW ~ ~
FP FIRE PROTECTION SYM SYMBOL 4, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE BENCHMARK ~ WATER VALVE ®4 ~ ~ W U ~ ~
DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. FPS FEET PER SECOND TEMPORARY BENCHMARK o WATER METER ~J
FT FEET T TANGENT U ~ ® CONCRETE MONUMENT O BACKFLOW PREVENTER
FTG FOOTING TBM TEMPORARY BENCH MARK 5, MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AN6 CLEAN OUT TRAPS _ ~ SOIL 80RE LOCATION L PLUG C ~
TCP TERRA COTTA PIPE AND/OR CHECK DAMS WHEN HALF FULL. ® IROM PIPE ~ YARD HYDRANT
G GAS TDD TEMPORARY DIVERSION DITCH GA GAGE TEL TELEPHONE 6. AS CONSTRUCTION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED t] HUB & TACK I-~, FITTING I-y
GAIV GALVANIZED TEL PED TELEPHONE PEDESTAL OR AS DIRECTED BY ENGINEER. ® NA1L ~ - WATER MAIN - ~ -
~ GM GAS METER TEMP TEMPORARY o NAIL & CAP FIRE HYDRANT
GPM GALLONS PER MINUTE THK THICK 7. SEED AND MULCH DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF DISTURBANCE. SEED AND MULCH ASSEMBLY ~y ~ PK NAIL t:l AlR RELEASE VALVE
GR GRADE Toc ToP aF CURB DISTURBED AREAS WITHIN SEVEN t7? CALENDAR DAYS FOR ANY SLOPES GREATER THAN 3~1, ~'ssa.s SPOT ELEVATION ~ BLOW-OFF
GV GATE VALVE TOP TOP OF SLOPE
GYP GYPSUM TOW TOP OF WAIL B. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY LAND QUALITY. UPON APPROVAL OF SITE
STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA,. AND TP TELEPHONE POLE D AND MULCH. PERMANEN O CONT O D IC S S BE INSTALLED AND APPROVED SEWER EROSION CONTROL
HCP HANDICAPPED TRANS TRANSFORMER SEE TER SIGN R L EV E HALL BY ENGINEER.
~ HT HEIGHT TYP TYPICAL EXISTING NEW EXISTING NEW
HOR HORIZONTAL 0 MANHOLE - DITCH / SWALE
HP HORSE POWER U/G UNDERGROUND o CLEAN OUT STONE CHECK DAM
~ HWA HIGH WATER ALARM W - ss - SEWER LINE
HWL HIGH WATER LEVEL VC VERTICAL CURVE I ' HYD HYDRANT VCP VITRIFIED CLAY PIPE - FORCE MAJN INLET PROTECTION
~ VERT VERTICAL SILT FENCE i. r
~ ID INSIDE DIAMETER VOl VOLUME UTILITIES TEMP. SEDIMENT TRAP
IN INCH VPC VERTICAL POINT OF CURVATURE ~ i~ EXISTING NEW
~ IN/HR INCHES PER HOUR VP1 VERTICAL POINT OF INTERSECTION
~ INF INFLUENT VPT VERTICAL POINT OF TANGENCY APP POWER POLE
~ INT INTERSECT ?`fsP LIGHT POLE VEGETATION
INV INVERT W/ WITH a~ 3c~Y GUY WIRE EXISTING NEW
~ IPS IRON PIPE SET WL WATER LINE GAS MAIN DESIGNED BY;
ISL ISLAND WM WATER METER - r - TELEPHONE TREE LINE /WOODS JAC
j WT WEIGHT -voc- FIBER OPTIC CABLE ~'""""V` HEDGE /SCRUB LINE DRAWN BY:
~ ~ JB JUNCTION BOX WV WATER VALVE i TKIEBM
I' WTP WATER TREATMENT PLANT ~ " KWY KEYWAY WWF WELDED WIRE FABRIC STORM DRAINAGE AGRICULTURAL FIELD !CHECKED BY.
Q WWTP WASTE WATER TREATMENT PLANT EXISTING NEW o
n ' lF LINEAR FEET DECIDUOUS TREE WgJ
~ L LENGTH YI YARD INLET INLET ® ~ PROJECT NO,.
