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_ _ _ _ ~ ~ ~ ~ ~ CATERPRIAR 91C, ' ~ ~ ~ - ~ ~ CglTAOTf JOE POOLE
' ~ ~ i ~ d 964 NC 42 EAST CUY7ONr NORM OIROUNA 27610-0998
_ PNONEt (919 b60-I1W ~ ~ ZpIINO aF PROPERT@ R-E
~ ~ ~ j ~ ~ ~ AREA OF 1RACT: M.61 AC
~ ~ ~ ~ / i LEGEND
~°o / srt~AN cENmLUNE
_ \ ~ / / ~ ..i'ri'aiii:iiri::::,:~i:~i'r.:i~Si-'r'rii'r: AREA of niAC1E0 61REAN
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- - , ~ CLASS 1 A1P RAP
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11`11111I1{Iiillll/l/~~~/ SEAL SEAL
CATERPILLAR DATE: No~embeF 200$ SCALE M&nGFITtENUMBER
pR . li ~ fE N , CAROLINA MCE PROJ. ~ D1517-0193 V I JOHN STON COUNTY, NORTH DRAWN DJB HORIZONTAL: ~Raw~NG NuMeER
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1V1 i..1WLL ^ DESIGNED DJB ~_L
SERI CHECKED JAM VERTICAL:
028419 = 1730 Varsity Drive, Suite 50 PROJ. MGR, JAM NA 2 OF 4
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STREAM IMPACT - CULVERT CROSSING STATUS: Preliminary Design REVISIN
1111WO
RMNO. DESCRIPTIONS DATE SEAL NOT VALID UNLESS SIGNED AND DATED www.mckimcreed.com
REVISIONS

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1. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION I ~ ~ ~ / ~ / , ~ ~ ~ , ~ ~ ~ < - ~ ~ ~ ' ,F ; ~ i i _ I f ! BEYOND GRADING LIMITS, ~ ~ / , _ ~ ' ~ ~ I _ . ~ ~ d~ ~ - ~ ~ /
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2. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED, ~ ( ~ - - ! ~ , ~ ~ 1 ~ I ( , ; ~ ~ ~ ~ r ~ { ~ ~~l 'i , I /
3. COMPACT ALL FILL AREAS PER THE PROJECT SPECIFICATIONS. ~ + - ; ~ I - .1 ~ /i . ~ i ~ _ - i ~ ~ / i / _ ~ ~ / ~ Lam' ~ ~ ~ ~ I~~ l~ ~ ~ ; J
~ _ ~ ~I, ~ i 4 A AR A AR TO GRA T ~ ~ I ~ I r~ ~ - - ~ - ' ~ ~ ~ ~ - LL E S E BE DED SO HAT NO AREAS OF STANDING WATER ~ - c,~ .AT1dN , ~ , ~ _ _ _ _ _
~ OCCUR, ~ ' ~ L ~ I ~ ~ i ~ ' _ ~ ~ , - ~ ~ I I ~ ~ ~ - _ / - - ~ r ,~~~~QNE,~1~ X30'1 1 ~ l ' ~ ~ ~ i ~ / - ,
- - i 5. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATIDN TO THE ~ ~ I ~ ~ ~ ! ~ ~ ~ ( ~ ' - " ~ ~ - i ~ ~ ~ ~ ~ ' (i , ~ ~ / ~ / / ~ / ~1N4~1~1U t~ED ~ Fbl~E,~T _ _ _ - - _
