20071856 Ver 1_Stormwater Site Plans_20071109

NORTHBRO YOUNGSVILLE, NO SR ~~3~ `O K DRIVE
NORTH CAROLINA
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PROJECT: ARCH ALUMINUM AND GLASS 96 N C1.01 - EXISTING CONDITION AND DEMO PLAN
PREPARER: CPS ENGINEERS, PA C2.01 - SITE STAKING PLAN
PREPARER'S CONTACT: BRIAN SPEIGHT, PE
3206 HERITAGE TRADE DRIVE, SUITE 108-B C3.01 - SITE GRADING PLAN U
WAKE FOREST, NC 27587 SR 1147
PHONE: [phone] SAP C4.01 - SITE SEDIMENTATION AND EROSION CONTROL PLAN
FAX:[phone] gyp, YOUNGSVILLE y EMAIL: [e-mail] y ~p ~VILLE ~
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OWNER: SILVERSTEIN FAMILY LIMITED PARTNERSHIP a _
DEVELOPER: BILL BLAND VICINITY MAP - N LADE, INC. -GENERAL CONTRACTORS _ LE SAP T T CA N
120 WEATHERS STREET -SUITE F
YOUNGSVILLE, NC 27596
919-562-2115
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PIN: 1853-29-8156 ''i1111l?/~I®
G 7621 Purf Road Ste 201 ~ A w . ~
ZONING: MIXED USE 7 ,~~~y~'C¢.t PaLtstaa^ SPei -fit PROPOSED USE: COMMERCIAL BUILDING li Fuquay~Varina, NC 27526 Q
9.552 5 ° JQ Tek 91 484 ~ Q Fax [phone] f
S ~ 4922 E Oak Island Dr.
TOTAL TRACT AREA: 10.0 ACRES Qak Island NC 28465 49 s
WATER SHED: TAR PAMLICO engineers, p.a. Tek 910278.9415 , tc Fax 91oz78.906o N(; ~ E~
szoe Stt~ ~C',' ,4~~tesf~~°" . 'A N o ~q 3206 Herita a Trade Pr. Ste 10&8 ~ ~
~ ® D, S~ wake Forest NG 27587 ///ltlll'M V
unt,. Tet 919.453.619 a' Fax [phone]
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CPS PI CPS PROJECT NO: 07-0-11

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D.B. 920 PG. 909 ~ OTHERWISE
M.B. 2005, PG. 395 PIN 1853-29-8156 ~ ~ 4'
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STALL AISLE STALL
r / ALL DIMENSIONS ARE TO EDGE OF PAVEMENT
r ~ NF 1 r r IN c R BERT NEEB r r NEMO ASSOC, C /a O P v~c~N~ rY Ma
r r D.B. 920, PG. 909 r r ARKINO DIMENSIONS TYPICAL P Nor ro scALE SEALS
r r .NIP M.B. 2005, PG, 395 l r NF
r , PIN # 1853-29-$156 r r ZONING: HI DENNIS NINES AND
r r r K LLY A. HIKES FARRELL E CA&
r r D.B. 1349 PG. 698 PRF 3 SLIDE 94C
/ r / P{N 1853-48-0351
r 34r r R ~ E ZONING; AFt A PRE-CAST CONCRETE WHEELSTOP (TYP), SEE DETAIL SHEET G6.02 Q. - - -
r r r ~i S 6 B TAI SHEET C6.02 CONCRETE SIDEWALK, SEE DE L ® E - 25 9
r N 0 0 r r 68 ~ S 00 F
/ OS ~ r ~ . ~ C TAI HET C6.O2 ACCESSIBLE PARKING AND SIGNAGE, SEE DE L S E D TAI N T 2
r S2 r / 30 CONCRETE CURB AND GUTTER, SEE DE L S EE C6 0
/ ~ D r I ~ ro E N ING CURB AND GUTTER SEE DETAIL SHEET G6.02 STANDARD METHOD FOR E D , ET 06.02 Mstil® 3 p
r r / S/D f r r ~ A 'i• ' PA M NT SEE DETAIL SHEET C6.02 HEAVY DUTY ASPHALT VE E ,
l r SOa kiN ~ / Ns e c
r r ~ 80 ~ S~`T l r a, 2 S G Ck ' T PAV MENT SEE DETAIL SHEET C6.02 LIGHT DUTY ASPHAL E ,
, r ~ I sp TB CONCRETE PAVEMENT SEE DETAIL SHEET C6.02 REVISIONS
/ r R ~ ~ ~ r r h, t ~ ~ - - - - - N M RKING SEE TRAFFIC CONTROL NOTES THIS SHEET a FIRE LA E A ,
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PUBLIC I ~ r ~o SLOPE AND r I ~ ~,Ns t. ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT AND FACE OF >8° BUILDING WALL, UNLESS OTHERWISE INDICATED. z
DRAINAGE I / / 80 o I J r / 0 EASEMENT r 22 S a pS~ a
I / D 2 , ~ r / ~ SO r r ~Sp~ 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. INDICATED AND ~ NOTIFY ENGINEER OF ANY DISCREPANCIES.
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rr I / ~W I r B 11 TAK OUT IS THE RESPONSIBILITY OF THE 3. CONSTRUC ON S E w
r , ~ h, q I I r hry r l r ~ of 1 CONTRACTOR. °1 T 17" W ~ NIP S 03 4. A NSTRUGTION AND MATERIALS SHALL BE IN ACCORDANCE WITH H
i ~ .h / r r ~ r r / LL CO ,p ~ 6. TOWN OF A YOUNGSVlLLE AND FRANKLIN COUNTY STANDARDS,
NM r / ~ ~ ~ ~ ~ ~ r I / ~ v EIP Coe) P. Z
r r li ~ e r r , ?o o cP \ 5. ALL TURN-OUTS ARE 5-FEET UNLESS OTHERWISE SHOWN. ~ ~ w C,r
r ~w r r ~ ~ 6 ALL CHAMFERS ARE 5-FEET UNLESS OTHERWISE SHOWN. o c~
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~A r / 0 r / S r A 4 ry~ PROPOS€ta PROJECT, ARCH ALUMINUM AND .GLASS ti ONSTRUCTION DOCUMEN
r 3 ~ r 5 ~ r 58 Uj 2 , s L.~ F I DUMPSTER E ' acanaN OWNER: SILVERSTEIN FAMILY LIMITED PARTNERSHIP
~ , F ~ S .~T 4 G r r T ~ , 8. , DEVELOPER: BILL .BLAND
8,~ U r l CADE, INC. -GENERAL CONTRACTORS 3 , -
v r r d~ J r R E p 120 WEATHERS STREET SWTE F YOUNGSVfLLE, NC 27596
Q / r r r „AI ~ 919-562-2115 / ~
0 r w f ~O ~ ~ r S 15 1~ PROJECT ADDRESS: LOT 12, YOUNGSVILLE INDUSTRIAL PARK R o
I r 68 i R ~ 0~ J Q N ~ 1 0 O s Q YOUNGSVtLLE, NC m
/ ~ ~ S ,2 _ I w PIN: 1853-29-$156 EIP REFERENCE: Q.B. 920, PG. 909
i ~ ~ / / ?s, N F Z MB 2005, PAGE 395
W r ~ . , r r ~ RONALD WADE ~ o ,w/ ~ a
1 / r N r r ~ , a BONNIE B GIBBON ZONING. MU ,h q 4,
h 4 r , r p , ~ ~ D.B. 1014, PG. 916 AR H E EXIST/PROP USE:. W E OUS PIN 1853-47-0971 ~ Q #
r / RZ 20 r r ~ 2~ ~ ~ w p ~ N v ZONING: AR TRACT AREA:: 10.00 ACRES ~ ~ ~
r r r / r m ~ ~ o DISTURBED AREA: 11.00 ACRES w ~ o fr' t,
r r r r / ~ h PARKING REQUIREMENTS:
r r l r r r r s6 . o ~ \ ~ ~ ° N
, l r x,00 h r 4 OS 0 0 1 SPACE PER EMPLOYEE
r S$ , F r l 00 ~ ~ RE UIRED PARKING 90 EMPLOYEES : 90 Q ( m k
r I / / r r / o PARKING PROVIDED: 101 s
r ~ / r ~ .cgs, / HANDICAP ACCESSIBLE PARKING:
~ r ~ p INCLUDED IN TOTALS LISTED ABOVE t ( )
~ ~ , 5Q, ~ f i . m BtlILD1NG ~ ~ SETBACK , REQUIRED: 5 PROVIDED: 5
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4 v ti Aft
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1 ~ Nf a SIDE PARKI 0~, i r NG SETBACK ~ ~0 6~ 243.4 ~ 7 R 5 00, ~ R_ 5 i. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
T N 1..,,, ,1a' r r N 85 20' » ~ o Vf MUTCD AND NCDOT STANDARDS. t UNIFORM TRAFFIC CONTROL DE CES ( )
0 N SIGN MUTCD STD. SIZE
r q pqR ~ r kING p N ACCESSIBLE PARKING R7-1 12 x1B R 1
r ~ S`ET r _ ° k 1~,.
N F I ~ S, 4 , ~ , 2 r ~ ~ ® 2 . ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO TO
CAS 1, LLC ~ ~ r 0.. 1395 PG. 71 r r r ~ B 0 i ~ THE BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN aET IN
M.B. 2003, PG. 373 r ! ~ ° ° ~ ~ 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING.
PIN # 1853-27-3309 r r ~u ~ ~ r ` 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD ..AND AND
ZONE: HI r r h r ~ N ~ NCDOT STANDARDS .AND THE PROJECT SPECIFICATIONS.
r r ~ ~ i r ~ ~ ~ rn RONALD WADE & BONNIE B MARKING NCDOr srD. SozE COLOR .OR
r N f '~w r r., r r ® I PARKING SPACES - 4-!N WHT. G BSON I T.
r r ~ r ~ D.B. 1014 PG. 916 NO PARKING -FIRE LANE * - 4-IN YEL. ~ D :L.
1 r I ~ ® PIN 1853-47-0624 * NO PARKING -FIRE LANE MARKING SHALL CONSIST OF A 4'° SOLID ZONING: AR
r r NF / r r r r MAJESTIC MARBLE & GLASS ~ YELLOW STRIPE AND HIGH YELLOW TEXT "NO PARKING -FIRE LANE°' ANE" k`
~ r COMPANY r AT i0O' INTERVALS.
r r D.B. 1545, PG. 867 r r N ~'4°~S, 4. ALL PAVEMENT MARKINGS MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT. 5~ 'YPE PANT. DIaIG H) BY: Bus f
f, r r PIN ~ 1853-27-7353 r r W I)R.ANt N BY: TSt
r ZONE: MU r r r N/F EIB BY STONE DATE: 9-28-07
~r r r i r CLYDE OREN JR. & BETTY 07-01' PROJECT NUMBER:
r r r CROWELL r
r r D.B. 886, PG. 804 r r SITE STAKING
r PIN # 1853-37-2597 r r .ZONE: AR PLAN
r r r i 4 i
r r r r r r NF
r r r r STEPHEN V & JAMIE C 50 0 25 50 100 VICK 200
r r r r D.B. 954 PG. 976
r r , r PIN # 1853-47-0318
r r 1 r ZONING: RA (IN FEET ~
1 r = 50 t. i finch f SEPTEMBER 2007 .a

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I ~ NEP~10 ASSOC., INC c/o ROBERT NEB / ~ / / / STRU A 1 ~ C STRUCTURE IwJO; PIPE PIPE PIPE PIPE UPPER LDIJER UPSTREA141 STR.~~:TURE DAT, ~ ~ ~
\ I D.B. 920. PG. 909 / / ~ / ~ UP STRM UP STRI41 DN STR~~ SLDPE DIA. LENt3TH MftTRL IPJV. IMI. QP ELEV' DEPTH TYPE ,~y ~ ~
~ ~ M.B. 2005, PG. 395 ~ / / ~ I I ~ PIN # 1853-29-8156 ~ / ~ / / ~ ~F~ ~F~ AFT? ~F~ ~ 9 w
I II i ZONING: HI / / ~ / ~ 6 ~ GF1 CI ~ 0.59% 15 85 HDPE 401.00 41..0 43x.00 0
~ ~ / ~ / / ~ CI-1 CF2 GI-: 0.50% 15 400 HDPE 431.50 429.50 436.10* 4.60 GI
CF3 GF3 GI-4 0.56% 18 107 HDPE 429.50 428.90 435.10* 5.60 GI
GF4 FES-1 0.64~a 24 141 HDPE 428.90 428.00 436.90* 8.00 CI - _ - 1147
SR S D~1 FES-2 1.32 18 114 HDPE 429.50 428.00 436.50 7.00 GI ~
1~ YOUN 'y t ~P GSVILLE ly 10 r
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* T R IN F TOP OF BACK OF CURB ~ TOP ELEVATION FOR CURB INLETS IS THE GEN E L E 0 6
I i~ , ~ ~ ~ / l i lI ~j % 1 / j / 71
I ~ ~ ~ l / i i l ll/ / l ~ ~ N/F ~I I' ~ ~ / ~ / ~ i \i ~ ~ ~ ~ / ~ ~ ~ ,~h NEMO ASSOC., INC c/o ROBERT NEEB VICINITY MAP
~ a D.B. 920, PG. 909 N0~ TO SCALE r SEALS
~ ~ ~ % / / / i i i~ i~ l ~ M.B. 2005. PG. 395 ~ N/F
~ ' ~ ~ / ~ ~ ~ , ~ ~ / PIN # 1853-29-8156 ~ DENNIS HIKES AND
I ~ 1 ~ / ~ / , / / ZONING: HI KELLY A. NINES FARRELL K CA p
D.B. 1349 PG. 698 1 ' PRF 3, SLIDE 94G
1~ PIN 1853-48-0351 of I®,
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t - EXISTING STORM DRAIN PIPE I n C Ii -
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~ / 1 PROPOSED STORM DRAIN PIPE -ONSTRUCTION DOCUMENT
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INV=432.0 / / ~ / 4 ~ ~ \ SIZE TO BE DERMINE BY ARCHITECT/CONTRAC70R i \ ~ ~ ~ ~ / 3S I 1 SEE DETAlL SH E7 C6.02 / ! J ~ T N F ~ / ~ ?
i 1 / ~ / ~ j ~ I~ ~ ~ / 1 ~ RONALD WADE & / t
BONNIE B GIBSON / 1 FES-1 4 D.B. 1014 PG. 916
! ~ PIN 1853-47-0971 Q I~ E
/ , I ~ / / ~ / TRENCH DRAIN ~ I ~ / W q0 ! ~ ~ ZONING: AR 1 I
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~ I / / ~ ~ ~ ~ ,r / FINAL GRADES IN THIS AREA MAY VARY IN ORDER TO BALANCE
~ l l / 50 BU! Dl NG ~ / , SETBACK - / - - _ _ - - - - \ ~ THE ON-SITE EARTHWORK
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+ ~ I r' RONALD WADE & BONNIE B ~
+ i I / ~ + ~ ~ r-' + + r ~ GIBBON
+ 1 + + r D.B. 1014 PG. 916
+ + + + ~,---°'`f PIN # 1853-47-0624 ~ N AR ZONI G
+ + N/F + r
+ + MAJESTIC MARBLE & GLASS it ' + COMPANY ~r ~ ~ RINJEWED BY: II D[ SlC;NF.D BY: BITS
+ + + + D.B. 1545, PG. 867 ~
+ + PIN 1 3-27-7353 + , # 85 ~ ~ ~ ~ DRAWN BY: TSG
a + ZONE: MU A; + ~c; + + NSF O~ DATE: q-~8-07j.
