20020802 Ver 1_Site Plan_20020521

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i ~ ~ BACKFLOW PREVENTORS SINLL BE PRONIDED FOR ANY/ALL UNfTS WIiH FlNAL FLOOR ~
` ' LUI ~ ~ ~ 1 ~ ' ~ ELEVATIONS OF BUILDINGS LESS THAN 1'-~~ ABOVE MANHOIE.
MINIMUM GROUND WVER OF 3'-0' SHALL BE PROVIDED FOR ALL SANfTARY SEWER COU.ECTION LINES 4' AND LARGER IN NONTRAFFIC AREAS. IF MINI~IUFt
~ ~ o - 1~ COVER IS NOT PROVIDED, SPECIF'( CIIY OF ROCKY MOUNT FERROUS PIPE.
o~ ~ ~ ~IINIAIUM COVER OF 5'-0' IN TRAFFlC AREAS SHALL 8E PROVIDED FOR ALL COL1EC110N UNES 4' AND IARGER. IF LESS THAN 5'-0', DUCPIE IRON PIPE
Q I NG ~ / I EX S Z~ > ~ ~ ~ SHALL BE REQUIRED IN CUSS 1 BEDOING (AIINIMUAi COVER SHALL BE NO LESS SCh~a n~ a'-o~. 9e
• SSMH1'D o~ ~ ~ Rd. MINIMUM SLOPE FOR 4" SANRARY SEVlQ2 COLLECIION LINES SHALL 8E NO LESS
TOP RIti~ 109.60 ~ . ' TIiAN 1.OX WITH ClEAN0UT5 EVERY 75 LINFAL FEET. MAX. SLOPE OF 4" IJNES SHALL BE 2X.
~ _ ~ ~o INV OUT 88.4 ~ MINIMUM SLOPE FOR 6' SANRARY SEWER COLLECTION LINES SHALL 8E NO LESS THAN O.BX WITFI CLfANOUTS fVERY 75 UNEAL FEEL MA1(. SLOPE OF B" LINES SHALL BE 2X. a
Zm INV OUT-88.32' ~ MAINTNN 12" VERTICAL SEPARATION FROM 5TORM SEWER OR SPECIFY FERROUS ~d' O~C
Q PIPE FOR S4NRARY SEWER. ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION SITE AND 18" VERTICAL SEPARATION FROM WATER MAINS OR SPECIFY CfIY ~
10 APPROVED FERROUS PIPE FOR SANITARY SEWER. fQ/
SSMH 'C' WATER~ ~ WATER MA1N SHALL BE INSfALLED AT A DEP7H WITH A MiNIMU~I COVER OF 48", WfTH
TOP RIM-110.50' ~ 12" VERTICAL CLEARANCE I~INIMUM FROM O1HER UNDERC40UND UTItJTIES, 18' VERTICAL ~ SEPARAPON FROM SEWER LINES AND 10 fEET HOWZONTAI CIEARANCE fROM ALL OTHER UTIl1TIE5. ~OA
INV IN-101.17' ~ - ~ . PRESSURE REDUqNG VALVES SWL. BE PROVIDED IF PRESSURE IS IN 0(CESS OF ~ ~
~ 0 so Psi. a N.C. ~ O~S'~ , ~ Wesleyan
INV OUT-88.75 ~ ~ FIRE PROTECTION N t. ALL FlRE PROTECiION WATER SUPPLY SYSTEMS GENERAL~ COII2CJ8 Z? INCLUDING FlRE HYDRANTS SHALL BE INSTALLm AU. WATER AND SEWER MNNS WIiHIN PUBIJC EASEMENTS M1D RIGHTS-OF-WAY SHALL m ~
~ ~ ~ ~ ~ AND IN SERV1CE PRIOR TO RECORDING SUBDMSION. BE OWNED, OPERATED, AN~ MNNTAINED BY THE PUBLIC AUTHORITY. Ty+gf ~r Q
aa ~x ~ ~ ~ 2, FlRE ~EPARTb1ENT VEHICULAR ACCESS TO ALL ALL COh~STRUCTION SHALL BE ACCORDING TO LOCPL AUfHOR17Y STANDARDS. ~ SfftUCiURES UNDER CANSTRUCTION Sh1ALL BE PROVIDED /
~ ~nr~ae~ . \ \ AT ALL TiMES. IN AREAS WHERE GROUND SURFACES ALL UNDERGROUND UTIl.I11ES ARE APPROXIMATELY LOCATEG. ACTUAL LOCATION AND ARE SOFf AND/OR LIKELY TO BECOME SOFf, HARD All DEPTHS SHALL BE CONFlRMED IN FIELD PRIOR TO CONSTRUCiION.
~ , 4~ ~ ~ ~ WEAIHER ROADS SHPLL BE PROVIDED. STORM SEWER (RCP) SHALL ~ CONSfRUC7ID TO THE FOLLOH'ING CLASSES:
SSMH B ~ ~ . COVER LESS THAN 10 FEEf - CIASS C OR 0 BEDDING, ~~S W~ VICINI?Y MAP - NOT TO SCALE COVER 10 FEET TO 15 fEET - CL4SS B BEDDING, CLASS III WALLS
E ~ ~ ~ CERT1RCAl10N BY TH Q~0 . 5 4 ~ COVER GREATER TH.4N 15 FEET - CUSS B BEDDING, CLASS N WALLS z~ ow o~ Y
COMMUN(TY DEVELOPM T I ~ \ - .89 ~ ~ BEfORE STARTING ANY CONSTRUC110N OF IMPROVEMENTS WITHIN ANY Cf1Y OR NCDOT SiREEf OR HIGHWAY RIGHf-OF-WAY, THE FOLLO'MNG PROCEDURES SHALL BE
CONSTRUCTION PLAT W S AP ~ e' ~ R P Z UNDERTAKEN: CIIY RIGHi-OF-WAY - COMACT tACA1 AUTHORITIES TRAFFlC ~S EN6INEERMG OEPT. FOR INFORMA710N ON DETOURS, OPEN CUffING OF STREEf$ OR
~ \ ~h \ 'JF it THE CITY PLANNING @OARD ON~ FOR hNY CONSTRUCiION WITHIN PoGHf-OF-WAY. NCDOT RIGHf-Of-WAY - CONfACT ~ Q PROJECT ENGINEERS AND OBTNN ALL PERMITS AND ENCROACHMENIS (CROSS-CHECK
PLANS WITH SPECIAL PROVISIONS, KEEP COPIES ON CONSTRUCTION SfTE, ALSO ~ z. ~ 2 CONTACT NCDOT DISfRICT OFFlCE 24 HOURS IN ADVANCE BEFORE PLACING CURB , ~ Q t
20 ~ fi~ DAY OF ~ . ~ .;n ~`,~r,~`r:~;, , AND GUTfER. ~ (r ;1~ ~ : t.. y. ~ ~ r~ , .;n~s'.'`~;~ ~:"t:~;:'~• Q ~ ~'1
4 \ ~ ' i!.'!nJ 1f1:~i ' l,t ~•5.: ~ . ~ ,~t ~I' ..a.~.,L, .yr~'r.:i:',;,i.~^-.. II7 ~ : . =a„ , ' ~ CEMERLINE CXIRVE DATA _ ..-Jr,r..... .S!t 4 ? . W !
/ ~ ,97 ~•,r~ ;''a•,~:~. w I ~ dr., ,4..~ ~ M~
" ~ 4 SSMH ~o .os , DIRECTOR 4 ~ NUMBE I Lt. Ic Da Dc CD T' R' L' LC ' E' M' Y 2, - 3 ~ f s~ ~J C3 13'48'34" 13'48'34" 09'50'10" 09'50'54" N 2T23'43° E 70.54 582.50 140,39 140.05 4. 2 4.26 22
TOP RIM-114.0~4 ~ . . 3 . C33 52'46'09" 52'46'09" 35'48'36" 36'25'12" S 84'O6'21" W 79.37 160.00 147.36 142.21 18.61 16.67 ~ ~ ,
~ \ . 8,740 SF 4, 18 CEFmFICAl10N BY THE CITY OF ROCKY MOUNT I NV OUT-106.94 DENR , V , ';rv a ~s ;~,~proUp ~
ON POCKET ~ . o ~ °s ENGINEEPoNG DMSION THAT THIS CONSTRUCII ~ ~ h ~ w BISHOP ROA~ ~~°`.~n- S~o~, a. s EI P . . ~
. w 4 PLAT MEETS THE APPROPRIATE CRY STANDARDS ~ E I i 4" 1 1 1 3,76 \ NU~1BE I Lt. Ic Da Dc CD T R~ L LC ~ E M~
~ ts~ sfrr s~ 4 ' A \ C28 OB'14'16" 08'14~16~~ 05'S2'14~~ OS'S2'23" S 85'02~52~~ E 7026 976.00 140.32 140.20 2.53 2.52 ~T' ~S~~ `'~~'pN 4. , 86
. . ~ 2 '3 3 , 9 CZ9 D2'47'24" 0T47'24" 05'S2'14'~ 05'52'23" S 79'32'02'~ E 23.77 976.00 47.53 47.52 0.29 0.29 '8~' C30 02'49'55" 0749'55" 05'52'14" 05'S2'23" S 76'43'23" E 24.12 976.00 48.24 48.23 0.30 0.30 ,
~ r~• ~ .09 ' PARCEL(S) INFORMATION• " 6 4, 4 C31 D5'S8'51" 05'56'51" 05'52'14" 05'S2'23" S 72'18'60" E 50.99 976,00 101.88 101.83 1.33 1.33
CITY ENGINEER ~ ~ saw~~e ~ ~ r^ l O ry TAX MAP~ ~ .094
1 ViT ~ b ,"J - ~ CURVE DATA~ ZONED~ (PATIO HOI~S WRHIN BELMONT FARMS PUD)
~ . 4 AC ~ ~j ' , ~0 • ~S$~ NUMB I Lt. Ic Da Dc CD T' R' L' LC ' E' M~ TOTAL SIT'E ACREAQE 8.065 AC.