R FLARED END SECTION P ~ 3a5~ ° D ~ 3
Q r~ O MANHOLE CONIFEROUS TREE II DATE; ~ I, JULY 2011
SHRUB
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i NEW CONSTRUCTION ENTRANCE EoP a wer dire T ~°P R©ad ~R ~13~ S ,ke Pa~,nd s ire Found SEE DETAIL SHEET 8
' Spike Found SEE DETAIL SHEET ~ ~ EL=291.94 CONTRACTOR SHALL LOCATE EX. 12" ~ f-~e29r.~~ =291.14 CONTRACTOR SHALL LOCATE EX, 12"
.1.E OF 1811 RCP RR sprke Found ~ ~ GATE VALVE & PLUG, REMOVE PLUG _ ~~CC_- RR spike Found GATE VALVE ~C PLUG, REMOVE PLUG
o C_- ~ 0.75% Ec-289.71 q , - WATER LINE EoP ~ ~ 0.75/. ~ "DATER LINE eoP
m I ~ - - CLASS BRIP-RAP INV®288,50 , INV 288.50 - - TO TANK LEND CONTRACT II / BEGIN - _ _ CLASS GRIP-RAP TO TANK (END CONTRACT II / BEGIN
:~.~0", ~~D®1' 291.20 -~-,R - 291.20 _ , CONTRACT IIU -~~R-~ ED 2s~.2a~'~~, _-=~~9-_'~!=~?~,~~~~ CONTRACT 11p
- oP EP - , , _ _ _ ~ - - ----DAB-~_~TYP.) u_ o -0---------------C/L DAPS,: t,TYP.} ER = - , - ` - - -
NE~~.12 90 11 .35 .35 NEW 12 WATER LINE 35 BEND NEW 12" WATER LINE ~
BEND - 9 s IN CONTRACT 2 ~ ~ IN ca I NTRACT 2 EaP
EDP . - - - . ~ - ~fi5'_OF
R/W ~ R/W W ` , , , 1CJ'k nv=285.87 10~k 2~, i ~ ~ 2 ~ - In ~ 85.87
- ~~~Si - lnv=285,32 S/~h - _ _n____. 9ht Tric, I E(P - ` - . ~ Ex. /RCP Tri4~9ie ~ - ' V i1 v~ - _ T 1 _ ' e _ _ ~E~X R~P
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~ 286.00 EIP FO N EIP FOUND I t ~ U D I i ~ INT DI COORDINATES, (NAD 83) X
COORDJNATES~ WAD &3) 91 / 10 , ~ ~ 1'''- 10 ERMANENT N• 784,763.40 N• 764,783,40 -L_ ~ ~g ~ _9 E• 2,263,484.73 ~ sr ~ ~C~----,..~ ~~-X 10 10' ERMANENT ~ e, ~ LESS EASEMENT
E• 2,2s3,48o.73 ~ LESS EASEMENT EL.• 2sD.s9 EL.° 290.69 'b ~ ~ I I I 11. ~~y P]EW DI ~ ~
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I N~ 291.42 ~ o NEW UTILITY ~ ~ 291,42 ~ ~ EIP FOUND I o ~ r ~ ~ Eip FouN~
~ P LE/LIGHT I S O Ex. 4$ GOORDINATES• tNAO 83) GS ~ ~ ~ C40ROINATES~ fNAD 833 Ex. 48" N* 754,749.36
h 20• ® ~ N• 764,749.36 I iw ti 291.s3 w NEW B LLARD Tree sump E• 2,263,662.15 ~ ~ w 20' ~ %i ~ Tree Stump ~ E= 2,763,582.15 W EL.- 288.07 w f, l4'NighJ ~
20' MANUAL EL.• 2a8.o7 20 MANUAL ~ t4'NighJ I ~ + I cs CTYP.OF 2} 4RD ~ i
SLIDE GATE ~ ~ SLIDE GATE NEW BOLLARD ~ a o ~a - ' ~ ~ tTYP.OF 2} o 'o, e } ~ f I I .
r, ~ ~ 286.72 3 ~ NEW ~
291,43 ; ~ 291.43 I Og I GS Z T i ~ I ~ z CONT~~OL iNT DITCM i
291,62 291.62 j - I Ex. Bldg I 291.83 i Ex. Bldg ~ PANEL ' , NEW CONCRETE
~ ~ % ~"-F--NEW CONCRETE X 0S ~ ~ j 291.25 GS GS eC` ~ ~S ~ HEADWALL W/ FLAP ~ li;
ADWALL Wl FLAP I i ~ I 291.50 ~ HE cs cs r - ~ VALVE, SEE DETAIL, N W ENCE W/BARBED I w
I w ~ I ~ ~ T H 291,50 ~ HIS S EET WI TOP (10' INSIDE FRONT I cs w VALVE, SEE DETAIL , ~ l'~ W ENCE WIBARBED ~ ~ ~ THIS SHEET ~ ; WI TOP 110' INSIDE FRONT
I / I, TOP HEADWALL ®89,17 ~ f 2s~.2s ~ cs TOP HEADWALL 289.77 ~ PROPERTY LINE}
Pro ert or ~ ~ PROPERTY LINE} Property of INV 8" DI.287,17