+ + CLYDE OREN JR. 8c BETTY PROJEICT NUMBER: 07-0~" SITE GRADING
~ + CROWELL + + J
+ + D.B. 886, PG. 804
PIN 1$53-37-2597 + , # + + ZONE: AR PLAN
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I + N/F STEPHEN V ~ JAMIE C ~ 0 25 ~ 900
1 + I + VICK 200
+ t 1 + 1 i D.B. 954, PG. 976 *01
J + t + PIN # 1853-47-031$
I + J + ZONING: RA (I FEET ) SEPTEMBER ?007
+ 1 1 inch = 50 ft.

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I / ~ t / / 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
rI / / I / / / ° / / ~ T. PERMANENT OR TEMPORARY GROUND COVER SMALL BE I I / / RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE ~
( / I I / / f / I PROVIDED OVER ALL DISTURBED AREAS OF THE SIZE AS I I ~ EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY 1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND _ ~ ~ ~ ~
/ / / / J SOON AS POSSIBLE, HOWEVER, NO LATER THAN. 21 CALENDAR ( I ( I / / f TO MAINTAIN ALL MEASURES AS DESIGNED. LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH N ON AND OFF-SITE N
/ DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY I I / / / I I f / / / ASED DURING ANY PHASE OF WORK. R M I SITE 2 E OVE SED MENT FROM SEDIMENT TRAPS AND BASINS WHEN ~
I I / ( ~ l I / / / I I N /F / STORAGE CAPACITY HAS BEEN APPROXIMATELY 509 FILLED. 2. THE GRADING GONTRAC70R SHALL MAINTAIN A RO I N NTR ~ ~ LL E S O CO OL CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
I / 1 i / / / ~ (NEtIrfO ASSOC., INC c/o ROBERT NEB / / 0 2. TEMPORARY OR PERMANENT GROUND C R HA ,~'l OVE S LL BE 1 I + / NO LONGER DRAINS PROPERLY. AUTHORITIES OR THE ENGINEER. ~
D.B. 920, PG. 909 / / / PROM N A P WITNN I I DED 0 LL St0 ES ! 21 CALENDAR DAYS AFTER 1 I { / M.B, 2005, PG. 395 / / / ,r th ~ ~ 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE ~ ~N .
I I CONSIRUC170N ACTtV171ES HAVE PERMANENTLY OR , ~ ( ( / PIN # 1853-29-8156 / / / I / TEMPORARILY CEASED, 3. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES ~ DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS 6-INCHES A T .THE FENCE. REPAIR SILT FENCE AS NECESSARY TO g w
1 I I / / ZONING: NI / / / I II / I ~ I GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ~ ~ MAINTAIN A BARRIER, A APP 1 A P I - N LL L C BLE ERM TS FOR OFF SITE STOCKPILES AND/OR
/ / / 3. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR I I I ( / / 4. ALL SEEDED AREAS SHALL BE FERTILIZED RE-SEEDED AS WASTE AREAS. r
I ~ / / / TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF I I / I I / r \ ,I 1 1 I / VEGETATIVE COVER ON ALL S1EEP SLOPES 6:1 OR STEEPER NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS 4, DISTURBED AREA: 8.5 ACRES.
~ / ( ) 1 / \ V~ I I t / / / I / / / AS REQUIRED TO PREVENT. EROSION. INSTALL MATTING PER TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
I 1 1 1 I I / I l l r , ~ / / / MANUFACTURER S INSTRUCT70NS. I I / ~ / 7 5. ALL EROSION MEASURES SHALL REMAIN IN PLACE UNTIL THE .5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED 114
I ~ / / / / / / / i 1 ~ r l / I ( / r ENTIRE SITE IS PERMANENTLY STABILIZED AND APPROVAL IS GIVEN .SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY S ~t BY NGDENR TO REMOVE THE TEMPORARY MEASURES. CONSTRGUTION TRAFFIC. 11 17a f
i / / I ~ / ~ ~ / o I 1 / / / / r ~ / ~ ~ r / / / YOUNGSV ti ~ ~P fLLE Gy r O
1 1 ~ / / ~ / / 1 , / I / R INFORCED / ~ 9 6
I 1 / l I / / / 1 / ILT FENCE / / I / / / i 1 / , I/ 1 1 1
I / / / OUTLEr ~ 1 / / ! 1 ! ~ /
~ N F 1 / ! ! l Jl l 1 1 / ~ I / / NEMO ASSOC. INC c o ROBERT NEEB VI f P CN1TY MA
I I / ! I l l I I / / ~ D. B. 9 P \ / ! / ,r / 20, G. 909 / / NOT TO SCALE SEALS
I I ! i / M.B. 2005 PG. 395 o , / / / I ~ \ ~ r / PIN .1853-29-8156 NF
I I / ZONING: HI ~ I ! DENNIS HIKES AND
I 1 KELLY A. HIKES FARRELL
\ I ~ 1 / ! / D.B. 1349 PG. 698 \ ' \ PRF 3, SLIDE 94C ®®N CA ®I
I / ~ 1 / / / , ~ ~ 1 I I CHANN / r ~ ~ I / EL 3 ~ ! ~ ~ 1 ~ PIN # 1853-48-0351 ~4 QFEg Ip
/ ~ / / ~ / ! 1 1\ ~ \ ZONING: AR \ \ \ P
1 / ~ ~ \ r ~ TEMPORARY / / ,r \ A 4
I r ! ~ ~ 1 ~ _ l Ill r.- ~ ~ ~ ~ i CHECK DAM / / ~ ~ / ~ \ ~ \ ~ 1 ~
~ / / \ ~ (TYPICAL) ~ 1 ~ ~ ~ ~ r ® \ \ ~ \ 1 \ 1 1 1 \ ~ IN
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~ / ! ~ ~ \ ~ f ~ \ 1 1 1
1 I I DI St~N \ i I ~ ! - I ~ / f I D TG I DI Sr~N 1 1 ~ ~ 1 1 D TC I ~ ~ THIS PROJECT WILL CONSIST OF STUMPING AND STRIPPING APPROXIMATELY 8.5
/ / / , ~ ~ v~ ~ \ ( IC L)I I ~ ACRES OF LAND TO CONSTRUCT A WAREHOUSE FACILITY. THERE ARE FEW EXISTING :XIS77NG
~ / c I 1 ~ e TREES ON THIS PARCEL AS tT HAS PREVIOUSLY BEEN CLEARED, EXCEPT FOR THE ~ ~ j ~ ~ I ~ I r STUMPS. THE
I , , / ~ / ~ 1 1 ~ ( ~ 1 1 I I T P I I ourLE RorECrroN t I I REVISIONS
i / J l/ k I J / I 1 I I 6 L X 4.5 W X .-T THE MEASURES TO PREVENT EROSION ARE A SEDIMENT BASIN THAT WILL TREAT I I El~VFORGED ( ~ ~ ~ -AT
! / / ~ / / ~ ~ / ` A R P JUST UNDER 6.0 ACRES OF DRAINAGE, PERIMETER SILT FENCING INTERNAL ~ IL1~ ENCE GL SS A ~ ~ DIVERSION DITCHES TO ROUTE RUNOFF TO THE BASIN A STONE CONSTRUC]ION I ~ OUTL ON
~ ~ PIP N T ! / 1 / / ~ E LE I / .r'' ! °`'r --'f ENTRANCE AND CHECK DAMS 70 PROTECT THE EXISTING ROADSIDE DITCHES. ~ r \
PRO C110~d / ~ / / / / / I r-'~` / TYPICAL I / / / I \ ~ ONLY ONE CONSTRUC110N ENTRANCE IS PROPOSED, BUT THE CONTRACTOR SHALL HALL
{ / ~ / 1 / ~ / ~I PROTECT ALL POINTS OF EGRESS AND ADD ADDITIONAL ENTRANCES AS NECESSARY. ~ ~ :SSARY,
r ~ / ~ I I I I Pt1BLIC ! / I / \ I I / ~ E ~ ~ 5 ~2 THE CONTRACTOR SHALL CONTACT THE LAND QUALITY SECTION AT (919).. 791-4200 1-4200
I ! / r ( SLCPE AND f~ I / ~ ~ I ~ ( ~ I / ~ / I DRAINAGE ,r ~ J ,r ( I ( ~ PRIOR TO THE BEGINNING OF LAND DISTURBING ACTIVITIES. THE CONTRACTOR iR
r I / / EASEMENT ~ I ~ / I I ( ~ ! I l / ~ r I ~ / ~ I ( SHALL BEGIN TO PNSTALL THE CONSTRUCTION ENTRANCE AND PERIMETER SILT ~ ~ I FENCES AS SHOWN. NEXT THE CONTRACTOR SHALL INSTALL THE SEDIMENT BASIN T BASIN °
~ I II I i ! / ~ / / o ~ I / ~ / I lI ~ ~ ~ ~ 'I~.. \ DETAILED AND THE DIVERSION DITCHES SHOWN TO DIVERT RUNOFF TO THE BASIN. l I ~ BASIN.
r ~ ~ ~ / / ~ ~ r / / / 1 ~ I 1 ~ , / 1 ~ ~ BOTH THE SIDIMENT BASIN AND DIVERSION DITCHES SHALL BE SEEDED MULCHED ~ ~ ~ 1 1 ~ _ a ~ \ IMMEDIATELY AFTER INSTALLATION. THE CHECK DAMS SHALL ALSO BE INSTALLED HED 1LLED c?
! / / r ~ ~ ~ ~ ~ ~ / ( I 'i ~ / / ~ / / V ~ TEMPORARY ! / ~ / / \ I \ 1 ~ ~ ® - r \ ~ ~ _ AT THIS TIME. ONCE ALL OF THIS WORK HAS BEEN COMPLETED, .THE CONTRACTOR 4CTQR
~ ti / / / / \ I CHECK DAM ~ / / / ~ ~ SHALL CONTACT NGDENR FOR INSPEC110N. ~ \ Q
/ / / r I ~ 1 / 1 {TYPICAL) I / / r / e / / I ~ / ~ I I I ~ ONCE APPROVAL OF THE MEASURES IS GIVEN, THE CONTRACTOR MAY BEGIN A \ ~ w
/ I ! ! /c, / ~ 1 I / / ~ ~ ~ STUMPING AND STRIPPING. ALL STRIPPED MATERIAL SHALL BE STOCKPILED ON SITE ON SI TE
CHANNEL 2 ! - - ~ ! I / ~ r 1 / -r ! / 1 ~ ~ WITHIN TH APPR I R IMIT AN PR T I R I T r E OVED D STU BED L S D OTEC ED WITH PER METE SL _ y,,.. FENCE OR IT SMALL BE HAULED OFF-SITE AND DISPOSED OF IN ACCORDANCE WITH _ _ 1 . SIL T E WI TH
1 / r ~ / 1 ! / ~ ~ I 1 ~ ALL APPLICABLE LAWS. 1 ~ a
/ ( 1 OUTLET PROrECrIaN / / cY / , \ / ~ 1 ! I I / / r \ ~ ~ 1 r 6 ~ AFTER STRIPPING IS COMPLETE, THE CONTRACTOR MAY BEGIN GRADING OPERATIONS. v ~ !A77ONS.
sLx4.~wxsr / / / / ~ / \ \ ~ I 1 1 CLASS BRIPRAP / ~ / _ o I STONE FOR THE BUILDING PAD DRIVES AND PARKING STALLS SHALL BE INSTALLED rALLED
! / / ~ ~ 1 AS SOON AS PRACTICAL TO LIMIT RUNOFF. ~ ~ ~ ~ ~
/ ~ f- r- \ / I ~ ~ I ® I I AS SOON AS LANDSCAPE AREAS ARE BROUGHT TO GRADE, PERMANENT SEEDING )ING
TEMPORARY / \ ~ ! ~ 1 1 l l ~ A l ~ CONSTRUCTION , / / / I ~ Op ~ ~ _ 4 ' AND MATTING AS RE UIRED SHALL BE INSTALLED. REFER TO THE SLOPE AND ~ ( a ) WD
ENTRANCE / / I ~ I 1 ~ D ~ I k~ STABILIZAl10N NOTES FOR MORE SPECIFIC INFORMATION. I ,ONSTRUCTIoN D®CUMEN 1
/ / / / ~ 1 / ~ ~ U ! ~ / $s ~L 1 ~ / / / ~ ~ ALL EROSION MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE OF THE
N 1... 1 / / Q. G 11 I F l f / ~ ~ / / / / ~8 ` _ / I of PROJECT. REFER TO THE MAINTENANCE NO S FOR MOR P CIFIG INFORMA11 N. TE ESE O / / I t 77QN.
/ / _ ONCE ALL AREAS OF THE PROJECT HAVE BEEN PERMANENTLY STABILIZED THE ~ I TEMPORARY 4E
4e a , / / / ~ t I I / I SILT FENCE CONTRACTOR SHALL GALL FOR AN INSPECTION BY NGDENR. IF APPROVED, ALL ~ I %LL
~ / ~ / \ fi I TYPICAL TEMPORARY MEASURES MAYBE REMOVED AND THESE AREAS PERMANENTLY ~ / STABILIZED. THE CONTRACTOR SHOULD THEN CALL NGDENR FOR A FINAL I 1
! \ / ~ ~ /1 I I \ ~ ! 1 1 1 / I / INSPECTION TO GLOSS THE PROJECT OUT.