- i on ao~ o~ ~ 4~ ec , 7 C1 86'54'07" 8554~07'~ 190'59~09~~ 152'46~18" N 6T13'23~~ E 28.42 30.00 45.SD 41.26 11.32 8.22 ~~~WAY~ (TO CEWI'ER OF 3AC)' ~2~
o c o~ _ , /~r~~V ~ °i~'~'''''':'~' , ~ C2 8532'07" 86'32'07" 190'S9'09" 152'46'18" N 25G3'30" W 26.24 30.00 45.31 41.12 11,20 8.16 AREA OF ROADWAY 45 R.O.W: (3(?. gJ,J73 SQ. ~ C3 9558~58'~ 96'58~58" 229~10'S9" 152'46'18" S 28'00~03" E 28.25 25.00 42.32 37.44 12.72 8.43 TOTAL NIAuIBER SIN(aLE FAMILY LOTS~ """~J
J ~ ~ °J+.~'.~''} ~ ~ ' a e ~ - ~,2 C4 BG13'15'~ 8513'15" 229'10'S9" 15246'18~~ N 6336'04" E 23.40 25.00 37.62 34.17 9.24 6.75
a o o , . , , TOTAL NUMBER DUPLEX LOT~ -34 C5 01'43'54" 01'43'54" D9'28'13" 09'28'52" N 2T21'23' E 9.14 605.00 18.29 16.29 0.07 a•~~ TOTAL NUNIBER 3UBDIV310N LOT~ ---------49 , 55 C6 01'S9'21" O1'59'21" 10'13'S3" 10'14'42" S 21'29'07" W 9.72 560.00 19,44 19.44 0.08 0.08
0.095 C7 03'52~02" 03'52~02" D9'28'13" 09'28'52" N 24'09'21" E 20.42 6D5.00 40.83 40.83 D.34 0.34 ~N. 3IMGL.E FAMILY LOT SRE~
EIP ' ° s s CB 04'00'03" 04'00'03" 10'13'53" 10'14'42" N 24'26'48" E 19.56 560.00 39.10 39.09 0.34 0.34 A~. LOT SQE~ (INC. DUPL.EX LOTS)------'6,~6J SQ~.
7 ~ 6,10 , a p~ ~ / C9 03'35~38~~ 03'35~38~~ 09'28'13~~ 09'28'52~~ N 27'53'12" E 18.98 6D5.~D 37.95 37.94 0,30 0.30 ' "D. , C10 04'10'59" 04'10'S9" 10'13'S3" 10'14'42" N 28'34'19" E 20.45 560.00 40.89 40.88 0,37 0.37 BU~.DING 3EI'BACKS~
~ ~ 143 A~, 0.169 C g ~1 MIMMUNI 9 Ci1 04'05'33" 04'05'33" 09'28'13" 09'28'S2" N 3+'43'47" E 21.62 605.00 43.21 43.21 0.39 0.39 ,
6' 3 99 S~° 4" , 0 ~ > s . ~ ~ 6,396 C12 04'12'13" 04'12~13~~ 10'13'S3~~ 10'14~42~~ N 32'45~56~~ E 20.55 560.OD 41.09 41.08 0.38 0.38 ~ 25 6,396 F C13 13'18'26" 13'18'26° 31'23'42" 31'48'06" S 79'56'32" E 21.29 182.50 42.39 42.29 1.24 1.23 -'"--"--"--'-----°"-----"--~0'
0.09 ~ ~ , ~ , 0.147 0.147 C C14 45'47'12° 45'47'12° 41'4D'11" 4238'51" S 80'36'S3° W 58.06 137.50 109.88 106.98 11.76 10.63 g~ ~ER: -----------------------25
. ~ ~ , ~ 889 ~ ~ , C15 18'55~25" 18'55~25~~ 31'23'42" 31'48'O6" S 87?6'07" W 30.41 182.50 60.28 60.OD 2.52 2.46 ~R, ______~__~__~__~__~_____~20~ \ Ci6 1715'32" 12'15'32' 31'23~42" 31'48'06~~ N 6540~38~~ E 19.60 182.50 39.05 38.97 1.05 1.04
. ~J ~j' ~ .089 ~ ~ ~ 1 ~ RC ~ \ \ 5 ~ ~ C17 0749'36" 02'49'36" 31'23'42" 31'48' 6" S 5^'G?'05" W 4.50 182.50 9.00 9.00 0.06 D.O6 MI~NMUM LOT INIDIIi IN BLDG. PAD AREA~
~ ' C33 ~0fi ~ ~ C1B 90'56'20~~ 90.56'20° 286'28'44" 1574 , 8° S 12,15'O6" W 20.33 20.00 31.74 28.52 8.52 5.97 (S~K~.E FAMILY LOT ONL`~
n~h s~ 0 40 ~ C19 4G49'39 4649'39' 95'29'35" 15746'1 S 0~ 54'17~~ E 25.98 60.00 49.04 47.68 5.38 4.94
_ .1 9 A , ss. Q ~ , \ N ~ 4,158 4158 C20 2515'40" 29'15'40" 95'29'35" 15746'18" S 34'JB'22" W 15.66 60.00 30.64 30.31 2.01 1:95 ~ C21 41'00'50" 41'00'S0" 95'29'35" 15746'18" S B~'~6'38" W 32.44 60.00 42.95 42.04 4.06 3.60
~ O g~ ~ , ~ ~ 0.095 C 3,88 , ~s.s , ~.095 C , C22 40'52'36" 40'52'36" 95'29'35" 15746'18" N~' '.,'•i<~~' W 22.36 60.00 42.81 41:9G 4.03 3.78 j 6 , C23 36'33~15~~ 38'33~15~~ 95'29~35'~ 15746~18~~ N S' 20.98 60.00 40.37 39,62 3.56 3.36
~ 0.08 ~ 22 1/2' BENDS g, 1 ' ~ C24 09'34'16 09'3416 95 29'35" 194'46'18" N 05 `9'S9' 'IM K 60A0 10.02 10.01 0.21 0.21
~ ~ " S 900 PVC WATER MAI ~ 3 888 a 4 , C25 38'55'12" 38'S5'12" 95'29'35° 152'46'18" N 18'? 4'45" ~ 60.00 40J6 39.98 3.64 3.43 ~ C26 20`29'S9" 20'29'59" 95'29'35'~ 152'46'18" N 4. :?'2? E 10,85 60.00 21.47 21.,,:s n.97 0.96
~ ' ~ ~ , 4^ ~ ~o,~,~ .095 9 ~ .08 9 , .095 -
~ ~ , ~ / ~ ~n^ ~•s~, ~
~ , 6,060 S 52 S s~
~ 'd~ ' .192 A ~ o. ~ .139 ~ ~
~0 ' ~ ~ o ~ 40 ~S ~
~ ~y, ~ .1 (1 0.093
o ' ~ 8 4422 00 ~
~ 6 , 67 4,185 S ~ .102 . , o
, , , .1 .096 A o ~
. 0~ 9 > >35~ ~ ~ , ~ ~ 4' ~ ~ . ¦ a a ,
4 , ~ ~ n ~
~ 2 0 ~ .085 A ~ 61 0 02 _ E~ ~
9,67 SF s ~ 1 ~ ~ 5 •s ~ 4 , \
0.1 C' ~ o' 095 C ~ , 2z 6 „ p~ 5p~ 1pp~ 150' 200' 250'
~l. ~ 447S S ~
, 1 ~ ~ ° 0 093 A o ~~1' NSTRUCTION PLA T CO
. ~ ~ 5 OWNER
~ , k ~ . 4,1 8 .1~ ~ 5 BELMONT FARMS PARTNERS
i r e~ o~ 0.09 C
1 3 097 6 ~ ~ ~ ~ 1' P , i
~ 6 15 ~ 9 0 S ~ . ~ ESSIVE DEVELOPMENT PARTNERSHIP PROGR
~ ~ ~ ~ o .0 AC i .228 A ~ 4 ~ ~ ~ , 8 LOT 1
~ 4,1 S ~ ~ ~ `L , e6 , 18 770 SF ~i 4,947 BELMONT VILLAGE SQUARE OF WILSON NASH L.L.C. BOM 28 PG 116
0 ~ ~ s ac ~ ~ ~ ~i s~ 1 4 A o~~ ST. WHITAKERS TOWNSHIP, NASH COUNTY
0.431 ~ . ~ 3 p • ~ ~ ~ 6 5 3S 0~ NORTH CAROLINA
ERP ~ 1 4 ,379 S _ ~ s~• 8,9 F 4,095 0.146 C I
C2 T m'P~ , .094 8 .206 A ~ . OWNER ADDRESS~
~ ~ ~ ~ ~ ~ A NO P s ~ ~ % DANNY PEELE OR MICHAEL HOCUTT NOTE.
I , o' ~ 0 10 2 5F •~s ~ ~5 , IS11NG CONTOUR ELEVAl10NS TAKEN FROM PROGRESSIVE DEVELOPMENT PARTNERSHIP PROPER'TY BOUNDARIES AND ROADWAY EX
~ _ mm ~ .246 AC 2 8 SU P.A. DATED 12-20-Ot WHICH IS REFERENCED BELOW~ OF WILSON NASH, L.L.C. RVEY BY BRENNAN LAND F~VEYING,
- ,720 ~ "ss C ~ / 4,0 854i BAILEY RD.