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE ! ~ ~ ~ I ' ~ ~ ` ~ ' ' , / , - ~ ~ ? ' ~ ~ , , • ~rr/, , ~ , , , - ~ ~ " ~ ~ UEG$Tb 110 ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ' , ,
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~Q~E~T .~~i~NE~ ~ ~l~ ~r/ ~ / / / ~ ~ ~ pA ' ~ i i ~ / / , ~ ~ r i / ~ ~ , ~ \ ~ 1 _ EXISTING CONTOURS
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~ , ~~O ~ ~ ~ ` \ ~ \ ~ \ ~ \ ~ ~ - ~ ~ ~ / ~ / ~ ~ 260 PROPOSED CONTOURS , , ~ ~ 1 ~ ~ _ I
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~ , ~ , ~ ~ ~ ~ - - - - - - - - - STREAM TOP Of BANK
/ . r ~ j \ ~ / - ~ CENTERLINE Of STREAM
-i ~ - 1 / / i - _ I 1 ~ ~ . ~ ~ ~ ; ~ ' . ~ ~ ~ \ ~ ~ \ / , ~ / ~ - - - - -EXISTING EDGE OF PAVEMENT
~ ,~r~ i / i '
~ ~ l , ~ / , i ~ PDE PERMANENT DRAINAGE EASEMENT ~ . I ' ~ ` ~ ~ ~ /
r r ' ~ I ~ f ~ _ A V ~ ~ ~ TCE TEMPORARY CONSTRUCT10N EASEMENT
~ i . / / l ~ / ~ / ~-FEh1PDRA$Y~ ~ ~ ' I I I I ~ ! ~ I I / ~ is i x ~ - i ~ ~ / ~ j ' ~ - ~ i / ~ / ~ ,f r / - CO>~~ZRRCICT[QN` 26 { ~ ( ' ~ I , A ~ \ ~ ~ ~ A ~ / PROPOSED 60'" RCP
o l ~ i , j. ~ i l ~ , i , / / i r~cF ~a~ ~AUEM~ r ~ , i I I ~ I G ; l i~' , ; / i / ~l ~ ~ / / / ~ ~EASEMENL-- (i~ I ~ ' I (i I I ' j ! i j i ~ ~ coNSTr~u~~rio>v 1 ~ \ ; ~ ~ ~ ~
i j ~ EASEMEI~ r ~ ~ i ~ V~ ~ ~ TYPE B RIP RAP
i~ i ` i ( 1 1 I I _ ~ ~ / f ~ L i - / A'NA FR D SN ULDflR . l ~1 , _ ~ ~ r i / ~ ~ M QED' ~ ~ ~ ~ ~ i ~ i I i ~ I i ~ i ~ ~ , / / TYPE 2 RIP RAP l / /
~ ~ ~l PROPOSED 60" ENDWALL
i i / i ~ l ~ ~ ~ ~ I ~ i l ,'~'i ~ ' , I ( ! i i ' ~ r' I , ZONE ,30 / ~ ~ h ~ ~ ~ ' , I , , ~ ~ 1 j ~'r I it ~ ~ ~ / j i ! ~ ~ i /
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a 0 SEE SHEET CG100
~~~~~Nliillllll~~~~ SEAL SEAL
Z~ CARP pF~ li ~ s ~ . ~F lO,y CLYTO PARKWAY DATE: December 18, ZOOH M&C FILE NUMBER SCALE
& q JOHNSTO COUNTY, NORTH CARaLI A MCE PROD. ~ 01517-0193 CG-~o~
DRAWN DJB HORIZONTAL: DRANINC NUMBER
SEAL DESIGNED DJB 1" = 40'
028419 1730 Varsity Drive, Suite 500
K ~ . p; Raleigh, North Carolina 27606
ENGINEER ,0~ Phone: [phone], Fax: [phone] IP CHECKED JAM VERTICAL; GG 101 ROJ. MGR. GML NA
GRADING PLAN STATUS; RDASION
/bill 1uu REV.NO. DESCRIPTIONS DATE Preliminary Design
REMSIaNS SEAL NOT VALID UNLESS SIGNED AND DATED www.mckimcreed.com
4.

