20061798 Ver 3_Site Plan_20070316

pr4 CA
40
+ e
4d -
4
. USE MINA EA. 3IB ANCFWR
BOLTS i0 3EGURE FRAME TO MANHOLE . aEA.~4BARSVERT.
IN fJON-TRAFFICAREAS OR RAISED MANHOLES HANDPLACEb ~ ~ _ _ . EQUALLY SPACED
DENSELYCt~MPACTED _ _ * 12 BACKFILLT4.1 F'f. ~ ~ ~ #3 BARS
ABOVE TOP OF PIPE . . _ ~ 12* O.C.
t . , - }pE
a ~ STANDARD MANHOLE O O O O O RINOANDCOVER BEpbED PIPE o.D.
Q~DOt]OD . _ Dl4 MINIMUM STONE D/S~3" ~ .
0000~~0 . ~ ANCHOR BOLT DETAIL SECTION A-A NOTE: . EMBEbMENTAS HOR BOLTS ,
V 0 0 0 0 O V USE 4 EA. $~'ANCHOR BOLTS TO BOLT FRAME TO SPACER. INDICATEDm GREATER IP : AT THE CONTRACTORS OPTION IN ~4 SPACER. ~ • ~ LIEU OF FORMING THE 120° CONC. REQUIRED BY . 4 IN NC.
0 0 0 O O ~ U8E ROPE MASTIC REAL C SEAL ~ ~ SADDLE ASTAINLESS STEELPIPE MANUFACTURER !AND SPACER, PIPE ~ ~ ~ SApbLE MAY BE PROVIDED. PIPE
BTD. MANHOLE ~ g ^ 8' MAX..FOR SPACER BETWEEN PRAMEAND 8PACE RING & COVER HAP DST NE S E 0 O,b.
u~.EO o o TO P OVID 6~ il*lG 24" + (?.D, MAX: 4sQ" R E EAR
~wrrnrtrs~ir ALONG ENTIRE LENGTH 12" + O.b. MIN. . S S.ANCHOR BOLTW! O.D.. Y"x 2" 5.3. STRAP W! 21<z" LEG 01+ PIPE BARREL SANITARY S EWER
~y. ~ 8* PROJECTION NUT PIPE 0.8 DEPTM} * ~ ,
r-o^. ~-o~ rmariHa:E stems S EMBED INTO CONC. PIPE LAYIN~a .
FRAME&COVER oR4~-o^ t te•o.C. •y ECCENTRIC " ~ N D.I. PIPE CQNDI`~iON A
TAIPER UNiT e
~ ~ dOINT8 SHALL BE BEALED PROVIDE 120 MIN. BEARING :D " *
WRHARUBBER GRIN(i * #3 U BARS 1L O.Vo 12 ui
• . ~ . tiABKET OR ROPE MASTIC SEAL. "IC SEAL. . . I
r*-- 23.8' 1 CEMENT OROUTACC JOINTS OINTS
2" 1~. INSIDEANDOUT VARIABLE 12* . , *
HAND PLACES ~ 8-0 MAX, DENSELY G~MPACTEp ~ UJI
COVER ` RI'~ER UNIT 5" . 4' DIA. MM. 5• BA fLLTQ 1 FT. _ _ ~ CKF
FlNI8HE0 GRADE USE MINA EA. 318"ANCHOR ABOVE TOP OF PIPE
BOLTS TO SECURE FRAME TO MANHOLE '"PIPE.".. ~ " * " BEDDED PIPE 1 ~6 3 3
714':1x'SLOPE 1.5"MIN. ON ALL INVERTS BASE UNIT Dl2 MIN. * * 110
BA8E COURSE BASE COURSE ,tl D18~3" 8" 3 3 MINIMl3M:STONE
• ' . STD..MANHOLE EM9EpMENTAS .d P INDIChTEb fiEEATER I
- RING & COYER spy, ;:>;i EXTEtJDED BASE BRN.'IC & MORTAR INVERT • ~ (IF REQUIRED) REQUiREb BY .
...a r. MANUFA.CTU~tER ~ _ _Op{ 0
PIPE SHAPED STCINE * a " O.D.. _ 4.g 1 ~ mha°o'°0
i-1 ICI RAM•NEK i I III ,r : ~ ~ ..MIN. TO PROVIbE~BEARING 24 O.D. MAX. . 12"+O.D; MIN: ALONG ENTIRE LENGTH . . V Q4 00
SEALANT COMPACTED FILL COMPACTED FILL e . Q WIDTH OF PIPE BARREL ~Z~'.'~ W
~ . REQUIRED I~ITARY~SE~INER SA END ViEW~ SIDE VIEW ~~•96 DEPTH Q .
PIPELAYING
P10TE: CONCRETE ENCASEMENTSHACLOM.Y MIN. B'ORAVELBEDDINO a N . CQNDITION B
FRAME ee usEO IN n~as uvHEr~ c~ov~t ~ To BE FLUSH WITH PAVEMENTOR.C~ICRETE
~ ~~""E~s"""LL"~BE~~ STANDARD PRECAST CONCRETE M~NH~3LE
MNON-TRAFFlCAREASANDABOVEGRADE . INSTALLATIONS. NOTTO SCALE a° W V
. ~ NOTTOSCAL~E 0% ct,
STANDARD MANHOLE FRAME & COVER .
NOTTO SCALE NOTTO SCALE a4
Cr. Cr. W LU W
M W
Wiz. LU ~
z 1
e LU
LLJI CO 4.
. S.IS GREATER THAN 30*s . RT aC.
D PLACE
DENSELY COMPACTED - ~ BACKFILLT0~1 FT. ~ -
. ABOVE TOP OF PIPE _ _ tn-~
T12ENCH WALL `PIPE U-
BEDDED PIPE O.D.
•
E7pSTINO STORM PIPE CA8TlItON VALVE BOX B SHAPED SU GRADE
W/CHARLOTTE HUB: b NG ~TdPROVI ~BEaRI STANDARD MANHOLE . ALONG ENl'lRE LENGTH
CLEANOUT PLUG AND CAP RING & DOVER . OF RIPE BARREL .PIPE
24"+Q.D. MAX.- O.D. " . 12 +O.D. MIN.
SANITARY SEWER
DUCTILE IRON ONL ~ ~
. ~ STANDARDPRECASTMANWOLE ~p-1B DEPTH}
. ~ PlPE LAYINt3 . • , r.` CONDITION "C"
,
18' MIN. CLEARANCE ~ 4" PVC VERTICAL
MANHOLE STEPS a
0.1. SAN WERrc~ I I) I STOP ATRRN 4"SWEEPWYE MIN. DIA...-?
II I EI I SE
-I I I I ' SERVICE LINE (SAME MATERIAL 41TARY TEE : ~ . t ==P TEE . ` RUBBER BST HAND PLACED ME MATERIAL ~ LUG _ DENSELY COMPACTED - - - - - - -
I I I ~ _ 46° 'mop* SANITARY TEE AS MAIN) ~~N~ OR CAP BACKFfl1T01FT.
=11 I I ~ PLUG I180VE TOP OF PIPE - - - - WX Z -8, PIPE A
TEE BRANCH SUPPORTS -PIPE - BEDDED PIPE ~ O.D.
O "MIN. SLOPE MIN. 1% D/2
UNDISTURBED SOIL MINIMUM-STONE DlftW
~1 I-III--I 1 I 11 I I I i 11 1-1 1 I-I 1 I ~ I RUBBER BOOT GROUT TYPE8183.3. EMB~DMENTAS
c' 70SLOPE, . INDICATED.OREATERIF i~''•r:i ANITARY3EWER DCPANSIONANCt10RS REflU1REDBY ' 3 MANUFACTURER 94 PIPE
NOTES SANITARY3E 7T MIN. 12" MIN. EASEMENT SHALL BE PROVIDED FOR SERVICE MAIN, RAIN 90° BEND O.D.
CONNECTION WHERE SERVICE CANPlECTION IS PLACED SHAPED STONE
OUTSIDE OF RN DUE TO PHYSICAL CONSTRAINTS. s• • ^ ~ : , 4 ~ TO PROVIDE BEARING 24' + O.D. MAX r.~ ALONG ENTIRE LENGTH 12"+QA. MIN.
rl-S UNIFORM STONE #57 OF PIPE BARREL
~ NOTE: SANITARY SEWER (DUCTILE IRON ONLY)
1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED ~ UNDER STORM PIPE FOR ALL CROSSINOB. x
CONNECTION JN _ (>18' DEPTH)
TYPICAL SEWER SERVICE IfVSIDOr.", DRIP ANHOUE PIPEaY?NG C6
9 STORM SEWER CROSSING DETAILS' NOT TO SCALE NOTTOSCALE coNDITroN ^D"
` NOTTOSCALE
PIPE LAYING CONDITIONS
V) NOT TO SCALE
DATE: 01-24-07
ocz
SCALE:
aMWN~ RSE/ZPN
CHECKED: EGW
PR01: NO.:
ProwIngs, are Reference Johnston County Stand 8/'Gn000I from, 'SHEET:
V) N
Standards of
~a

COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
PS! -PF OR APPROVED EQUAL.
POLYPROPYLENE PLASTIC STEP.
NOT TO SCALE
PLAN - TOP SLAB
2W MAX
4 EA. #4 BARS
STAGGER @ 16" O.C.
4 @ 8" O.C. EA. WAY
TOP&.BOTTOM FOR
RAFFIC LOAD CONDITIONS)
USE 4 EA. V ANCHOR BOLTS.
TO BOLT_FRAME TO SPACER.
USE ROPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
1 �:4
'CONCRETE
B4 0 12' O.C. EA. WAY -f SECTION L- MIN.- 6* GRAVEL BEDDING
TYPICAL SHALLOW MANHOLE
NOT TO SCALE
USE MIN. 4 EA. 318" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
IN'NON-TRAFFICAREAS OR RAISED MANHOLES
" DCID©t7 •
DQCIQC]©® .
©C'1CIC]©CID
STD: MANHOLE h 1"x1"x1" LUCK REQUIRED (TYP.)
RING & COVER
LABELED D a
*SANITARY SEWER"
4 EA. SA. HEXHEAD BOLTS REQUIRED
FOR LOCKDOWN
FRAME & COVER
r�----- 23.5" .�.......�...�_ .
2" 122MIZ111221107A
7r1*
COVER
FINISHED GRADE USE MIN. 4 EA. 3/8"ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
1.5" MIN.
BASE COURSE • BASE COURSE •
a . • ," STD. MANHOLE " .
. ., . RING & COVER . • MIt�<l
::. . :..
1..... v ,. RAM-NEK
SEALANT
COMPACTED FILL :• ,� COMPACTED FILL
FRAME.
LOCKABLE MANHOLE FRAME &''COVER
NOT TO SCALE
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN' WETAREAS ARE
ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED .
BACKFILLTO 1 FT. -. -. - - - - �. �
ABOVE TOP OF PIPE "" °" �' `"
UNDISTURBED EARTH .
ELECTRONIC. MARKER BALLS AT IOW.. ON
CENTER'&AT BENDS. MARKER BALLS$HALL
BEDDED PIPE - ..Cf.LT.- :- BE INSTALLED AT 114 TO x DEEP.
,..
_= NOTE: MARKER'BALLS SHALLSE,
SHAPED BUBGRADE _ INSTALLED. CONCURRENTLY WITH PIPE.
SHALL PROVIDE BEARING MARKER FALLS SHALL -NOT. BE. INSTALLED. .
ALONG ENTIRE LENGTH AFTER TRENCH HAS BEEN COMPLETELY
OF PIPE BARREL BACKFILLED. .
1/2 PIPE O.D.'
24" + O.D. MAX.
12* + O.D. MIN.
FORCE MAINS WO AND SMALLER SHALL
HAVE MINIMUM OF V COVER: "FORCE
MAINS LARGER THAN WTCI SHALL HAVE A
MINIMUM OF V-6" COVER..
FORCE MAIN
PIPE LAYING "
CONDITION ' "E"
P1 `EIAYINC� CON""DITION
'NOTTO SCALE
xv
..24X,'� C"'''•:o
Vol
e
FLEXIBLE SEAL 2 A
IN. 10 LF DIP FORGE MAIN
CENTERED ON MANHOLE
V DUI. PRECAST 0, )N �1���-�+,s,
CONCRETE MANHOLE Q
1. FORCE N SHALL. BE � WITH FLAT TOP
DUCTILE IRON PIPE 10
. ' LP CENTERED ACROSS ,
MANHOLE. STANDARD V DIA. MINIMUM
2. CONTRACTOR TO PRECAST MANHOLE
INSTALLI=ORCE MAIN
AT DEPTH REQUIRED
TO FACILITATE CRISPIN SEWERAIR RELEASE
INSTALLATION OF AIR _ VALVE OR APPROVED EQUAL" r
RELEASE MANHOLE AT / I , "
HIGH POINT OF LINE.. ALUMINUM ACCESS HATCH
HALLIDAY, BILCO, OR APPROVED EQUAL Z
PLAN, 1 I I
..,.......
8' DIA: PRECAST' LOCKABLE 24"RING &COVER .
ti. L .
CONCRETE MANHOLE %,.
NCDOT TRAFFIC RATED W/ 1* DRILLED VENT HOLE �.... --~ U
WITH FLAT TOP USE STAINLESS STEEL HEXHEAD BOLTS
ui
• FLUSH WITH FINISHED GRADE
FINISHED GRADE. NOTE:
--- ---•- --�- '-�- ;--- INSIDE OF MANHOLE SHALL BE
e,.�,. (� FACTORY EPDXY COATED MIN. 8 PLAN
CIO
SEALER PRIME COATIRFACE DRY. NG AND
MANHOLE STEPS SHALL BE
FINISH COATING SHALL -BE NSP --�-
12" IN. PLACED 16" O.C. WHEN 100 AND NSP 120.
DEPTH OF MANHOLE EXCEEDS V.. GROUT
V MIN.
BACK FLUSH ATTACHMENT
WITH QUICK COUPLER;
24" StiO�"�ti Q
2" AIR VACUUMIPRESSURE RELEASE 00 '
VALVE w CRISPIN• ORAPPROVED EQUAL FLOW 00 FLOW
01
2" ISOLATION VALVE AND . 00
z
INLET PIPING SHALL BE `
PRACSCH 40 SS 316 ALWINWORnag. ego.� n. r.
STAINLESS STEED .� w 0 N 0 �
TAPPING SADDLE BASKET W/ 1 ham,,
OPENINGS ALUMINUM OR STAINLESS
MIN. 12" #57 STONE STEEL GUlDERAIL vy (j,00 oa Q
SIV/ STAINLESS STEEL WALL "0 Z 0% aLLJ
. SECTION SECTION BRACKETS ANCHORED c �c a cr► tt , w
��.. INTO CONCRETE *- M t!1
AIR VACUUM/RELEASEU.Ci-
MANHOLE FOR PORCE-MAIN -BASKET STRAINER MANHOLE
NOT TO SCALE NOT TO SCALE
N
L., BUG
SCREEI
TYPE 316
VEN1
N
VENTTOPT0 BE VAB.
100 YEAR FLOOD ELM
3" SCHEDULE 80 PVC
N N N (n
O
W W �
h
W tZ� 2 C9
O p
O �
v
o �
� w
A
FLAT TOP MANHOLE
8TD. MANHOLE
FRAME 6'COVER
3"PVC WALL
SLEEVE
FINISHED GRADE VARIES
c
DATE: 0 9-24-07
TYPICAL VENTED -MANHOLE scAE:
NOT TO SCALE
aMwN:
RSEIZPN
CHECKED: Ems/
Drawings are Referenced from PRoJ. No.:
Johnston County Standards,SHEET:
of 421