0.131 A - ~ ~ 0.0 I WING ABOYE BY VAUGHAN ASSOCIATES IS NOT THE REFERENCED DRAWING IMS NC 27880 NOTE ~ s , I
1 . g o2g, ~ IN THE ARROWED BLO(~C BELOW. TOPO FROM FIELD SURVEI( ,
9 871 S w ~ ~ s 4 3 97 \ 2 ~ A~ ~ 5' DRAINAGE & 1. TOPO TAKEN FROM RELD SURVEI( 3. ALL CONSTRUCTION SHALL BE CONSTRUCTED PER GE & SURVEYED BY:
~ ^ 45 ~.095 UTILITY EASEMENT (TYP.) ARC LENGTH 337.97 i \ ~ ~ss BY BRENNAN LAND SURVE1fING PA. CURRE~(T CITY OF ROCKY MOUNT h~ANUAL OF SPECIFI :MENT (TYP.) '
RADIUS 976.00 ~ DRAWN BY; 2. I~ON CITY APPROVAL OF WATER AND CATIONS, STANDARDS AND DESIGN AVAILABLE IN THE
' ~ r ~ ~ BEARING S79'14'47"E .~o~X a°~ rV 00. P~e _ SEWER LAYOUT PLANS WILL BE DEPT. 4F ENGINEERING, AND TO NCDOT STANDARDS. DATE: ~
CHORD LENGTH 336.28 ~o' ~ , s~~~ c~ 0 PROSPEC ~ ~ TIVE FUTUR ~ U VE YIN G P. A. 4. ALL UTILRIES WILL BE UNDERGROUND. L A N D S R , SUBNI~TED TO DOMINION NC POWER FOR 12/20/01
E 90 R.O. N~ W. ~ ~ ~ 356 SF cHECKEO e~: ELECTRIC LAYOUT AND TO DATES~
. NON-ACCESS EASEMENT~ ~ o. 15 AC _ P~B 215 EAST MAIN STREET TELEPHONE [phone] ~~~PHONE INSTALLATION. IT IS 4 22 2002
SURVEY DATE: CLAYTON, NC 2752o FAx [phone]t6 UNDETERMINED WHETHER GAS WILL BE IN-
FOLLOWING LOTS SHALL NOT HAVE DRNEWAY rso~ ~ ~ p~8 ~ ~ o~ ~z/is/o~ CLUDED WOW OR LATER.
7 1 U R '0' ACCESS TO BIS OP RO : ~ 5 6 ~w x~o. H AD „
~ ,1 ~
No ~ 1'~ THIS AVES Y LOT + 19 .~i LE ONL 18 , ,
~p ~ R4//y,y 4' ~ ~ ~ ~ i
REQUIRING DRNEWAY ACCESS TO BISHOP ROAD cf ~ ~ x EXISTING ~ ~ ~ r I Ur~~ • 2
F.~. p~ ~ ~ ~sE ~ n 3~-A M~rook Hoad Landscape ,4rchttects ~
.rc1~ a?.!~.. MF~ ~ ~ °a~ ~ ~ _ / F+I A ~I~ AIr1T Q0~1 1~_ Plannfnn f'nnaiil#an4a A In
•~.....~ti• -,Y, .~r .Q.wA V
~ ~'OtZ ~ , INC, Tebptana Relegh Offloa 919-844-5556 41 P
$ ay PERI mel eddree~ PO BOX 20628 Fax 91~365-6883 <4 ~ OF RA& OIflCa 919-365-3300 VP ~
CONSOLTING ENGINEERS D ~ o7416 CHAPEL HILL ROAD, RALEIGH, NORTH CAROLINA 27607 ~ PERMITTED FOR CONSTRUCTION RAL.BQH NC 27619
, Q~ ~ . TELEPHONE: [phone], FAX: [phone] A" ~ File name: D:/Caddata/2002/Patio Homes Rky-Mt/PatioSvn_1/PatioSvn_1.DWG
p 10405E LIGON MILL ROAD, WAKE FOREST, NORTH CAROLINA 27587 Y R, Bti o
TELEPHONE: [phone], FAX: [phone] ENGINEER,S SEAL- lb ~ .
~ WATER AND SEWER ONLY

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~ n EASEMEI~' 3EMENR' lJ 9 C~ co :,::.r FOR ~ ~ 0 9
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a ~ 7416 CHAPEL HILL ROAD, RALEIGH, NORTH CAROLINA 27607 ; TELEPHONE: [phone] FAX: 919 85? -8968 ~ '
( ) , ( ) .•Q 0 9 G ~ I 10405E LIGON MILL ROAD WAKE FOREST NORTH CAROLINA 27587 ~6 .
I . . . ~ , ~ y TELEPHONE; 919 570-1360 FAX: [phone] - ~ryi B~' , ENGINEER S ~AL u, ~ ~ ~ ~ ~ ui ~n
CIL - BISHOP ROAD nmtun D WATER AND SEWER ONLY ~
~
0+00.00 0+50.00 1+00. 0 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+ 0. 0 5+50.00 6+00.00 6+50.00 7+00. 0 7+50.00 0+00.( 0+00.00 0+50.00 1+00.00 1+50.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00
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File nar~e~ D~/Caddata/2002/Patlo HoMes Rky-Mt/PatloRMt_2/PatloRMt_2.DWG
nrcTr.urn ('I - - - - - - - - - - - - - - - - - - - ~ ~ r ~ i n n i i i i i ~ n SCAI F SHEET N~~
~ DATE; APR(L 22, 2002 .
nRawN CLV VAUGHAN ASSOCIATES p HORIZONTAL; ~ WL ~'L L )IIA VIL LA GL
308-A E MMbrook Roed Landscape Architecta e~ a ~ PROFILE ROADWAY 1 " = 50' ,
CHECKED cLv R°"'o NC Planning Conaultants ~ SUBDIVISION CONSTRUCTION PLAT PROJ, # VERTICAL,
Tel~ Rak"M ' O(fim 919-844-5556 0' ~ P2 P2 DWG FILE #
< 41 md addrem PO BOX 20828 Fax [phone] ~ DATE ~ PatioRMt_2,DWG py ~ vP ROCKY 1 = 5 , pF;
REV,NO, DESCRIPTIONS DATE RALEIQH NC 27619 RQ& OIfiCw 919'3B5'3300 ~
REVISIONS

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~ ~7416 CHAPEL HILL ROAD, RALEIGH, NORTH CAROLINA 27607 F Q.~
I SILT FENCES SHALL BE CONSTRUCTED ~ '•.NGIN~.~• TELEPHONE: [phone], FAX: [phone] ~ , , •
AS DESIGNED WITH MATERIALS AND . . . Y ti1.~ , ~ • ~ I N MILL ROAD WAKE FOREST NORTH CAROLINA 27587 ~ R, B~ . ~ 10405E L GO , , ~ ~ip11f ~~ti~~o p'v ,
~ ' ' METHODS ONLY AS SHOWN IN THESE PLANS TELEPHONE: [phone], FAX: [phone] ENC~NEERS SEAL- ~'1 ~ ) ~ N
WATER AND SEWER ONLY , ,
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File nar~e~ D~/Caddata/2002/Patlo Horoes Rky-Mt/PatloRMt_3/PatloRMt_3,DWG
SCALE ~HEET N~,
DESIGNED CLV ~ I A 1 1/11 1 A\ 1 A f1 ~'1 /1 /11 A Tr r'1 ,c1~ ~CL ~ ~CL ~ ~ ~ ~ ~ ~ ~ ~ ~ n ~ ~ ~ ~ ~ ~ / I / ' ~ neT~, APRII 99. 9002
HORIZONTALl '
DRAWN CLV V UViI'11yIV HOOVk..IH I C0 308-A E. MWIbrook fioad Landscape Architects ~ ~ J . , I,
~ PROJ. # 1 - 50 i
CHECKED CLV Releigh NC Planning Gonsultants 'SUBDIVISION 1 b ~ CONSTRUCTIDN PLAT VERTICAL, ~ DWG FILE # I
Tebphona Releiph Offm 919-844-5566 • ~ • 919-365~883 q ~ mei addreeff PO BOX 20828 Fex~ P PatioRMt 3.DWG 11 = 5)
v?1 pF, ,
REV,N[1, DESCRIPTIONS DATE DATE RALEIGFI NC 1I619 R98. OlficW 919'985-3300 ~ REVISIDNS

v ~ ~
~ ~ . / . .