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~ i / ~OUTEET ;PR~OTE~CTI O~J~-- FaR - - I FES
/ _ 250 ~ ~ 1 / / - ~ - I I ~ ~ , „c-~QO RIPRAP TO EXTEND OVER p~p
R~IPRA~~ T .TIE, ~ T~' RIPRAP - . ~ ~ ~ ~ ~ / i / / ~ I I TOP OF FES Oy~OaOq~ q~>QO°p° o CAST MONOLITHICALLY gQgoO~ ~JQrQ$~ ~CS
/ ; EO~R ~WA~E~. ALAS - ~ ~ ~ ~ ~ ~ , , / ~ . , / ~ , WITH ANTiFLOTATION O`~ ~~~~``~,`O~?'
5' "x _ 6 5' 6"xt' 6" . T' Xi 0 E Eft , D `0 ~ R ~E OP F ~ - ~ BLOCK O~jo O ~p QQ qO. p 60
/ ~ ~ _ - _ ~ CAST-IN-PLACE . ~ / i / ~ ~ ~ ~ CONCRET A ~ E ~ _ _ 8 SE ` 'FES. SEE DETA~1~ ~IIS: SH -ET, 4-N0.8 BARS (G6D) ~ B Op QoQObo~o~~~~~
/ E 45' AROUND BASE THAT do p o ~j ooQ b~ e PENETRATE THROUGH 00 9° ~J o W
~ ~ ~ / Ef~ERGEf~C~Y~ PILLWA~'~- ~ - ~ ~ ~ / ~ / ~ / / 4X4 PRE A RISER oo ~e ~~~a`~o c' ~ ~ 4'X4' PRECAST ~~J~Op`~}' O OO~p~ 0~
~ ~ i ' ~ / 1 NON-WOVEN FILTER CONCRETE RIS CONCRETE RISER Q o o q0~~ O ~JpC~$q
/ / EMBANKM~~~~FILL TO B PLACED ; FABRIC ~0 ~ ~ ~ / 39~ ~
/ U~ID~R SURERVISR?~I~OP ~ ~ p~00C3 ~ ~~~00~ o~b~o
/ . 'r / - ~ ~ ~ ~~~G~~O.TE C~~I ~ L.C A~L E~~l G I N E E R 4 5~~~ PLAN VIEW q n° °
/ a . ~ LO a p d d,
% ~ RISER B~ARR~L~, STRUCTURE- ~ ,8 -a I / ~ r / ~ \ ~ 4' ~
i i ~ / / A ~ °e u . a a a 6.,
/ / i ~
~ r ~ ~ ~ ~ 0 0 0 0 0 0 0 0 > O O D O O D O O p ~ ~ °
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24" O O o 0 0 0 O ~ ' \ ~ > D '~D~j D D D D~ D ~~C~CJOOQ q0
/ ~ i / ~ ~ ~ ~ ~ - ~ ~ n6~ ~ 0~0~0 00 0 , , , ~ ~ ~ G O O O O O D O O O jQ D D o D D D ov D D
/ / ~ ~
/ ~ _ - ~ b•, COMPACTED (95% SECTION B-B
/ / M.D.D.) ABC STONE / ~ _
/ i STONE CLASSIFICATIONS OF CLASS B REQUIRE A SUBLAYER OF FILTER FABRIC
/ / / ~ e _ / ' ; i i ~ ' 'I 0 B L0C K D ETAI L OR FS-2 FILTER STONE IMTH A BEDDING THICKNESS OF 6"•
I ~ ~ / / / ~ ~ ~ - / ' i i ~ / ~
~ I ~ / ~ ~ ' ~ - ~ i ~ ~ / ; NTS OUTLET PRO E TION DETAIL
NTS
, / ~ / / ~ 65~ ~ , i' ~ ~
STRUCTURAL NOTES. ' / !TES.
' o ~ , ~ i / ,r / / ~ 1, CONCRETE DESIGN IS BASED ON THE F ASED ON THE FOLLOWING STANDARDS: 7. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH "SPECIFICATIONS FOR
i ~ i / ~ / ` ~ ~ BUILDING CODE RE UIR M T STRUCTURAL CONCRETE IN BUILDINGS" ACI 301 AND ACI PUBLICATION ACI-350R-89 EMENTS FOR REINFORCED CONCRETE (ACI 318-89) AND "ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES".