Brent A. Glover ~ ~ INV ~ DI ®287.50, Brent A. Glover I I ~ ~ ~ 20~ DB 1059 Pc 530 20 ~ ~ „ TREE TO BE REMOVED DB 1059 Pc 530 z 20 ~ TREE TO BE REMOVED z ~
~ / 1 I NEW 8 DI OVERFLOW' I I ` (BY CLEARING AND ' NEW CONCRETE ~ I BY CLEARING AND o ~
291.49 291.10 ~ ~ / (SEE DETAIL SHEET 291.4s 291.10 \ r ~ ~ GRUBBING I J ~ GS ~ G SPLASH PAD GRUBBING Q w
GS G ~ ~ i . I ~ ~ I I NEW 8" DI OVERFLOW ~ ~ ~ ~ F1P ~ ~
~ - ro ~ i~ i ~ I - - NEW SILT FENCE r = r a
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E- ~Fobacco ~ I I ~ Barn ~ NEW AI~TITU NEW ALTITUDE ~ ~ E-x rohacco~ t~ ¢ tl) Barn ~ w
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e~ ~ a a he o PROPERTY LINE ~ E1e d T e o fr' t E r T I I~ B c o ectri I , e Rel a ~~head ~feefrrep/ ~ Guy 1 PROPERTY LINE ~ ~ ~
Pn'o e RelocQted cal pr'o9res ocated by I 9ress Ener by I s Energy 9y~ ,press/Energ ~ ~ ~ ' t.1 ~ ~ Y r ~ ~
l
I % P f I ~ roperty o hIEW ELEVATED WA ~ x I NEW ELEVATED WATER TANK Bonnie v. Priee I ;'(SEE CONSTRUCTION _EVATED WATER TANK i ~ ~ Property of Q w ~ i~
iEx; Overhead ct ical I (SEE CONSTRUCTION NOTES) DB 918 Pc 655 ONSTRUCTION NOTES ' Bonnie v, Price ~ s ~ ; Ex1 (Jverhe©'d ct ical Q e ~ W u~ D8 918 PG 655
I I SHEET 5} Fir' , x. shelter I PP dye f k 5) PP `Ex1 p [ x. Shelter ~ ~i ~ ~ ~ LLI ~e~~, ~ r ~ ~ V'1 ~ ~
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I ~ ~ BARBED WIRE TOP I a ~6 BARBED WIRE TOP ~ a ~ Ll.l
I I C5 INSIDE PROPERTY LINE, TYP.} o f f E .Tobacco X cq I (5` INSIDE PROPERTY LINE, TYP.? r ~ F z w r E Tobocco X m ~ ~ ~ ~
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FUTURE CHLORINE 30" x 36" ALUMINUM
24° ROOF MANHOLE ANALYZER HATCH ABOVE
24" VENT ROOF LADDER W/OSHA EXHAUST FAN
COMPLIANT SAFETY ~ EXHAUST FAN
MANHOLE CLIMB DEVICE 4

48" MIN. DIAMETER 36" x 48" HATCH OVER
TANK INLET FUTURE ALTITUDE VALVE ~
OVERFLOW 12" DUAL DISC WAFER I I
ALVE CENTER RISER PIER AND FOUNDATION ELEV. ®420,0 STYLE CHECK V tSEE SPECIFICATIONS FOR I _ I ~
~NCGS) TANK LETTERING REQUIREMENTS) 1 i I - i ~ i i Lu
~ OBLATOID SHAPED TANK, i i o tSEE SPECIFICATIONS FOR i I i___-_- a DISMANTLING ~ ~
SEE SPECIFICATIONS FOR ~e REQUIREMENTS) JOINT
NTS i ~ ~ REQUIREME i i I LADDER RUNG i ~ 12"x12"x12" TEE ~
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o INSIDE TANK LADDER ~ i INLET/ _ET/ , 12" G.V. tOS&Y) i tTYP, OF 3~
i OUTLET O I ~ ~ JTLET i {TYP, OF 3? i
~ 36" WIDE BALCONY I i
~ 42'" HIGH HANDRAIL W/ , i - -I- - - i i _ TO WATER MAIN
~ I , I ANTENNA MOUNTING ~ ~ ~~~~SEE SITE PLAN
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I 1.1
I I I I ? _ c I I 12 90 I _
1 I Nit TES> I'I I BEND ~ I
~ 1 1. PROVIDE WATERPROOF SEALENT II I 12" x 8"
AROUND L/B PENETRATIONS ~ REDUCER
I INTO VAULT iI i r ~ ~ 8.. G,V. ~
I I) I I 2. CONTRACTOR SHALL COORDINATE I tOS&Y) I
I SERVICE POLE LOCATION WITH ~ SUMP PUMP r
III i , I UTILITY CO. i _ I I I -
I1 I I
I , i 3. PROVIDE HEAT TAPE ON SUMP II I 1 If2" SCH, 80 PVC SUMP DISCHARGE.