/ 1 1 i ~ I I / I e ~ \ ~
5 / I OUTLET PROTECTION / ~ I \ ~3 I PROTECTION ~ w } 1 Ol l ' `
! / / S I 12LX6WX18T I I ! / ,r I CLASS B RIPRAP 6WX1$T I/ + ~ ~ ca T NF RIP AP z ~ B R "7 ~ ~
CHANNEL 1 , / I r ~ ~ ~ / / / I ~ a / I ~ RONALD WADE & r I
! \r / / I I I BONNIE B GIBSON ! I o.. .
1 / 1 t / ! I D.B. 1014, PG. 916 I ~ I ~ PIN. 1853-47-0971
! !r ~ / I / / / / / ~ ~ # ~ ZONING: AR I ~
\ / / ~ / / r r ! , I / ~
It l i I / 0 1
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1 f l ,r / r / ~ / 1 / r ' l/ / / / A ~ .r I \ I I
1 / ( r 3~ ~ ~ I r \ \ FINAL CONTOURS I I ~
~,r / ~ TEMPORARY CONTOURS E
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\ DISTURBED LIMIT LINE
f l so ,f'~ , / BUILDIN ~ \ ~
r I ~ t / r ,,r ourLEr ~I~orEC o ~ \ TEMPORARY DIVERSION BERM/Df rCH, SEE DETAIL SHEET C6.01 :ET C6.01 C=
j ~ / / r l U r / ~ 9 L 4Y X 22 T \
1 10 SIDE PARKr e"~` f ` CLASS B R ° - - TEMPORARY SILT FENCE, SEE DETAIL SHEET C6.01
5 ~ ~ i;
_ l,- _ f
- ~ f ~ TEMPORARY SEDIMENT BASIN, SEE DETAIL SHEET C6.05 05
S MY---~
B ~ i ~ / f / A Ck - ~ " ~ ~ /
~ / NF f ~ ~ ~4' _ r TEMPORARY C0NSITZUGTION ENTRANCE, SEE DETAIL SHEET C6.01 SHEET C6.01 f
CAS 1, LLC ~ 1! i ~o~ ~ / D.B. 1395, PG. 710. i t ~ ~ r /
d r ~ r DrVERSrO~ M.B, 2003, PG. 373 ~ ~ w arrcN 4 4p
PIN 1853-27-3309 t ~ ~ ~ ~ 'R # ~ (TYPICAL) ~ ,r ~ ' ~ ~ TEMPORARY CHECK DAM, SEE DETAIL SHEET C6.01
N I t ~ } f- 1-'. ZO E, H i , , ~ ~ ~
~ , i ~ ® REINFORCED SILT FENCE OUTLET, SEE DETAIL SHEET C6.01 RONALD WADE & BONNIE B C6.01
i , ~ ~ ! ~ ~ t ~ TEMPORARY ~ GIBBON
i ~ SfL T FENCE r , ' D.B 101 G. 916 OUTLET PROTECTION, SEE DETAIL SHEET C6,02
~ ~ TYPICAL t , PI N ~ 1853- 47-0624 REINFORCED ~ ZONING: AR {
N/F r , i ~ MAJESTIC MARBLE & GLASS SILT FENCE ~ OUTLET TEMPORARY PIPE INLET PROTECTION, SEE DETAIL SHEET C6.01 EET G6.01
i ~ , ~ 'COMPANY ~ a ~ ~
~ ~ Q.B. 1545 PG. 867 ~ ~ e ~ TEMPORARY INLET PROTECTION, SEE DETAIL SHEET C6.01 RLVIEWED BY: JI;C' ,6.01 DI'SIGNED BY: BI)S
i ~ PIN 1853-27-7353 t # ~ ~ ZONE: MU ~ ~ r DRAWN BY: TS(;
i , ~ ~ NF / STRAW w/ TACK CHANNEL LINING, SEE DETAIL SHEET C6.01 'T C6.01 DATE: 0
/ i , ~ ~ CLYDE OREN JR. & BETTY - _ r ; PROJECT NUMBER: 07-0- 1 <<
~ t CROWELL i r i , S75 CHANNEL LINING, SEE DETAIL SHEET G6.01 i
D.B. 886, PG. 804 l p i ~ PIN 1853-37-2597 SITE SEDIMENTATION
~ t r p ZONE: AR AND EROSION
~ , i'+ 1 CONTROL, PLAN
, J 1 , NF
, f ~ STEPHEN V & JAMIE C ~a a a~ ~ Sao VI OK f 2®a
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r r / D.B. 920 PG. 909 r r , N T TO SCALE 0 SEALS
r r / M.B. 2005, PG, 395 r r NF /
r r PIN # 1853-29-8156 / r r ~ ZONING: NI r r / DENNIS NINES AND
r r / r r KELLY A. HIKES FARRELL
r r D.B. 1349 PG. 698 PRF I A FIRE. HYDRANT ASSEMBLY, SEE DETAIL SHEET C6.02 3, SL DE 94C
r r / r r ~ PIN 1853-48-0351 pF Sl0
r r / r r r r / ~ q ZONING. AR 2 WATER METER, SEE DETAIL SHEET 06.03. E
r r r r / FIRE DEPARTMENT CONNECTION TO BE WALL MOUNTED 4 43 ° -
r r r G r~ C ° SEE FIRE PROTECTION PLANS.
r r r ~ u 2 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY INSIDE HEATED D FNGIN
r CI-2 ~ / r ENDCtOSURE SEE DETAIL C6.03,
r ~T r r ~ I_1 1 EXTEND SERVICE TO WITHIN 5 -0 OF BUILDING WALL. REFER E Q $88811110
r r a S /Q i r r 8 H p TO PLUMBING PLANS FOR EXACT LOCATION AND INVERT ELEVATION. N.
~ r r ,~a, k~j~ r / ~ s EXTEND WATER MAIN TO 12-IN ABOVE FINISH F1OOR FOR FIRE F
~ l r ~ 6 LNG PROTECTION CONNECTION, SEE DETAIL SHEET C6.02. ~
i r B op ~ q S \\,h' r r r ~ FTQ \ ~ / w ~ q 12 XS STANDARD TAPPING SLEEVE AND VALVE, SEE DETAIL C6 03 . REVISIONS
~ r r / ~ H u u 8 -6 REDUCER
~ r r l1 s \ \ i r r ~t~ „ t \ \ ~ r r/ ~ W Q
\ r ~ fw 6 B X 8 TEE WITH THRUST BLOCKING
\ l et I r o Q 2 \ \ r r s~ ~IW A ~ R PR R A KF OW PR NT R A M Y INSIDE HEATED 8 EDUCED ESSU E B C L EVE E SSE BL J lEA TED
r r _ ~,IW ~ r / ~ „ ~f Q ~ ENDCLOSURE, SEE DETAIL 06.03,
r m = _ . ~c \ !NV 424L23 ~ p r ~ of PUBLIC ! ~ 0.Q K POST INDICATOR VALVE, SEE DETAIL 06.03.
P N I r ~,c Iq SLO E A D ~'1' DRAINAGE f r r 1 ~
r EASEMENT I r r ' INV-l4 4,95 I c~
~ r ~ ~ SEWER PUMP r r~ ~ \ ~
f r r ~ DESIGNED 8Y OTHERS r r/ P f r r r SEE LUM8ING PLAN \ CI-3 1. THE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, z
f r r / ~ FOR SIZES AND SPECIFICATIONS r r ~ AND LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ~ ~ )N.
f r rl i r r \ ° 2. ALL WATER AND SEWER CONSTRUCTION METHODS, MATERIALS
r r AND TESTING SHALL BE IN ACCORDANCE WI1N FRANKLIN COUNTY
I r r r~ ~ ~ G STANDARDS AND SPECIFICATIONS H
r r l~ ~ Q r r/ ~ ti~ : ~ 3. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH
r r ~ 4r R r r/ ~ ~ r r ~ Q ~ OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRIGtTY, ES o
r r ~ C~ r r ~ ~ TELEPHONE AND CA TV.
r r/ Q 0 r r OUTLET STRUCTURE ~ 4. ALL CONSTRUCTION METHODS SHALL COMPLY WITH ALL APPLICABLE
INV=429.5 r r / ~ ~ r r 0 ~ SEE DETAIL SHEET G6.O4 ~ OSHA REQUIREMENTS. G ~ M
t ~ / ~ / 4 p 76 LF i8 RC r r / ~ r r ~ p 5. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO 0 ~ rJ
r / A r ~ CI-4 ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT VT
r r , / ( OS ~ FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT-DOWNS WITH THE CITY OF ROCKY MOUNT, ,ONSTRUC.TION DOCUMEN
r r 3s / a5 ~ H 8 U r s r r
4. G 4 ~ F 6. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT 6'° GATE VALVE n AND BOX, 6 D.LP., RESTRAINING RODS, THRUST BLOCKING, AND STONE. TONE.
r 8. , V r / J r r J N
0 r r ~ r rl C I 7. EXTEND WATER SERVICE TO WITHIN 5 0 OF BUILDING. PROVIDE
Q r s / ® / / FITTINGS NECESSARY FOR CONNECT10NS TO BUILDING WATER SERVICE. SEE PLUMBING PLANS.
~ r r/ r r r r/ to
~ r r r ~ DOWNSPOUT CONNECTION (TYPICAL, Q 8. EXTEND SANITARY SEWER SERVICES TO CONNECITON OF BUILDING SEWER. PROVIDE FITTINGS AND MAKE CONNECTION.
r / SIZE TO BE DETERMINE 8Y ARCHITECT CONTRACTOR W SEE PLUMBING PLANS, ,ACTOR ~
INV=432.0 ~cr. SEE DETAIL SHEET C6.02 r r c~ ~ N/F 9, ALL FIRE HYDRANTS AND GATE VALVES SHALL BE MANUFACTURED: GLOW CLOW
r / Q / r r ~ -o ~ RONALD WADE & ~ 10. ALL BRASS FtT11NGS SHALL BE COMPRESSION-TYPE AND MANUFACTURED: FOR TURED: FORD
r r/ 1 r Q BONNIE B GIBBON FES-1 a D.B. 1014, PG, 916
~ r/ r r ~ PIN 1853-47-0971
r TRENCH DRAIN r r SEE DETAIL ~ 4 ~ w I ZONING: AR q ~
r sHEET cs.o2 r/ r r m a ( w ~
r r/ r r l ~n
r r/ r r / APPROXIMATE FES-2 ~ RH A
r/ ~ LOCATION OF PRIVATE r rs a OVE E D E-------- E ELECTRICAL
! I FORGE MAIN, SEE PLUMBING r l ~ DRAWINGS FOR SIZE AND SPECS ~ UN R R UN m DECO D --------UE-_______ UE
r r r ~ Q ELECTRICAL ~n I
1 / r / / r t GAS - - G G
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50' BUJLDJN r G SETBACK r SANITARY SEWER --------SS-------- SS
f; , rTOP-44r . 7 TELEPHONE T T
r INV-436.2 r , IhJV-1440.00 ~ DI-1 UNDERGROUND
r ~ 11 t i ~ 90 SIDE PARKI --------UT-------- UT TELEPHONE
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PIN ~ 1853-27-3309 t i - ~ MANHOLE ~
N r r ~ ZO E. Ni r , t r ~ CO ~ N~F CLEAN OUT a o
t r ~ t r i r t ~ ~ ~ ~ RONALD WADE & BONNIE B
r ~ t r °1 R P IN T AT H IN DI, CQ GIBBON D 0 LE ,C C BAS
r r r D.B. 1014, PG. 916
t ~ ~ FIRE HYDRANT PIN ~ 1853-47-0624 ~ ZONING: AR WV
r r NF r s r r MAJESTIC MARBLE & GLASS I WATER VALVE ~ I
r i t ~ COMPANY
r a D.B. 1545 PG. 867. i RiNJEWED BY: J C1,
r r PIN 1853-27-7353 r # 1 ~ . r r ZONE, MU DESIGNED BY: BPr, ~s
r ' DRAWN BY: Ts(i
r a N ~F r r r CLYDE OREN JR. ~ BETTY DATE: 9-28-07 PROJECT NUMBER: 07-a
r r i CROWELL r
r r D.B. 886, PG. 804 r ~ SITE UTILITY
r t PIN # 1853-37-2597 r r t ZONE. AR PLAN
t t r r
r r r GRAPRIC SCALE N /F F
t r STEPHEN V & JAMIE G sa o 2a 50 goo VI CK 00
r r t D,B, 954, PG. 976 mooffmimmmm 2 5
t r ~ PIN # 1853--47-0318
r r r i ~ r ZONING: RA (IN .FEET }
~ 1 inch = 50 ft. SEPTEMBER. 2007

l 7O' MIN.