,,r~`rrrrrrrrren,~~t~itr*
' o
• e

. FLEXIBLE SEAL ~ . •
1 L p A ER N M N,10. F DI W T MAI CENTERED pN MANHOLE . ,
NQTES: ~ , , S DIAe PRECAST
. ~ CONCRETE MANHOLE r
WATER MAIN HALL BE WrTH FL~T~oP
. DUCTILE iR~N PIPE 10 e . LF GENTEREa ACROSS
01.E MANN
2. CONTRACTOR TO COAT H'YnRANT130NNETAND NOZZLE CAp3 .
ENT4R PAVEM . Wr"ALERT" REFLECTIVE FIRE HYDRANT PAINT INSTALL V~ATER MAIN
FINISkED GRADE SILVER MODEL#1440 AT DEPTH REQUIRED ,
SEEV VE BOX AL „ TAMPED BACKFILL INSTALLATION 4 MIN. TO FACILITATE ~ '
PAVEMENT OR , . iNSTALLATIO OF AIR .
FINISkEq GRADE „ ~ V VE 518 TYPE 304 STAINLESS STEEL PUMPING & OSE CON RELEASE MANHOLE AT H NECTtONS EQUALTO COUNTYSTANDARD HIGH.POINT AF UNEe
. BX (M THREADED RODS IN. 4 EA, ' , Q . '~ANiP D. BREAK RING TO BE 8ET WITHIN 2'-4"
. ; THREADED COUpL1NG BACtfFILi. . . ~ ' . 2" BRASS NIPPLE ED COUpL1NG . PLAN OF FINISHED GRADE ASS NIPPLE FtNlSHED GRADE
i • ~ VALVE BOX
GATE VALVE TO BE SAME ~ „ :y : D.L PIPE ; . ~ ~ . " INSTALLATION 4~ MIN. ~ w, 5' DIA. PRECAST ~ ~ ~ ~ LOCKABLt» 24" RIN©S COVER . HYDRANT TEE W
•.r jb ,,.'~i. DIAMETERAS MAIN LINE '•s..; , k.,?• ~A.= CONCRETE BL( f3NCRETE BLOCIgNG CONCRETE MANHOLE " ~ NCDOTTRAFFIC RATED W/ 1 DRILLEIS VENTHOLE
MIN:113 C.Y.aT~ 2"~BIZASS~NIpPLE VALVE CONCRETETWRUST (MIN.6" IN LENGTk) N:1 .Y.AT 0 ..t, WITH FLAT'TOp I r3 C 300 pS USE STAINLESS STEEL HEXHEAp SOLTS = WATERLINE SIZE VARIES . BURYAS tl III_ tI! ~ E~' ARIES
Box coLLAR . TAMPED BACKFILL FLUSHWITH FtNtSHEDGRADE --I SEE PLANS . ~ SPECIFIED
TAMPED ?HREADED COUPLING . . M.J. CAPW! BACKFILL . FINISHED GRADE . . . CONCRETE THRUST BLOCK
, „ 2" THREADED TAP „ 2 THREADED BRASS PIPE 5' MIN. ~ „ : 2 BRASS PIPE WS,"> PIPE ~
0 CRETE BLOCKING IN. 12" !N LENGTI D.I. PIPE „~i+l.?: r• .'3 12 !N LENGTHS BE PLUMB. ; r , , . , . I
. • . , MIN. aid C.Y. AT 3000 P.S.L ~ . . t.:~ •r • PAY ITEM ` ' . CONCRETE THRUST BLOCK MANHOLE STEPS SHALL BE RUST BLOCK
LURE ALL ITEMS „ NC S 12"MIN. ~ ~ PLACED 16" O.C.. WHEN GATE VALVE UJI
518 TYPE 304 STAINLESS STE THREADED RODS MIN. 4 EA, CONCRETE THRUST ( ~ . DEPTH OF MANHOLE EkCEEDS ii e . VALVE SHALLBE PLACED ON THE 5 MIN. ~ WATER MAIN SI E OAD DI CH '-IE
COLLAR 2"THREADED BRASS . 1 STONE FILL D OF R T #6 MH
p pE 1 " LENGTH „ l (2 IN. 5 MIN. MJ CAP Wi 2 TAp . 4~C.t : MtN. { l ~ TYPE 304 S.S. THRF.AD~! RODS r HYDRANT LEG TO DIP I . T ;ODs
NOTTO SCALE- PAYITEM 24 MAX, ~ M N 2 EA. PER SEGMEN OR . 2 AIR VACUUMrPRt:SSURE RELEASE ~ w
INCLUDES ALL ITEMS EXCEPT VALVE SHORT BOD ~ Aqua-Grip RINGS OR ROMAC 1(f PAY ITEM
. ~ MAIN LINE VALVE GRIP RINGS MAY BE USEDAT FIRE HYDRANTASSEMBLY INCLUDES JOINTS IN UEU OF THREADED RODS RODS v ICJ h N
ALL YTEMS q(CEpT MAIN LINE TEE . 2" ISOLATION VALVEAND
INLET PIPING SHALL BE
NorTOSCALE SCH 40 Ss 318 ~ . : N ei? IAJ cn u -to Co CZ
TAPPING SADDLE . NOTTO SCAlE
w aU
MIN. 12" #57' STDNE ~ ,
c e~m
SECTION w
c
a .
NOTTOSCALI" •
1 C~
z Q I
WW .3: UJ
I— ?
W 1,4
LU CZ
3. N4 CONCRETE SHALL COVER ANY Bp1TS
OR GLANDS. 4.ALLFITTINGANDACCESSORIESTO BE
. WRAPPED ~Vtl'F110 MtL POLYtTHYLt:NE IaJ .
' ~ PRtORTO POURING BLOCKING, ~ S. VOLUME OFTHRUSTBLOCKtNG SHALL BE
CONCRETTE THRUST BLOCK o S . OWN ON ETHRUSTBLOCKING ~ AT45 BENDe . ASH TH
. ~ SCHEDULE, . SEETWRUSTBLOCKDETAIL. ~ .
E . ~ S.S, BRIDLE RODS SHALL B , , . .FOR DIMENSIONS OF BLOCK.. ! y
FASTEN BRIDLE RODSTO FITTING . „ WELDEDTOTHE ENCASEMENT PIPE, FLANGE USING ~ TURNED EYE BOLTS. o' ~
WELDAREAS SHALL BE PAINTEDWtTN 2 COATS OF BITUMINOUS BASE PAINT,
S NEOPRENE OR NYLON SPACER 10' MAX. » ~ , ACERS . 'q • ~ ,,t •u'~~ 'r
, 1~r 'r', ~e
CONCRETE BLOCKING ~ . . ~ ENCLOSE ENDS WITH . ALL PIPE SEGMENTS~LESS THAN ' " .E ENDS WITH . a . ! • 18 SHALL REQUIRE RODDING. .:,~r IN, , :,,r
BRICK MASONRY &4ROUT S.So THREADED RODS , ;,,,y,, Q ~ .
. , : EXIST. WATER MAIN . •i . GONCRE't'k THRUST BLOCK . ; . • ~••t ~ N ;r. 'D AT90 BEN . ,Q ~ ~ • ,
~ .z.: , «•,~•r . SEE THRUST SLOCK pETAIL
FOR~DIMENStONS OF BLOCK. . b*4
~ . RO®RE UI~EMENTS Q ~
t," ::q • 1 UNDISTURBED SIZE OF 45 BEND . STATIC THRUSTIN p0U DS NUMBER OF.RODS REQUIRED
SO1L C1YP,j
f ~i~t• y,.• ~ ~ . s 4,3xa Q -
Tap~ING sLEEV~ PLAN BENDS PLAN TEES d,,, h
PLAN 0.. d,QtNf 4
TAPPING VALVE NEOPRENE OR NYLON NE OR NYLON SPACERS 12" 17,312 2 18" MIN. • 10"0 & LESS W, MIN. -12»O & GREATER
WITH VALVE BOX P5. CARRIER PIPE SHALL BE INSTALLED USING " 16 34,779 4, MIN.
NEw WATER MAIN FIELD LAC GASKETS OR APPROVED EQUAL. 120' 1200,
20" 46D091 6 r 11
CARRIER PIPE .V n " 24. 69,252 6 tIER PIPE
p
TAPPING SLEEVE. & VALVE ASSEMBLY
NOT TO SCALE 120° GENERAL NOTES
STEEL ENCASEMENT PIF "ASEMENT PIPE 1. RODS AND NUTS SHALLBE OF TYPE 304, OR TYPE 316 STAINLESS STEEL, SECTION X-X FLAN & ELEV.
NOTE: TAPPING SLEEVE SHALL BE FABRICATED SECTION 2. CONCRETE SHALL NOT CONTACT BOLTS'OR ENDS OF MECHANICAL JOINT SENDS.. BENDS & TEES PLUGS
OF TYPE 304 S:S. AND PROVIDE A 3600
SEAL AROUND EXISTING PIPE WITH FULL CIRCUMFERENTIAL GASKET. on, 00' BEND 46' BEND 22 i/r,s :ND live see fEB mm AIM A B A B A B A 6 A 11 C D A)G D
V 12p V 1r 8' s' 8" e" v 10" 18'
V15 b' 17 12' V. to' B' or e' 1r 10" 10" tx 1B"
mKow"TICAL "E" NO RO.' A N G, V-. 1S 19' 10' 10' 1~ 1r V 8' 10' . 12' 12" 24" x 24*
Q
STANDARD BORE ENCASEMENT IT, 11p 14' 10' 12' r 10' V 1C' 11' u' 14' ' Vi F% "10A IL 12' tEr 12' 14' 8' 12' 8' 12' 14' IV 18` W 30' Ey
Q NOT TO SCALE NOT TO SCALE 1V 2r 18' 14' 10' 10" 14" 10" 10' 10• 10• 18' 84" y
W 'IV 2V 20' 1V 18" 17' IV' 1x 18' 18' 20" 20` W
9 20'' ' 39" 2r 24" 18" 15" 13' 12' B' IV 18' 24" 48'
24' 48' 21' i8" 18' 16' 11' 21" 21' 28' b$" Q
DATE: 01-24-07
a~ THRUST BLOCK DETAIL
NOT TO SCALE SCALE:,. N'j'S.
DMwN: RSE/ZPN
CHECKED: EGW
DRAWINGS.ARE ACED FROM PROS. No.:
JOHNSTON COUNTY STANDARD NDARDS 'SHEET: Of.
Cl. N