I I ~ I DISCHARGE PIPE AND PIPE I , I EXTENSION FOR HOSE B1B ~ - - PROVIDE PIPE CLAMPS TO WALL 1' ALUMINUM VENT ~ ~
ICI I ~ I PRESSURE GAGE. PROVIDE No. OF FROM TOP ~ BOTTOM
1'I WRAPS AS RECOMMENDED BY HEAT II 8" D.I, DRAIN PIPE W/ INSECT SCREEN G & DAMPER `j
TAPE MANUFACTURER. tTYP, OF 3? ,u
i ~ II CONC, SPLASH PAD
w I , I 4. CONTRACTOR'S OPTION TO USE A II 1 CE ISER PIER -PLAN VIE
~ III PRECAST VAULT IN LIEU OF 1 ~ I CAST-IN-PLACE CONCRETE= SUBJECT 5 SCA~E~ 3/a~~ Q z
~ I I TO ENGINEER APPROVAL. ~ ~
III w I'I I
~ 11 ~ 5. ANNOTATION DESIGN WILL BE THE ~ I,i ~ NOTE oac ~
I I RESPONSIBITLITY OF TANK ROOF EXHAUST FAN~260 CF SLOPE TOP OF CONRETE Vie" /FT. ~ ~ FAN'• 260 CFM AT 0.5 STATIC FROM CTR. TO 4 SIDES. MIN, 7" THK, ~ ~
= III ~ I , I CONTRACTOR, PRESSURE. II4 HP PROVIDE ~P PROVIDE WITH BACKDRAFT ~ z o
= iI i DAMPER. INSECT SCREEN, DIS I~I SCREEN, DISCONNECT SWITCH ~ ~ ~
a ~ ? ~ I ~ PREFAB CURB, GREENHEC~ 3,GREENHECK MODEL GB8-4, 2 EXTRA ~4 ~ ~ " ¢
I i INTERCONNECT WITH REVERE ~ 1' WITH REVERSE ACTING THERMOSTAT. SIDES OF OPG. ~ w
o ~ I 1 a~ 12 x 12 TEE ALUMINUM HATCH 3'-O" X 4'-O" ~ ~
~ ~ RISER tMIN. ~ e ~ ~ w 48" DIAMETERS TOWER LADDER W/ *4 ~ 8" WITH OUTSIDE ~ INSIDE LATCH ~ ~ EACH WAY HANDLE HASP. ~ ~ ~ ~ ~
~ '1 Q I , I OSHA APPROVED
x ~ 1 I SAFETY CLIMBING 12" DUAL DISC WAFER a 1~1 DISC WAFER MH RUNGS ~ ~
~ 1 ~ I DEVICE STYLE CHECK VALVE ~ ~ 1 I ~ BECK VALVE ~ 12" O,C, ~ ~
a o Q ~ ~ , i 12 INLET/OUTLET PIPE i ~ EL, 294.50 ~ w ~ L~
Il ~ O
~ I,I ~ i 0 ~
- i i ~i i~ Pf ° Iii i ~ ~ G~ PRESSURE SUMP I- ~
t i ~i ~ I i 1 ~ tT GAUGES ~ DISCHARGE FIN. GRADE ~ ~ ~
Iii tTYP>) EL, 291,50 ~ ~ ~ ~
p i i 5x12 HOSE BIBS tTYP.} U z 5"x12'° ALUMINUM ~ ~ Ll3
~ I I ' ' AIR DU ~ Ili 12 G,V. tOS13~Y) = W AIR DUCT W/DUCT cn >
~ I ~ I SUPPOI SUPPORTS ~ tTYP. OF 3) ~ ~ ~
II I i ASS BR BRASS BALL DISMANTLING ~ ~ JOINT c
Iii I , VALVE VALVE (TYP.) ~ ~ ~
li ~ I'B w
III - - -
1,1 II ~ ~ ~ ~ ~ ~
iI ICI W
III II ~ Q
I ~ I ~4 ~ 12" E.N III PIPE SUPPORT ,SLOPE TO SUMP EL, 285.25 ~ 4 ~ 12" E.W,, Ts~B
I 9 P
I'I I 0
ICI I
II I PROVIDE Ih"'
I 24" DIA. COLUMNS CENTER RISER PIER AND HARDWARE CL 'ROVIDE IJq" SQUARE MESH 3" CLR. HARDWARE CLOTH REGISTER
II I ' I FOUNDATION REINFORING ~4 ~1O E,W, DOWELS
I ~ I 2'-0" BE DESIGNED BY TANK 1 , I TO 2'° SERVICE SADDLE SAME AS MAIN STEEL 2-*4 TIES IN
RISER ~ I=~~ MANUFACTURER'S ENGINEER. ~I „ C/L FIRST RUNG W/DRILLED BASE SUMP PIT-18°' CONC. PIPE SUMP PIT WALL
LADD R , i_ tTYP.OF 2) ENCASED IN CONCRETE
~ ~~i-
~ ~~1= ~ NOTE PRESSURE GAUGES S~ GAUGES SHALL BE COMBINATION GAUGES 0-150 P,S,1. & 0-300 FT. SUBMERSIBLE SUMP PUMP-10
~~I_ a ~ W ~ ~ MIN. 48 DIA. GPM ~ 15 FT. T,D,H, W/
~ ' o ~ CENTER RISER i ~ ~ ~ i AIJLT ANQ CENTS ISER PIER SECTI® W P©CAOR FIBERGL ~~TROL
APP OX. FOUNDATION ~ ~r 12 D.L INLET/OUTLET PIPE ~ 3 u - r i~ _ FLOOR GRATING>
PIER ELEV ®29 .0 + ~ . 2 _ SGALE~ Ja - 1-D ,i _
1" CONC. GROUT
I I APPROX. GROUND ~ ~ ELEV. ®291.5 ±
~I I~ ~ ° , . i RISER MANHOLE TANK OUTLET ~ ° " ~ i ,
~ d. a d~a, (SEE DETAIL THIS SHEET> L RISER C N m q' ° iER C N !AC ESS T
~ MJ TO FLANGE ADAPTER
~ FOUNDATION PIER - ° . , ~ ° ~ FIN, GRADE ° d ~ DESIGNED aY:
/>T / ~ ~ ~ \ ~ ~~o ~ / f f ~ ~ , ~ ~ ~ f aa~a ° ~ ~ ~ , &5o JAC
~ ~~,a,ao f ~ ~ , / i v ~ ~ ~ f,,/ ~a~~ ~ ~~.ad~ f`~ I DRAWN BY;