j ~ 1.5' BUT SUFFICIENT TO KEEP SEDIMENT ON SITE
A MIN. „ MAINTENANCE
° ~ a~ " Q P °o o~QOo 0 o~paaG'Q ° Oaa MIN a P i. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY ANC 8 MAX. VARIABLE AS DIRECTED BY THE ENGINEER 75
o~ °app Op oaPQo° oa °pQQ q 0 `~OoO o °(~c ~ o Q~ EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVEN A. WEEKLY AND AFTER ALL EVEN AND REPA"R 2 -3 STONE TO BE USED
00 ~o a~ o ~ o QQ o 000 o a NOTE: FILTER °a Q q0 aP a IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHE 25 OR WIDTH OF ~S, OR OTHER DEBRIS EXISTING SURGE STONE OR RAILROAD ~ PROPOSED STREET, ,j 77 CE
° 0°° op Q o THAT COU D CLOG THE CHANN WN N N FABRIC 0° P ~ o ~ ° QQ ° _ L EL E EEDED. o as ~'aoQ a STONE CHECK DAM NOTES: AMOCO 2006 OR oa a°° °Oo(~p ROADWAY BALLAST WHI H V R PS ' ) GEE MIN. 12-1 2 ~ 12-1/2 GA. -
( Q c,~ Qo STONE SHOULD BE PLACED OVER p ~ 1. STONE CHECK DAM-STONE SHOULD BE 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE. CHECK EQUIVALENT) 00 oa ~a GREATER. INTERMEDIATE ~ THE. CHECK DAM AND -RMEDIATE
aQ °oa~, THE CHANNEL BANKS TO KEEP PLACED OVER THE CHANNEL BANKS TO EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM WATER FROM CUTTING AROUND KEEP WATER FROM CUTTING AROUND ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS DF THE DAM, CORRECT MIN. 10 GA. WIRES
A THE DAM. THE DAM. DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSL ~a ~N OCCURS BETWEEN ;H AS, INSTALLING A
PROTECTIVE RIPRAP LINER IN THAT PORTION OF TH CHANN E E! GRADE HE CHANNEL (PRACTICE DE
2. SEE .SECTION 6.83 OF "NCDENR EROSION 6.31, RIPRAP-LINE .AND PAVED CHANNELS. AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL FOR ADDITIONAL INFORMATION 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEED P AN L pis AS NEEDED TO /\/\s\/\!\~~,~\f\/,;~\r\/~/;\.r\.r~..~\;,
~ PREVENT DAMAGE TO CHANNEL VEGETATION ALLOW THE CHAS REGARDING MATERIALS, CONSTRUCTION DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARD ~ / \ >W THE.' CHANNEL TO \ \ 'EVENT LARGE FLOWS 70 MIN. / / ~
CLASS B AND SPECIFICATIONS. FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO STONES TO DAMS AS EXISTING ROADWAY 'r
EROSION NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. CONTROL 4 ° ° $aa SECTION. ~ NEW GONSTRUGTION ~ \ Y u: r>m
0 Oc') STONE ° ° ° Q°° as a(~OOD~oDna a FRONT VIEW / ~ ~ / \ \
U~QD(/`~~ ~/~°oQ Q /`'~`,~(~jQoo 0 g ° OQ °o a 24 MAX. a 0 LOD Q Qao Qa~o aQ° Q ° 1 \ f\\/\\/` 6» MIN. ~ f 6 MIN. / \ \ \ MAINrENaNCE ~\\r\~;
0 ©0 0 a Q°°a °p o~ aQ®O O d 0 A T CENTER 0 o Q~ 0 0 0 0 ~ D D l,~ ° °`~l as o \ per.:
oO 0 O o 0 FILTER ~ 0° Ooh°a °°/~Q a a d ~pao ° a o Q° O Q C}o o Vo Q Q O FABRIC a0o°° a QQa a0oo °oo oa a°D~do as 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK ANl ~~/~~'/f~ f!% ~%i~~/~;~/, STEEL POST AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS A WEEK AND -D REPAIRS
° ~ ° a 0 a~ 000 ° 0 0 ° °C~U n Q GQa°~J~ oQ Q o a ~°o a oQo ~ Q ° o ~o o~O a o ~ o o OD FABRIC UNDER STONE IMMEDIATELY.
o~ ~Q a o o`?aoo U ~ 0 0 ~ o~~ ~C~ ~ oD ~ STD SILT FENCE POST WOVEN WIRE 2. POST SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE COLLAPSE, TEAR,
S CTION A-A E POST (TYP) FABRIC CROSS SECTION DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROM CE IT PROMPTLY.
NOTES: 3. SILT FENCE FABRIC TO PROVIDE SEALS
TE PA Y M CHECK DAM 10° 1 NTRANCE S SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. ~ REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE E o cr FILL SLOPE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND RAIN AND TO
N4T TO SCALE ~ REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVC 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS 1S TO BE PROVIDED. 'ARE TO AVOID
N UNDERMINING THE FENCE DURING CLEANOUT. Z 4 ~`~®``o a r a a a R t®®ro`~®
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ~ REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIME ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL N
GRADE DEPOSITS AND BRING THE AREA TO GRADE AND STABILI MAINTAIN AS NECESSARY... ~'~•`r AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN AND SEDIMENT GA 12E IT IAS BEEN Q® slQ
c~~' QQ c~ ~~Q CONSTRUCTION SPECIFICA T10NS ` QQ c~ °oo / / ~ \ PROPERLY STABILIZED. 4. ANY MATERIAL WMICN STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. ~ \ \ „
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, / 6 MIN. DOVER \ NOTES:
\ \ ~\~~'~j? AND OTHER OBJECTIONABLE MATERIALS. ~ o ~ OVER SKIRT 5. FREQUENT CHECKS OF THE ENTRANCE(S) AND .TIMELY MAINTENANCE SHALL BE PROVIDED. I 1. USE SILT FENCE ONLY WHEN DRAINAGE DRAINAGE
VATI N ELE 0 N \ ANCHOR SKIRT AS AREA DOES NOT EXCEED 1 4 ACRE AND 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SfTE IS STABILIZED. \ * ACRE AND -IN
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN RE UIREMENTS. NOTES: Q \ DIRECTED BY ENGINEER. NEVER IN AREAS OF CONCENTRATED FLOV ,A / "RATED FLOW. ®®ri~~N D. ~Q
1. INSTALL SILT FENCE PER STD.. SILT FENCE DETAIL. "N NR ROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 7. SEE SECTION 6.06 OF CDE E \ IN MAT RIA N TR TI N AN SPECIFICATIONS. T! N F "NCDENR EROSION FOR ADDITIONAL INFORMATION REGARD G E LS, COS UC 0 D 2. SEE SEC 0 6 62 0 wt®taaaa®s W EROSION ~Q.
3. ENSURE THAT THE TOP OF THE DIKE I5 NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. SIDE VIEW AND SEDIMENT CONTROL PLANNING AND JNING AND
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. - FOR REPAIR OF SILT MAINTENANCE DESIGN MANUAL FOR ADDITIONAL INFORM WAL INFORMATION
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. FENCE FAILURES, USE REGARDING MATERIALS, CONSTRUCTION MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM No. 57 WASHED STONE. 1RUCTION
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC. SIC. AND SPEGIFICA TIONS. LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH * FOR ANCHOR WHEN SILT
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION UNLESS NOTCH AND FOLD 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP TI NA FENCE IS PROTECTING SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJEC 0 BLE REVISIONS
IT WILL REMAIN PN PLACE LESS THAN 30 WORKING DAYS. FABRIC OVER STEEL POST MAINTENANCE HORIZONTAL POST MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. CATCH BASIN.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EACH RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY WOVEN WIRE FABRIC S RU I N ENTAN E TEM RARY N T CT C P RARY SILT FENCE TEMP ERIC
~a CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS 12 ,~57 WASHED PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE STONE HORIZONTAL POST N4T TO SCALE NC~T TQ SCALE f,.
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE 1T. ST E
SILT FENCE FABRIC. 1RIG
Z 2 ~ ~ ° ~ 1
o° 2 ~ ~ CLASS B RIP RAP TYI ( ?IP RAP TYP ~ ) 0
COMPACTED SOIL MIN. ; A
FLOW !/.~~/,~//,~~i, ANCHOR NEiT1NG N H METAL POSTS ~~if i,;~i~~,~~~i~< IN A s DEEP THE c
T~/ ~,~~%,r ,~,;yr~ rn
f\~'\~\~\~ \ ~\~\~\~\~\r SECTION ~ TEMPORARY LINER
f\/\ \ . / MAINTENANCE
GALVANIZED HARDWIRE
1. INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 2:1 SLOPE 1 2 INCH OR GREATER RAINFALL EVENT. CLEAR THE MESH WIRE 4NT WIRE EXTENDS TO TOP r ~l IRE OF BOX
(MAX.) OF ANY DEBRIS OR QTHER OBJECTS TO PROVIDE .ADEQUATE FLOW )W
6' FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT .THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE CE
TYPICAL STONE AS NEEDED. i
P~ O a
TE P R RY DIVERSI N BER DIT H REI F R ED ILT FE E UTLET
NQT TO SCALE
NOT TO SCALE CHANNEL LINER ,ON S I'RUCTI VN DOCUM EN
TYPE B 57 WASHED STONE a ~
PARTM NT F TRAN RT T N DE E Q SPD A IQ
A! SEEDBED PREPAR TON SEEDING SCHEDULE
MIN. N7DT}i OF TEMP. LINER
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL lf~ Z '-Z'It t TEMPORARY
SHOULDERS SIDE DITCHES SLOPES MAX. 3:1 coNDITIONS, IF AVAILABLE. 1 / 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. LINER fig\!\/\\/~\~~\/\\/`\/~\/~\ \/~~/i
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
DATE TYPE PLANTING RATE REASONABLY sMOaTH AND uNIFORM. 4. APPLY AGRICULTURAL. LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX ,r 80TTOM WIDTH _
WITH SOIL SEE BELOW* . ( ~ AR INLET PR TE TI N TE P Y
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/ACRE 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED NOV. 1 - MAR. 1 TALL FESCUE 300 LBS ACRE IS PREPARED 4 TO 6 INCHES DEEP. CRASS-LINED CHANNEL NT9
/ & ABRUZZI RYE 25 LBS ACRE 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING / .NOT TQ SCALE
MAR. 1 -APR. 15 TALL FESCUE 300 LBS/ACRE EQUIPMENT OR CULTIPACK AFTER SEEDING. APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS ACRE 7. MULCH IMMEDIATELY AFT R SEE IN AND ANCHOR MULCH.
/ E D G JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS ACRE 8. INSPECT ALL SEEDED AREAS.AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN /
W I 7 ANTN P T N H V R AMA BRO NTOP M LLET 35 LBS ACRE HE PL 1 G SEASON, IF OSSlBLE. IF S A D S OULD BE O E 60 o D GED /
OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION NOTES:
AFTER PERMANENT COVER IS ESTABLISHED. 57 WASHED STONE # 1. SEE SPECIFICATIONS FOR TEMP. LINING, RIPRAP
P T : 1 * APP Y.' A RI T RA IM T N - T N A R R T N A R IN A Y I SLOES 3.1 O2 L G CULU LL ESOE 2 OS/CEO 3 OS/CE CL SO LS AND FILTER FABRIC REQUIREMENTS.
FERTILIZER - 1000 LBS/ACRE (10-10-10) _ r~ n n~nnnn n~ieeinin r r~i~et t nt- ntirn rvnn~inrrn
SUPERPNOSPHA TE - 500 LBS/ACRE (20q) MAR. 1 - JUN. 1 SERlGEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE MULCH - 2 TONS ACRE SMALL GRAIN STRAW L. f(!t"'tCHt" 1e17HIVIVCLJ .~C?HLL C7C UVC1T"®C~I,EHVH ICU r
/ ( ) ~ ANCNOR -ASPHALT EMULSION AT 450 GAL. ACRE RtPRAP TO BE PLACED FLUSH WITH PROPOSED Q Q ~ CHANNEL GRADE.
/ (MAR. 1 -APR. 15} ADD TALL FESCUE 120 LBS/ACRE c~
(MAR. 1 -JUN. 30) OR ADD WEEPING LOVERGRASS 10 LBS/ACRE MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS ACRE ( ) / 3. PREPARE SAIL BEFORE INSTALLING MATS OR NETS, STORM DRAIN ~ TOP OF STONE
JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS ACRE / INCLUDING APPLICATION OF LIME, FERTILIZER AND INLET 2/3 OF PIPE DIAMETER STORM DRAIN SEED.
BROWNTOP MILLET 35 LBS ACRE EEDI H DULE / OR SORGHUM -SUDAN. HYBRIDS 30 LBS ACRE A INLET
/ _ _ NOT TO SCALE SEP. 1 MAR. 1 SERICEA LESPEDEZA (UNHULLED UNSCARIFIED) 70 LBS/ACRE A 4, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING
AND .TALL FESCUE 120 LBS ACRE / _ ~i THE NET OR MAT IN A 6" DEEP TRENCH, BACKFILL ~ AND COMPACT THE TRENCH AFTER STAPLING. f f
NOV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/AGRE ~f \f~,~, f~~
F~ '/i 5. ROLL CENTER MAT OR NET 1N DIRECTION OF WATER ~t~t
/j~ FLOW ON BOTTOM OF CHANNEL ~``if`~
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- ~ 6. PLACE MAT OR NET END OVER END (SHINGLE STYLE)
FORMATtON CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETA TION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING '~,fi~f~/r. /r. /r. /r. /r. /i. /r r, / " R W OF Wl TH A 6 OVERLAP. USE DOUBLE 0 STANDARD TEMP
RATE COMBINATIONS ARE POSSIBLE. STAGGERED STAPLES 4 APART TO SECURE, SILT FENCE Wl TH
STEEL POSTS 5T WASHED STONE ~ # t 7. FULL LENGTH EDGE OF .MAT OR NET A T TOP S DE (SEE DETAIL SNT ABOVE) »
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED. PERMANENT VEGETATION. SLOPES SHALL BE ANCHORED !N 6 DEEP .TRENCH 0 a
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTHERWISE FESCUE MAY BE SHADED OUT. AFTER STAPLING. SECTION A-A
B. MATS OR NETS SHALL BE OVERLAPPED 4" OVER
THE CENTER BLANKET AND STAPLED. PLAN
TYPE A T RMINAL END OF THE MAT OR NET MUST BE 9. THE E
DING HEDU FOR SEE SC LE ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND
STABI~IZA TION GRASS COMPACT THE TRENCH AFTER STAPLING,
REVIEWED BY: JFC'
NI DATE TYPE PLA T NG RATE NOTE. DESIGNED BY: BDS DRAWN BY: TSCI
CHANNEL SCHEDULE
MAR. i5 -MAY 15 PERRENNIAL SEED MIX i0 LBS ACRE 1. INSTALL SILT FENCE AS INDICATED IN STANDARD TEMPORARY SILT FENCE DETAIL. BOTTOM SIDE SLGPE PERM. TEMP. MIN. WI. CHANNEL ~ N7DTH (FT) (Z: i) LINlNG LINING OF LINING MIN. WIDTH DATE: 9-28-07 iG OF LINING (FT) PROJECT NUMBER: 07-024
/ N. C. WILDLIFE RESOURCES 1 3 3 GRASS S75 9 i 9
COMMISSION 2 3 3 GRASS S75 9
MAR. 1 - JUN. 1 SERICEA LESPEDEZA SCARIFIED 50 LBS ACRE ( ) / 3 3 3 GRASS STRAW w/ TACK 8 TACK 9 SITE DETAILS
MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS ACRE ( } / ALL CHANNELS SHOWN ON EROSION CONTROL PLAN THAT INDICATE TEMPORARY LINING BUT ARE NOT tDENT1FIED iN THE CHANNEL SGHEQULE SHALL INSTALLED AS INDICATED
(MAR. 1 -JUN. 30) OR ADD WEEPING LOVEGRASS 10 LBS/ACRE MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS ACRE ~ ) / ABOVE AS CHANNEL 'X'.