CA
O?•i iir * .
• • • A
. c 00
V"*O of y~ •+~i'~~~?e~~'
'
Y fii!lMlr!lr1f
I I~ ~ ~I 11=1 I I-11 I III-1 I1=1 11~ 1 i
ININ. RANG ~ .
III-I 11-1 I 1-1 . ~ ~ 9" . #3 REBAR a
'=1 I 1=~ = ~
~oaosEOwxr~e ~uuuN ~ ~ ~ ~ ~
4"
FOR USE iN PAVEDAREAS FOR-USE fN UNPAVEDAREAS
FINISHED C3RADE EXISt1NO STORM SEWER
VALV E BOX COVER . ~ ~ 24"
FINISHED GRADE . 7~" MIN.. IN PAVEpAREA 1~" " ZZ
-'1 1 FfNISHED:GRADE IN UNPAVEp AREA " UV
PROPOSED WATER M/UN THRUSTCOW4R WATERLINE SHALL BE DUCTILE IRON PIPE CONCRETE ATALLAREAS WHERE MIN 12" CLEARANCE 2'-0" ..BASE COURSE . " A
BLOCIQNG 18" AMN. CANNOT BE IVINNTAMED. INBTALIAT LEA8T ONEJOINTCENTERED OVER3TORM DRAIN. SMIN. . . ' ' ~ CtJNC p ENCASEMENT.. ' • • "
~i" 3.3. THREADED RODS
TAMPED BACKFILL AT 3,aaa P.S.i. ~4 a . . ' VALVE BOX ~ •
? p • ~ ~p
45° BEND 48° BENp
r •w .rr M t _ TAMPED ' . p , , A •d
1EA..~INTOFDUCTILEIRON THRUSTCOLLAR BACKFILL • ~ ' • . d ~ ~ NOTE; WATER MAIN _ . ' ' . ' ; „ . PROTECTOR RING SHALL BE W
PIPE CENTERED INJDER ST01MA STORMPIPE O.D. +S' VALVE ~ •p VALVE BOX .4 ~ ~ ~ . 3,000 P,8.1: CONCRETE. COVER .
GRAIN .PIPE SHALL BE BEDDFA BACKFILLED TO B'A80VE PIPE EXISTING STORM PIPE y PIPE
IN WASHEDSTONE. PROP08ED WATER MIUN 1 EA..IOIW7' OF DUCTII:~ TAMPED BACKFiLL CONCRETE ENCASEMENT . BLOCKING
IR~1 PIPE CENTERED AT3,OOa P.S.I. SECTIQN w-____.~ ~ PLAN
STORM DRAIN ~o~~„o~N ~ TOP OF PIPE I8 NATS:
1. p..f.P. MAY BE USED FOR
PIPE CROSSING DETAIL ~T"~"~~`°F BOTTOM OF STORM PIPE. 18'MIN. VALVE SOX ~NSIONS, . ~ Norco scALs ~2:VALVE BOX$NOULD NOT
NOT TO SCALE CLEARANCE . . CONTACTWATERMAIN %0 0 60-
OI~VALVE. 3. CONC~EETE I~tOTECTOR N OD CQ)
R NO,MAY BE USED IIV ()o 00
. LIEU OF ENCASEMENT iN ad u Olt
UNPAVEDAREAS,
N0.57 WASHED STONE C cod
ocmLL- Q
cz~
STORM SEINEFZ CROSSING DETAILS. . NO'TT~ SC.AI:E . ,
NOTTO SCALE o• ~
ck: u h
Q3
1 V
..j z
cc cc W w d cap
.
6
CCD
LID SHALL BE LABELED "WATER METER"AND d LLJ
SHALL BE "AMR" TYPE WITH METAL~FLIP•UP LID AND 2"HOE L
FINISHED GRADE LLJ L
R?w
_..r. p FORDVBN'R•i56X 10 12' MINIMUM . YOKEfORME1~R SEPARA110N
t ~••••-••1 WATpt SERVICI; E~ROM RPx WATEfWIA1N ~ WATERS~RWCE: U ICE
Mir fER (US Q~U..) . " ~ ~ 7" MIN.
NOTE: ~Ar,q 13"MIN. CG~~RgNCE
ALLTAPB 2'At~ SMALLER SHALL 8E 1NADE WITH TAPPING 8ADDLE. ALLTAP3 U1RG~R T1iAN 2" 8HALL BE MADE WITH TAPPING SLEEVEAND VALVE. NO DIRECTTAPS 8HALL 9E MADE. 1r11Y L" ,
MIN: 4" WASHED ST®NE
NOTE: PIPE SHALL 8E BEDDED UP TO TAPPING SADDLE 3WAlL BE BRA83 OR BRONZE FOR"CC" , LOCKTYPE . 2a"MIN.
SPRING LINEAND MINIMUM 4"BELOW THREADS WIiH.DWBLE $TRAPB, FORD S9Q MUE4LER BOTTOM OF PIPE WHEN WETAREASARE BR28 ORAPPROVEO EQUAL:. METER STOP ANGLE . ~ PLAN . CL HEC V BLOCK SUPPORT OR
ENCOUNTERED. TAPPING 8LEEVE SHALL BE BRA83 OR C K AL STONE AS NEEDIrD iNSUw?~oa~ctosuRe~xoraox, IOT 80X".
HAND PLACED DENSB.Y COMPACTED BRONZE FOR "CC'THREAD3. FORD &70, ~ ~vnROCOW~,oR~auAt.~NaasuR~ ' T' 8WA1.I. HAVEANINQQD, LCCKABLE ~IpAND ENCLOSURE "KABLE uaAND
BACKfILlT01Fl: - MUEILERH-134.JCMA03ORAPPROVED " MINIMUM9"CLEARANCEON~ACN~Iq&EAt . ~ OR 1 CLASS 200 s~afir~~~zASS~~Y N EACH TEND & EACH .Y.
ABOVE TOP OF PIPE _ = = EQIiAL FOR SDR 21 PVC: RPZ RAt~Ft•CYV PIiEVpdTER BY . ~.v' . ~ . POGYIcTHYLENEWATER ~eco•RpzMOa>x A . , , ~ . ~ e~Y a:. • • ' SERVICE~UNE
_ ~~1 UNDISTURBED EARTH PUNOADAFMR
- - ELECTRONIC MARKER BALLSAT 100' ON . w~ w. ACC ~ w .E12~ - CENTER 8AT BENDS. MARKER BAl.t.B $HALI: . WIDE BODY OR MJlt8t11NARY.
BED~q PIPE -iiTrQ- - BE INSTALLEDAT 1112 TO 2' DEEP. . DOUBLE STRAP SADDLE BUPPORI'(1'YPj tro~uwNrr•~s~x~o.--'~ . ~-UDWITHFpNG~ good
" - - - NOTE: MARKER BALLS SHALL BE FINISHED GRADS YOKE FOR METER WITH wTIOUCH READ' LID iitz" PVC DRAIN DOUBLE CHiEC K VALVE , TO DAYLIGHT DDRAIN
INSTALLED 8UBORADE - = LED CONCURRENTLY WITH PIPE. POLYETHYLENE NATURAL GROUND METER YOKE SHALL BE 16H1'
SHALL PROVIDE BEARING MARKER BALLS SHALL NOT BE INSTALLED COPPERSETTER MUELLER NO, H•1404.2, 11 114 .1 . % -11
ALONG ENTIRE LENGTH AFTER TRENCH HAS BEEN COMPLETELY. OF PIPE BARREL BJ?CKFILLED. 0( AW"CHWK FORD NO. VH~72 7VIP. METER YOKECOMPLETE WITH " VALVE sa OR APPROVED EQUAL FOR . im
112 PIPE O.D. CORPORATION STOP SHALL BE BRONZE wmi "cc• nHREaus; DUAL PURPOSE FITTINGS CORP. STOP . ctc;RTM~rERBOx, % SERVICE BROmcs;Na~.HwmNix
24"+ O.D. MAX. MUELLER &25000: FORD FB800. EXTENSION r "
12'+ O.D. MIN.. JGM 403-OR APPROVED EQUAL WATER MAIN a=wippmoR WATER SERVICE FROM S ONEASt+1MW WATER SERVICE A _ N
NOTE: WATER MAINS WO AND SMALLER SHALL WA MRSERVICE
HAVE MINIMUM OF 3' COVER. WATER
MAINS LARGER THAN SYa SHALL HAVE A WSEND7 W BEND 2' CLASS 2w POLYEIT~IELYNE ' "
MINIMUM OF 3W COVER. _ DUCTILE IRON PIPE P.V.C. PIPE LER ND. H-1 2, FORD No, VH 72.7W OR APPROVED EQUAL. sERRVICE uNE , , ? . , , CLASS 200 POLYETHELYNE DUPLEX OUTLET SHAH 5. METER TO MEET AWWA Cr70"i SIDS. AND SPECS. SERVICE LINE BE PROVIDED FOR POWER V.C. PIPE
(CLASS 50 CEMENT LINED) - (CLASS 200) MASS VALVE TOHEAT BOX LASS 200 #ff WASI4ED $TONE
a'CONCRETESIM. OrPVCDRAIN SECTION MIN,B'WIDERTHAN 90x
PIPE LAYING CONDITION NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN. TODAYUGHr ONALLSIDES
NOT TO SCALE o
a STANDARD WATER TAP DETAIL U
NOTT08CALE n
H NOT TO SCALE
y
9 .
III r~ R. mETER;03"ERV CE DETAIL WAT E I
NOT TO SCALE
DATE: 01-24-07-
SCALE: NT$
DRAWN: RSE/ZPN
CHECKED: EGW
DRAWINGS ARE REFERENCED F CEQ FROM PRa. No.:
~o
JOHNSTON COUNTY STANDARD NDARDS SHEET:
tiN not
of a~ ~ ,
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W
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. DWG. 840,25 ~ c~ 4
z H ~ FOR FRAMEDAN D = ~E ANCHORAGE. Z ~
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m °v GRATE SECTION X-X 2''~~~ 2" GRAPE SECTION X-X 4 ~~n .
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FRAME SECTION X-X FRAME.~'E~TION X~X
FRA(~E SECTI HEET. 1 OF 1 ECTION Y-Y
SHEET'1.OF 1 N H y
-840.20 840.20 W w, w,
XW i
ui
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~ WALL 4 BRICK m~~.oJ
~DD y a MASONRY o o y
WALL z , ~
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~RI~K MASC~~IRY
CQIV~RE~'E y
CONSTRU~TIC~N
CON~TRl1GTION
DETAIL SH4WIN~i NIN~i ANCHORAGE
50
Vi lm. curt I ,UK UHUr ' 11VLC
E'ul
a z NOTE;
CONSTRUCT DROP INLET TO COINCIDE WITH NORMAL AL u" W
OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. E• Q
INCLUDE ALL INCIDENTAL ANCHORS H
~ X 0) NECESSARY TO COMPLETE THE WORK PAOP-`ElRLY..,,SEE PL ME PLANS CONCF~ETE ~ I- v
AND TYPICAL-SECTIONS FOR SPECIFIC10CATIONS. 0111 0 B's CONSTRUCT ION o ~ z
li
OR ~Wo
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M. bIAN x 41'
BRICK :MASONAY y
--98 DlAu- ~ CONSTRUCTION y = m ~ yw
DIA. ?r~ N J Z
tory Za
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h DATE: 0 1 =24-07
M
~ MASONRY-ANCHOR- CONCRETE ANCHOR ICHOR. SCALE:
DRAwN: RSE/ZPN
o 3/$" DIA. BOLT WITH PLATE " 3/8 DIA. BENT BAR a rsaR FRAME AND GRATA INSTALLATION
CHECKED: EGW.
. WN AND FOR NORMAL 'R0
PROD. NO.:
MEET 1 OF 1 SHEET V OF 1 SUPERELEVAT~D SECTIONS SHEET:
a . 840v25-1
-