~ '~l, C~fiEPo.NE CUF~VE DATA~
~ ~ ~ ~ 1 ~ NUMBE I Lt. Ic Da Dc CD T' R' L' LC ' E'. M'
o~ ~ C32 1S4B'34" 1548'34" 09'S0'10" 09'50'54" N 2T23'4J" E 70.54 582.50 140.58 140.05 4.26 4.22 C33 5748'09' S746 D9 3548 38" 362512' S 8406 41 W 79.~7 180.00 147.38 142.21 18,61 16.67 I
z~ ' ~ ~ / ~
~ ~ \ ~ ~'IOP ROA~ SC i , , , h~a9e
~N ~ c~ TI N G v~+ easN-cs~ oFr. s~rr~ NUMB I Lt, k Da Dc CD T R L lC ' E 1~ ' Rd ~ C28 08'14'16" OB'14'16" OS52'14" 05'S2'23" 5 8502'S2" E 70.28 976.00 140.32 140.20 2.SJ 2.52
U O . ~ ~t1 a 18f5 CF A g~ 24 AC _ . S M H D ~ a oR vou cF C29 074724" 0747 24' 0552 14 05'S2~23 S 79'32'02 E 23.77 978.00 47.53 47.52 0.29 0.29 I C30 0749'55" 074955 05'S214" 0552~23' S 754323' E 24.12 976.00 48.24 48.2~ 0.30 O.JO ~
z m , TOTAL DP'~i (NC.f R. STOR .5 FT ' C31 03'58'51' 0558'S1" OS'S214' OS'52'23 S 771B'60' E 50,99 976.00 101.88 10L93 1.33 1,J3 ~
TOP RIM 109.60 ~ e~~+~•~ -~~r ~ , ~r ~ CI~NE DATA~ Ftd' ~ I
INV OUT-88.44 ~ ~ 10 ~ SITE ~o/ , ~ NUM I Lt b Da Dc C~ T' R' L' LC ' E N'
SSMH 'C' - ' INV OUT 88.32 Ct 8554'07" 8654'07" 190'S9'09" 15746'18" N 6T13'23" E 28.42 30.00 45.50 41.28 11.32 8.22 ~ I
TOP RIM-110.50' . C2 BG32'07 8532'D7" 190'S9~09' 15746'18" N 2G03'30' W 28.24 J0.00 45.31 41.12 11.20 8.16 C3 9658'58" 9558'S8" 229'10~59° 15746~18° ~S 2800'03' E 2825 25.00 42.32 37.44 12,72 8.43
I NV I N-101.17' , NOTE! NCDE~ C4 8513'15" 86'1315' 229'10'S9" 15746'iB' N 63'36'04" E 23.~0 25.00 37.62 34.17 9.2~ 6J5 ~ TE! NCDENR WETPOND IS ALLOWED ~5 01'43~5,~~ o,~,~~u~~ ~~z8~,3-~ o9~z8~52~~ N Z,~Z,~2,~~ E 9.,, 605.00 18.29 ,g.z9 0.0~ o.o~ ~
C6 01'S9'21" Dt'59~21~~ 1013'S3" 1U14'42~~ S 11'29~07° W 9J2 560.00 19.44 19.44 O.DB D.OB 301 y TO SERVE AS TEMPORARY SEDIMENT C7 0352~02° OS52~01~~ 09'28'13° 09'28~52~ N 24'09~21" E 20.42 605.00 40.83 4D.83 0.34 D.34 a N,C. ~
INV OUT-88.75' 0 ~ TO SERVE ~ C8 04'00'03~~ 04'OO~OJ" 1U13'S3~~ 10'14~42'~ N 24'28~48~~ E 79.56 580.00 39.10 39.09 0.34 O.J4 0 Wesleyan ~
~ SIN DURING ~ ~ ~IN DURING CONSTRUCTION. AFfER ~ ~TJS'38" 0.7'35'38" 09'28'13" D9'28'S2" N 2T53'12" E 18.98 805.00 37.95 37.94 0.30 0.J0 = C10 04'10'S9" 04'10~59" 10'13'SJ" iP14'42" N 28'34'19° E 20.45 560.00 40,89 40.88 O.J7 0.37 c~ College a
~ R DWAY IS F ~ ~DWAY IS FULLY STABILIZED, REMO C11 04'O5'J3" 04'05'33" 09'28'13" 09'28'52" N JI'43'47" E 21.62 605.00 43.21 43.21 0.39 0.39 (n ~ C72 04'12'13'~ 04'12'13~~ 10'13'S7" 10'14'42" N 374556" E 20.55 560.00 41.09 41.D8 0.38 0.38 Tyler pr Q
~ ~ ~ L SEDIMEN wROP ~ NOT~. N~D NR WETPOND IS ALLOWED _ SEDIMENT BEFORE BEGINNING C73 iT18'26" 1J18'26' 31'23~42" 31'49'O6" S 7756'32'~ E 21.29 182.50 42.39 42.29 1.24 L23 ~Q C14 45'47'12" 454Y12" 41'40'1Y' 4738'51" 5 80'36~53" W 58.06 1J7.5D 109.88 106.98 11J6 1D.BS
S TEMPORARY SEDIMENT WETPOND PL , , ~0 ~E YE :TPOND PLANTING AND OPERATION. ~,5 1655'25~~ ~~~~z5~~ 3,~2~~4~~~ „~,~~06~~ S~,b~o,~~ W~.,, ,82.~ so.~ 2.,2 2.,~ r^~ C16 1775'32" tY15'32" 31'23'42" 31'4B'O6" N 6640'38" E 19.60 182.50 39.05 38.97 1.05 1,04 "J I Ct7 0749'36" 0749'36" 31'23~42' 31'4B'O6" S 59'08~05" W 4.50 182.50 9.D0 9.00 0.08 0.06
B SSMH , ~IN ~1RIN CONSTRUCTION. AFTER C18 9P56'20" 90'56'20' 2852844 15746'18' S 1715'O6' W 20.33 20.00 31.74 28.52 8.52 5.97 Ci9 454939 46'49'39' 9529'35" 152'46'18' S OS54'17" E 25.98 60.00 49.04 41.68 5.38 4.94 VICINITY MAP
TOP RIM-110.54 ~ ~ 0 D W. A Y~ F U L L Y S T A B I L I Z E D R E M O. C20 251540' 29'1540' 952935 15746'18' S 34'OB'22 W 15.66 60.00 30.64 30.31 2.01 1.95 1VO~ I O ~7~.//`1~G ~
INV OUT-101.89' ' D E V E L O P E D R E S I D E N T I A L ~ A E[~ 1 b I E N T B E F O R E B E G I N N I N G Y C21 41'00'50" 41'00'S0" 95'29'35" 15746'18" S 69'16'3B" W 22.44 60.00 42,95 42.04 4.06 3.80 C22 4P52~36~~ 4V52~36" 95'29~35' 15746'18~~ N 69'46~/0~~ W 22.36 60.00 42.81 41.90 4.OJ 3.78
~ ~ ~ ~ P A N T I N G A N D O P E R O N. C23 38'3315' 38'3J'15' 85'2935 152'48'18' N 30'03'44 W 20.98 80.00 40.J7 J9.82 3.5E 3.J6 ` C24 09'34'16" 09'34'18" 95'29'35" 15746'18" N 0559'S9" W 5.02 80.00 10A2 10.01 0.21 0.21
~ RP PROPERTY ~S = C25 J8'S5'12" 38'S5'12" 95'29'35" 15746'18" N 1B'14'45" E 21.20 60.D0 40.76 J9.98 3.64 3.43 C26 2U29'S8" 20'29'S9" 95'29'35" 15T46'18' N 4T5Y21" E 1D.B5 80.00 21.47 21.35 D.97 0.98 r °..~,C.
TEMPORARY DNERSIONS ~ _ _ Q, ~
~ 0 TEMP RARY DIVERSION .~1x : y 8TORM 3Y3'iEM DATA: : ~ r~?Mti'h ~.s,'~'~'
~ n~~F~~~~~ ~ ~~v;-k' k+.~,.*'..~ `r?,:!;:^~<=:~ :.~i~4 ±;7 .r+ ~ ' O SURFACE ~A IOT/~1 UA IMPERYl0U5 TQfk WiD. C' WID. C TOTFL INfENSItt TOTAI Fl.OW: S11)RMUNE ':1!«} „K::;~ Ty.,.~ j'i _ ~ PRIMBER: TO CURB INLET. TO IHVERf: ARFA AC. INPEfMWS AC IMPERY 0.BS PEM/. 0.4 WfD. 'C' IN. HR. CU.Ff. SEC Dl~ IN. ..2„~ M1 , y~r'~:.ti r ,~,;,,,w~y;...,
> \ ~ ~ arraNn~~nva+r~ aaeN-ce~ oEr. 4 ~ ~ , \ x ~~as~- ac _ ~ , 97 ~y: j ~!'`.;ar:~"v."h•• . ~ DI-1 .53 AC. .53 AC. .281 .281 .504 .188 .69 8.5 2.J8 18' ~ ~ ~ 4r:=+' . , ~ DI-2 .539 1.069 362 .54J .483 .197 .BB 6.5 4.72 18'
SSMH ~ a ~ rarN. o~r?i ~oo~ sro~ -a~ ~r ~ .09 ~ .r'. ~v' 01-3 .53 .53 .JO .30 .5~8 .174 .71 6.5 2.46 i8' .Q~ 3 , ~ DI-4 .085 .A15 .09 .39 .802 .148 .)5 6.5 3.00 18
TOP RIM-114.04 . . ~ "~"-~~T ~ 3 ~ ~ , S SNH- i.6B4 .911 .526 .i7s .70 6.5 7.Ee ~t' 3 • 01-6 1.01 1.01 28 .26 .245 29) .54 6.5 J.54 18'
INV OUT-106.94 , s,740 SF 4, ~ ~ ~nY DI'7 .021 1.831 .1J6 .~0 .208 .J13 .S2 8.5 6.18 18 ~ q-e f~ U .JJi 2.162 ,229 .829 ,278 294 .58 &5 7.87 18
DENR ~ POCKET ~ . o ~ 4~ (r ~ q-9 .0.78 J.E9 1.56 .781 .YJ9 .E2 8.5 15.6e 24 . O'~ ,~S ~ ' q-10 5.89 1.56 .381 .239 .62 8.5 15.6A 24
W ~ E I P d-11 J.89 1.58 .J81 .239 .62 6.S 1 5. 8 ~ 2 4
~ E I ce~ s~rr ~ s~ o ~ 4~ 3 7 6 1 2 3. 8 9 1. 5 6 .J81 .239 .62 6.5 15.68 24' \ STORM BYSiH~1 DATA: ((~Ni~AJED)
NOTE! DO NOT CLEAR LOTS 19 -27 y~~-~~~,~ 3 0 ~ . 86 A ~ ~,R A~ n 70T M~ERf Ml: IM4RT OUf: TOTAL WfD. YlfD. TOTAL INIENSIIY iDTfl ROW. STORAIUNE 7 IHIMBER: CU.FT, SEC IF qFFER IAIPEfMWS AC 1~1PEIN 0.85 PERV. 0.4 WID. 'C' IN. HR. CU.i7. SEC DK p,
~ 3,9 UN11L ROADWAY STORM SYSTEM ~ _ ~ 8~' UI-1 2.39 125.5 .281 .50~ .188 .69 8 2.9J 18 6 4 DI-2 4.72 125.0 142.90 .543 .483 .197 .88 B 5.82 18
.og . . ~ sa ~x ~e ~ DI-3 Y.48 122.00 .JO .538 .174 .77 B J.Ot IB ~ DI-i J.00 121JS 121J5 .J9 .BU2 .148 75 B J.89 ~g'
- ' 3 FUNCTIONING AND SILT PROTECTION o y , D1111 ~ y .094 StNH- 7.66 120.95 120.95 .933 .526 .178 .70 8 9.4J 18 S ry ~ DI-6 ~.54 721J4 .26 .245 ~.297 .54 8 4.3E 18
DEVICES IN PLACE TO PROTECT , ~ 4.0 1 N DI-0 e.~e 1.AS7 .138 AO .40t .31~ .32 8 7.62 tE 1Q a-8 7.87 2162 .429 .E29 .276 .2&1 .5! B 9.BB 18 .SS~ DI-9 15.fi8 3.89 120.35 1.56 .J81 .139 .64 B 19.29 p4• .