JUN. 1 -SEP 1 TALL FESCUE AND 120 LBS/ACRE TI N NIET P TE .PIP I
BROWNTOP MILLET 35 LBS ACRE / NOT TO SCALE C 7 ".J
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE SEP. 1 - MAR. i SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
AND TALL FESCUE 120 LBS AGRE / S NS TYPICAL DITCH ECTIO
(NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE NOT TO SCALE SEPTEMBER 2007 ;

~ _ r
3 4" HOLE
SURFACE OF PAVEMENT OP N OR BLIND LIGHT HEAVY t.17 ~ ~ ~ _ r-1 d f
STD. 4° SIDEWALK SLOPE 1 4" PER FT. 1/$ RAD. / ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN DUTY DUTY ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC 7 v 't; l
m :o, 'a ~ ~ CONTROL DEVICES, NCSBG AND ADA SPECIFICATIONS. TYPE 5-9.58 2-IN 1.5-IN »
e 1/4 d d q $ AN R I SURFACE COURSE 8 ~/4 D EOU REMEN TS.
SLAB REINFORCING - - - ° - - ~ I I_I I hI I I-1 I I-1 I ICI k $ GROOVE JOINT W/ 1/$ ~ a-1 11-1 11=1 11=f I= a { TYP I- E 19.OB _ 2 5-IN ~ PRECAST CONCRETE WHEEf a { BINDER COURSE ;BETE WHEEL STOP
CONCRETE PAVEMENT SLAB d "~1N'` d ~/4 RADII & JOINT SEALER -o ~ a „ I1- 5
6 A A Q A A a COMPACTED . 7 1 2 /6 aQ PAVING NG
q A A p d Q Q a A. d U ~ SUBGRADE ~ ~ U ~ ~ a $ AGGREGATE $-IN 8-IN BASE COURSE
A a. a a A a. a a a d.
o $ V ~ 0 C7p ~ ~ o ~~00I`,~'C7 a 0 ~ a , :J ~ ! h1
b A a TYPICAL CONTROL JOINT SECTION VIEW a : A . NTS R7-SD VAN ACCESSIBLE ~ cis ~ ~ a \ \ \ \ \ \ COMPACTED e r w. v 1
a d GROOVE JOINT W/ 1/$ 4 ~ \ ~ \ 'f/ NOTE: MAXIMUM PENALTY ~ SUBGRADE 4 4 t~ 3 X 2 GAL VANlZED ~NIZED ~
/ REINFORCING SHALL " i/4 NOT PASS THRU JOINT SEALER SHALL BE PER LATEST TEFL ANCHOR RODS FINE AMOUNT AS SPECIFIED )DS
JOIN T AGGREGATE BASE dc~4 RADN & JOIN T SEALER BY LOCAL AUTHORITIES.
v- COURSE (ABC) N \ SURFACE OF GUTTER SECTION VIEW a,
/ \ a a A a 4 1$ RAD" 12 6 u ~ , a A R7-8A NOTES:
COMPACTED SUBGRADE ' 5/$ DIA x 16 LG. SMOOTH SLIP DOWEL 1. SEE SPECIFIER TIONS FOR PROOFROLLING .COMPACTION & TESTING REQUIREMENTS.
BARS AT 1$" O, C. GREASED BOTH SIDES. JOINT FILLER TYPICAL THICKENED EDGE -.e---- "VAN ACC SI ES BLE 2'-6" 2'- g 0
NTS TYPICAL GON TR S UCTION JOINT SIGN 2. DETAIL IS FOR ON-SITE PAVING OPERATIONS ONLY.
TRANSVERSE EXPANSION JOINT NTS -a SIGN R7-8 OR 3. THE CONTRACTOR MAY CHOOSE TD INSTALL
--1 2" / i/8 RADII AND BOTTOM OF SIGNS INTERMEDIATE COURSES OF PAVEMENT TO STA I i R7-SA B L ZE o R7-8 OR R7-SA THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
JOINT SEALER THE CONTRACTOR IS REPONSIBLE FOR DETERMINING SEALS
CONCRETE PAVEMENT DIMENSIONS HEAVY e a 4 „ ° A Q THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE SIGN R7-8D
CONC SLAB THICKNESS, dC = 6 4 A Q ° o. a PAVING. INCREASES 1N THE DESIGN PAVEMENT SECTION PARKING SPACE I TO FACILITATE INTERMEDIATE PAVING SHA LL BE c~ PARKING PARKING ®o``~tiesee®ro®t®
ABC THICKNESS d = $ ° B PROVIDED AT NO ADDITIONAL COST. SPACE SPACE ?®,°`Q. A
REINFORCEMENT = 6x6-W2,9xW2.9 JOINT FILLER SECTION OF SIDEWALK FLUSH WITH PAVEMENT 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TY P GAL EXPANSION JOINT GENERAL NOTES: q REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED
NTS co BASE COURSE AND OR INTERMEDIATE PAVING l p 549
1. A GROOVE J INT. 1" " 0 DEEP WITH 1/$ RADII SHALL BE REQUIRED PRIOR TO PLACING SUBSEQUENT PAVEMENT LPFTS 8 PAINT STRIPING ~ ~ -v GALV. STL. POST AT NO ADDITIONAL COST. -I I - -
IN THE CONCRETE SI WA K AT ' DE L 5 INTERVALS UNLESS iNDIGATED NOTES: OTHERWISE. SEE SPECS FOR ADDITIONAL JOINT SPA IN
C G REQUIREMENTS. 1, ALL CONCRETE SHALL NAVE A 2$-DAY COMPRESSIVE STRENGTH OF 4000 PSI ASTM C39 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADE PROTECTING PAVEMENT DURING ALC PHASES , ~D S?
( ) WITH ENTRAINED AIR BETWEEN 4% AND 6q 2" ONE 1/2 EXPANSION JOINT WILL BE REQUIRED AT 50 INTERVALS. 0 OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL
3, A 1 XP /2 E ANSION JOINT WILL BE REQUIRED WHERE THE 2" CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.E. W. MAX. OR AS INDICATED ON THE PLAN. BE FREE OF ALL DEFECTS OR DAMAGE.
SIDEWALK JOWS ANY RIGID STRUCTURE. -•4-- 3' DEEP GONC ° 90 PARKING SPACE PLAN VIEW
3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E. W, MAX. OR AS INDICATED ON 7 P A E L N AND FOOTING
WHERE CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT,
REVISIONS
RE TE P VE ET TYPI L ETE IDEW LK K . E P VE E T E I PRE E HEEL 5
NQ T T® SCALE NOT TO SCALE N4T T® SCALE NOT TO SCALE NQT T(J SCALE
z o~ f ~ NOTES:
Z
ALL BELOW GRADE ROOF QRAINAGE PIPING SHALL BE \ \ 0 6 PVC ®1.04 MIN. SLOPE UNLESS NOTED OTHERWISE. z o
PROPERTY N T - o Es LINE MINIMUM 24 HORIZONTAL CLEARANCE FROM ANY OBJECT. /j~ /f r w f.
BUILDING 1. FIRE HYDRANT AND VALVES -SHALL BE: MANUFACTURE /\/\rw ca PIPE SHALL BE DIP WHEN LESS THAN 24-IN ANUFACTURED BY CLOW. 18 CORRUGATEQ HDPE \ \ \ OF COVER IS PROVIDED.
WALL /\r\~Q SMOOTH INTERIOR ~r /f f/~ W (;i
2. BRANCH PIPE- SHALL BE DUCTILE IRON AWWA C150-76 FIRE HYDRANT, PUMPER NOZZLE TO BE 6" GATE VALVE- SHALL BE AWWA C500-$6 OPEN LEFT. PIP i\\\\\ VA C150- 76 E w ,r/ Y H
PERPENDICULAR TO STREET, OPEN LEFT. ~~V\ \ - A \A, ~ , , \ o DOWNSPOUT W
3. CONCRETE- SHALL ALL BE 3000 PSI MINIMUM AND TRAP • / \ SEE ARCH. PLANS 'r . \ ~ ) M AND TRANSIT MIXED. PVC PIPE ) f. ) ; ; , ) ; • ) \ © / ~ f r/3 H c
BEDDING SHALL CONFORM TO STANDARD DETAIL U-4" FLANGE AIL U-4. A \ n. A \ ~ r\/\/\ o //,r// ~ :a; CY
CAP 4. ST R N EEL ODS A D BOLTS- ONCE INSTALLED AND TIGHT, , 4ND TIGHT, SHALL BE COATED WITH TWO , •/\f\r /j , p CJ I:;:
COATS OF BITUMINOUS BASE PAINT. 12" MIN, o 8x1OX22, \ ~ ~a CLASS B STONE ~r'\ 4 - U
CLEAR N z 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL P \ MIN. ` n m VERTICAL POSITIONS AS DETECTED ~ ~•/\r'\/ _ ~ N UT OE /
g FLANGE MUST BE ABOVE GRADE. BY THE "NAKED" EYE. \ A -4 FINISHED GRADE ~f/,~r` Y -0 ET IED GRADE
UTILITY PIT ELEV CURB & z m ® SI 1 R. s TE. PAN ~
T 6. GAPS AND BONNETS SHALL BE PAINTED WHITE. A Q O O GUT ER A A A A d Q, SIDEWALK L m ~ - GROUND ~ Q SURFACE
~ MAX 6 ° , , \ ° a z -ONSTRUCTION DOC,UMEN,1"~
d PAVEMENT r` DRAIN CLEF 4' 4' RO NQ DRAIN/CLEANOUT, 4' ROUND
`fir ~ n !1 MIN DIVERSION SL 0 TTED C, SLOTTED CAST IRON,
~ 4• 6 GATE VALVE MINIMUM (2) 3/4 ROD DIKE DITCH BRASS OR ANCHOR TO 5' GRATE FLU -BRASS OR CHROME GRA TE FLUSH
WITH BITUMIN A I ~ VALVE BO FOOTING © OUS CO 7NG. 3 -6 MIN. CONC. THRUS --12,~ STAKES \ \ \ ~ I WITH FINISF \ \ \ fj 1/ N - a< GRADE 'I WITH FINISHED f!', GRADE
COMPACTED BACKFILL BLOCK Q a i\/ u ~ (TAMPED IN 6 LIFTS) /\/\/\f\ ~ 12
d a, a A a ~ a ~ 4 3, 000-PSI C( , 000-PSI CONCRETE
/ a ~~0 4 a ~ , / / / /\/\f / r /
a ~ „ n 6 MIN. BRANCH PIPE • //f//ff/~/~ir',r/r'r'~ /'f/%r/~'/'/%'/`rrr`~ ~Q \ FINISHED GRADE 4 PVC /\/\/r~`s`;~r'i~/r~/r~/r~ r~/r~fi~/i~/i~/i~/r~/r~: 4" PVC fr
~ MAIN ~j/\ y~ tNCREASER
90 BEND o ° ~ '~~ti~~~~,~/\~~1~,~~~\ / ~ ~ / ~ t+^ E/ a.b.. / / ~ ~J. / P. Il, / IF,/! ! ~f. / / \ / F f./Ff. ~i./I• / I\/ J\t//. ~f j AS NEEDED 18 GORRUGA TED HQPE ,
A \ \ ~ \y ` ~ 1 1 a CONCRETE /4 BRIDLE ROD MAY BE D, I, PIPE SMOOTH INTERI R ~ /\/\/f 0 /f, INLET COMBINATK PIPE ~ TURN PAT7 COMBINATION LONG f -TURN PATTERN WYE "
° THRUST COUPLED ONE TIME , A CONC. SETTING SLAB ° / e~ AND 1/8 AND 118" BEND
° A BLOCKING 7 GU.FT CRUSHE T 0 1-3 x1-3 x4 THICK D S ONE MIN. .CONC. FOOTING, INSTALL , : f///'~ 8x10 X22 " • ~
WHEN USING PVC PIPE. PROVIDE VERTICAL a ONC. THRUST BLOCKING GLASS B STONE /
BENDS AS NECESSARY UNDISTURBED SOIL TO INSTALL WATER / ff SECTION . ~
LINE UNDER FOOTING. '
\ SEE NOTES TOTES
T D D FIR E ERVI IN TA L TI N T BOIL I STA NDARD FIRE HYDRANT SSEM~LY I NSTA<lAT I DE TAIL ////fj/jar' )EAIL f~ f~
NOT TO SCALE .TEMP RAY SL E DRAIN
NOT TO SCALE UVNS U NNE C 4 MIN
NOT TO SCALE LEVEL SECTION NOT TO SCALE
TYPE STONE "ONE
2,_8„ „ 2 6 L
Q A A
A 3 RISE A ? 8"R / C,~OO° p C7P P O a P avoa~CJ ~~~~°aC~a~ ~a~ O~~ 1
(BOTH CAST IRON 1/2" R - „ OF BENCH 14" FRAME 6 2 -0 SURFACE OF 1 2 o a aP ~jaaa C~ Ca a oa G'a P~ P ~ ° Q °0 ~ G7 a a C 000 -
~ / GUTTER /2"-?- JOINT SEALER O p a a a C::~ a CJ C~ a Q a C~ o~ a ~ ~~Pa o~
GRATE 1 8"R a / ~"R 9 0 O ~ P c"~ ~ p Q a C7 P p~
Q a ~ 4 Q ~ 4 © ~ ~ 4 2
a a ~ 12 12 ~ a C>°a~ QOO 0 a °a Q Q ° AMOCO 2( P ~ P~ a P~ SECTION A-A (AMOCO 2006
_ o ~:Ja 4 ~ o oQ „ 0`~8 4 BC 4 goo 6 0 a C~ a C~ OP OR EQUI VA FILTER BLS OR EQUIVALENT) FILTER BLANKET
® a Q 1 1
12 ] A PLAN SCORE FULL WIDTH TYPE STONE A OF CURB AND GUTTER (OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL 'E STONE
a 6 ~ o ) NTRACTION JOINT 41
CONTRACTION ~TYP) , „ 2 -6 4 A L
Q ~ 4°' MIN. ABC A ~ ° ° /8 R o °°a PLAN ° c~ - a P
a Q 4 SECTION A-A SURFACE OF 1/2--? 2 -O B a G' a ° a B ° ° o ° a° aao > F- 2"? JOINT S A R c° a ° o ° / ELE O ° P ~
GUTTER Q° 4 ABC °d » „ P~aQ°~, P °a va f
4 Q o Q 30 CURB & GU TTER 1/~ R ~ ~ ~ ~ NOTES; 3"R N 6" 1'-6" a°~ °a P a ~ ° as 2z °a°
z`~ a ° SECTION B-B FILTER BLAn 6 q U « P P~ p 0~~ FILTER BLANKET [tt.~ II Z°:~
1. ALL CONCRETE SHALL BE 3,000 P.SJ. 12 NOTES z o U ~ P P ~ (AMOCO 2O( cap ° a P a ~ ° ca ° OR EQUIVAL~ (AMOCO 2006 DI ' IIGNI 1) BY: BDS OR EQUIVALENT) DRAWN BY: TsG I
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, JOINT FELLER p a ° o a
9. TRENCH DRAIN FRAME AND GRATE SHALL BE HEAVY DUTY CAST IRON. SPADING MAY BE INCREASED TO 15' IF MACHINE IS USED. GRATE SHALL HAVE 1/4-INCH WIDE SLOTTED OPENINGS WITH SKID-RESISTANT a a NOTES: ~ i- a s t~ Q~ a 0 a f: `t OJECT NUMBER: 07-024
SURFACE. FRAME AND GRATES SHALL BE R-4990-DX, TYPE P BY NEENAH 3. CONTRACTION JOINTS SHALL BE INSTALLED BY THE USE OF h a a_a a Q a ° 1. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE A ~'o~' a ~ FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNE . a L SHALL BE l 'ANNEL.