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C 4 J.?6 WAWA,
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FA9gtC a' ~ ..•.v r Y . •
N01E'~ ~ ~ • • ~ • r r.•r• • •
~ • S •ri ~ f~ . ,Id. •p• ' ca • . ; , • ~ 1bIRE MESH
~B • 8'. . ,,~a (~y)• • ID W
Z E~.'~li FA~C 8lWd» qB A l~NiMIN~ tN~ •
' • 1•~/ • I,: : • SEE ND1Te FOR POST pE9CRIPTIO~t
& IN ` ' . MAXIMUbI POST ~ SPACINQ ~ 4 FT. .p ~ tO lI.
• • COARSE • At'3~tEt3ATE Z . • .
~ VARIABLE ~ N» ~ NaT~ * . W
. al~~slaH n USE NO • ' R ~~+f vARIABLE • • !ii c NOa ii( Q M . M ~ STaN~ ~faR SEDIMENT DxMENSiaN ~I a
1 P ~ ~iiw . CONTROL. AND .PAY FOR ~ . n
~ AT THE CI~VITRACT .UNIT ~ONt~,,. • ~ PAIGE PER TON SEOIMEN"!' Y
~ SEOIMENI' ~ ~ °i 'CONTROL ~ffiI'QNE• 'SEDIMENT ~ ~ " t~ . {~NTROL ETON P ' ' U6E HI~RDINARE CLaTH R4 CaNTROI. STaN
. ~ SO 13-~1 • . . . Nt~1' 1'O SCALE 'i a ~1.• ~ OAtl6E 1YIRE MESH f~I'tH #!4 • to E • o
err to . ~ INCH MESH OPEMINGS• * . PLACE Tt1P OF ~!RE MESH• N ~
A MINIMgM OF aNE FOOT • BELa~P'fHE 8H8ULDER J aR bONO
aVERAA(#R.BOX ANY OIVERSIaN.POINT. AVERAQE 60X. ~r ~~MENSxaN VARIABLE INSTALJ. R Ft. sEL~ FASTF~fER ~ aiMENSIaN vARIABLE :ft N ~ ~
FIL~REa• ~rLTERED d . ~ anaL~ Sl'EEL R t.R ~r.
~ DATER a~a MINIMUM. WATER • ~ ~ ~ INSTALS, ~ TALI, ~ 'INo , SECIIdN A A _ SECTIC~1 Y•Y
DIA: Pao! ~ rl$ ' w DEEP. MINIMUMs
SPACE•POSTS.A MAXIMUM .
~NGLR-aIRR t~ ~a~ o F~ w . DxRRCTI NA1. FM~oW'. Ut» ~ . ce to
• J ~ .
r o~
` , . ~ . ~Vll ~~a
~ t. • ~ . ~ ~
' . r. ~ , ~ T! W1yyR ~11M" + ~i?tft4~+h'Iril , r f • at Y ed,.Qi~'if? r; ~i'wirirtf.+Yi+ilp5~f~itA}tr~'•it • ¢ r •k if f•f tell, !7 ,yy~f(i~+ d. ~y+a i.llf~.. ~ ` ~ /y • TEMP.• .STONE . NOTES. H ` W..:~ OITCN CHECK
F 7 ~ Mr fe !~.{~pj~ tf f , i~ • • aYr' 7M/ , ~yy .~~((a War •f'+i`r' t ' ~ ? 4" ,Y. iiL i?t lPi fr i.t4+! •rM• '~Y ~f? ^ , . Ma ~ tiSE CLASS ~ STONE FOR STRUCTtlRAt. STQNE PpR ~ H ~ Mrt 1?O
' tr. a r ~ , f, ~ w• ~~T J:: i .4, • .k, * ' f~lyf . 9ti ! ref i ~ 4r• • < ~~{]))~jy1%(j? , ~ . ..J' •i , 1 e • tf ~ 16 'tLJ Wy EROSION CONTROL AND .PAY FOR AT THE CONTRACT M .*i i~+~. n /fir, p/~ © ~x 1
.s ~ t~f . UNIT 'PRICE PER TpN STpNE FpR ERpSIpN CpNTRpL w • h~ A (~1 ~t PPt W LLI . w CLASS ~ • Q
i 'r yf~j a lQr•f!1r~p.ip..o~i w* i. i r*1 ~ Q w ' ~
• . \ :B• yr . ~ ....Ti. i~ !iY t~ .r,+.r.~5• ~~xw4 t!t ri i ~S' ~.tf ~ ~ y ;F ~ i•Yri t 1lt'''i`~i 1"~' . Ai w'~.i'ri'~ • f~r4 fa [,t .:1kf i ! it+' 4i.- ? • ~ r+ jl~+ y.ir~ti' • • M ~ ~ THE EN{~iINEER .DAY, ©IRECT THE OPTION 0~' W W 4.1
4 i 9 4 ¢ ~~;;~Y+~}s1 i "y. ? ~isf~t• eit~ 'iif~ i!t'r , ' ;°p7 ~~'~i• i~ iTt~.~4 ? ~ a~t! '.'~~y P.li•S!{• ~j• . ~ o>:, PavaNENT GLASS A STONE .FOR SITES NAYINQ LE85 THAN . ca'~N • ONE 1 ACRE DRAI[iIAGE AREA AND A DITCH ~ . ~ • W L > ~ W x ui
~•rh 'nr t b' • ; • trT;r+wrrtt tf}'r q ~ITo 1•t Q ~"a. !lr.~I.yt ftf. , ~ is ~ Yi!y.r ~lQ• . tiikY7,t~ tr • rir~i=~ to (~pj` t~ w ~ QRADE LESS THAN PAY FpR AT UNIT o P ~ W Q ~ PRICE PER TON. STONE PAR ERASION CONTROL W
~r .04: tr5..e Vii! IA"'i i i ~tr'! •a. ,iSr~ i a • ' .:[t'!' ~ i ~,~(*~~••~~,r•'11•k .t~% drf•~?~.yx~., ti tr K Y•Fri H ! kr+ ' j; • ,'fir' ;t • ~Y' t + ~tr. Y' •t~rt.! f {•r PP ar ' • GLASS A •
t )~yta~l~it ij~'•ti 6Ft ~?r~?~t+• (S? r. ~ryl..•'+~(~ e A'' 71. etS}irfL.•i+;t~ r~fy ~~re•"r i~f ~ j i, r~i STRi~C~TURAL STONE • , . ~ RACK '
• a" a r •~i r Y . y. Y! 1 • 'u :!~''ii !rj".'3i' 3~j~•r i~l~~ •e 1~}~t• 't' a.r~ir 't{` + f • . SLbPE . ~ r
~tli~'~k~! fi't~~y ~r ,t•ri is 4 , rr ~ ~ Y'' ~r'' •r }f~!3 J~ i~t~ ! r!~~) +'V` lair: + + f 1 ! •i`+ •~t~ ~ t f •f j b i : ~rtraitl,4ii! ~ . + t~'i*' •,!~,~3!4,r~,,~+ ? . • ~ W
~ t ~ . ~ ISOITRIC V~SYM ~ . , ~
~r• 'l~' 4! . ab r ? +.i 1rltf i. ~ ,Q •i,~,•rt 1'•i n~~ r ' r ` !P ~ b i• i ~i • i ~~~+5 :•f ii ~!'it ~j i; ! N'~ fir. i a a
4 ~ ~ it ' ~ 4 ~~...}ft tb:! •Qrle~, ailrli ~ ~f t}•t ' r a h ~ + NATURAL t3ROUNO ~ LL r t MINa ~ ~
• ~1t A .ftY•" i ! n ii~"d~'i '•+Zr a .i w, i t . i ' • • f{.{jy~'r~' ? t~ ~ • i' rd' Ii~tP~~ 1. • • A` "R ~ ~t X~rt1 •i• ?r r . •i7a~ •!av-i'iriYii • . ~ ~ ~
~ ~ t• ~,t r •r fS +rn i~,}. ~i r? ?,iiirr ?r } • { (EQI~`,. r' r• +f ;k ~j~j r!f f1 • ~ . f tlrr++i. i ..,t.l~ii i~'~~},,y 'S•1!3• '•f:. 1' !l.' :k; ~ '3'• ~~.''rjt ~ + tiai .i ~p ~•i!':i v~ 3~' • •
f' . W 'M • +i ;r ' ti iir/1ty~ a. f ~ t f a .i i .•;!#~Ijf rR•" ~TW A, i { ' , ~ • Y f ~r t1 7~ . F ' CJ .
•4 ip•. W ~ + ~ ye,~;t1!.~" ~4 ;'ttt{3: ~i rs~1~. ~.~~,~i~(t ~ ~ . ~ ~~I~ w• ) b Y•. 6 .i.' f a , i t ~ , ~ 1~'~. { rSr +i. ~ pJ
• w , r., a,. 0 i' 04. v ! ~i~+*~! r +!y *'~`•f, •y~ ,(fir„ ~ a! i.r'F'~ i?~ +y~r~i a~. .ft 'V fi' ~ ' itt~y i. AiR+ i~? ~'N i a~+r""r. r4• .i ~ • • M CROSS SECTIaN
atHJ • ?t Mfr + 1 , 'YI{ry _t~ , i• a T f + ;•a ii. . it!"t • ~~}•?i~rVit«iyririy~' •.!j f•iYi~~f a"St~'• f~~ ! . ' a f+if VEE DITCH . ~ ~
ltiry'Ypff~r w, ty~'.tat rky'+ , ~i,'~y'~ i jP•~' . . , y+ 4 N r•. ,lr~. i!t f r r' !"'4i s•'~'+~~Yff r ' CP+ 1~ h BASE-OF DITCH ~
f9i •A @ q. !l"y~~t~!-?rie~M~l~i~'y,•~tlSrli"1~r?•t!l1~,e!~Vlir •O+~y~~f~t,`+~. i • . •Tlti 1~lir i iFfi~lh +w~fti +`!1 ikii 'i^Yr.~. ' 'Q' •1 ~ wr 1 ..rf . • ~?,r •r iii~.•~'!t a1,fr A~~tirf 'r:Ti4?3d Ai~:7 t•Qr ~•~e• i ~iir l:,'t . i2" u . ' NATIiRAL tIROUNO i2 MINq ~
J~~1 "•?i r~ i •ti i ,f f ~ i ' • is ' * Qi ifa~t ~rkr,?,+ • ~ tdt'~ •.1 Y~'„r wr • .r 1 MIN. • sEDIMEI~r .H
S J . ' . ~ PLOW----+-
:1.. . • ~
• .>.:e h d P P~ PP . QPTIONAi. TYPE R P ~ 6
e' y (~ij • • 'te r il. ~'.1 • ~ SILt BASIN P ' ~ CROSS SECTION wa____.ra_», '
` e ' . ' ~ ~ ~ . TRAPE~OIDALDITCH . . ~ EE~YATIQN YIEMi
+ ~T ~ ~ • ~ . , st~EET t t>~ s •
I1s$s.o2l i,ssa.o21
9 S-4 cc
tow
, co th kJ
K ~ 'fir NOTE:
USE CLASS B 'STONE F08.STItUGTUAAI A 0
STONE 'AND PAY FOR A7 THE CONTRAOT x ~gn ~ vii ~'oz
fifth ro UNIT.PRICE :PER TON 8'fONE FOR ENQSION PIPE ~ W
y~ CONTROL, GLASS B: A ~
w ~ USB.NO 6 OR N0: 57 STONE FOR A V
Ira yp~•:ar~l~ nC 40 Qz SEDIMENT CONTROL AND PAY FOR AT PLOW THE CONTNACT tlNIT'PBICE PER TON ~ p y~.
O SEDIMENT CONTROL STONE. ` m a ~ z
~ CONSTRUCT TOP 'OF BERM A -MINIMUM OF 0, 0
ONE FOOT BELOW.THE SHOULDER ,OR
M DIVERSION- POINT.:
Intl z PROVIDE A'T07AL. SEDIMENT TRAP STRUCTURAL STONE
o VbLUME,OF'.1800t CIVIC FEEL PERACRE U O
OF DISTURBED AREA SOME OF.TME !-HFAUXRED VOLUME MAY BE PROVIDED 1~ X,
a dog: LEYd. SPREADER DESIGN WIj.L BE BALD ON ~ BY UP OA 'DOWNB'fNEAN RON7NOLS. ~ ~ . ~ W CO)
CURRENT DIVISION OF WA1F~tt QUALITY DES10N to 9EOINENT CONTROL STONE ~ m C3 H
WIDEIU!1ES. PLAN W
NAINTE-IdANCE ~ao DATE: 02- yarn
:Olt INSPECT' 1HE IEVEt. TREADER AFTER EVERY RAINFALL UN711. VEtETA710a1 IS ESTABLISHED STRUCTURAL STONE
AND PROPERLY MAKE ANY NEEDED REPAIRS, AFTER 11HE AREAHAS BEEN STABILIZED. 12" MIN 12" YIN. ~ H SCALE: NTS'
MAKE PERIODIC INSPECTIONS AND KEEP VEtr'E'fM10@i IN. A #iEAUHY. VIGOROUS tOND171ON. 12
DRAWN: RSEIZPN
8 J t~ a. 18" ROADWAY BHOINAEH' w DIVERSION POINT ry' 'r J-. d CHECKED: E-GW
YIN 0,<$ m FLOW Y IN
erta. NO.:
w BEDIVENT fON(ROL STONE -°~1$° PIPE NAX. ~ .
SECTION A-A exeE , M , SHEET.
1685.02 1635.02
as
- - -