O q Q E EN S FOR RE ~ ~ ~ ~ ~ ALL SUBSEQUENT SUPPLEMENTS. ~ ~ ~ 'CEMENTS.
/ / / / / r~ ~ ' ~ ~ - / / ~ i" `U.N DER R'A I I~ PIP . 2. CAST IN PLACE CONCRETE DESIGN IS E :TE DESIGN IS BASED ON THE FOLLOWING MATERIAL 8. UNLESS NOTED OTHERWISE, ALL SPLICES, BENDS, STANDARD HOOKS AND OTHER
/ Q ~ ~E S ' ~ STRENGTH; / ~ 2~ DETA'1LING OF REINFORCEMENT SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"
o " / r' / i ~ _ / ~ ~ / / / , ~ ~ ` ~ A. CONCRETE (AT 28 DAYS): 40 f 28 DAYS): 4000 PSI (.46 MAX WATER CEMENT RATIO) ACI 315 AND ACI 318-89.
i ~ ~ / ~ ~ ~ / ~ ~ B. REINFORCING STEEL ATM STEEL, ASTM A615, GRADE 60: FY = 60,000 PSI 9. FORM FINISH IS ACCEPTABLE FOR WALLS, FLOAT FINISH SLABS, RUB EXPOSED
~ ~ / ~ / ~ ~ ~ ; / ~ \ / ';J' / % / ~ ~ 3. MINIMUM CONCRETE PROTECTION FOR R
/ / i / i ~ . , JTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS: SURFACES. 10. CONTINUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS
' ~ ~ i i ~ A. CAST AGAINST AND PERMANEI " AND PERMANENTLY EXPOSED TO EARTH = 3" IN RISER.
' / ~ ~ B, EXPOSED TO EARTH WATER C / / / ~ S , o, / / / :ARTH, WATER OR WEATHER, WHERE FORMS ARE USED = 2" 11. PRECAST MANUFACTURER TO PROVIDE #5 DIAGONALS AROUND PIPE OPENING IN RISER
i~ 1 % / ° \ / ~ ~ ~ ` ~ / / i ~ BOX IN EACH FACE•
4. CHAMFER ALL EXPOSED CORNERS OF C i / / / ~ ~ ' • / ~ / / / / ~ ~ ~ ~ ~ UNLESS OTHERWISE NOTED. CORNERS OF CONCRETE WITH 3/4" X 45 DEG CHAMFER, TED.
~ , % / ~ ; , ,
~ / ~ 2~
TRASH RACK~GRATE TO
/ ' _ OVER TOP OF RISER
/ / / ~ / / / _ CUSTOM TRASH RACK PER 4' x 4' x STRUCTURAL HDPE DETAIL THIS SHEET
/ ~ ~ , / / ~ CLASS B RIPRAP
~ / ; ~ ; - - _ ~ FOREBAY. BERM TO BE 1' 4' WIDE x .25' TALL ORIFICE TOP OF RISER EL = 254,10'
/ ' ' / ~ TALL 3' WIDE AT B TT i / ' 2 2' WIDE AT TOP V TEL = 253.00'
i % / % / i ~ R~ / ~ 8~ ~ APPROX. 5-8' ~ ~ i / i ~ ~ / ~ ~ ~ FCOW - APPROX. 5-8' SCREW IN SEWER
, CAP AND COUPLING , 4___,. _ y, FLUSH WITH GRADE a I ~ p TEMPORARY POOL EL = 253,00'
~ % / , i _ ~ COMMON BERMUDAGRASS / ` / i / ~ ~ ~ / ` ~ SOD TO BE LAID ON TOP BERMUDAGRASS 4.0' PRECAST CONCRETE I ~ ~ H'! L ~&I ~__..®_..__s_.._----.._--_.._ BE LAID ON TOP - -
/ i / ~ / ~ / / _ _ ` - \ OF BIORETENTION MEDIA SOLID 4' DIA. RISER STRUCTURE DETENTION MEDIA SCH 40 PV,Ce~,
e2 ~ _
/ / 90 4.0' - GROUND ELEVATION = 252.00'
- ~
/ ~ / / / ~ / ~ ~ CLASS 8 RIPRAP , r / /
;RIP J/~^InI I; _ . . / / 23" DEPTH / / A H,A I V I'V E I~ I I V TO ENGfNEERED. 1/ / _ PLACED AS SHOWN ON OINEERED. ~ . .