_ ~j . AC e C I 0 n STORM SYSTEM D~ .~Y ~h~~~;,~. ~ o~ ~ DI-1D 15.fi8 ~.E9 1.56 .381 .2J9 .62 8 19.29 2{' ~ 4„ DI-ii 15.68 J.89 1.38 .J81 .139 .62 8 19.29 q4•
OC o , ~ ~ 4 . ~ 'r~ 1 oO DI-12 15.68 3.89 1S8 .JB1 .239 .82 8 79.29 24 r
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x Wa DEVELOPED RESIDENTIAL 55 ,
EIP ~ • 8 sfrrra 9 0.095
PROP RTY 6,10 ° h ~ I
T 1 ~ ~ `'p,~ 43 A • 0.169 C • J ~I
6 ~ , . , ~ 3 99 4 9 I 4 "S
~ s ~ o ~ 0.09 ~ ~ 6,3 6 F EROSION CONTROL NOTE!
~ , ~ ~ ~p Q ,889 0. 47 C ~rns ~ ro ee a.e,ar~ r~ eu~~t~o Foo~rrr,
GJ ~ • \ ~j '~j .089 DF~VEWAY, MD BMALL YARD AAEA8 TO SAVE A3 MAN1' 8HADE TRff8 AS P083~E
~ 5 , • Rc ~ C33 1 ~ DUE Tn TFE 91~IALL AREA oF CIPAFNQ A~D DiEtTION aF
EIR ~ ,o ' 6'1 ' BUf~ACE FLOW~ OF~-91iE BLTI~K) IS NOT A PROBL~I ~
.1 9 '0 ~ ~ ~ ~ N ~ g 4 158 ar ~ors ~ n~u so. w~vea a Pora~ru~ r~ or~sr~ s~nrc~ s~ou~ w~ m oeva.oP our~o
~ o g5 ~ .095 C co~er~x."raK s~r ~ sHaLL e~ Nara~
~ 3 3,88 ~ ~ BPECUIL BEOUB~CE) o, s , 0 ~T ~ 0.08 ~ 22 1/2' BENDS ~'W e. 06 6, BUF+~IT TO PROlECT ~FF-8rtE PROP6i1Y.
~ 0~ ° S 900 PVC WATER MAI 4 ~
, 3,888 4 ~ J 91 ~ .08 ' 4 ~ .095
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NB'TAL1. SLT ~ , ~ ~ 1 ~ , ~ 6,060 S 2 S ~ .6~ ~
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~ .102 i ~ ~ 4,1 S , , , ~ .1 .0 6 A o° ~D~ 9 ~
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~ 4 > c S 2 0' .085 A ~ 6 ~ , ~ , .6 - I
9,67 SF ~ 0 02 S 's ~
0. 4 0.1 C' o' 095 C I \ 095 C , , , , . ~ ~I
zz i/z• 6 n~ ~i , 's 0 50 100 150 2pp 250 i
. 4 S ~ ~ ~ ' . ~
~ 0 3 A o ~ ~1' 4"ss r~ ` ~ 5 ~ ~ ~ C4NSTRUCTION PLA 7
~ , ~ . ~-g ' z2 ~ ~ ^ . 4 1 8 OWNER
~ a~o o~ 5 1 .09 C $ BELMONT FARMS PARTNERS 9 C
3 ~ ~ 097 6 ~ P ~ , ~
~ ~ , - 0 ~ 6 15 9 0 .
, , i 4 ~ ° ~ .0 AC .22 A ~28, PROGRESSIVE DEVELOPMENT PARTNERSHIP AC LOT 1
~ 18 77 4,1 S ~ ~L , 0 SF ~ 4,947 s~ ~ ~ BELMONT VILLAGE SQUARE
~ 1 ~ ~ 4 q~ ~ 0.431 ^ ~ A o or OF WILSON NASH L.L.C. B~M 28 PG 116 '
~ 6 5 . ~ 3 ~ . ~ . S , ST. WHITAKERS TOWNSHIP, NASH COUNTY
ERP ~ 379 S _ v~ eS' 8,9 F ,095 4 , NORTH CAROLINA
C2g r 0.1 6 C ~ L .206 A ~ , .094 1
> I ~ ~ ~ OWNER ADDRESS~
9 lg ~ ~ . ~ O' 1 p ~ 10 2 SF ~ NOTEI % DANNY PEELE OR MICHAEL HOCUTT
~ ~ \ .246 AC 2 g PROPERT( BOUNDAF~ES AND ROADWAY EXISIING CONTOUR ELEYATIONS TAKEN FROM PROGRESSIVE DEVELOPMENT PAR7NERSHIP
- ~ 7 0 ~ ~S RVEY BY BRENNAN LAND SUF~VEVING, P.A. DATED 12-20-01 WI~CH IS REFERENCED BELOW~ OF WlLSON NASH. L.L.C.
/ s 40 c~ac ~a~cs) cs~ sErr~ ~ 0. 31 A ~ ~ 8541 BAILEY RD. NOTE. THE DRAWING ABOVE BY VAUGHAN ASSOCIATES IS NOT THE REFERENCED DRAWING
~e~ / • ~ ~ .0 b' RCPx2/' 2•9~ SIMS, NC 27880 IN THE ARROWED BLOCK BELOW. TOPO FROM RELD SURVEY ~
DA•~~ W 9,87 S , °j o-(.s5 qc,) x c(.~ x ~(7a2 W?~0 2. S 49 3 ~ 5' DRAI NA~
ARC LENGTH 337.97 ~ ~ ~ ~ ~ A~ ,~r~wu.c~,rac~e•~wro-uoxea~ s .095 UTILITY FASE 5' DRAINAGE & SURVEYED BY: 1. TOPO TAKEN FROM FIELD SURVEY 3. ALL CONSTRUCTION SHALL BE CONSTRUCTED PE
RADIUS 976.00 ~ O UTILITY FASEMENT (TYP,) ~SS BY BRENNAN LAND SURYEIING, PA CURRENT CITY OF ROCKY MOUNT MANUAL OF SPECI I °w,w" BY: 2 UPON CITY APPROVAL OF WA CATIONS, STANDARDS AND DESIGN AVAILABLE IN TH
~ BEARING S79'14'47"E ' ' , r ~ CHORD LENGTH 336.28 x ~ ~q( P~B TER AND
~ Ap~q~, ~ ~ PROSPEC ~ 0 TIVE F ~ pA~: - - - SEWER LAYOUT, PLANS WILL BE DEPT. OF EN(~NEERING, AND TO NCDOT STANDAR .
UTURE r 90 R.O.W. ~ ~ uNC~ ~ q~ LAND SURVEYING P. A. 4.,~ ~ z/zo/oi ~ SUBMITTED TO DOMINION NC POWER FOR U11L~lES WILL BE UNDERGROUND.
+ ~ ~A . ND - ~ ~ 356 SF N ACCESS EASEMENT• CHECKED ~r: ELECTRIC LAYOUT AND TO ~ Easr MAnv sn~r ~oivE s~s--~-~oo DATES~
~~N~,~ 0. 15 AC PJB FOR TELEPHOWE MVSTALLATION. IT IS
FOLLOWING LOTS SHALL NOT : ~r~= " HAVE DRNEWAY rs ~ . ~fIAVG ~ 0 p~ .~r,r 8' PYC su~ a~~: CLAYTON, NC 27520 FAX [phone] 2002 UNDECIDED WHETHER NATURAL GAS WILL
a~s aNO ~r-oFW ev ~ ACCESS TO BISHOP ROAD~ ~ 5 6~~ R e ,a, ~2/~a/o~ BE INCLUDED NOW OR LATER, I
a~as or~~ cr~.) iw '~a,~ x,, > °s, ~n• PROIFCT F~MAINING W AREA3 rn
~ ~c THIS LEAVES ONLY LOT 18 + ~ 1 19 , ~ ~o~ o ~ ~
REQUIRING DRIVEWAY ACC ~~N 4• s,~s u~r tMrr _
ESS TO BISHOP ROAD q EXISTING ~F ~x ~ ~ u~ 8~r ~ TOTAL DISTURBED AREA ~ ~ ~ ~
ri~,~ ~ 2 F.HYD. . 5.4 AC.
~ \ F'~e~ ~ ~ 308-A Ma~ook Road Landsca e Architecte ~
r~. ~'w~, ~ ~~cr~ ~ Releioh NC PIAw,rh.~ r~„n~~i+A„4n ~ :
6" z 20' WDTH x 50' LNG1N "4*0~ ~ o . ~ L r~r,or,~ omoa s~s-e4a-~s ~
WASHED (RAVEL ~ 844 qN ~
Y ~ DONSTRUCTM ACCE33 PAD 0 BARRICADE TO EXrT UNTL . PLANS NOT me~ adctee~ Po eox ~oeze Faz: s~3s5-eees ~ wu .ea~ Nc ~s ~e. oreoa s9-~-Moo ~ ~P
%,n- ~ PERMITTED FOR CONSTRUCTION awo
At~ 0 ~ ~ File name: D:/Caddata/2002/Patio Homes Rky-Mt/PatioSvn_1/PatioSvn_1.DWG
~ \ ~ .
I

i
~ ~ ~ / : . ~ . ~ ~ ~
9 /
: o ~ 19 ' / - f~
~ ~ / ~ ~ /
~ 9
6' CHAIN LJNK FENCE
~ . ~ ~ B fqPRAP ~ S~n~a e 9
/ ON 1 • SLOPE AREA ~ , . 0 Rd. .