NOW I CA
10773 ?v Q
/ / / / /~j/ / ! / ` < 28~ 4' wee ~ ~ ~ ~ = - - / a~ 2 < - ~
~ ~ ~ i CL i~j~~ ~ ~ Go, I z~ulo7
~ - \ ' I/ //5~ ///I/ ~T ET 'P DI L LI ~/j Ttl G N~\~ \ ~ ~~y IN
'wit ~ j / , ~ " \ ~ - ~y~..
-6 \ 1 ` \ l C ` fet]i RT. 3~+00 ~'TVRF 0.E IQ(M~T/ TURF RFNFOREFMENl~T \ \ ~ \ ~ _ ~ e': Wt~.S \ \
~ ' 1 ERI ~ -ors ecdn~r u~~r ~ \ ~ ~ ~ ~ _ _ ~ ~ ~ \ \ 111 ",y,~ ~P" ~^E~n ~ ~~:~o~~ ~ ~ \ I I ~ I ~ I ~ ~i~ iii ~ ~ ~ - - ~ 'sPJ \ i iii ~ ~ is~ ~ ~~no~ it I'~ ~ I ~ ~ ~ I ~ ~ ,z-„2~ ~ _ _ ~~1 I\1 ~J % 'n N ~
= 1- - ~ ~ ~ . STREET °G' DITCH INKS \ ~ \ \
` \ ~ ~ C+ - STE~T101~! ` TEMPO -DINING T LIN G\
\ ~j~ O 10+00 LT. - 10+60 ~ - -JUI~ NET ~ REGARD , ~ C~ D C~ETA~IO "C~
~ ~ ~ \ ~ tO~Fc-'TG+60 RL NOT NEED~'ED ~ ~,RETA~ANC CL4SS VEC~rn I \ \ ~
~ ~ ~ C / ' 10 T. - 12 ,75.-kT."~'"NRF 'REINFQRCF~ENT Iv~+r7 TURF ~INPUIlCEMERIT MAT
~ ~ \ ~ ~ ~ ~ tO+, RT = 12+75 RT. TURF REj~VFORCEMEN"Nk1AT ~ TURF REl~JFOR~~AAEr~r enn
~ \ ~ ~ ~ ~ ~ 14+00 LT. - 1~09''LT~ JU E NEfi ~ RE~{~p~CE ~LAS91 D V~G~ATIO
~ ~ ~ ' C / 13+75 IFT! 13+75 RT. - NET ~ ~REf D E CLASS D ET TIOI ~ \ ~ / ~ ~ ~ »
~ I I I ~ Ili ~ ~ i ~ \ 0 1 I I I a d
F 18+9.65/ ~ ~ C ~ ~ ~ ~ \ ` ~ ~ ` z
N ~ 35 43. / ' ' \ ~ I
~ ~ ~ ~ / ~ ~ ~ ~F~- ~~.+74.83 ~ ~ ~ ~ ~ ` ~ ~ ~ 1 ~ ~I~ ii Awzmm ~ Q
e
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i
i ~ i it i i ~`,M i ~ ~~l~i~iiiiiiiii~ii~i ~AnON it ~ ~I k I~ \~l II II °~~I ~1 ~I ~ ~1 \ ~ III III~~~~I~I~~~~~~~~~I~~~~~~~ / i /1
/ / / ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~TREEi 'F' DIT~hI LININGS
/ ~ ~ / / / / - - ~ ~ ~ \ ~SI'ATIOtJ~ ~ ~ TE AP(9BARY LIN G\ ~ .3~R MNENT LINIAfG /J LLJ
/ ~ / / ~ ~ . ~ ~ 22+~~ LT - Y5+30~. SNOT NEED VRETARDANCE C S~ VEGETATION
2+7\5 RT - 25$0\ RT. ~ N 40'
/ / / / ~ / ~ \ \ \ 5+3Q`.LT~ +00 LT ~NEEDE~ ` `RETgRpqNCE~~S D VEGh,'{ATION
\ SURF \REINF0ICEE RENT MAT "TURF RE~NFORC MAT / ~ / ~ ~ ~ ~ 2 +30 RTC- 27 RT. RF REI FORCEMENT~M~4T TURF REINFO ~~T ~~'I~l'~~II~I III III ~I~I I ~ t
I
~ - ~3+4 .41 \ ~ r / / STREEI'M'OR IINING51 / l / / I / / I I I I II 1I III'I 11I11'll III ~1 ~ I~ ~ ICI I S J
/ / / ~ / / ~ ~ / / / ' I ~ ( / / ~ / _ _ \ ~ \ \ \ ~ ~ ~'(NORT AM@RICAN GRE~IV 0350 OR EQUNALEN~ / /
' V ~ ~ O+~OO~ ~ ` 10+10 LT. 'OI4+b0 LT. •~IUP~F PPOFINFymCEMENT MpY I RF RE FOR l NENf i J / / ~ ~ / / ~ / ~ / ~ I ~I I II I II ~ ~ i i i i ~ ~ /iii ~i ~i i~i~i~~i~ ' / ' ' / / / 10+10 RT. - t] INOIRH MIERIGN G0.EB~1 350 HiUN IF0.~RE FOR MEN MAT/ / / ~ / ~ / ~ / I ~ l' I I ~I'I
~ / / / / / I ~ ~ ~ ~ / ~ i ~ ~ \ ~ ~ ~ ~ ~ ~ 300
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SEEDBED PREPARATION
G~N~RAL NOTES oil*
1. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 9. THE CONTRACTOR SHALI.BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND
2. REMOVE ALL LOOSE ROCK, .ROOTS, AND OTHER OBSTRUCTIONS LEAPING E RVS I OIV 1~N D ' S E ~ 1 M SURFACE REASONABLY SMOOTH AIdD.UNIFORM. .~11YIENT CONTROL IYIEA~U~~~7 LOCAL CODES IN OBSERVYNQ.EROSION CONTROL MEASURES BOTH ON AND OFF SITE.
2. THE CONTHACTOR`SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL
MEASURES: m
g, APPLY 1.5 TONS OF_50~ SUPER PHOSPHATE AND 5 TONS OF a. INSPECT ALL' EROSION CONTROL MEASURES FOR STABILITY AND
AGRICULTURAL DOLOMITIC LIME POWDERED) PER -ACRE. Temporary Silt Ditch TILL AND UNIFORMLY MIX WITH UB-SOIL TO A DEPTH OF 6 INCHES. OPERATION WEEKLY .OR WITHIN 24 HOURS AFTER ANY SIGNIFICANT $TORM.EVENT.
Temporary Diversion FERTILIZER AT THE RATE OF 500 LBS. PER ACRE AND THOROUGHLY MIX b. CLEAN OUT ALL. SIFT TRAPS- AND. SEDIMENT BASINS WHEN HALF OF
4. SPREAD A 6-INCH DEEP LAYER OF TOPSOIL. APPLY 10-20-20. CAPACITY .IS REACHED. SEDIMENT SHALL BE DISPOSED OF ON THE z
PROJECT ONLY IN PROTECTION AREAS OR HAULED AWAY IF NOT 44 0
WITH TOPSOIL. T@I11p01''c'~1"~/: S1~.'t F@t1C8 . SUITABLE- FOR FILL MATERIAL.
c. REMOVE SEDIMENT-FROM BEHIND SILT FENCE WHEN IT'S DEPTH
g. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM-AND UNIFORM SEEDBED Sp8C1a~. S@CIlIllGfl't. COtI'tCO~. :rol Fence REACHES 0.5 FEET:
IS PREPAREd 6 INCHES DEEP. 0 u
d. IF ANY E.C. M~ASUR~_:IS FOUND TO BE UNSTABLE OR.NOT FUNCTIONING LLA 4
Rock Chick Dam PROPERLY REPAIRS 3HOUI.D BE DONE IMMEDIATELY TO MAINTAIN MEASURES ......._.._..s..,....---...... ~ AS DESIti~VED OR AS DIRECTED BY THE ENGINEER.
6. SEED OR SPRIt~ ON FRESHLY PREPARED SEEDBED: CULTIPACK ALL SEEDED AREAS AND COVER WITH MULCH.
7. INSPECT ALL. SEEDED AND SPRIGGED AREAS ANO MAKE NECESSARY REPAIRS. $e(~1111~11't TP'ap 3. TEMPORARY AND PERMANENT. SEEDING OF DENUDED.AREA3 WILL BE DONE . ......:...........................................e.............. ACCORDINQ.TO _THE SEEDING SCHEDULE. AREAS WILL BE RESEEDED AS NECESSARY
TO MAINTAIN GOOD VEGETATIVE CODER. w
4. ~MP:BASIN WILL BE U$ED.AS SEDIMENTATION CONTROL DEVICE UNTIL STABLE
.VEGETATION IS ESTAB6I$HED. PLEASE SEE RISER DETAIL FOR CONFIGURATION
Rock Pipe Inlet Sediment ~ell't Tt'1P T_YI~e-B ~ OF'DEWATERINQ DEVICE.
Rock Silt Screen
~o ca r. t>
SPRIGGING, SEEDING.-AND-MULCHING IAJ, Q. 0000
• w 4j ,
CONSTRUCTION SEQUENCE
ROADWAY SHOULDERS. & FRONT DITCH SLOPES: Rock Inlet ,Sediment Trap: r`~ _ THE .CONTRACTOR I$ RESPONSIBLE FOR FOLLOWING THIS CONSTRUCTION SEQUENCE ~ OR ~ IN ACCORDANCE WITH THE APPROVED i~LANS,. THE SPECIAL PROVISIONS PROVIDED, .0° m W 4
SPRIG WITH "CELEBRATION".BERMUDAGRA8S AT ?HE RATE OF 600
BUSHELS PER ACRE. "CELEBRATION" BERMUDAGRASS MU&T BE T~/p8 C AR AS DIRECTED BY THE ENGINEER. c
PURCHASED FROM A CERTIFIED GROWER.
1. OBTAIN ALL APPLICABLE PERMITS SEND PROPER NOTIFICATIONS, SCHEDULE A 01*
PRECON3TRUCTION MEETING, AND bBTAIN NOTICE TO PROCEED.
CUT & FILL SLOPES: 2. CONSTRUCT TEMPORARY GRi4VEL ENTRANCE/f~IT AS SHOWN ON PLANS. 1
AUGUST 1 -JUNE 1 MAY 1 -SEPTEMBER 1 S. MARK CONSTRUCTION LIMiTS=AND ALL PROTECTED AREAS. INSTALL ORANGE H H ~ V~ cr. I=
TREE PROTECTION FENCINQ AROUND VEGETATIVE BUFFER ZONES.
100 LBS/ACRE TALL FESCUE 10Q LBS/ACRE TALL FESCUE. 4. INSTALL ~4LL PERIMETEt~:EROSItSN CONTROL. MEASURES SUCH AS TEMPORARY w
50 LBS/ACRE LOVEGRASS; 50 LBS/ACRE TALI FESCUE 50 LBSLACRE LOVEGRASS; 50 LBS/AGRE TALL FESCUE SILT FENCE, TEMPORARY SILT DITCHES TEMPORARY DIVERSION DITCHES, W "
25 LBS/ACRE RYE GRAIN 10 LBS/ACRE:QEI~MAN OR.BROWNT4P MILLET
500 LBS/ACRE FERTILIZER 500 I.BS/ACRE FERtILIZER A D~ROCKCSIL~S~REENIMSCHEDULES~NSSITEAINSPECTION OFNMEASURES BEFORE z 1 U3 :-k
4000 LBSIACRE LIMESTONE 4000 LBS/ACRE LIMESTONE ROUGH GRADING BEGINS.
5. WFf~N COMPLIANCE HAS..B~EN DETERMINED THROUGH ON-SITE INSPECTION CLEAR 4 q
WASTE & BORROW AREAS: INUPtAN3 OR~AS APPRROVED BYSTHE~ENGINE RILE TOPSOIL AT.A ~OCATIbN,SHOWI'd
AUGUST 1 -JUNE 1 MAY 1 -SEPTEMBER 1 6. BEQIN-GRADING OF ROADWAYS. GONSTR~iCT SEDIMEIVT BASIN RISER STRUCTURE AND INSTALL TALL
100 LBS/ACRE ANNUAL .RYE. 100 LBSfACRE ANNUAL RYE 24'' RC PIPE :AND RIP RAP OUTLET PROTECTION. INSTALL ~TORM DRAINAGE INLETS AND
500 LBS/ACRE FERTILIZER 500 LBS/ACRE_FERTTLIZER PIPE SYSTEM'. ~ v
.4000 LBS/ACRE LIMESTONE 4000 LBS/ACRE LIMESTONE 7. INSTALL IN'T'ERMEDIATE EROSION ;CONTROL: MEASURES:. SUCH AS -INLET SEDIMENT
TRAPS ROCK CHECK DAMS. ANO TEMPORARY/PERINAIdENT DITCH-LININGIS. CUT AND-FILL SLOPES MUST BE_STABILIZED WYTHIN 21 CALENDAR.DAYS OF COMPLETION OF GRADING.
OTHER DENUDED. [e-mail] BE STABILIZED WITH TEMPORARY GROUND COVER WITHIN
15 WORKINQ-DAYS OR 30 CALENDAR DAYS.- 04
8. PROVIDE PERMANENT GROUND COVER ON ALL .DISTURBED AREAS WITHIN 15 WORKING
On cut and fill slopes 2:1 or steeper add 20 lbs. per acre Sericea Lespedeza DAYS OR 90.GALENDER DAYS FOLLbWINCi COMPLETION OF CONSTRUCTION.
.lanuary 1 -December 31. Fertilizer shall be 10-20-20 analysis.
TEMPORARY SEEDING
Fertilizer shall-be the same analysis as specified for "Seeding and Mulching"
o, and applied at the rate of 400 :pounds and seeded at the rate of 50 pounds:
c~ per acre, Sweet Sudan Grass, German Millet, .or Browntop Millet shall be
used in summer months and rye grain during the remainder of the year. The
Engineer will determine the exact dates for using each kind of seed: Z U
U
~y FERTILIZER TOPDRESSING
Fertilizer used for topdressing shall be 16-8-8 grade and shall be applied a
at the rate of 500 pounds. per acre. Upon written approval of the Engineer,
a different analysis of fertilizer may be used provided the 2-1-1_ratio is
maintained and the rate of application adjusted to.provide the;same ~ No
amount of plant flood as 16=8-8 analysis..
o Su~i The kinds of seed and proportions shall be the same as specified for h
"Seeding and Mulchingand the rate of application. may vary from 25 pounds
to 75 pounds per acre. The actual rate per acre will be_determined
by the Engineer prior to the time of topdressing and the Contractor will be DATE: 01-24-07
no in writing of the rate per-acre , total. quantity heeded, and
areas on which. to apply the supplemental seed. Minimum tillage. equipment, SCALE: NTS
consisting of a ,..sod seeder shall be used for incorporat3.ng seed-into the soil
as to prevent disturbance of existing vegetation. A clodbuster (ball and chain) AWN RSEIZPN
CHECKED: Eby
may be used where degree of slope prevents the use of 'a sod seder.
PRO1N0.:
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DATE: 02-14-07
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235 N N N N N N - N N N- 23J 210 N MCI ' l0 N N N N N N N - N N -LL ~-J I I 210 SHEET:
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DATE: 02-14-07
SCALE:
H
250 • • 250 DRAWN: RSE/ZPN
Own W= um wo CHECKED: EGW
i~ PROJ. NO.:
N 245 245 SHEET: Of a
F-T 1-1-FIT[AITHT] [lT-] Ln-, till I I I I I 1-flti I:E,
c~ 9+00 10+00 1 1+00 12+00 13+00 14+00 15+00 16- 16+00 17+00 18+00 19+00 20+00 .2 I+00 22+00 23+00 24+00 ~ 6 g