FOUNDRY OR APPROVED EQUAL. TEMPLATES OR FORMED BY OTHER APPROVED METHODS. A WHERE SUCH JOINTS ARE NOT FORMED 8Y TEMPLATES, A TRANSVERSE EXPAN ' X AN FRONT SEEP SlON JOINT
2. CONCRETE SHALL BE 3,000 PSI, FIBER REINFORCED 6-INCH THICK ON 4" MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. , PLAN 2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION SITE DETAILS'
ABC BASE. , 4, EXPANSION JOINTS SHALL BE .SPACED AT 90 MAX INTERVALS, STANDARD METHOD OF IMMEDIATELY AFTER INSTALLATION. (OUTLET TO WELL DEFINED CHANNEL)
AND ADJACENT TO ALL RIGID 08JECTS, 3. BOTTOM OF TRENCH SHALL SLOPE AT LEAST 1/8 PER FOOT TO DISCHARGE ENDING CURB AND GUTTER 3. SEE EROSION CONTROL PLAN FOR DIMENSIONS.
POINT. 5. ALL JOINTS SHALL 8E FILLED WITH JOINT FILLER AND SEALER. 10
TRENCH DRAIN f 7,9 C
STANDARD CONCRETE CU NOT T® SCALE UTL P I .BETE CURS AND GUTTER
NOT TO SCALE s )T TO SCALE NOT TO CALE
SE TEMB R 70G7

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A.. !`M. RElNF(hgG~F~' ~ r~ ra ~ f L BACKFLOW AREVEMi E3ARS ~raf°' ACKFLOW AREYFMERS FOR UN~IETERFA f '
i etctws srtau. HAVE a~ ~ .OWS S,ttAl.L NAVE DETECTOR CHECKS,
Z fxf8lw Ff~T p ino ~ 2 THE RP2. IfFl.01Y G4t~R~ ~1t1~~(iJ}# F ~ ~ BE FEBC4 ?ApDEL Bi 1E RP2. BACKFl.D1Y PREVVR7iER SHAt.t. E FEBCO ?ADDEL B6D OR APPROVED EQUAL N.T.B.
. fi 3. THE PRE-F,hBRICAZEI '~p, Nu ` ~ fl6ERGtASS ENCLQSI iE PRE-FABRICATED ABOVE CR4UNA BERGtASS ENCL05URE SFW.G. QE -IN
ter EQEJAt.. ANUFACTURm Ot NOT BOX OR APPROVED aUAt.. ,
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X w^ N S'i i i~~ -10 U Q~
~~A U N ~ PRESS R 1N_
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GENERAL NOTES: a
F 1. MORT R JOINTS 1 " TO 1 8" THICK. a /2 /
2. CLASS "B" CONCRETE 70 BE USED THROUGHOUT. MINIMUM DIMENSIONS AND QUANTITIES. FOR BRIGK CATCH BASIN
3. THE POURING OF FLOOR SLAB TO BE ~AGGOMPLtSHED BY FORMPNG. DIMENSIONS OF BOX AND PIPE COVER
PIPE SPAN WIDTH WIDTH SPAN NEIGH NEIGH DIMENSION BARS-U BARS-V BARS-W TOTAL 4. DEDUCT FOR PIPES) FROM TOTAL GU. YARDS OF BRIGK MASONRY.
iS'?I D A B C G MIN H1 H2 E F N0. LENGT N0. LENGT N0. LENGT LBS.
1. t n.. t. Sa.R{ 5. ALL CATCH BASIN$ OVER 3 6 IN DEPTH TO 8E PROVIDED WITH STEPS 1 -2 15" 3'-0" 2'-2" - - 2'-6" - - - - - - - - - ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. NO. 840.66. 2$$
18" - - 2'-10" _ _ _ _ _
t. - 9i 24" - - 3'-~" - - - - - - - - - - 6. USE TYPE "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
r :'A 30" 3'-4" - 3'-4" 1'-10" 4°-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 E
'-10" - " '-4°' 4'-4" 4 2~-0" 4 4'-1" 3 4'-1" 49 7. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRIGK OR 4" SOLID CONCRETE 36 3 3 8 2 , 42" - 4'-5" 4'-4" VAR. 2'-1" 3'-6" 4 1'-9" 3 3'-3°' 3 3'-3" 38 BLOCKS MAY BE USED IN LIEU OF CLAY BRIGK. a r~
gym. 48" - 5'-0" 4'-10" 2'-8" „ 4 2°-6" 4 3'-3" 3 3'-3" 40 3 -6 8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX ADD TO BASE E
54" 3'-0" 2'-2" - 5'-7" 5'-4" 3°-3°' 3'-6" 4 3°-0" 6 3°-3°' 3 3'-3" 48 ' AS SHOWN ON NCDOT STD. N0. 840.00.
y F Mi..k Y. ~ MA., . „pP -ONSTRUCTION DOCUMENT
„ " WA V R " IN NIGHT USE 12" WALL 9. FOR 8 0 IN HEIGHT OR LESS, USE 8 LLS 0 E 8 0 , TO 6'-O" FROM TOP OF WALL AND 8" WALL FOR THE REMAtNiNG 6'-0". 12" WALL t;
h QUALITIES TO BE ADJUSTED AGCORDtNGLY.
N „ FRAME, GRATE & HOOD ~ ~a 6
SEE STD. N0. 840.03 BACK OF CURB ~
X
Z -4- B „ „ 6 6
i; a4m1 Y Y A ~ 8„ ~ 8„ A
r, . X X z z
k~;~~~rsr;: : DIMENSIONS FOR DROP INLET . B ~ 0 n
~ ~i. k - DlMENStONS OF BOX & PIPE i
, art a X
r'4r .Yt'.•GS hr, t ~ ~.x+.vv . PIPE SPAN WIDTH HEIGHT r t'>: PLAN
v :i: .n. 1 3 s ~ B D A N SECTION-XX SECT1©N-YY
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~~I.,~~', T5 3 -O ~ •~;.9 , . + .....Y. ,~r~ ~ PLAN EXPANSION JOIN 4 BARS "V" NORMAL GUTTER LIN
Ts ~ WlTN COPING REMOVED ®3 EQUAL SPACES 6' DEPRESSED GUTTER LI 6
r;. ,l , 24 4 _p ~ ~ „ 1 1 /2"
r°a STANDARD 30" ,~~_0~~ 2~_0~~ 4'®,~~~ ~ sTD. srEPS #e4a.ss r r s
840.16 FRAME AND GRATE srD. STEPS s4ass N #
~J-6D7 „ » ~ ~ v ~ 8 B --8 MIN. R ~ a R ~ Q
„ ~ Q. ~ Q. N $ MIN. A 8 MIN. , „ ~ ~ ~
~ 3 -O 3 -0 to cn tp ~ 'Q q ~L ct
11 B 8 8 E ELEVATION m~ m~ c~ c~
GENERAL NOTES; C E NORMAL CURB AND GUTTER ON LIGNT GRADES ~rw LIJ
~ p USE ON FLAT GRADES 2% AND UNDER G r..
1. ALL DROP INLETS OVER 3'-6" !N DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTERS. STEPS z D
SHALL BE IN ACCORDANCE WITH STANDARD 840.66. ' CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES S 6G• ~ EXPANSION JOIN T
~ ° 4 ' PLAN OF TOP SLAB SECTION-SS „ N RMA TT R IN 8 MIN. 0 L GU E L E GTION-SS
2. CLASS "B° CONCRETE TO BE USED. .L. T PER SIT H NNE TI .I END ELEVATION DEPRESSED GUTTER LINE „ „ ~ -0,
NQT TO SCALE SECTION- YY 3, ALL MOTOR JOINTS ARE 1 j2 t 1/8 WHERE 3a TO 36 PIPE IS USED ' SECTION-JJ o.~ „
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION 4 BARS V SIDE ELEVA TION ~ ~ I Q 3 EQUAL SPACES r
Fj ~~ii OF THE BOTTOM SLAB. SECTION-MM ~ #8 BARS „W„
BRICK COPING ..d
5. BRICK MASONRY DROP INLET NOT 70 BE USED IN LOCATIONS SUBJECT TO TRAFFIC. t 1 i
3 -6
6. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR SOLID CONCRETE BLOCK MAY BE USED IN LIEU OF ZICK , , „ 1-a 6 -0 U OF
CLAY BRICK. ' A . _ 4 ELEVA TION „ „
8 ¢8„ 7. IF REINFORCED CONCRETE PIPE IS SET IN BASE ° 4 BARS U ,J ' ; B J NORMAL CURB AND GUTTER ON STEEP GRADES
A F X A T SL B 0 BO , DD 0 AS SHOWN ON STANDARD F ''a'`4 USE ON GRADES OVER 2~' ~ ~r M B M REVIEWED BY: it C"
_ 840.00. d ~ F , . sECTION_R~ Q EXPANSION JOINTS DI SIGNED BY: BI7s
8. FOR 8 -0 IN HEIGHT OR LESS USE 8 WALL, OVER ap + . ER „ DRAWN BY:
~ 8 -0 IN NIGHT USE 12 WALL TO 6 -0 FROM TOP. OF 'OP OF 4 4 DATE: 9-?ti-07 i'.
WALL, AND 8" WALL FOR THE REMAINING 6'-0". QUALITIES TO BE ADJUSTED ACCORDINGLY. ~ ~ PROJECT NUMBER: 07-0
secTioN-xx
PLAN ~ » ~-a SITE DETAILS
P AN L PLAN
f
TYPICAL DR P fNLET N. ~a.
s NOT TO CALF STAA C T CATCH I 7 C
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SEPTEMBER 2007

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CONSTRUCTION SPECIFICATIONS 1
TYPICAL POROUS BAFFLE PLACEMENT 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
(SEE DETAIL FOR BAFFLE 2. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP/BASIN. INSTALLATION INFORMATION C! -7' 'CS i _ r d
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF uQ
EARTH BERM F 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF STEEL POST STEEL POST 4 MAX. 4- s M1r
THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. SEDIMENT PI7 VARIABLE AS DIRECTED BY THE ENGINEER ~ z W w SUPPORT WIRE OR ROPE 3~
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE ox ~z
POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. a POROUS BAFFLE MATERIAL DRAPPED Nm ^J
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE , ~ OVER SUPPORT WIRE OR ROPE w w 70P OF FABRIC 6" NIGHER ~
TO PREVENT SAGGING. $ SUPPORT WIRE THAN INVERT OF SPILLWAY u. o
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY GOIR MATERIAL, OVER THE TOP WIRE. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS 1N THE WEAVE. ATTACH FABRIC INLET ZONE OR ROPE m°~ ANCHOR BAFFLE IN TRENCH OR WITH 8 35~ SURFACE AREA
TO A ROPE AND A SUPPORT STRUCTURE IMTH ZIP TIES, WIRE, OR STAPLES. EROSION CONTROL MATTING STAPLES RAE o G D z ~t
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED FIR; WITH $-INCH EROSION CONTROL MATTING STAPLES. 259 FIRST CELL m ~ GRADE
,25,E SURFACE AREA o= ~ \ ~
8. DO NOT SPLICE THE FABRIC BUT USE A CONTINUOUS PIECE ACROSS THE TRAP BASIN, P RMAN NT 0 T T SECOND CEI E E U LE SECOND CELL \ \ ~ \ o\\.
MAINTENANCE STRUCTURE 25~ SURFAi 25~ SURFACE AREA / / ~ f\f~ o'
F -OUTLET ZONE INSPECT THE BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAIN ALL. MAKE ANY ~ ~ oNE \ FRQNT VIEW ~ N ~ 5
REQUIRED REPAIRS IMMEDIATELY. 15q SURFACE AREA ACE AREA o' o SIDE VIEW \ \ „ ~
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND
STABILIZE tT. SEALS
* BAFFLE SPEGIFIGA170NS AND MAINTENANCE FROM NGDENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL. SEE MANUAL FOR ADDITIONAL INFORMATION.
, ~pF SCO °°p d
CONCRETE SLAB CONCRETE SLAB a Q s
MANHOLE RING AND COVER MANHOLE RING AND COVER. 40 op oft 4
BARS 8 O. C. E.W. ~4 BARS $ O. G. E. W. a ® ~NGIN~
~ ~ „ F F +,R 8 $ R ~ I-~--~-I ~ ®®®®qN D a
TOP SLAB ELEV E I-'~-`I I°'-~--~-I TOP SLAB ELEV: E p a ~ a ~ ° ~ " efl -Ada a.0d °a`+ddaA e.p d°d tt$ow'e~®o
.OPEN-THROAT YARD INL a-~- WETLAND OUTLET a -a- _ „ ~ „ < a a ' ° ~4 REBAR 6 Q.C. E W. d a da 4, ap d a 4T YARD INLET ° a„ a OPEN-THROAT YARD INLET - ° a IN EACH OPENING IN EACH OPENING H OPENING
X Z e Z .e- t, 3 3
RIM ELEV.' D RIM ELEV.' D a a a e.
a . . a: an d a d q a A n. n. e a a .d~"a a. a .q d a . ° , „ d g „ o e a REVISIONS
4 ° , , ~ ° aA 4 ° PRE-CAST BOX 4 ° _ 4. . `a a ° ° ° . . a ° a d- e. a as q a 8 d „ a 4 A d. a a e
d 4 . d PRE C ST BO q a d a a <a „ n „ n a a . ° 4 ° , e. a q „ , d a.