o ~ ? ~ q. 1, TKIEBM
12 D,I. INLET/OUTLET PIPE ~ , ` L VE ° E L ~ ~ ROOF ATCH BALCONY ~ HANDRAIL W! CHECKED BY.
0 d ~ , ~ ~ ° INDICATOR q ANTENNA MOUNTING Wg~
d ~ ~ - ° , . 2"x4" KEYWAY " CAPABILITY tMULTI-COLUMN VENT TANK ONLY? PROJECT NO.:
4 v. v N ~ a ' , SV d' d 3050-D~3
5 NOT TO SCALE a . TOWER LADDER v ,
a DATE,
(y,. 4 ~'a P ° ROOF LARDER ~ JULY 2011.
q a q ° q~ d~ a e a d t V ~ ~ , ° ° a d. ° _ d BALCONY MANHOLE o o+ p`~ ,SCALE; 0 0+~
~ q d a q ° .CONCRETE ti ~~pp~~ AS NOTED
THIS SKETCH IS INTENDED TO SHO THE 9 . ° d , ° , , . , ° , , ° ~ BASIC LOCATIONS OF APPURTENANCES AND ° ° d ,
~ ''d a , a d a , ~ IS NOT INTENDED TO RESTRICT THE EXACT ° ° d . a ° q a . ,q
Q n ~ 6. p < d , a q a a ° ° ~ .a a. 9 ~ LOCATIONS OF APPURTENANCES OR THE , nn~~ d 9 ~ d 9
~ W aATti® r' hn nl l el1A /fir T AA1lf /ll181T1'1 aI'1Th!'1 r
U U J I T Lt un zimArt ur I HiNt\. lrulV I rCAV I um SHEET OF
SHALL REFER TO THE SPECIFICATIONS FOR
SIZE, MATERIALS AND OTHER REQUIREMENTS U o FOR THE APPURTENANCES.
o~•~~ Q
U~,dL K-33-~ RISER SECTION coo`Q 'I-COLUMN A LA VIEW
r U rJ N.T.S. 5
UU ~U~ 5 T.S.

_ ~ , X5.64 °

HANDRAIL W/ ANTENNA BELL DOOR
MOUNTING CAPABILITY ~ i
r
PRESSURE-VACUUM ~ RAINPROOF ~ - -
ROOF HATCHES RELIEF VENT / ~ ~
/ ~
VENTILATION HATCH k / r` ~ ~ \
TOP CAPACITY LINE ~ l / ~ ELEV, ®420.0 ~ \ ~
/ / ~ V '~I ~ \ ~
~ / ~ ~
~ f \ ~
C~ ~ ~ ~ TANK LETTERING / l ~
~ tSEE SPECIFICATION FOR / \ \
12" DUAL DISC WAFER ~ REQUIREMENTS) / / \
STYLE ECK VALVE ~ ~ SPHEROID SHAPED TANK, / \ \
SEE SPECIFICATIONS FOR / f ~ (TANK INLET) RE UIREMENTS
r Q / / i ~ ~
~ / W 6O IA. ACCESS TUBE s \
~ / /
z IN E TANK ~ ~c
~ ~ LAD R 1NSlDE ACCESS ~ / 4' MIN. ~
° TUBE LADDER ~c 1 SPOOL PIECE ~
w = TANK OUTLET ~ ~ "
fSEE DETAIL THIS SHEET) I LOCATION OF FUTURE ~ ~ ALTITUDE VALVE ~ -
18'" x 2~" PAINTERS VENT ~ 12" GATE VALVE {OS~Y, TSP. 0'F 3)
~ ~ ~ ~ 24 DIA, TANK MANHOLE 1
w PAINTERS RINGS 12"x12'" TEE {TYP, OF 3)~
t ~ ~ 2' MIN. `
w r- ~ CLEARANCE `
~ ~ ~ TOP PLATFORM

= 24 DIAMETER RAINPROOF W/ 30 DIA. MANWAY ~ (.7 J = w SHAFT DOOR ~ TO WATER MAIN
~ ~ (SEE SITE PLAN SHEET 35)
~ ~ p w
- SHAFT ~ _ ~
a I w ~
~ 12" D.I. ~ cv ~ ~ ~ ~
~ INLET/OUTLET 8" D,I. OVERFLOW 1 x ~ PIPE DRAIN PIPE 12"-90°BEND
~ ~ ~ 12" INLET / t ~ ~ 2" INLET /OUTLET ~
~ J MANWAY PIPE 'IPE ~I ~
a ~ d O ~ t ~ ~ ~
_ CONDENSATE CEILING ~ r ° ~
u~ ~ W/ DRAIN ~ - ~ 12 -90 BEND ac w
~v ~ \ 12"x8" REDUCER ~ v ~
\ ~ \ _ ~ l f ~ ~
Q "DIA CORP. \ SLOPE FLOOR TO DRAIN TYP, %a , ' P 8" GATE VALVE 3 DIA. FLOOR ~ a Y,