otrrttirrruuw~a •,,,CA,Rp
• 107
G. 7 WD . nnrrrn
CIRCULAR PI Sta = 12+80.00
Da = 24^54'40' N = 680544.01
Dc = 25^06'42' E = 2126615.39
T = 230.00 I = 90^00'00'R
^ R = 230.00
~,j ~ L = 361.28
C = 325.27
E = 95.27
M = 67.37
ST .e~- A,~~
9-
1 ~ ~T
Is8 Sj 5~,4 ~~q % . X56 ~ F~~: T~ G G,,
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PROPERTY ZINE W
y~ _ _ 59 1
~ ~ w ~ y"~
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l.i_ BOP = 10+00.00 ~ ~t~cI / . ~ 4 p, d~ "o o n. o
N = 680542.32 5~~0~49•~c- ~ y~ rte.(0r d
h E = 2126$95.38 I T 15~ Cv 00 CO
CO ~ Z 0, 0 fit!
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EOP =16+31.38
i N = 68Q994.09 Z ad mu-o
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3 15 315
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3 10 ~ i 310
1-11 HIM 11111 .1.111111 11,1111 -.2; - 111,11 11111 111H. .111111 .111-11 HIM 111-11 Hill I'll 11111 .1,1111 111111 111111 111111 11111 '11111 1
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a
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CHECKED:' E
PR01. NO.:
--W- 66 1- .-H -A-1-1114 I 1 .1 Alit-l- J- JJA -1 11 L LIM.
275 J1 I-- ji L-l :Lmw-i I.: -M I m Lij -L -IL 275 SHEET: I=il
c~ 9+00 10+00 I I+00 t2+00 1.3+00 15+:00 _ 16+ _ 16+00 17+00 18+00 19+0020+00 21+00 22±00 23+00 24 - - 24+00 I`" of ay

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OG
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w W w w 13 ~ 1 zb.~~~ ox2 ~ ~ w
148 149 c? W
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s 1
PISta = 28+74.96 MH 46 ~ ~ ` w
N = 681232.86 PI to = 23+23.63 E = 2126874.46 ~O
~ 1 N 680691.12 MH 4 1 2 C~ " V 1
~ 1 4 q- E = 2126896.28 ~ ~ to I = 35^02'03'{. i 0 W
I 14^05'~9'R, ~ ~
' 13 ~3 1 X23
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2~~~'E N = 680897.35 ~ + ~ C ao o M 4g C W w G v, a
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cO- A~to to 4
~ ~ 1 13 3 MH 4 ~ 3 'Gravel Ser ce Driveway V) 00 «0 ~t
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D
a ° ~ 8-56+3939 v ui U ~ C w~ C ` w W C N 343 792FT ( 1 1 2 +39 39
C
12 125 ~
a CIRCULAR 3 6
D4 = 07^ 8'22° 1 1 ~h \ ~ Pump tton ~~R~~~AR ; ~ 121 cs-
3 5 I ~ ~~R~~~ Dc = 07 38'42° ~ 3 ~ Da =
T = 92. Q~ CIRCU AR ~ ~ 3 2 3 Da = I I"27'3 ' e c,
o~ - . ~~Za-q2 ~ 12 6
.00 Da I I^2733" ~ T T = `
R = 500.00 cc
C= 184 5 Dc = I I"28'42' / ~ L= 3 T ~zo.2. 111C_ E = 5.7I R 500.00 L = 305.73 TW 4
1 C 300.99 q 1 ~ ~z
M = 5.67 L 235.94 ~ E = 2 E=24.31 1 1~ 3 ` 2!U WH it
SCAT S: C = 233.75 / M = I' = 0' HOB ~ - 14.25 ~ M = 23.19 1 a ~ MH 50 'Ire
1 W
I' _ ' VERG' = 5 ~ STREET
STR T ' !Q q
31 ' 3 L ti
320 320 295 i 295.265
265

N
3 15 3 15 290 290 260 260
i
3 10 3 10 " 285 285 255 255
r IN o C~
T 1 11 Hill Hill Hill IIII I`$XI NIII"1%L 111111 11'111 111111 1 Hill Hill IIIIII 111 11 Hill 11
to~
305 11 305 1280 111 1 280 250 250 Qy
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300 300 275 ~ 275 245 245
man P
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295 ~ 2 295 270 270 240 265.235 240 w O
ITS q% NN
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290 290 265 235 ~
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m
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~9 a ~ 285 285 260 260 230 u 1115 230
K .i SATE: 02-14-07
Lr 1.0
~ SCALE:
M 55 i = 0
00 PH 9-
280 ~ 280 255 255 225 7 225 DRAWN: RSEIZPN CHECKED: EGW
LO Qc
N N M ~ 275 rn - 275 250 N NJ 4 0' 0 I I - --LF --t - ~ 250 220 i9 PROJ. NO.:
I-- Ll I 13 \il TTTI- t I T U21] -1 -L L... 220 SHEET: of
23+00 24+00 25+00' 26+00 27+00 27+00 28+00 ~",a 22+00 28+00 29+00 30+00 31+00 31+00 32+00 33+00 34+00 35+00 '5+0o r ~ ag
- - - -

cA b
~ A tr .
• • 1
STREET STREET "G" "IK 04,
Go W ~s?
7i D~ rrrrr~t~ttt~n+~q~1 c+?~
STREET "Q"
~~"Rl.~t~ = 14+07.45. ( • C ~ N = 6396~L~5 ~ ~
U
= 79^29'34"i~ 3 1 ~ 4s~ ~r/ MN S2 c w w c. ~ ~
~ 3 ~ 1 ~ r G W
~ CIRCULAR J ~ U 1
i Do = 15^ '44' a ~ 4 ~?r
i Dc = 19'28' 3 ~.~G W W G 9 _ 0
~ T- 11.84 F~ W W C~ C S / c, G W W G It
\R 375.0 ~ ~ v ! G ~C/ 9 / l ~r• / ? ,ry +r~rr
W
E - 112. 2 / ~ t~ q
M_ ~a~ 3~ ~ A n ~ 13g ~ w
w-- 61 ~ ~ ; c .1 ~ ~ ~ c ~ 1 ~ 14 5 ~ 4/~ uu
~ F-13+27.53 ~ w ~ ~ t'~ ~ ° ¢14+41.17
10 g S9~T E q C ~ w \ ~ ~ C ~ ~ C s / N = 8069 1.12
~ ~ ~ PI St 23+23.63 Q
/ ~ ~9 ~ ~o ~ Q 44 n ~ / E = 2126896.28
4 n i X 4 4 I= 14^05'S9'R •
~ 4 g a`n 'rr v `„o g 0
My 3p ~ ~ ~ P~ z
i 'l 1• 3 F-18+79.65 ~ ~ ~ 1 •:r ~O h h
~ / O 4 2 N-35+43.40 My 3y C ~ ~ ` 1,~.~, ~ ~ ~ W C N~aO
~ OP 10+00. ~ ~ ~ Q N = 79594.83 ~ h ~ ~ N Lo tL!
~ E = 2127290.30 ~'D ~ »l+» 4 ~ F-21 +74.83 ~ ei? co V. co C~ k
(~j G-10-F00.00 C ~ ~~2g~y3• PISta = 25+3 R~ LIJ
a - 25+35.65 x ts t~ 4
[+r e. Y A 1 1 04 mLE 38 897.35 U. pC
~ J l 1tL'~l'i ~ 9 o C ~ ? , FT F E -~-2 ~~49.4 3g ~ W ~ , a 27~~2~..°~ 49.40 0 d
LT~ A MH ~e c S~ 1 7 1 H
CIRCULAR ~
y ~ ~ S~ C MN 29 1 9 6~ 16 Da = ^38'22' ~ ~ h C~ Vj
2/~ ~ 3~ Dc = 7^38'42• ~~~w ~ ~
L h B 36'x'38 89 STRTsET ",lam ~U T = 2.75 P n ~ t U
6 r F-10+00.0 c~ w w ~ R = 750.00 h ~ ~ ~
X84.56 36 tia% j z
END OF E I ~ cO 4 2~ C = 184.10 CIRCULAR 1:c it ~ Q.
STA. 36+7 0 `r^~ ~ = 5.71 x~ Da = i l^27'33' . ui w 4 0 W
W 2~ = 5.67 ` ~~i 1^28'42 z C.0
gQ ~ ` w ~ Q~ T - 20.2 W H Z c7
C c R = 500.00 z !
SCALES: 20 27 C~ ? C L = 235.94 4
i° = 50' HOR EAS MfNT ~ ~ ~ w ' ~ ~ C = 233.75
5'VER 9 ` ~ W ~ E = 14.25 ~ w
.C 1 M = 13.8
Hill
300 - 300- 325
325
u
295 295 320 320
i
- i
290 _ 2.90 31.5 - 31.5
01 L .1: 1~ , 100 100 000 01 0000000 pd 6a 'J
or 1111. 00 00 U. 1-1) 00 00 OF
285 285 310 4 --L La 3 10
kmo MLAD 00
000 '0000000
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I- u 000 0000 op '00000' 1 1 00 I 1 '0 01,00 0, 280 305 1000 00 H I A ~
280 I m mom 19 an lee, oe 3 305
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00000 0000 00 00 u i Fr X01 0: 00 U, i RV I1110.00
"foo w 1,00 .0 'ooo;o 0, i0o 00T
00 0, 0 0 o, Ol 0% 111
275 275 300 30o w a
m;0.io0i!op 00 -C 00 00, 0 00 NJ I
00 0000 - 00 - 00000 0000-1 .00
270 270 295 '0'00 ipo
VPI 1 1. 01 000 01 oo, owl 111 v 295
IJIIR o
~J 265 - 265 290 000 .1 O
mmmmmm 290
11 DATE: 02-14-07
SCALE:
C, I _n Q; 260 260 285
11 We C% 7 2s5 DRAWN: RSE/ZPN
CHECKED: E'GN/
r- PROD. NO.:
All. 0 ~ 255 LLD
255 280 c°'N. v 280 SHEET: Of
d: 111 c~ JTL 9+00 10+00 1 1+00 12+00 13+00 14+00 14+00 15+ - - - 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2 - - 23+00 3 aq