.a ' r' qd - .4 " o d ~ 4 e .d,y a „ a. q a dp e d EMBANKMENT d a; a a °d
° ° FAIRGLOTH SKIMMER ° „ ° d.4 a ° „ as a a a a d . A a , qd , ~ d a ° d PRE-.CAST BOX v a .~a AST BOX
OR APPROVED EQUAL. 4 A e n ®
DIAMETER: S a a ~ a 4 a a" n ° d 4A q
PRIMARY SPILLW FAIRCLOTN SKIMMER n ° „ fARY SPILLWAY ° ° a a a ° ° a e ° IAMETER: Q a ~ 4 d „ a~ ad ° a d a a z
R AP V ^ ~ DIAMETER: L O PRO ED EQUAL. • 4 4 DIAMETER: S e < d as a a a. 4 „ 1"Y4 1') a a a p a. a` PRIMARY SPILLWAY pa a d a d ° ° 4 ° a a° a s <a m #4 REBAR 6 O.C. a AR 6" O.C. E. W. 14
PRIMARY SPILL WA Y 4 x3 REDUCER a4 INVERT ELEV.: B ad ~ a a a 4 a INVERT ELEV.: B a „ ° ae a $ w x
d,~ ° d .a °aa ° an° a ° a a p ° p a e.. 4a a aad n „e a _ ~ .d a a p a d a a < +a a „
d. ~ ' A ~ da 8 ° ~ °4 a d do w la
" ; DO NO INSTALL PRIMARY SPILLWAY l~ OUTLET PIPE UN11L SKIMMER IS REMOVED a e a , a SPILLWAY a ° a d p ° ~ a .MOVED 4 a a a s „ a „ a° s
BARREL .a AND POND NO LONGER OPERATES a a m a p ° ° 'ERA TES a a _p ° a ~ ° „ a4 , q
" AS A TEMPORARY SEDIMENT BASIN e d a„ V7 BASIN d d n °d~ e a ° a ° d A ° a „ ° d „ , ° ° e d a A a OUTLET p a a, a ° a c
CONNECT FLEXIBLE PIPE " 4 TO POND DRAIN.. GATE °p ° a a d a A a <a a p ° a < BARREL d °d +
VALVE SHALL REMAIN - d a A F A° o a a a a d . 4a a < „ c
OFEN. REMOVE SKIMMER e FLEXIBLE PIPE 4x3 REDUCER ONCE POND 1S NO LONGER o .aad qn ~ a 4 a a' ° a n a; e a ° a a „ ,ER , ~ 4 6 a d d a a. ~ a a e a a „ p ; v
a < EMB UTILIZED AS TEMPORARY d a a a Aa ~a Aar. da EMBANKMENT a °A 4 ° d a a a a p y a a d a a a
SEDIMENT BASIN. ° a n „ a e n. a .d „ a 4 a 4 a ° a . d 'e „ „ a ° a d w
a ° a da d a as O O a d nd
J BARREL OUTLET INVERT ELEV.: A .F ---I ~a I"-' BARREL OUTLET INVERT ELEV,: A I A . a Ae - .ea d a a a d - d a d p a, a ~ a. + a-a------ e. _ na e a d a , d^ , a a p ,e
e aQ. `4 w " a P ° a n ' d a. . r P s a a o- a a' a 6 d . a 6 s t as an d,. e„ a a w a„ p, ao p as Da n' a' " . a a a ..q A n a Ad, pe 6 a aPOa d9 n+a p a CONSTRUCTION DOCUME:N'I~
Q " EXTEND TO TOE QF SLOPE +Q Q< 4. °q ° a p Q. ~ ° p Q, d n G ° e ' aap. p' 6 ~ ~a a a o- A a~. '.n .aa. .a d d b°,. ~a, ° * e a A :fin a a F {
<.m ,.410 ° a a A4 ° ao A, e. a.A 4 ^A d d e :ea, n pa d n.a p. n e d d° p e e An. ,a. n as 'Aa. ~ ~ a _ e a ~ d'd a
.DIP DRAIN WITH .GATE
VALVE AND HAND WHEEL. PVC DRAIN WITH GATE SECTION X-X
X ANCHOR TO OUTLET STRUCTURE. PLAN VIEW VA VLE TO BE OPEN DURING IRE. VALVE AND HAND WHEEL. OUTLET STRUCTURE NOTES; 'EL. TRUCTURE.
CONSTRUCTION. SECTJON Y- Y ANCHOR 70 OUTLET STRUCTURE. „ VAVVE TO BE OPEN DURING 1. ALL STRUCTURES OVER 3 -6 IN DEPTH TO BE !RING
DIAMETER: R NT A IN N TEMPORARY SEDIME B S OTES a CONSTRUCTION. PROVIDED WITH STEPS 1 -2 ON CENTERS. STEPS DIAMETER: R
SHALL BE IN ACCORDANCE WITH STANDARD 840.66.
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A 2. C ASS ''B" CONCRETE 70 BE USED. . L
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. TR PERMANENT OUTLET STRUC U E 3. ALL MOTOR JOINTS ARE 1/2 ~ 1/8
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY. 4. FORMS ARE TO BE USED FOR THE CONSTRUCTION I
OF THE BOTTOM SLAB. I:1
3. PROVIDE PAINT MARK ON RISER AT 12 HEIGHT CLEAN AND REPAIR ONCE SEDIMENT l: I.; I r'
REACHES MARK. f•'
~ KIMM R 4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, S E , i
EMERGENCY SPILLWAY, ETC. UNLESS NOTED PRIOR TO BEGINING CLEARING OPERATIONS. h' I(00*)
fAICT/ fAICTA! t Cf flDC DD/iTC/'`TIflA! R,IATTMI/' i
nv~ir ON A II Y.71FiLL .7LlJf-L.. ~f\t,l lL. l?f1UIV IY7lil IIIYV ON ALL SLOPES STEEPER THAN 8:1 DAM WIDTH: M i
TOP OF EMBANKMENT ELEV.: G AND AND FLOOR OF POND
_ ~I I hI I I-I I ICI I hI 11=1 I I~l I I.I I hI I hI I I.
___=1 I Imo! I i ~_i i iii i i_i i ~ > i. =i ~ i_i ~ i-~ i i.~ ~ ~ ~
~a .
~T~
3 4 ° 11=111 i~ 3 '"'=1 I hI I I ~m~ _ _ 3 INSTALL SLOPE PROTECTION MATTING V
' 1 SHELF WIDTH; G ° . I I,, ;1 I i ~TI~,, , t =s l ~ =~1_-~ ON ALL SLOPES STEEPER THAN 6:1 III I 6
a ,a. 1O ....T_._._~. OUTLET STRUGTURE a ° _ , . b a 1(_~ ' ~ 4-~ I ' COMPACTED N .ANTI-S EP ' I~I11=
4° PERMANENT POOL ELEV B SEE DETAIL TN1S SHEET. ° °q _ ~ _i < ° a. ° a d CO C E SEED 8c MULCH EMBANKMEN T SELECT FELL R WI ~~I ;,III=11__ COLLA (6 DE) I ~ SEE SEEDING SCHEDULE, SHEET C6.01 ~ L_III_ ~ , C6. 0 61
=11=1 11=1 I I=III=1 i A a s I ~~i~,~
1 - I I_I I I_ 3 4 1~~' h ~1 .r. ~ ~ ~ FES OUTLET
FOREBar Q 4 f . A. ° ~,i q ° FES OUTLET INV. r
d i= ~ BARREL OUTLET ° ~(,_I 4 . ° '=i i l ~l l i. -1 _ BOTTOM FOREBA Y ELEV: A BOTTOM POND ELEV: A INVERT ELEV.: A Q ` a ° ELEV.; H OUTLET BARREL: K ELEV.: H
_,;,=III =i l 1-=11~= ~-n--- - - - - -
-I I I; III-iIII ; , a ° ° ° ° a ~ 11~ =1 I i~- ,;~,..I ~ o ~ ,
o III=-' !i , -1oii
1 ~_i ~ ~ o I 11- ~ ourcET PROreGnoN ~ 07EC77ON
! I -=1 I SEE SHEET G6A2 1 06.02 r
POND SCHEDULE NOTE - ~ I hI I ICI f;
POND NUMBER 1 H FT 424.40 P IN 18 1-YR STORM ELEV. 429.05 EMBANKMENT SHALL BE GONSTRUGTED OF ( } ( } 4' 'TRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, _ 2 FT DEEP CUT OFF TRENCH. I'
VEGETATION, ROCKS & OTMER OBJEGTIONi A (FT) 425.00 I (FT} 4.0 Q (IN) 1.5 10-YR STORM ELEV. 429.87 PLAGING FILL PLAGE FILL IN 6-8 INGN L~ OBJEGTtONABLE MATERIAL. SCARIFY SURFACES BEFORE EXCAVATE TRENCH ALONG CENTERLINE 8-8 INCH LOOSE. LIFTS. COMPACT TO AT LEAST 95% OF OF EMBANKMENT AND EXTEND INTO BOTH REVIEWED BY:
THE STANDARD PROGTOR DENSITY. 'SI TY. ABUTMENTS TO AT LEAST THE ELEVATION j DESIGNED BY:
B (FT} .428. DO J (FT) 4.0 R (IN) 4 100- YR STORM ELEV. 430.87 OF THE RISER CREST. EMB~4NKM~NT SEGTlQN ,i rs DRAWN BY:
T 1 . K 113 LF 18"RCP SIN 3 C (F) 0 0 ( ) SCALE; N. T S. DATE: 9-2f -
D FT 429.00 L FT - PROJECT NUMBER: 07-' r

EFT 430.75 M FT $.0 j O
FIN $ N IN P6 ~J T Il. E E P ST AS• UILT SURVEY REQUIREMENTS SITE DETAILS
NQT TQ SCALE NOTE. CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC
G FT 435.00 0 IN 6 ( ) ( ) SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR f+
CERTIFYING STORMWATER POND AREA DIMENSIONS, ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL
EXTEND 20 FEET OUTSIDE LIMITS OF POND.
SEPTEMBER '007

I'
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I ( ~ ~ I I I ~ ~ ~ ~ - - LIMITS OF COMPLETE SITE DEMOLITION SEE NOTE BELOW P ( t BELOW) REVISIONS
I 1 ~ ~ I I I I I I t I ~ r
I ` r I ~ ~ r s \
~ ! ~ 1M1 T F MP TE DEMOLITION: I r L S 0 CO LE I I I r ~
I I I I r ~ ~ r t. CONTRACTOR SHALL REMOVE, RELOCATE, AND/OR ADJUST ALL EXISTING IL EXISTING
C I I IMPROVEMENTS WITHIN THE LIMITS OF GOMPLETE DEMOLITION AS NEEDEC ~ 1 9 ~ N W N TRU TION UN S INDICATED OTHERWISE. ~ I ~ ~ / r TO PERFORM E COS C LE S AS NEEDED WISE.
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SLOPE AND / ~ / ~~I~/? /~`p I ~ ~ ~ ~ / / k 2. REFER TO SPECIFICA170NS FOR ADDITONAL DEMOLITION REQUIREMENTS ~ ~ ( \ N r'''' r AND INFORMATION. WIREMENTS
EASEMENT I /i a~~ ~/'I I~Il~ll ~ ~ / ice/ ~ \\l i i I I ~Il~i ~ / INV /4~~'.95/~/~~IId/I/~ ~ / / / ~i I 1 _ r I _ r ~ z 0
I 1 _ ~ I! I r I 3. CONTRACTOR SHALL VISIT SfTE TO OBSERVE EXISTING CONDITIONS I \ r L ~ ~ r TO VERIFY SCOPE OF DEMOLITION PRIOR TO SUBMITTING BID. )I TIONS a w
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_ r---- ~ 1. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES ~ ~ SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL S
G7 ~ ~ ~ / ~ \ ~ ~ ~ Q ~ ~ APPLICABLE RULES AND REGULATIONS.
C ~ r 1 \ / ,EIP 2. EXISTING SURVEY INFORMATION WAS TAKEN FROM A TOPOGRAPHIC ?PHI G
~ ~ ~ ~ N/F SURVEY BY JH CHANDLER & ASSOCIATES ON 2-8-06.
l a~5 \ ~ ~l j / / / ~ / / I 1 ~ RONALD WADE & T TR PR TI N F NCIN PRIOR TO BEGINNING CLEARING ARING
NNI I N 3. INS ALL EE OTEC O E G BO E B G BSO a OPERATIONS. CLEAR AND GRUB ALL AREAS AS SHOWN AND
/ D.B. 1014, PG. 916 / ~ REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER Q PIN ~ 1$53-47-0971 SPECIFICATIONS AND DRAWINGS. EXISTING TREES SHRUBS OR OTHER ER
/ ~ i / f ~a , / w ~ ZONING; AR ~ N ~ LANDSCAPE MATERIAL WHIGH WILL CONFLICT WITH NEW GONSTRUC 0 ? OTHER RUCTION
~Q / ~ ~ ~ ~ SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS. / w \ r°.~ ~ ANGS).
/ 1 ,r o ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXIS NG ~ CONDITIONS PRIO 0 B DD G nNG
o ~ ~ / / ?
l ~ / ~ 11 / ~ / / 1 i , i i i r o 4. STOCKPILE TOPSOIL AND WOOD CHIPS ON-SITE WITHIN CLEARING r r - LIMITS OR WHERE INDICATED ON THE PLAN. TEMPORARY MULCH ,r ~ c„ ING 'H
r W ~ STOCKPILES SHALL BE TURNED A MINIMUM OF ONCE EVERY TWO r TWO
' \ WEEKS OR AS NEEDED TO PREVENT CHARRING OR COMBUSTION.. r o o \ „ ~ h'~. SON.