W MARS~i CIYPJ . : . p o V ` _ , '
~ 1~ a
'.lo \ ~M a ~ y WETPOND SHALL BE IaIAINTAINED BY ~d• o~ . SITE ~ /
~ y \ y , % . ~ ~ W W ~o~ u~ ~ ~~w ~oi oF ,
\ ~Y W W LOT3 HAVE BEEW SOLD AT WFpCH TiME `~I ~ ~ PROJECT Fi0ME0WI~R'S ASSOCIATION
\ W W SHALL TAKE OVER AND BEAR RE~MY ~
~Y i ~Y / ~ i y y y . REPA 301 ~ FOR AI.L RJR'Ti-IER i~AIN'i'ENAWCE, I~S, e
W W ry . 1. . GRA OPE 6' CHAIN LINIC ~ REPLAMiNGS ETC PER RECORDED WETLAI~ a N.C. ~
\ W W \W W 1 ~ ~ry~~ W ~Y ~Y ~Y W ~ Wesleyan ~ ~ 2 OPERATION AND MARVI'ENANCE AQREEN~WT. ~ College D
\ D , , W i ~Y ~Y ~Y ~Y W m ro Tyler p~ p
y ~Y y y y : y i i ~ ~ \ / ' ~
~Y y i y i ~Y y y . ~ ~Y ~Y ~Y W J' W ~Y V' W W y [r o ~ ~
J W `Y W ~Y ~Y W V W W ~f,~~.::'.. W W W ~y ' ~ ~Y~LI ~ ~ DGIRifI ~
~ ~ W y W W y W W ~Y W y , \
\ ~Y ~ ~Y ~Y ~Y ~Y W ~Y ~Y W \ ~ , . _ ~~•.l ' y ~Y ~Y ~Y ~Y ~Y ~Y , VICINITY MAP - NOT TO SCALE
y y W W W ~Y W ; „ \ ~ 0
W ~Y ~Y ~Y ~Y W W d' ~ \ _
~ W d' W W`~ W ~Y '~W W W W W ~ W W W 'Y W W W W W W ~ • , ~ a. ~ 0 9 I 9
~Y ~Y ~Y W W ;:.1.'.~ W W ':I"' ; . /
W W ~Y ' ~Y ~Y ~ ~Y . ~ , \ \ ' ' ~Y y ~Y W ~Y ~Y ~Y :.t . ~ . . ' . . ~
\ d' ~ y ~ i y y y~, y ~ ~
~Y ~V ~Y ~Y W W ~Y ~Y ~Y ' ~ . , . . . . ~ . . , • .
W W W y' W ..~x...:~ W . . . ' . . . ' . . , . ~V ~Y W ~V . ' ~ ~
. ' ~Y ~Y / . . . . . . / : . - ~ / ~ P ~ STORM SYSTEM DATA~
Y Y Y ' / . . . . . . , . . . ' ' . . ' . y ' . . ) . . ' . . . . . ~ , . ~ -
. ~ . ` . . ~ . . . ' • ' . . TRUCTURE SURFACE D.A. TOTAL D.A. IMPERVIOUS TOTAL WTD, "C" WTD. "C° TOTAL INTENSITY TOTAL FLOW: ST~RMLINE
/ . ,1 ~ . . . . . ~ . . ~ , NUMBER: LEf: TO INVERT: AREA AC. IMPERVIOUS AC IMPERV ~.95 PERV. ~.4 WiD. "C" (IN./HR. CU.Ff. SEC DIA. (IN. , I ~ TO CURB IN ( ) ( ) (
~ . ~ IN LINK GA . . . . . , . : ~ o . . • ~ DI-1 .53 AC. .53 AC. .281 .281 .504 .188 .69 6.5 2.38 18" ~ ~ . ~ ' , . ~ . DI-2 .539 1,069 .262 .543 .483 .197 .66 6.5 4.72 18"
0 . ~ . ~2/. . . . : ` ' ~ . . . . • , DI-3 .53 .53 .30 .30 .538 .174 .71 6.5 2.46 18"
~ - . ~ . ~ DI-4 .085 .615 .09 .39 .602 .146 .75 6.5 3.00 18" ? . .
~ . , , ~ ~ ~ . \ ~ • ~ ' ' - t .684 .933 .526 ,178 JO 6.5 7.66 18" . STMH 4 DI-6 1.01 1,01 .26 .26 .245 .297 .54 6.5 3.54 18"
1 ON t~ 1 SLOPE A ~ ~ . ~ ~ . • . . ~ DI-7 .821 1,831 .138 .40 .208 .313 .52 6.5 6.18 18" / . .
~ ^ . ~ . ~ ' . ~ ~ DI-8 .331 2.162 .229 .629 .276 .284 .56 6.5 7.87 18"
~ o~ ¦ ' DI-9 .038 3.89 1.56 .381 .239 .62 6.5 15.68 24" ~ . ~ ~ . . ~ Dt-10 3.89 1.56 .381 ,239 .62 6.5 15.68 24"
~ ¦ ~ ~ ~ , . ' DI-11 3.89 1,56 .381 ,239 .62 6.5 15.68 24"
o ~ ~ • DI-12 3.89 1.56 .38t ,239 .62 6.5 15.68 24" • ~ . ~
~ ~1 1 \ o ~ ` ~ ~ ~ STORM SYSTEM DATA~ (CONIINUED)
1 ~ ~ ~ / ~
~ ~ ~ ~ TRUCTURE TOTAL FLOW: INVERT IN: INVERT OUT: TOTAL WTD. "C" WfD. "C TOTAL INTENSITY TOTAL FLOW: STORMLINE \ ~ NUMBER: CU,Ff. SEC IF DIfFERENT IMPERVIOUS AC IMPERV ~.95 PERV. ~.4 WTD. "C" IN. HR. CU,FT. SEC 61A. IN,
12~ \ ~ ' Tf ~ DI-1 2.38 125.5 .281 .504 .188 .69 8 2.93 18"
~ ~ ~ ~ . ~ , / ~ DI-2 4.72 125.0 122.90 .543 .483 .197 .68 8 5.82 18"
DI-3 2.46 122.00 .30 .538 .174 .71 8 3.01 18" DI-4 3.00 121 J5 121 J5 .39 .602 .146 .75 8 3.69 18"
ST~1H- 7.66 120.95 120.95 .933 .526 .178 .70 8 9.43 18"
DI-6 3.54 121.74 .26 .245 .297 .54 8 4.36 18"
~ . . ~ DI-7 6.18 1.831 .138 .40 .208 .313 .52 8 7.62 18" DI-8 7.87 2.162 .229 .629 .276 .284 .56 8 9.68 18"
DI-9 15.68 3.89 120.35 1.56 .381 .239 .62 8 19.29 24"
. . ~ DI-10 15.68 3.89 1.56 .381 .239 .62 S 19.29 24"
- . - ~ DI-11 15.68 3.89 1,56 .381 .239 .62 8 19,29 24" , DI-12 15.68 3.89 1.56 .381 .239 .62 8 19,29 24"
11 1
. - . . - n t~
~ ~ ~ ~ ~ ~
. ~ . .
~ _ .
I
~ ~ I
- ~ I i
, I
~ • • ~ ' NCDENR POCKET WETLAND DESIGN• ~
I
- , . ND SURFACE AREA~
REQUIRED PO , o ¦ ¦ ,
~ DRAINAGE IMPERVIOUS IMPERVIOUS FROM NCDENR x~OTAL MIN.SURFACE = MIN.SURFACE
AREA: AREA: PERCENTAGE: TABLE 2.3: DRAINAGE AREA: AREA: AC.) AREA: (SQ.Ff.)
(AC.) (wetpond) (wetpond)
3.89 1.56 40.5 .0075 3.89 .029 1263
~ r
~
.o _ 1' STORM EVENT, RE~QUIRED STORAGE VOLUME~
NOTES!
~ . V EVELOPMENT PARTNERSHIP PROGRESSI E D 1 STORM EVENT (NCDENR BMP MANUAL, PAGE 6 AND 7)
~v (~uN-o~ coE~.) = 0.05 +(o.oos x ao.5), -.a~a~ iNliN OF WILSON NASH L.L.C.
VOLUME - DESIGN RAINFALL) x(Rv) x(TOTAL DRAINAGE AREA)
~ REQUIRED TEMP, STORAGE ( SH COUNTY ST. WHITAKERS TOWNSHIP, NA
, NORTH CAROLINA
~ ' RE4UIRED TEMPORARY STORAGE VOLUME~ OWNER ADDRESS~
DRAINAGE x Rv, x DESIGN =TOT. TEMP STOR. =TOT. TEMP STOR. , / DANNY PEELE OR MICHAEL HOCUTT
AREA: (INCH/INCH) RAINFALL: IN x FEET/INCH VOLUME: AC.FT. VOLUME: CU,FT. PROQRESSIVE DEVELOPMENT PARTNERSHIP
~ ~ (AG) OF WILSON NASH L.L.C.
3.89 .4145 1 .08333 0.134 5853 8541 BAILEY RD.