~~,~~~~s»ttnnrx'I ftz yi
• r~.• 5~0
CIRCULAR
Da = 38^ I I'50' 1077'3
- S~T'REET-»~» Dc 38^56'33'
T = 150.00
R = 150.00 PI Sta 32+87,08
40' PRIVATE RAW ~ L = 235.62 N = 680249.07 ~~hi~nrrrr~nrr~~
~ C = 212.13 E = 2126573.61 STREET "fir"
9' STREET' I.A11~ES e' E = 62.13 1= 90"00'00°R ~ ~ ~
n M ~ / ~
s S X ~
K 30+87.08 a ~ /
PROPERTY LI11iE S 10+00.00
0
s N-28+87.08 p~ ~ ~ ~ c W e ~ M~ 35 v z
3
R-10+00.00 0 U
COLONIAL PIPELINE '1 3 ~ _ ` ~ \ ~ I O
3
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N-26 +87.08 i9 3G~ ~ o O ~ ~ ` ~ ~ ~ ^ 33x12° I ~ F-2 +74.83 ~~J ~1
N'3
.i ,~A 3 "
~A ~ ~J3 ~ o ~i p 5 i ~ I ~i +oooo b ~ TREET "3" 3 Quo ,fir ~ f ;
o o Op^2 ~ QQ v o ~ PI Sta = 23+33.70 G- ~ ~ 9y3 ~ ~
CI
• was A+
N = 679295.7 I ` o i ~
E = 2126567.86 1 ~U `v ~ 4 ( 7
~ i = oo~oo-oo~R 3~ ~ w W ~ C z
s ~ ~ . ~ %0 t~ 1`.. `0 0 h• q
Q, 2 ~ ~ ~ Gj GJ c ~c ~ r- 1.0 40 Am rN. 00
1 ~ ~ ` ~ w ~ ~ s ACV j~ LIJ
Zv ~ eta~°~ 6~ ~g V) (J ap W Q
6 Z, 0,
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ZC'~ v w ~ r ~ TREET "R» T 3 ~ ~
~ ~A ~ i ` U- c
° w ~
9 w ~ ~ C~
` W , n L 3~ c
n
n EOP = 35+42.70 CJ
~ W ~ N = 680247. 15
~ O 2l +`6.70 ~ ~ A s ~ ~ ~ W y E = 2 126893.60 ..J Z o I H
~ ~6 ~ ~t2 00.00 ~ ~ G ~ n ~ ~/~~~n L ~ ~ 1 ~6 ~w ~ -
WW
F-•
n ~~i 'c' ~2 UJ cb
~ ~ ~ F-18+79.66 ~ sc i
SCALES: LU
1 ~ i~ ~ w N-3S+43. ~ r I".= 50' HOR mom
S ~ ~ ~ ~ ~ " = 5' VER d 4
.i'' ~ ` c ~ 2 c.~ ui
v ~
340 340
335 335
330 330 F%4
u Lut 11111 Hill IIII Hill III III I 11111 111111 111 Hill Hill IIIIIII 11111 111111 111111111111 11111111 111 Hill IIIIIIIIIII IIIII
n
'o ow wo ow ON oft 0 x
325 ;-m -a sm II- MA lo~ 325
10 'wr 00
Q
I --How 7T I 320 "do L _LL 320
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NO ,W..Powwo NOW an a, no will Wm
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315 315 ~•T,~
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3 10 3 10
col y
OLRVE M1 15
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y 305 17 305 DATE: 02- 14-07
~cz
SCALE:
N
00 11 fill
j ~ 300 300 DRAWN: RSE/ZPN
Y, IV) CHECKED: EGW.
00 r~ PROD. NO.:
VN ~
1_4 1 *mm _ILLLL
~ 295 M 295 SHEET:
ctc~ 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+ 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 3 38+00
Now =
- - - - -

o~,orrrrrr~~~N~~CA po ~rrrrrrrr~,,,4i
ciRCU~aR
Da = 38^ I I'50' Y ~
Dc = 38^5633' Y • IM O •
T = 115.08 STREET ",11t"
R = 150.00 p~ Sta = 16+ 17.84
L = 196.33 N = 678546.02
C = 182.61 rrrrruiNnrrr
E = 39.06 E = 2126563.34 67
M = 30.99 1= 74^59'33°R
~ O ~

R - ~ a
~X~° 40'PRIT~ATE RAW
~ ~ 9' STREET LA11tES z
~ ~ so 1~ ,1 v~ 1 x° (n 0
~ Q.~ z~
1 ti 0
~ ° d,p~'y 2js O
1s c
~ ~ ~ O ~I
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~ PI Std = I 1+24.4 I ~ 1~
~ ~ N = 678415.01 ~ S~ ~
2127040.49 i / V~ c
W ~ ~ 1,
~ oo = is^z i~ is~~ ~ ~ ~ K 14+10.77 w
a
~ \ • k°~°~. ~ p U-10+00.00 ~ ~ ~ ~ 1~ 0
pJ,~' ~ 'l ~O G~
1 ~ ~ I MPAC~T c ~ ~ ° ~ ~ ~ ~ ~ COL0IKIAL PIPELINE
19 0
z
~ , AREA 1 ~ i c~j ~ ~ )fig H2O p *It %0 r% r. NO0N0 0-
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t ~ ~ ~ , 1 ~ 1~ ~ ~ c`~ j ~ ~
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N = 678345.97 ~ ,l L o 0
E = 2127143. ~ o ~ v~ ° .~R ~ K 12+0 1 ~ ~ 1 C + y~ s+ ~ ~.o ~ P-10+ 0.00 ~ ~
c 6 ~
~ ~ ~ ~1S g ~ c ~ to '.bb~
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cc cla L
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X29" S E - 6.48 !v Ww
~ M = 6.40 ~ ` ~ C~ i0 1~~ `SJ9 330
Z ' I .e w
c~j o„ 1 c~ a~ 5 ~ ~ ~ SCALES:
V = 50' HOR o p
I" = 5' VER LU
330
i
i i
i
325 i,
325
i.
.i
320
320
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DATE: 03-1,3-07
SCALE:
00
290 1 290 DRAWN: RSE/ZPN
co C~ CHECKED: Ear
00
PROJ. NO.:
1
285
-Li 112- 11 _Lt'LfiU 10111 1 11 I-ILI I I I- I I J1 " 285 SHEET:
CZ 9+00 10+00 1 1+00 1] I-T[ JJTIT 1 1-1-11 1 12+00 13+00 14+00 15+00 16+( 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24 24+00

~~gNtur
C6A 164
F:~~ 13. 14 15 ~.6 :.~.7 18 1~1. 2f~ . 21 22 23 24. 25
STREET H4~~ . .
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t o
P2,
STR "E'
• ~ o0 oa oa oa
~ ~
r ~ ~ H~I2+39.11 H1=14+58:34
BOP = 10+00.00 EOP = .15+ 18.56 1 , ~ N = 677880.72 H4-11 +91.03. N o0^2o•os~ E H4-1~+21.02 E = 2 2ss77 2s F~~
! ~ E = 2126574.19 z 51856 FT 12~ T . ~ ~ ~ . ` w. w . w. w. w a ~
ww /ZV YE
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HID+00.00 w LmJ W w
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i' = 5' VER k
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340 340-
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330
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11 F
325 ..'I I lit] I 11. own on 325
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Tl I'Ll*flTll TTI LL 295 ~ O of LIE 1
. a; c~ 9+00 10±00 1 1+00 12+00 13+00 1000 15±00 16+0 16+00 17+00 18.+Q0 I9+00 20-00 21+00 2.2+00 23+00 '24 '24+0 0.

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H3 12+3911 EoP = i2+s9. i i 36?'PRIV t io+oo.oo H9L11 +91.03 N = s7soz i.7s ~~7~~~+~+ i 21268 4 4~3 ~ E = 2126575.33 Q IZ~irCil~ll'iJ 11+6689 MH 2s RII~ATE R/R~
W . N
~S W/PARKING
10+00.00 " ~ _ ~ ~
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2 i H~IU+00.00 HI 14+~~39
H4-I +27.02
W~ ~ s, p 2h"lT III" WW 3: UJ
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SCALES:
i' = 50' HOR 0
I' = 5' VER W
Q,
C3
340
340-
335 335
330 330 C
Hill 11 11111 11111 111-1111, 1111-1 1111111, 111111 Hill 1.1111 1 1.1111 111111 11111 HIM 11111 HIM HHI 11-111 1 11111 111-11 ...11111 11111 1111111 1111-1 11111 1111,11 Hill 111111 11111 111111111 11111 1 11111
325 325 ~ h
i 9 or I HI
H Hill
i s- r, 1 24. '11 fl 1 1-1 11 11 1
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DATE: .02-1+07
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300
lit] 300 DRAWN: RSE/ZPN CHECKED: EGW
PROD. NO.:
LLL
295 --TL I I I Ll I-ilm. 1.1 1 w I I I u I- 1~ I I I 295 SHEET: G
a 9+00 10+00 I 1+00 12+00 13+00 I4+00 15+00 I6+ 16+00 17+00 18+00. 19+00 20+00 2I±00 22+00 23+00 24 / 24+00 ~ Of

~prrrrrrrrrrrup~~
Ole Ole
.
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a ~ . ~ H310+00.00 0° ~ +oi = o m m N EOP = I 1+66.8`9' ~ ~ ~I m m ~ ~ ~
~ ~N G
S 66 89' FT ~ 2 126814 4I3 ~ ~ ~ 11 ~ ~
M M .STREET H2
HI 12+0943 ; ~ ~ ~ 36'PRIVATE R/W `
H2IO+OO.oo ~ o ; ~ IZ'I.A11lES W/FARKI11tG
r ~ ? Oc3r.c~ ~ W40 10 115
MH 25 ~ 1 :LD
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T SUMMERWI~ID THE PARK ~ c
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N31ViU(1D3 b0 04E~ N338J NV:3RI31Ma~ H1bOWj:4
H7 14+58.39 ~ Hill +91.03 ? ~ \ k6~ayo1 QN~+tint~ ~ H4-14+27.02 MH M ~ ~ ~3 NOI1V13~J3A d SSV7~ 3~NVdiIV13a L~ L'C V} CCL
>NV~IVL~I a3NIf1D3N 3NON 5£+Sl - OO+tit W w -to
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e 1VW 1N3W3~80dN13a d8f1.L.s tl d8f1.L.s lYW 1N3W3~bOdNl38 dllfll.s OU+ZI - Y9+OL W
Z
'li~3d ~J N A8 Ff~j OI1V SCALES: SCALES: ^ 0
S~JNINiI H~114.3, 13381S 50' I" = 5' V 1" = 50' HOR to
I N = 5' VER tAj
i
CJ
335 c1t 335
M
330
330
325
325 ~ N

11111 1 Hill I 11 11111 111111, 11111 1 11 Ili IIIIIII 11111 11 11 11 1111111 11111 111 11111 11111 11111111 Hill IIIIIL All 11111 11111 111 11111 11
z F"
All I
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am Mom" DATE: 03-13-07
N SCALE:
M 295
2g5 DRAWN: RSE/ZPN CHECKED: E~/
AIL
PROD. NO.:
I H 1111
290 11111111 Al 1111. Ill I I I --T 90 SHEET.-
I ULLL ] YL J I I LLI i.... :L ILL I I U I amma 2 of a 9
n~". M 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+1 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24 24+00
- - - -

`,,,,~+~~rrnrrrrr~ttttttt~~~,~, # CA,
.
.
H2-II +66.89 H3 12 +39.11 PI Sta = 10+30.00
N = 678 188.36
E = 2126987.45 ~7l ~~~~tttntrarnn+n~+~
STREET CB ~5 H3 10 -F 00.00 SZ•~~,T• ~4~ H4-11-1.91.03
02^40'39'L
PROPERTY LINE m
~''r' STREBT M~ 26 PI Sta = IO+g3.79
N = 678216.12
MH 10 ~ ~ E = 2126930.02
~ ~ = 17^07'55'L
\ C0 3 ~ MN 2y
PI Sto = i 1+56.63 L
~t 1.; q N = 678225.74 o
E = 2126$66.96
i ~ TREET '~I2 ~i i g
°o ou .r..¦ V)
W
36' PRIVATE .R/[~ P~ Sta = .2+04.68 Mwanr
9~ M1i 1 o C6 2 ~~o N = 678234.02
9t `o l2'LA11tES W/PAItKI11tG E = 2.268.9.63 W
~ R o = 09^28'35'R
~o
BOP = 10+00.00 ~ ' R ~ ~ PI Sta = 12+52.50
N = 678174.05 \ v to £ N 678249.38
E = 2127013.82 a + E = 2126774.31 H
/ C6`p a ,i HI12-E09.43 HI 14+58.39 ~ E N3poo~'oT•W ~a ~4 ~ ~ ~ H210+40.00 H4-14+27.02 Q E EOP = 14+58.39 1= 03^06'32'L
N = 678307.74 d
E = 2126576.69
j eo ° 4
N W Z
MN $ ~ o w ,p o 0
o ° o MH ZZ N. 00
8-21-F$0.0~ I 63.79 p~N Z~ N 8048.056F7 N`~ 2, W w ~ v~ tJ CO co c ;04 ZQ`0'. W
1~ f ~ ~ N 70^36'0 I' W N 73"42'33' W / ~ ~ ~cA T' + ~ 48.05.FT 205.89 FT W
C y X i3
G ~ N ~ ~ O N 2wm~
~Y ~ u`~' ZA CIRCULAR CIRCULAR G ~ 4
Da = 13^31'44' Do = 09^53°04"
~ N si~i9~arw O Dc 13^33'38' Dc = 09^53"48' 01* to
~ 63,79 FT c+n 'v' a Q T = 63.79 T = 48.05- LO
R = 423.50 R = 579.66
L = 126.63 L = 95.87 V
C = 126. 16 C = 95.76
al E=4.78 E= 1.99 ..az
~ \ M = 4.72 M = 1.98
MH ~ N . ~,~c~ is 6~ cA ~ r= WW Q 0
a ~ ~ W H.
Z
~ ~ SC I' _ SCALES: W
I" = 50' NOR
Y, I' _ I" = 5' VER
4 ~
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335 335
h
330
330
C~
i
325 325 -T]
i .i
IIIII AM 111111 11111 1111111 11111 111111 11111 11111 HIM Hill 1111 1111111 11111 111111 AM 111 11
col
320 - 320
I (A
L 12. 2 00,00010 tt4
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315 315 ~ Q
00 WOW
Mr--te line so - 000i I Hui Ill
3 10 3 10 w O
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00 111 U
P. II 001 111-1
305 305
U AT
All 1, 1 HI IIII
00 a~
till. oy 300 Q~
300
DATE: 03-13-07
Lo NJ 3 SCALE:
Jul 295 -
N W. 295 DRAWN: RSE/ZPN CHECKED: E~/
PROD. NO.:
~N
290
I Jill 290 SHEET: ] Of a °1
M 9+00 10+00 1 1+00 12+00 13+00 14+00 15+00 16+01 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24 - - 24+00