/ ' / / ~ ~ i , ~ PLAN BIORETENTION ~ 0 ~ ~I Qf'V ~R EA A~S~. h ~ ~ ' > - ~ MEDIA 'ETENTION MEDIA 2.5' MEDIA DEPTH
- ~ i~ `L ~ / / SM~O LASS B ,R-~P"R Af~
i / 5
_ - ~ ~ ~ ~ 3 E,P / _ ' % / / i / / INV IN EL 248.50'
I ~ NORTIH I f i ! ' ~ / _ FILTER FABRIC LINING - - i _ .
r ~ / ~ ~ ~ ,
s ~ ~ - - 1,5' STONE DEPTH
SCALE: 1" = 20' i' / / :..tit: ~.,:•i~f• .:n ~ ..y;••~ a:,. • • •7.6a: /
-111%- - 1--
45° ELBOW ;.ti. , ..~•~y'E~;.,:,•,,„•.,,;e ~'n"cx';Cti~4:!:~•;.+,.dT.,~,,.--
ENGINEERED BIOR T E ELATION MEDIA. #5, #57 STONE 4.. DIA. ~ r /11 SCN 40 PVC `i~, /
i, THE PLANTING SOIL SHALL MEET THE FOLLOWING CRITERIA:
A)PH RANGE: 5,5 - 6.5 ASTM D49T~ ASTM D4972 IN-SITU MATERIAL
B)ORGANIC MATTER; 3 - 5% AASHTO T1~ AASHTO T194 DOUBLE WALLED
C)SAND CONTENT 85-88% AASHTO T88 PASHTO T88 PERFORATED HDPE
D)FINES (SILT AND CLAY) CONTENT 8-12% AASHTO T88 E) PHOSPHOROUS INDEX (P-I) 10-30 NCDA iASHTO T88 4"DIA. ~ 0.05 SLOPE 5'-6" X 5'-6" X 1'-6" CAST IN PLACE 24" 0-RING RCP
1CDA LENGTH VARIES ANTIFLOTATION BLOCK INV OUT EL 248.00 SEE DETAIL THIS SHEET
CLASS B RIP RAP ,PLACED 24" DEEP 2. THE MEDIA SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS C OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES, NO MATERIALS OR ':'LIMPS, ROOTS OR
SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION AREA aTERIALS OR tETENTION AREA BI TENTION AREA D
THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO T i0P OF SPILLWAY 3.D EL, 254.50 PLANTING OR MAINTENANCE OPERATIONS, THE PLANTING SOIL SHALL BE FR 11NDRANCE TO THE ETAI L
OF BERMUDA GRASS, 4UACKGRASS, JOHNSON GRASS, OR OTHER NOXIOUS IL SHALL BE FREE THER NOXIOUS
WEEDS. NTS
3. PLANTING MEDIA SHALL BE TESTED PRIOR TO INSTALLATION TO MEET THE TO MEET THE Top of Riser
CRITERIA LISTED ABOVE, CONTRACTOR SHALL SU6MIT TEST RESULTS TO RESULTS TO
I- 10' ENGINEER FOR A PPROVAL PRIOR TO INSTALLATION. n
INCLUDE SUBLAYER OF FILTER FABRIC OR FS-2 FILTER STONE WITH 0 b , , w
x A BEDDING THICKNESS OF 6°. HDPE structural plastic
k M N o o ° , 1 4" plvte and ruling 0 00 , , 0 0 o , ~ w th 1" holes and a mox.
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O N N 00 000 000 00 0000 1/4" plate and grvlinq 00
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