~ ~ . . . SIMS, NC 27880
o
Ta~le 2.2 Wedand Plants
shoreline atabil~atian
5ric~!}1Er Nomc eanmercw tnw~aa~on wt~aut~ vdae t~a~ Carez app, Emergent yes up to 3 in. High, Watedoa~l and Me~y mda~d and several
Ca~an Na~e Fam Avallob~ii Totereme Std es sOri bfids. t! , and ~CS. ~etra~dro n~r~inra ~en~ y~~ up ro i n. Ni~n, s~i~s ~ Fu~~ ~o ~~a~ ~1r Scirpus vatidus Emergent yes up to 1 ft. Mnderats, Good cover Fal1 aun. Aggr~ssive wecdy ~A~M 1112' QALY, PIPE ELBOW
Arraw arum eateh b wood diicks POOL
5a ua~~ t~n A~ en~ yea np to 1 fl. Modtrate. Tubers and A$QIIL'7SiVE [OIOI11ZE7 Suft•stem Buirush and food. aliem4 such as P. oSiatum 8@ ~ rura~,r~ea~ p,uk ~+o s~a~ ~aun a~o~s Polygonnum spp. Enxrgent yes up to 1 Q. High. Wate~fowl, Fsst cnlanizer. Tolerant oi 118
Andropagan vtrginicus Perimeta yes up ao 3 in. High, Son6birds uid Toletsm of fluctua~inE wuer S~W~ bOtt~titd4. SCEdS uId f1UChisttng w8tet levels. 8raom~ssd~e brow~rs. win~u food levels & parciei shede ~ cover, n = ~ DATES~ , PLANS NOT 4 22 2~p2
attd cover . T lCi2~tS WEl Ot 11J2' GALV. PIPE NSTRUCTION
Rndr on lomerarw Emergent yes up to I R. kequ'vn fuf! sun Juneus ej}'esus ~tliCtgCilt yC5 Up to 1 ft. MOdCf~ts 0 dry 9ust~ar&.m~ae Soft Rush + wnditions. PERMITTED FOR CO
Typha app. Et~etgent yes up to t ft. Low, Except as cover Aggmsivs, May e6minate Nuphar futeum ~mergent yG5 up ro 3 fl, Modc~tt for food but Pasi coloniur.'folerant af Q+ r~+ 8( o~nzr species. vo~w,u L. s ~~k hi for cover. ~luctuat'sn water levels. o~ eo~ m ~
H' ilutant ueumen
io h~~c,n DW eraum 5ubumr ent es yes Lew kod valua Oood Frcc floering Snv. Sh~e Panicum vergatum Farimetsr yss up to 3 m. i High. Sceds, sover for Tvisraus wst and dty ct~ c ~ g ~ y ~n~ t~ebi~ ena a~e~er tor w~erane, xa~;d growih. Switchgrass ~ wazedawl end condiUOns.
~ish smd iavortebrat~s son birds. g~irpw pw~Btns ~r~xrgau yes up to 6 ia, High. Secds, covsr. Fast ~fonuer. Can rotere[e A~rus calamus PCtimetCr yes ap to 3 in. lAw. Toleretrt of dry peff9dS. Not c~w 48' CMP RISER ~Y ~
eommai Three~5quero w~ueriowt, sougbirds ~sricda oEdryaesa. Full 5woet F'lag a rapid coloniur. Talerates ~F ,
wn. Hi tnttal rcranvil. s, Submec eaU yes yea High, Foud For Hig6 metai nmord aCld'IC COnditlon5 fl6 S~ ng , 308-A ~1~r'ook Roed Landscape architects a
~~a pA s wuatnwt, end csh CIDlIf4 CCMCdtt45t3 Submer eat es yes law. Good wa[er oxygenatar. puckwYCd fimer : B Y 2~'~' ~ R' NC Plannin Gonsultants ~ ~ ~ g ~
Saurur~r urnuua Emcrgm~ yes up to i ft. Luw, exupt for wa~ci Rapid growth. ~hads Waterweed Hig~ nunient, Cdpt~"[, n~ , ~ ,
uxma's'fail eucks iatzranE. manganese az?d chromivm Telephona Relelgh 01}ic& 919-844-5556 LU P
N+bucus masr6euro4 Emergent yes vp l0 3 in. I.ow. Nectar. Fuli sun. Can rokrue ttrneyal. co d Marsh Hibiscu5 nodic C ONCRETE BALLAST AND FOOTiNO OF rtall ad~eeff PO BOX 20828 Fex 919-365-6863 L 4p
Ponredrrin cerdata emr nt yes np W t ft. Moderels. Ducks, PuU sun to penia{ sh~1a Vatrsnerra americana SuMnergeni yes yes High: Food for Tole~ant of murky water end m ~ Nr~u tos bune~ties Wild Cete waterfowl, Habitat for hi$h euttioM loads. DISPLACEMENT - 6723 CUFf RALEIQFI NC 27618 Ree. Omce- 919-365-3300
}'ie&erelweed ~ 67, Powmapetnn prcdnarwr Subimtgent yes pes Exurmely hiqh. ltemoves heary mctals. $S}13f]d '1tivCttCbTBtts, 6723 x 1.$X 6~i~cxGZ~ 00 MOA =5,0047A File name: D:/Gaddata/2002/Patio Homes Rky-Mt/PatioSvn_5/PatioSvn_5.DWG
vond weod wa"'f°'"l, "'anh ""d Zfzarrio aguaeica Emstgent yes up to I fl High. Faoot[ fOr blyds. Frtfers full aun. ehurebirds. G 1... 5
Ittrslu orymider EmerBCnt ea up ro 3 in High. Pood end cover. Aull sun xlthough wleranl of Wi1d RtCC e Y i -Mt-i9 W~ ~hsde. prorides somc Table from: Desi n f to wat W ti Midefinegi vcnt 'v r weti Lo1~Gt~~~~. (NO SCALE)
Schucler A c ~ I~ A 6Na0 >e 6 1 - o 11 t7
~

VARIABLE ISEC N~TE o) 6' D6If ~T~i ACfBU t/t U er,~aaw s j~p. ~xm~ncre~reau~urouemn~uawinur.
VARIABI.E f - 1/4 ~ - i/4 ~ ~ t-!/# w~,i, u oi ~sn~is~~~'-a s~m ovron~u+~~ae~rw. tt+ naovlttn uiix n¢ri t'~z' w axrtic staea swu.
t~ + e" + 8" NLN. 4 + 8" lSQ1 y S~9' Y U @' ,upm ~ E~ c[~nmt a~cmqKt[ wu~t tl! 4' SRIB CR1CF[iC BLUCKt IdY EE UfED IN LlCl1
z~°' s' 'ca^ bm+. . SE" 60t1. 6" . 8.~ D~f7. n H~ s a~cusmcca mxac~c rirt IS ser w a~ sue y ~--d' NIR ~ ear, aan ro eas[ rtl amv~a armstart i i B ~ . 'na~a[u ar cora[ic
ALL CURB & GUTTER $TREETS RADII $HALL BE A MIN, Of ;j~{' vdt C'-7 M NEItNi qA LFSS~ US[ 8' vNl OKR MALL M0 9~' YKL FOA iNE AIMti1114G i'~ R1P 07
(25') fEET EXCEPT LflCAI- i PLAIN 06 A8QiF0AC8D ~ r:`:i? i ~CTION X~X auaxrrta m a,waisrca acccanra~r.
IOCAL & CUL-DE-SAC- L~CAI. RADII MAY HE (20') FEET. COl4CR8TE Z000 P8I 1@( ~ II- ,1~=1 ~ PLAH X 4 sew•swuau LiG81'LY ~p,~~~.- a+~eem.~ro,~s CAMPACfBD I'-~
CONCRBTE lFAD1E RBTE lFAD1S CONCBET6 ASCH SHAP~D S(tBGRADI 6~ 8~ ~ 6'
R I R MIN. 6' OR SMOULDER A - yp 8, ~ ~ 6' M1N. 8' I~Ut
w1DTH cWHICHEVER IS GREATER) PLAN 11Lt1~LY ~ 8' Ntl~ g .~E+~j B' MIN. C0~lP~CfSD H~ A B @' fiIIN. ~ac~ua ~ ~
6' HIN,~ Hl ~ MiK . . - ;...,.i••'r': ~ NCN. ~
RAMP - - ;;.~a"a EDGE ~F PAVEMENT .1R" 1IIH. COt~6CiE~ L8" 19it. . ~-4' HltG ~ CN~NUlAR d~ M~' 8EC110NYY
6 wr~r, a" ~r. eio ~,~ranon
25' MtN. • • '..e6 . ~ a ~ . ' - .:::i, ~ ~ a • NOTES~ ~ y,~R :i:i;. ' - B. NNfiAE#7V76'RPEIBOMA tfr'!; `4 /F'~,'.~., , 1RN6 GlAHUGit F[U. ~T~~ SI~E~EVATION
~ OO THE STANDARD RESIDENTIAI. DRIVEVAY GUTTER 6~ ~~s ]IARSRfBL 2° MQI. iH E $EGTIIX'7tkM "'~p.!$~ 6~ :!'r:Y~S~. L E
EXISTING STRIP PAVED STREfT pPENiNG IS 12 fEET «2' MIN., 2~' MAx~ THE STANDARD SMALI C~MMERCIAL (iV0- PR~FILE zro 6 6~~FOU D,a~9N iAF'6D 3UBGkAD6'1(17'H - - . ;vy`M1 J J RIKUGR POUNDlII9N CWBdCfID GRANU1dR . . ~ M~ M
VAY> DRIVEWAY pPENING IS 24 FEEi aw ~ (24' MIN., 36' MAXJ ~ 3' R uRttR ~ e OOTSIDE DIi4£I'6H ~ ~ CRAtNUR i6UM~dTION lfdTERl6L OR D&iSELY ' C A CtlAlPdC1~ HACIG+IIL " • ~ ~ ~
~ WFIERE DESiGN FL~W DtIES ND7 OVER7dP ( 8=&tCHFOt conee aBOeB Tol TSIDEDIiIk£T6H -+N'59~`»~- F ~ A CHF(It COVE@ A809B TOP OF 4RB D d~min.j wewvn~+rxraae B
NEW RESIDENT[AL STREET OR RESIDENT[AL GUTiER, SIOPE ~P RAMP MAY BE F'LATTER I• n=~ btnlt%rert COLLECTDR STREE7 WITH CURB & GUTTER AND W1iN APPROVAL OF THE ENGINEER. HEIGNT 6 a. nsr~s or eBUnmc eu2eta ~k rithMB'FHR GRAi@ULdE Pot1NDAlYafl auseowauaearrow PSH OP Bffi1U141G lLLTRtl1L 27" 4 SYd178E 3"
EX[STiNG STATE ROAD WITH SHOUI.DER SECfI~N SHAIL NOT BE DROPPED BY MORE THAN 0.1'. p asLOx res AB PIPS 90.. ~ 4.~ ^ 61 OT SRAt~5R6RS6 Sf~L IR 7'BE ~
Q WHERE RAMP TYPE DRlVE1JAY INfERSECTS A 2'6' c~Rp~pl,eTpF~~sE S1DEuALK THE SIDEWALK SHALL BE 5' THICK PBRC~v'7'~cE OF ASBA OF C 0.D4H OR AR(8 E;~'RSSSED AS A °F'~' MASONRY GATCH BASlN 12" THRQUGN 54" - SHEET 10F 2 ( }
TYPiCAL STREET ~ONNECTfON TO STR1P PAVED STREET FOR RES[~ENTIAL AND 6' FOR COMMERCTAL. SECTION A-A ~T ~°R REVt [ NS ~ 1v1VU1VT f~ ~ .NO.