STOP ~ HOSE BIBS \ 1 {OS&Y) DRAIN ~ ~ ~ w
BELL LADDER \ NEW 12'° TEE ~ / U7 J
BELLOWS EXPANSION ~ NEW 12 x8 REDUCER- \ ~ ff l CONCRETE FOUNDATION ~ ~ w ~ f / WALL ~ 2 ° ~
JOINT NEW 8 GATE VALVE \
\ \ 8" D.I. f BELL DOOR 8" D.I. DRAIN PIPE ~ f TANK WALL ~
\ \
~ f ©o ~
\ \ {COMBINE OVERFLOW ~t~'1, / / CJ ~ ~ ~ ~
\ \ 8"x8"TEE 4COMBINE C TOP FDN, ~ LINES) \ / / ~ ~ ~ ~
ELEV. ®292.0 \ ~ DRAIN LINES} ~ APPROX. GROUND \ ~ 4 DIA. D.I. PIPE ~ W ~ ~ ~Y//,/// 1.00% M?N. SLOPE ~ ~ _ ~ p
ELEV ®291,5 \ ~
~ ~ ~ ~ 3 MIN. ~ 8';x4" TEE ~ W ~
\ ~ FINISHED GRADE CONCRETE CVR. ~
SUPPORT ~ ~
NEW 8x8 TEE
~
BURIED ~ J Q
THRUST BLOCK RINGWALL ~
BELL -SEE NOTE 1 OPENING _ ~ ~ 10.04° p ~ 7-
{SEE NOTE *2} PILE FOUNDATION
SEE NOTE 1 NOTES ~ ~
TO DRAIN 1 OVERFLOW LINE OUTLET
{SEE SITE PLAN, SHEET 35) 1. COORDINATE LOCATION OF TEE/BEND ~ ~
WITH DISCHARGE LOCATION OF OUTLET
3 T L I PIPE,
~ ~7T T L 6 SCALE 3~g" ~ 1' SALE; 3/~~~ ~ 2. FLOOR DRAINS TO BE 3 INCH J.R. SMITH
g NOT Td SCALE MODEL "'2005 OR EQUAL.
c s
12"-90°BEND
PRESSURE GAUGES ALTERNATE TANK NOTES 1RE GAUGES {TYP.) HOSE BIBB {TYP.) TANK WALL
i BRASS BALL VALVE (T LL VALVE {TYP,}
~ 1. DIAMETER OF SUPPORT BELL AND DIMENSIONS OF a~ , ' DISMANTLING
60" ~ ACCESS FOUNDATION SHALL BE DETERMINED BY THE TANK 12" INLET/OUTLET Plf `/OUTLET PIPE i JOINT
~ TUBE CONTRACTOR BASED UPON THE SOIL BEARING !"-90° BASE ~
SPECIFIED AND THE RECOMMENDATIONS IN THE 12"-90° BASE- D ELBOW _BOW 12" DIA. D.L PIPE
- ~ SOIL REPORT. ~f, 2 12 DUAL DISC (FL x PE)
WAFER STYLE 2. OPENING IN RINGWALL SHALL PROVIDE CLEARANCE
CHECK VALVE ~ FOR FLANGED PIPE. OPENING SHALL BE A NOMINAL 6 THICK CONC. FLOOR FLOOR TOP OF FOUNDATION
cn ONE INCH LARGER THAN FLANGE DIAMETER. DO NOT (8x6 W2,9xW2.9 WWF} 9 WWF) I p ~ EL. 292,0 DESIGNED BY; JAC
' GROUT OR CAULK AROUND PIPE. a ~,q ? V . 9. 1 Q' ~ 0 4 C
2-12"x12" E ~ ~ 3 NON-FREEZING WATER ~v C DRAWN 8Y, . ~ o ~ ~ . ' , v . a ' v
~ DRAIN VALVE AND DRAIN FOUNDATION DESIGN WILL BE THE RESPONSIBILITY ~ OF TANK CONTRACTOR, ' a , . _ _ FIN. GRADE _ TKIEBM v v_
LINE (TO BE INSTALLED ~ ° ' a ; ' a. a ' d EL, 291.5 '.9 " CHECKED BY: a
O PER MANUFACTURERS ~ ' ° ' °o °Q ~ ~ ° ° 4, PEDESTAL AND FOOTING AND/OR FOUNDATION o ~ a o a ~ v ~ ~ 4VB~ v. ~ I ~o. ° Z
~ SPECIFICATIONS} DIMENSIONS AND CONCRETE REINFORCEMENT SHALL 11 , ~ v . ' ' ~ a . G 4 'PROJECT NO:. . c a _
o 12 INLET/OUTL BE DETERMINED BY TANK CONTRACTOR. ' q a ~ ° 3050 ° D ° 3 e r .