~ r I/ I 5. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION 'ECTION
I FOR ANY HAZARDOUS MATERIALS. CONTACT ENGINEER IMMEDIATELY YATELY
/ 50 /r a ~ / BUl DIN ~i G SETBACK / ~ _ - - -'r MAT RIA AR t R AP AN J„ _ ~ _ IF ANY HAZARDOUS E LS E D SCOVE ED. C D \ ` REMOVE UTILITY SERVICES, FUEL TANKS AND SEP11C SYSTEMS.
f ~ ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE ALE
a fNV-435.2 ~i r / ~ r FEDERAL, STATE AND LOCAL REGULATIONS. \
INV 440.00 / ~ r ~ 10 SIDE PAR °7`` l r' r-'' ~ 6. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
f ~ KING SETS ~ a ~ 243.47 ACK 'y r r ~ ~ 1,,,..-- r _ ~ ~ EXERCISE REASONABLE EFFORTS TO PRO1FCT ANY UNKNOWN I r,,,.- V _ ~ UNDERGROUND ELEMENTS.. NOTIFY THE ENGINEER IMMEDIATELY IF Y IF
- - - - ..-f' - UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE ATE
r ~ _ ~ MODIFICATION TO THE PROPOSED DESIGN. / ~
~ ~ ~S ~ 7. COORDINATE .DISCONNECTION OF EXISTING U 11LI11ES WITH U TtLI TY ~ 'TY
r A COMPANIES. ~,,V
/ 3 N F I ~ S. ~ ~ ~ ^~1~,,..,- ~ 8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND IiND
CAS 1, LLC 11 r o / l / D.B. 1395, PG. 710. r a + ~ ~ l,, ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR ! IMMEDIATELY AS DIRECTED BY THE ENGINEER. REPAIR
M.B. 2003 PG. 373 + J L_ ~ ~ r.- r ~ t ~
PIN # 1853-27-3309 + ` i + v.._ r,.~-_..._n__ ~ F N 1 API A I 9. ALL WORK SHALL BE PER oRMED i ACCORDANCE W TH PLC BLE ,r LOCAL, STATE AND OS EGUL 0 S .1CABLE
ZONE: HI r ~ ~ r ~ ~ f + t ,N a ~ NSF
1 r ~ 1O. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,. CLEANOUT ~ RONALD WADE & BONNIE B CLEANOUTS,
1 ) ~ ~ 'r,,, p ® ~ ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE ® ~ GIBSaN DE.
+ r z + r ~ . `1.... ~ ~ ' ~ D.B. 1014, PG. 916 11. NO PORTION OF 7HE SUBJECT PROPERTY IS LOCATED WITHIN A FEMA A FEMA
r + r + t t PIN 1$53-47-0624 FLOODPLAIN PER FLOOD INSURANCE RATE MAP (FIRM) 37183C048O E, o, DATED MARCH 3 1992. 'C0480 E,
N/F r + + + MAJESTIC MARBLE & GLASS ZONING; AR
r r r + COMPANY ° 12. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT N CUT -MENT, REVIEWED BY: JF
r + D.B, 1545 PG. 867 r + ~ a TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT, ~q~1 4 4s, ~ SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, .MENT,
+ + PIN # 1853-27-7353 r + SS SIDEWALK, CURB AND GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW ~ NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE ? TO ALLOW DESIGNED BY: BDS THE DRAWN BY: TSCi
+ ZONE; MU r r , N /F "e EI BY SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTRUC170N S ONE PON
r , + r CLYDE OREN JR. & BETTY CONDITIONS (WHETHER OR NOT SHOWN QN THE DRAWINGS. TO BE REMOV J D BE REMOVED). DATE: 9-28-07 PROJECT NUMBER: 07-024
r , r , CROWELL _
r , D.B. 886, PG. 804 r + EXISTING CONDITION
r + PIN. # 1853-37-2597 r r r + ZONE: AR AND DEMO PLAN
r r 1 +
f + 1 r NF
I + t t STEPHEN V & JAMIE C 50 0 25 50 100 VICK 200
i ^r + D.B. 954 PG. 976 a F
+ + r PIN 1$53-47-0318
+ r + ZONING: RA (IN .FEET
r r - 50 1 inch - ft. SEPTEMBER 2007

0w 0 N N
as No Ulnp~O
R 1133 G aOO m o~ Oo "m n~
5 BRANDY ~°o NzNN azaa T~60i U ° ° ~ mm 0i
~jmm 'Cm-m- Comm
\ DO NOT WRAP TRUNK.
7 MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AVOID PURCHASING TREES WITH TWO LEADERS n 1~ o o cf)
AND LOCATE TO THE NORTH \ IN THE FIELD. OTRPRU E TREE A T PLANTI G EXCEPT FOR 0 Z N m 3 SPECIFIC STRUCTURAL CORRECTIONS SI TE °
V M
TRUNK FLARE AND TOP OF ROOT DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT.
BALL SHOULD AT GR WE LL RAINED BSOIL, PTOE4N IF STAKING IS NECESSARY, USE TWO C N O V) ^Cp Q OPPOSING STAKES WTH SEPARATE y In
- - - INCHES (10 OM) ABOVE GRADE \ IN POORLY DRAINED SOILS. FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. U)
I
A WIDTH OF PLANTING BALL HOLE IS 3 TIMES ROOT T BALL DIAMETER IN 3' (5 CM) PINE STRAW MULCH. DO NOT 96' PLACE MULCH IN CONTACT WITH TRUNK.
HIGHLY COMPACTED R CLAY \ - - - SOIL 2 TIMES MINIMUM IN 4' (10 CM) RAISED RING OF SOIL TO
ALL OTHERS. B5. DIRECT WATER INTO ROOT BALL ESPECIALLY IMPORTANT IF TOP OF ROOT 0)
BALL IS RAISED ABOVE GRADE SR 1147
BEFORE PLANTING, ADD 3-4' (7-10 CM) OF WELL-COMPOSTED LEAVES, RECYCLED
S / DIG WIDE PLANTING HOLE WITH TAPERED SIDES YARD WASTE OR OTHER COMPOST AND TILL y~ YOUNGSVLLE QQ t ~J~t(~J~ l Jj~jftf INTO TOP 6' (15 CM) OF PREPARED 1P
\ \ / / SOIL ADD COMPOST AT 20-35% BY VOLUME JS 9 6 TO BACKFILL
CUT ARAYB LAP TROPE, WIRE BASK OFET \ \ AND SIDES EXTEND STAKES INTO UNDISTURBED SOIL
ROOT BALL 4-6' (10-15 CM) DEEPER THAN ROOT BALL FOR LOWERED PLANTING HOLE AS NEEDED
WTH POOR DRAINAGE.
\ - - / / oo SET BALL ON UNDISTURBED SOIL PACK BACKFILL BALL TO STABILIZE BASE OF ROOT BACKFlLL VICINITY MAP SEALS
\ \ - MOUND TO PREVENT SETTLING. \ F HOLE TO OF BE E THE 3 TTOP OF IHEE TO SETTLE NATURALLY OR TAMP UGHTLY. NOT TO SCALE ROLE
IF PLANTING HOLES ARE DUG NTH ` ROOT BALL WIDTH IN N CLAY SOILS
\ \ A LARGER AUGER, BREAKING DOWN \ THE SIDE NTH TH RI A SHOVEL HOVEL CAN ? \\\\1\111111/////
\ E THE LIMINATE PREFERRED GLAZING AND SLOPING SIDE. CREATE NO ~r IE TYPICAL TREE PLANTING ,.••''~~\A CARO
SCALE STEPHEN PEASE c~ - NO SCALE
INHERE SEVERAL TREES NU SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LANDSCAPE ARCHITECTURAL SERVICES 403 =
UKLLY SHINE ROOT SPACE (10-15 CM) OVER THE ENT E ENT SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6' ~ i CM) OVER THE ENTIRE AREA
`F~ ......`:ix.. / FOR CONTAINER GROWN TRI 1609 Phelps West Road [phone] ONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL
i ROOTS OUT OF THE OUTER OUT OF THE OUTER LAYER OF POTTING 5014 THEN CUT OR PULL APART Fuquay - Varina ~p/~. ~Q~ DOTS CIRCLING THE PERIMETER OF THE CONTAINER. North Carolina 27526 twopea [e-mail] -~~i,//RCN ID,\P•\•••••
:Ei / ANY ROOTS CIRCLING THE I vv:` OUTLET STRUCTURE DURING THE OE516N PHASE THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL, USE
LOWERED EQUIRED PLANTING HOLE 0 \ \ / R ED PLANTING HOLE DEPTH AND DESIGN ALTERNATIVE DRAINAGE SYSTEM AS IED.
NGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL
PERMANENT POOL MEDDURNGTHE`I;~M' \ \ THE FOLLOWING TWO SUMMI DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT XLOWNG TWO SUMMERS
\ LEVEL (ELEV. 428.0) THE PLANTING PROCESS IS LANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES REVISIONS.
PERMANENT SEEDING SCHEDULE
VEGETATED SIDE SLOPE SHOULDERS. OPEN AREAS. SLOPES (MAX 3:1)
\ \ SEE SEEDING SCHEDULE
- (NO TREES IN FILL SECTIONS) DATE TYPE PLANTING RATE
~o T AUG 15 - OCT 1 HYB FESCUE (90%) IMPROVED BLUEGRASS (10%) 7 LBS/1000 SF
OCT 15 - FEB 15 ANNUAL RYE 2 LBS/1000 SF z 0
PERMANENT SEEDING SCHEDULE
SLOPES GREATER THAN 3:1 6
SHALLOW LAND (HIGH MARSH) H)
/ PLANTING AREA - 5' WIDE (2,293 SF) 293 SF) DATE TYPE PLANTING RATE
(ELEV. 428.0 - 428.5) SEE PLANT LIST NT LIST MAR 1 - JUN 30 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE AND TALL FESCUE 120 LBS/ACRE
3
~ I j JUL 1 - AUG 15 TALL FESCUE 120 LBS/ACRE z
AND BROWNTOP MILLET 35 LBS/ACRE
(23) WAX MYRTLE SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE o
AND TALL FESCUE 120 LBS/ACRE q o
SHALLOW WATER (LOW MARSH) SH) FERTILIZATION SCHEDULE ONSTRUCTION DOCUMENT
- 1 \ PLANTING AREA - 5' WIDE (2,533 SF) 533 SF)
(ELEV. 427.5 - 428.0) SEE PLANT LIST NT LIST FERTILIZER - 16-4-0 AT 20 LBS/1000 SF LIME - DOLOMITE AT 90 LBS/1000 SF
SUPERPHOSPHATE - 0-20-0 AT 12 LBS/1000 SF
+(6) LOBLOLLY PINE
. \
1 D~ \ MAIN POND
o": (6) RED CEDAR PLANT LIST
. / hl II
SHALLOW WATER (LOW MARSH) ELEV. 427.5 - 428.0 (2533 SE)
QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES
440
180 JUNCUS EFFUSUS SOFTRUSH PLUGS 2' O.C. PLANT IN GROUPS OF 20 60 SAURURUS CERNUUS LIZARD'S TAIL PLUGS 2' O.C. PLANT IN GROUPS OF 10
60 PONTEDERIA CORDATA PICKEREL WEED PEAT POTS 2' O.C. PLANT IN GROUPS OF 10 I-7 Q
~x\ 'iii:e \ 180 SCIRPUS PUNGENS THREE SQUARE BULLRUSH PLUGS 2' O.C. PLANT IN GROUPS OF 20
(7) BALD CYPRESS 60 ACORUS CALAMUS SWEET FLAG BARE ROOT 2' O.C. PLANT IN GROUPS OF 10
60 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD TUBER 2' O.C. PLANT IN GROUPS OF 10
ARMOURED FOREBAY BERM SHALLOW LAND (HIGH MARSH) ELEV. 428.0 - 428.5 (2293 SF) x
III,, 1 \ SEE EROSION CONTROL PLAN V1 U N QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES ' w
ll 111 55 IRIS VERSICOLOR WILD IRIS BARE ROOT 2' O.C. PLANT IN GROUPS OF 5 (~1
FOREBAY 60 ITEA VIRGINICA SWEETSPIRE 1 GAL 3' O.C. PLANT IN GROUPS OF 5 O
50 CAREX STRICTA TUSSOCK SEDGE PLUGS 3' O.C. PLANT IN GROUPS OF 10 f-
25 EUPATORIUM FISTULOSUM JOE PYE WEED QUARTS 5' O.C. PLANT IN GROUPS OF 5 \
15 CLETHRA ALNIFOLIA SUMMERSWEET QUARTS 5' O.C. PLANT IN GROUPS OF 3 111 W
VEGETATED SIDE SLOPE ELEV. 428.5+ (SEE PLAN FOR LOCATIONS
3" PINE STRAW
MULCH QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES ~
/ / \ \ 4" EARTH 7 TAXODIUM DISTICHUM BALD CYPRESS 2 GAL N/A SEE PLAN FOR LOCATION]
\ SAUCER TOP OF ROOT BALL AT AT 6 PINUS TAEDA LOBLOLLY PINE 3 GAL N/A SEE PLAN FOR LOCATION `.J
TRENCH FINISH GRADE. REMOVE 4OVE 6 JUNIPERUS VIRGINIANA RED CEDAR 3 GAL N/A SEE PLAN FOR LOCATION I
\ DRAINAGE BURLAP AND TWINE FROM FROM 23 MYRICA CERIFERA WAX MYRTLE 1 GAL N/A SEE PLAN FOR LOCATION wN
/ TOP 1/3 OF ROOT BALL. BALL.
- - / GRADE NURSERY SOURCES:
MELLOW MARSH FARM [phone]
NOTE : SOIL BACKFILL MIXTURE CURE NURSERY [phone] REVIEWED BY LAS
PLANT PITS ONLY FOR 1 PART GROUND PINE 4E E GILMORE PLANT AND BULB CO. [phone] SITE SOIL DESIGNED BY LAS
SINGLE PLANTS. FOR BARK TO 6 PARTS SITE SOIL \ OTHER PLANTING PREPARE DRAWNBY: LAS
THE ENTIRE BED AREA, OR DATE: 9-28-07
TRENCH FOR HEDGES MAKE HOLE 12° WIDER ON IER ON PROJECT NUMBER: 07-024
/ , \ BALL + 12° ALL SIDES THAN ROOT IOT
BALL DIAMETER WET DETENTION
RARTNPT.ANTTNC`r
GRAPHIC SCALE
TYPICAL SHRUB PLANTING 20 0 10 20 40 80
/ \ NO SCALE
C6.01 ( IN FEET )
1 inch = 20 Pt.
SEPTEMBER 2007