CA
~r•p°r r°°rV .
STREI~T "B"
. CB'I, : ~
i -l.~~ ~6 ~ ~T 7~"ItEET »E~~ PI Sta = 14+52.82
M = .6T7$00.£~7
i ~ ~ ~P ~.tTr~^? il~ E = 2126.534.61 _ .
~V~Ll V _ R` i'/' 1= 31^20'38'R
r ~ ~
~'REET: DANES ~ CIRCULAR
o/~: PISto = 11+58.14 1~~~7~ Da = 18"28:5.7'
N = 677945.92 Dc 18^33'49'
~ / E = 2126795.26 ~ ~ ~ S t= 29"26'27'L T = 86:97
R = 310.00
/ ~ a~I CIRCULAR -o L = 169.59
C = 167.48 a
Da = 18^28'57' . B-I9+10.80. ( / ~ ~ ac is^33~as~ p. E = 11.9T
a M = 1 1.52 _ t~.
W u t~G
~IU+00.00 I ~ R = s io.oo N
~8• ) ~ k o l = 159.29' ~ y` N 8T .05 . ^45 y
n ~ S , ~ 9 C = 157:54 . ~ ~ 86.9T FT~~~ Q EOP = 15+35.44'
-BOP - IU+00.00 ~ E = 10.52 i~ 5q' 1 f W e ,~,~rf. N 677804.29
E. = 2 26953 9 ~ f i 9 ~ M = 10.18 ~ S ~ a ~8~f~ E = 2126A47.7 t
J ~A a ~ F . . ~r ' ..--~r''. a a 9 '~8 ~ - TIB TO EXISTING PAV~s'MEriT
~ o
a".'- w- • ~ ~ ~ ~ ~ w . ~

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Hill
345 345
Hill
i
i h
340
. .i 340
11,11"M 3351
335
I Ufl t~
330- oil 1A I- 330
SON
F I- I' F .111, 1 I'l Hill 1,111 1., -11 A. w
.100
.325. 325
list
100 00'
320 ~ 320
1, Ll. it 1:11 11 11. 1 11 F, I* I V Hill
' A
315, i _ .3 15 y
I 4A.- 1 1.111 1 111 11111 1,11111,
O
I L I 1 .1 1 ti. 3 10
310 DATE: OZ-O5-OT
~a
rill. Il. 1 1; 111, -111 1 .11 11111 111 Hill A III Hill Ill SCALE:
ILI .11 J -J 305 DRAWN: RSEIZPN': ,
305 WIN I CHECKED:- EGW
Vit PRO1. NO.:
_14 1.
.11] IL P, ILL- I ILL. A-1 300' SHEET:
300 L JaLLL
d:a 9+00 I'0+00 I 1+00 . 12.+OQ 13+00... 14+00 15+00 16+ Q0. 21 0 22 00 . 24 16 00 .1.7+00'*, '18+00. 19+001. 20 0 23+00. 24+00
- - - - - - - -

,,e,~rrr , r r r r r r r N n r e q~
eee ~C A I?
off, ~ ?°1 ~r 10
PI Sta = 35+25.65
N = 679489.23
E = 212721s:o4 STREET "F" W4 7 •~+rrrrrrurr
= 26" 11' I VAR
r
1~ 2~ 21 22 23 24 25 26
M Q
13~ 18 27
MH 30~ # ~ -1 1
IM AC , ~ ~W W~ G~W W~ STREET "~W W~ ~W W~ c p
w w w G ~w W~ ~O )
AR A CAW W
_ ~ 16 BRIDGE ' ~ z
M a
~ ~ 8-36 +38 89 ~ H 2 ' z 0 V
~ 14 ~ l Flo+oooo ~
c w w c~ c(~w w~ ~w w c~ c W w c~
~
. F s oea ~
W ~
ui
7~ 6~ 68 67 66 64 3
,ri IRCULAR ~ ~ ~ w 1 ~ ~`y~ti 65 6 62
a = 0 49, ~ ~6„ 1 ~ yx 6 3/S . M "'i / H
c= 348.7 T ~ ,/BgFT xoXp ~ C~
" = 1500. ~ ~r ~ ~ ~i ~i~ / » 61
µ a = 685.56 1 p ~7i ~ w Q Q~'~ ! I Sta = 4 I+ N 679. 1. O ICJ o ~ +a = a
QZ ~ ~ / 8-39 +23.68 N = 680036. to E 0 MH 27 181 ~ W ~ ~ ~ r ~ E = 2127492. 680036.70 0
2127492.35 L~o~p vAlG R W z
~ I-10+00.00 2s ~ i• i ~ N Exn of p r 18 2 ~ ~ w ~ to+oo.o0 51 ?6^ I I' 1 I'L ~ - ,,1* %01%-.. ~o o r. o
51 ~ 9' ST ET LA11t S 110 C> - N 00 00
0 .:2 . LU cry U W CQ
2 ~050~0~ STA. f 5.00 1 g 3 0 ~ ~ w 5 2
~Z Q`0. LLJ c ~
/ c 53M 54 55 57 58 5~ 0 6~
• wc~ O Vf cz)
MH .A 184 ~ / N a ~ G~
O ~ ~ W W~ a G~ W W~ 00"20'44' E G~ W W~ ~ w W G~ w ~
~ 884.65 F7 0.
Lo
21 ~w .m / gyp,
O OO -.p .00' a t~
~ 21~ W~ ~ 185 ~ ~ 2~~ ~ww~ ~ i
H H ~ (n
' 187 , i w i ~^T 98' ~~6N6 TfOMLESS CM ARCH ~ w w w
' ~ ~ 212. ~~R~~~AR 2 D 8 s W_
{ Da = 0 ^43'46' 2 2~ 7 2~ 6 ; a B-~a+s9.09 rw # B=46+ 9. o ~ W H' :4~ CC
~ Dc = ^43'55' ~ 2~~ I-I8+3S.24 EA 3 K-10+00.00 ~ 8 1
sca~ES: o I-II+90.09 ~ r~ T = ? oo.oo Z ' W
I" = 50' HOR m
I" = 5' VER ~ z-to+oo oo I 213 ~ 95T. ~I""'--- co C = 453. 7 72 71 I 82 zet
4
~m + , E = 26. ! ~ 2~4 '
M =26.0
STREET "I" STREET ~K"
U
280 a 2$~
h
~1
275 275
270 270
"'T I 1 1111
265 265 Im VON OF a
260 260 z a
255 255
NOR SO
g
250 250 INN ONE a a ~ z
0
y ~ 245 245
DATE: 03-13-07
a SCALE:
tr In
oM'MN R.S,,s"E1ZPN
240 240 G
Hill III I I CHECKED: EGW
1.0 PROD. NO.:
N N SHEET:
235 N 235 sora9
a M WOMM34+00 35+00 36+00 37+00 38+00 39+00
-

,,~~rr
A R i
• s
r • • w
a
N- 12+0307
P- IO+OOeOU STREET '~i" STREET "P" STREET "F" 31AI~+~r~~~~rN~mmrt
t~0 ~ C 1 `1 Gv W vM
2.s' LJ '
L W w ~ ~ G G~ ~ , I 3~5 5. ~ $
W G ~ E=21 21904 3
IMPACT 4 ` c, w ` W w G i
C~ _ C~
c w roc I CULAR 1
N = 6781 18.97 , , ~ 15`~ µ ' 13~ 1 1 f 10 0
E = 2126954.40 3 / ~ G~ W w C i ~ ~i = 03^ 4'~
= 39^40'05'R~Rj~ R OV KE f s ~ ' ~ L ~ W W ` 1 3 162 16 6~ t ~ ° . 03~ ~ ~ i[ ~ ~ = 348. ~
~ I 2 is ? B-36 1~ ~ 11 1 .X96 ~ F-io ~ 14~ i
wow A ~ 16 4 6 B--36+38,89
F- 10+OOcOO W
~ ~ , ~ tF 166 16
op ~~`~o ~ ~ ~ 16g 1
~ E s.o 1 >
yos , rr,~ RiSER 3 , ~ F 1 ~ ~j 16 ~ g ~ I M C{ T . ui
W ~ ~ AREA F c
yG ,aK.~ W i W G ~ i ~s
1 5 6 G ~ " - '
~ 4
~ ~ ~ 99 ~F
24' x 7~~N CON • ~~~N S, L M N ~f ~ V
L W W i~'' ~ 1j 11 ~,n ~ p~' - ? 'tl 11 T ewe fi rv[
F
,y • N =,678426.57 O ~ 1"'1 `111 T - ~n ~M t ~ (~I ~l w ~
w D:"`~""`E`°°=` 2127212.63 G ~ T ~ C ~'~Ohh
0 %0 0
a~ r~. oo °o V)
' ° N ~~`2° 181 ~ 1062.15 Ft -a " ~ " k k t Q M k co (10
w o P T 0~ ;ae . r-°' W
a, / ~ _ n LLJ-
~a ~ o ,r n ~R ti 41 t%t X d (zoo
~ d C2 m U- L L- c
}A 4
-gip ~ _ ~ ~ ~ - " STREET ~~8~~ 8 -1 W
B-23+66e 12 ti"" CIRCULAR to 01-
N- io+oo.oo oa = ~8~28-57~ N 40'PRIVATE RAW Z`W ~ END OF PHASE IA
yx~ Dc = 18"33'49' o ~ l1tES ° ~ ~ I U
Q`' R = 310.00 9' STREET LA11tES v j Z.
L = 214.62 cc cc C-L
C=20.36 ~'a W W
E = 19.55 3: W F--• Z
M = 18.39 ~~n 1 g W H CJ? 1
SCALE - ~ 1 z 1
I' _ ' HOR ~ n ~ 1 w
I" = 5' ER ~
a ~
3 15 3 15 300 300
3 10 3 10 295 295
S ate
305 305 290 E~ 290
9 t~
TIT T x
1 I" RIM oft 000
300. 300 285 295 280 285
I— a r FM No M~Mwam mom %11 lit -.L %ps
100 WA IIIIIIIII ow as ow no
arm iii - - oft
_0_0 01 A w
T~t 45 295 0-4 TIT 2$0 ~ o
ma m
c. 2 t
cc 11-IM&A -ow- I
'ILI ~ z
290 290 275 275
U
Oel
285 - 285 270 .00 O 270
F1 5L E 04
o1
O
280 LIIIIIIIIIIII WIN to 280 265 265
3 ~ -22 DATE: 03-13-07 rrll- -A
:lD SCALE:
k
275 275 260 " ' 260 DRAWN: RSE/ZPN
CHECKED: EG(/
o co PROD. NO.:
v
N N -FT
270 rn 1 ~2 270 255 N 255 SHEET: ~ of a9
~~",i~ 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+C 36+00
29+00 30+00 31+00 31+00 32+00 33+00 34+00 35+00 36

~rrurrrrrn;~q~
yi Q K A
A • •r
• • rr.
"Ook
f
PI Stc = 13+ 12.23 +m~frrrrrr~
N = 67T338.09 STREET` "E" STRE ~C " " fC SMEET ",11t'
E = 2126949.69
1= 33^06'01'R #c m
CIRCULAR
Da = it"27'33' ` ~ s 1 \ ~ C~
o~ = . ~~28-42~ STREET ~~B ` 'C ; ~ ~ ~
T = 148.58
R = 500.00
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