~ PIPE ~ ~ i~ ~~~r ~ ~ ~ q~ ~ o ~ ~ ~ BURIED THRUST UST q a D.I. `DATE:
~ 5, CONSTRUCTION JOINTS SHALL BE ROUGHENED ACROSS ~ ~ BLOCKING
8" ~ OVERFLOW ENTIRE FACE WITH/y" MINIMUM DEPTH INDENTATIONS. p. 4 ° ° Q i PIPE 'Q, ° ° 8" MIN. COMPACTED STONE, TYP. ADJUSTABLE PIPE DRAIN , , NEW 12" D.I. TO JULY 2011w 'P. SUPPORT -SEE STAND " " 4 ~ WATER MAIN
~ 6, THE TOP OF RINGWALL SHALL BE LEVEL WITHIN f~" ~ ~ ~ d~ SCALE; DETAIL, SHEET 9 a a " AS NOTED
~ o ~ + ~ ~ y. e . SUBGRADE COMPACTED ~ ' 2 T CUTLET IN 30 WITH A MAXIMUM DIFFERENTIAL OF _ BETWEEN . 4 {TYP. OF 4) a 4
i Q . ~ . a. PER SPECIFICATIONS 9 v
s NOT TO scA~.E ANY TWO POINTS OF THE CIRCUMFERENCE. c ~i t 9 , a CENTER RISER PIER AND AND ' ' v
~ ~ ~ FOUNDATION REINFORCING CING THRUST BLOCK
,.i ~ ~ T(~ BE DESIGNED BY TANK TANK A n :
c MANUFACTURER'S ENGINEER. GINEER. 12"-90° BEND SHEET 0 OF
(MJ WITH RESTRAINT)
O O L
Qc) ~ OL\ EN, 'd ENTER RISER PIER ® SECTION 6
w C- ~ S SCALE: SCALE:I 1'

p
i
1'-G" MIN. "f FINISH GRADE- / r'-0" MIN. ..0.. ,C^ l '°ra:a';~ ,
FINISH GRADE ~ (II~~~~,~-~~li~ 1'-O" MIN. icn~Yi REINFORCING
PIPE DIA + 2~-OW PROVIDE 4 Mil POLYETHYLENE 4 °5 U BARS ~6:, c,•d~, °tr';°a., 4 °4 CROSS BARS / Apa'° o =zo.^'°
AROUND P)PE TO PREVENT ~I `~I _,i~ CONC. FROM BONDING TO PIPE. „A„ II ~ II ~ I,~1~1F~ *y CO)
3 CLR z x . a ° ° L- II : ~ ~i~l~i~~ TYP ~ A ~ a ,~a_ ~ ~ PIPE & I _II IIF= f~ MAKIMUM ANGLE 3O° °.Q9, z 4 _ f~ B~~ MIN.
w ~ ~ ° GONG. I_ I(' #4 11 ES ~ 2 -0
1'-6" GREATER THAN OUT- ~ n Q' ' A III _ I I SIDE DIAMETER OF PIPE I - I - - I RADIUS TO NCDOT #5 OR #57
AT TOP OF PIPE I I- I_I ~ 4"MIN. ~ I[ I ~ AGCOMODATE WASHED STONE cC
~ „A„ -II~II~ i~ll~ I~I ~ r' P LARGE TRUCKS
I~ D D D ~ ~ 1' ~ / f~f NEW CONSTRUCTION
Q p ~ ~ CTIO~ "A-A'• f 1OO° MIN.
~ ~ Q AROUND PERIMETER CONC.THRUST BLOCK EXISTING 70® MIN. 30' MIN,
N 4"MIN GONC.TO BE POURED SECTION "O-C" ° gp° AGAINST FIRM ROADWAY
+ ~ UNDISTURBED EARTH ~ - - - - - - Q 3000 P.S.I. CONCRETE ~
~ o P MIN. BEARING AREA OF UN- - ( DISTURBED EARTH REQUIRED
W Q - TO HOLD LINE IN PLACE ~ o p FOR FITTING AS LISTED SIZE OF CONCRETE BLOCK OR CUBIC ~
- IN CHART. FEET OF CONCRETE VERTICAL ~ o ~o p A TOTAL RADIAL THRUST m T VERTICAL BENDS-THRUST 150 P.S.I.
p ~ PIPE, SEE PLAN WEIGHT, C.F. OF CONCRETE 150 ANGLE TOTAL RADIAL THRUST - LB5. ~3~ MIN, 1Z" MIN. ANGLE 4~~ PIPE 6" PIPE 8" PIPE r2" PIPE SECTION
o D o FOR SIZE ~ . ~ SQa FT. BEARING AREA 11 $END 11 ~/q° BEND 750 950 1,loG 3,500 N~TEJ~.
FITTING 4" PIPE 6" RIPE 8" RIPE 12" PIPE 221/x° $END 1 eEND r,ooo r,BOD 3,000 7,sDO ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UN11L SITE IS STABLIZED.
90° $END 1 3 5S 4D.8 3D° $END 1, 3O° BEND 1,250 2;540 .4;000 9;500
D.E. OR TEE 1 2.5 3.8 31.5 45° OR LESS 1 2 3 22.1 2.} GONSTRUC110N ENTRANCE SHALL BE PLACED FOR MAXI MUM U11 LI TY BY ALL ' ~
EXCAVATE AS NEARLY VERTICAL AS POSSIBLf CONSTRUCTON VEHICLES.
3.} PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE.
4,} ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED ^
RE ISIONS E I I N AND CLEANED IMMEDIATELY.
A I A
~ ~ T
L 1 4 A ST ~1CT10 EASE
NTY NOT Ta SCALE STD. NO NTY NOT TO SCALE HASH CaU g HASH COU 9 NOT TO SCALE 9 sTO. rro. g NOT TO SCALE
STANDWRDS ~ ST4ND.~RDS - 1.05
I, ~3 ' t~
PROVIDE 2 SY OF NGDOT
CLASS ARID-RAP A
~ VARIES ~o a ~o ARIES MIN. OF 1 FT. THICKNESS
SEE NOTE 1 NOTE 1 ~ ~
~ ii O ~
4 ~~~~C~o~"L_fC~~~Uc~ d D 3 2 2 3 0 ~
2" ASPHALT \ ~ ~ ~ III if\ TOP OF CHANNEL ~ ~~~i, A Q, d°~~~a~ n a~ A 6" 15 24 36 z ~ ~
SURFACE COURSE ~ TOP OF t
F co y f~ f ~ Q aod~a°a o c~ ~ 80~ 17 26 42 ~ ~
~ BRACE RAIL 1O -0 10 O r - tg r f ~~`~~`~~`j ~ ~Q ~n°o~~~'o ~ a ~ 10" ZO 2$ 50 ~ ~ ~ ~
" ) ~ ~ . j0 i ~ ~ ' O. V~ 1f dJA .,+L1~, -~~1~-~rn ~ ~ ~ ~ 4 OR SMALLER ~ , c~a
LINE POST ~ , /i ~s _ ~ _ ~
o ~ , 1~_O~R SLOPE 1~_0~~ ~ ~ r-~r
I /q i~ ~h~-'` o~ iv I° PLAN <g ~ rz ~ w
y ~ ~ ~z f~
_UfII..,a - , _ -I (-i I I- ~ a j` I Ill I ~`1J; ~ ~ ° t~
,x ~ ~ ~ ~ ~ v ~ ~ v .TENSION wiRE NCDOT CLASS °°A°® STONE 1 o.a. ~ ELEVATION ;NATION FLAP VALVE S~~ FIN, GRADE a '
TIE Raa .3~s' 7cA (2 TO 6 INCHES) ~ w~
6" COMPACTED - -1! I.I I I.I I I-VII=1 ~ ~ ~ ~ iii=~~~=iI~II1=1IG
CRUSHED STONE SEE NOTE 1 m s -III-III-( ~ ~ ~
~ ~
"T P 4 0 COMPACTED SUBGRADE o _ a::
SOIL N o CONCRETE FILL ~~p~' ' 2. ~c~ R A ~9R ~k_ 4 TYP. ALL POST ~ J~ o ~o Q~poo ~ _z ~ ~ to - R ~ O a a p~o a ~ ~ w
FLOW ~ ,
12° ~~a- . ~ ~ N ~l__IC~aQ jai i~jl III I~ ~II ' ~ ~ L9J
~ ~ , / / -III I I'hI II III-1 ~ -
SECTION -III-111= r' ~ ~ :CTION 12" o ~
NOTES: ~ ~
ro WIDE SHALL USE NCDOT ~1 STONE _ ~
1.? CHANNELS OVER 6°-D~ WIDE SHALL KEYED INTO SIDESLOPESQ FACED ' SECTION A-A 'ESQ FACED WITH #5 WASHED STONE. d
~ ~
5 6 7 s ~QNRTE HEADWALL
NOT TO SCALE g NOT TO SCALE TO SCALE 9 9 NOT g NOT TO SCALE
b h,
I TANK COLUMN (LEG) M~
U
0 i

o FLAP VALUE-M AND H v OVERFLOW
I STYLE 47 OR EQUAL PIPE

v
8'-0" W x 16'-0" L NCDOT CLASS B STONE, 4' W X 4' L X 0.5' D DESIGNER BY.
A MIN. OF 1 FT. THICKNESS CONCRETE SPLASH PAD FLANGED JAC
~ - ~ BASE-L DRAWN BY.
n ~ ~ ~ 90 BEND TKIEBM
0 p D CHECKE© BY:
°'p O a0•a a a.a o0'a a. ad'e _ p,a 0. O`a O'a fl.a od•a e a, ~rBJ
~'1 l/% as Oa Op Oa O~/~ O a Oa Oao Oa pao \ Oa O, p° O. Oa ~ gip, 4a °Oa Oa Qa Oa OO PROJECT NO.:
~ ~`/f~/~0 ; ee°~QOa°aaa0 a.~p ,°oPp a a~p~e O'a O.a,~ ao~a°a~0°e°eoo~,',bp ,°ado` TANK FOUNDATION .Oa oOa ,Oo .O o .O Ila •O a.Oo .Oo .OO .Oa , 3054-D•3
Q ~~~y% O• Oe Oe O~. Oa Oa ^CI. Oa °''O. Qa 0a De° ~ DATE;
~ COMPACTED ~ _ JULY 2011
~s ~ a i FILL
~ ~ FILTER SCALE: AS NOTED
~ FABRIC TURNDOWN
~I
~ h 'Fu
W
l 1i~' ~ p n ~
U SHEET ZI OF y
-"NCRETE SPLASH PAD
u , o ° 9 NOT TO SCALE
~n Q) 04 ~,1
wog ~ CQ