R VIS S S. B~ CITY OF ROCKY MOUNT - 2.7 RESfDENTlAL OR SMALL COMMERICAL RAMP TYPE DRIVEWAY BEDDiNG DETAILS ~OR REII~F~ORCED CONCRETE 1'IP~ CIT OF R4CKY 6.~
DEP'f. OF ENGINEERIN A a~vi oNS PROVED 7D. 0. REVISION5 REVISION5 a ~ DEP~`, aF ENGINEE~(NG CITY OF ROCKY MOUNT - i,~ o4-2a-oa
G - CITY OF ROCKY MOUNT 2.1s 04-11-00 DEPT. OF ENGINEER[NG DASE fs?
DEPT. OF ENGINEERING oA~ REVISfON 04-11-00 04-I l-~0
s..l
~ ~ ~ E SEE A}UVN86
SO' OR 6Q~ l. ISLANUS SHALL BE IOCATED DY FRO~ EDGE OF PAVElENT ~ ~ OR FpCE OF CURB OF INiERSECttNG STREET. ~ 0 n~ • • C 1° Q1O a aaru r~s~ ~ w' ~ ~ ~ „r flr
R/ AS APPLICABLE 2 ADJACENT LqNE VIDiHS SH41.L BE t8' MINiM1M. 3. SIGNS ON ISLANDS hA1ST BE LOCATED 25' OR GREATER iROM ~+n. oa omu 3'
EDGE p!' PAVEMEM OR FACE OF CURB UF INTERSECTINf STREET, 4. INTERSECrIIN! RAUU MUST ~ AT LiAST 21' 5. AlL VEGETRT(pN YITHIN 2Y OF THE IHTERSECTIIIG STREET I q, w.u,, ~
R=25' MIN. TYPICA~ sw~u, cor~n vlrN aaES Fart veceranm+ m c~na SiGHT DISTANCE TR1ANGlES, ft~ ~OUAGE BETVEEN 2' AND t~ ,~'w ` R ~ S R S cus,wo-wr~awmacara~er~a+ansr~wava~s t~.~, s ' s ~ ~ LL~ gg ~
I I 10' ABOVE THE PAVENENT.1 0 t.'~~0 6. 1SlAHDS SHALL BE AT LEAST 4' WIDE ANp MEET ALL CRN 0 p~~0 rr vt ~ ~ 05 E7Q'NBWNAMt -0 nweind OP nwanM ~ h a~ UAEQ/RATOPAOEB7%NAUM7FR
I I STANDARDS REGARDING CtAiB AND GUttER. S[GN 7. ~art SPECIF[C CONSTRUCTI~N DETAILS PLEASf REFER TO ~~rP - ~~cocanra~u~rt
TFE CITY'S POLICY pN ]OENTffICATRIN S[GNS, . s~ . av~,wwr J~0' ta SECTI~I A•A
PLAN OF TOP 9LA9 3ECT10N S~S ELEVATIOM ae~era%wmaa nonxn~~~ti~a+rcrov~s
' 25' MIN, ~ m I ry 3 tSOMETR~C VlEW A+a ~ roma a x a an~ Mq 11W ikRno OYIiIEf M NMUAl1GNIREAlN72 ALM1110.
I I z 8 ~ ~ w~ tlVN~NJWNi ~7'
SO TAP£R e ao X e (REQUIRED FOR W I.ESS THAN 26') 26 TYP' m 0.0 r Ts rs es^ ~ p Rl~L MlMYV' 9' t6lON ~ p , ~ wrt sm Hemi r a~ a 1 _ r d ~wR, ^ nes~aurrertur~
SIGHT TRIANGLE lp' m 4' M[N. r av d~ tr I +'~i ; s i T , ~anrrs~ow watt e`a' ~ ~ sm weu aeat6v ~
~ z ~ Imnxx 88E81kIDMDu r ~e ELEJATWN r r / SECTIUNRdt ~u rt~awa~s
~ I R= 25' aw~.E YELL~V PM 6° ~ r wz e.r u ~ a.e r u
~ - _ _ ~ i aa nr r EXISTING SECONDARY ROAD °"`"'Q r r ~u 1°`°1° a~ornavaox,worvPe tavtx meox ewcx ~u nno ucwcrwu X + pur ~nL tTnIF gpµ ~py~ OINENdIVN AVCU VAFW TtlTM. 111P N. CU. All/ GYJ N W~E PPE p'~ ~m A ! C 0 Mvt IB f N0. 115. SW ~ 1'A&. f}N1. FiHl. (AT.
L=75' TYP. TAPER M! !-0' ~T - M 1!1 / 6141 0.01a ~~y 4 p,~ 1 1 I O.Mi
LOW e•osnvkeraa~marcmoeaoodriuc VEGETATIVE roe~acrarta~apaoxtxove II~fLOlW80lWAlI M Y ~ ~~~N '~~a~ f+LAtiVIE1N tC 7d rii . ' a' a~r i ~i ~ e nr s i ¢~a a~at
COVER ~ _ /WS~)t •wyta ~aaov~rd+ru l60 ao~wi+,x Ov~FOnMt ~ ~ ~ o + ~ a cw wd ~.oae • er ev~ r~ a i ns w~s
NEW RESIDENTIAL STREET OR RESIDEN?fAL am~vuucetoPwau C~LLECT~R STREET AND EXISTING STA?E MpINTA1NED 1PI~OtA~10R v~yiw q~wer m~wM t !a' Mv vRt f 7~s ~ se' ~ 7s' 1 atN ta ~ E fi ~ op2 ~~N~ sn~lu. in~~ltll. ' }J~ S PT Sd' VIA Jd 3'd ~ aC 6 !.T f S tl Aib1 7A1f M9 atli n.9d6 M14Bb
SECONDARY R~AD ~ ~ n n ~ MASONRY CATCH BASEN (12 THR~UGH 54 Sh1~ET 2 OF 2
CITY OF RQCKY MOUNT - s.~ ~ STANDARD WHEELCHAIR RAMP FoR [-Mw+?~cE CuRB E IN A~
SIGHT DISTAN E RIAN LE F R C ND RY Ir~1 N MEDIAN iSLAND DESIGN ~iEQUIREMENTS C T G 0 SE 0 A ROAD CO ECTl4 V S ijPP 57D.N0. REVISIDN ~j~ ~ D PPR4VE REVISI Ro DEPT. OF ENG[NE R G - 04-20-QO
CITY OF R Y M - ~ a ILOCKY MOUNT Z.12 OCK OUNT 2.s CITY OF ROCKY MOUNT - 2.1s
DEPT. OF ENGINEERING " ~"g' DEPT. OF ENG[NEERING _ 08-09-00 ~ DEPT. OF ENGINEER[NG - io-l~o
04-11-00
s
l/9' RaD. 29• RAO. ~r Y ^ ~ CENERhI FATES~
Rl.l EXPOSE'D CUUh'A3 TO BE QUY4'EYffD 1'~ , ~ CLASS 'A' CWICRETE T(1 AE VSED TNRWfAIWS~ X y X ppYlOnAI C~TRt1C7[~! - lIOMId.tTM1C MIUR, 2' KEYVAY,
6 V2' ~~.s ~1.~ 3/4' 1/8' RAA o ~ ~ G pt Ni NAI! GOVELS Ai 12' CENTERS AS ~I!'~C1EU 9Y iNE . ~ F,1~Itff£R. F~MS ARE ifl ~ USED P~t TIE CONStRIMTIGI 6 iHE ~~SOM SLA& ~
~ ' „ x CQNC,~tETE ' 2" ASPHAtT ~ I~ RCINFORLED COI~RETE P~E IS SET IN BASE SIRB fF - - B[D~, DRIN BASE SUBGRAUE TO PROY[OE ~HSTAwT TION AT A
• . . ' Rp~...~RB CROSS-SECTION AT , , b J B[HU,XNE53 OF &ETE~ ~-6' M OEPiH SF~L BE ~ ~IO~EDTMt ~PS 1'~4 30N CEN~FJlS. ST£PS SHW.I BE
''!a : • ~ GfNERAL NOTES ~ [N aCCARUANCE vltH STU. Nfi I~B ) ~ PLAPI OUnMIT3ES 0 1NGt.UDE THE A?0[TIDN OF ~MWAIOLE (GE.
ALL CUR9 AND GUTTERS ARE T~ BE PDURED V1TH CLASS 'A' ~~S C~NCRETE. (3000 PSI) ~ 3~ ~~wneluNO ADD[TIONAI.~VRRIA~E kEfGHi~~iCK~SQMtYNOPptlING ~
,'W;.A:~.!.; I8' RAO. f'LEXABIE fORHS ARE T~ BE USED VF~N RADI[ !S IESS THAN n.~..'~~•~: w..:n;:>., \ ~0' tOMIUtiFFN81 TW SlF&) :.r . . \ W~f'NYFP/G8 . ~n~y..•; 6HVAiNNNAif
2~~. , . .I..^~;, ~~»A:'~'~.C"~ r t~~iil.• r~i:~ :.i:~1 ry b e.• ` '"'7_"' . ti; . ` ' t ,.w~-~)~..c.;:. 12 ..s
CONTRACPION JO1NFS SHALL BE SPACED AT 5' NIN(MlR4 AND IO- APPROVED SUB" ^ ~ H+ 11 7N V. S ~ ~IA MAXIMUN NTERVALS, JO1NT $PACiNG MAY BE ALTERED BY iHE A~ CiABC , r,~•- , ~ F,: rn~y<:`<` _,f;~'s'~y!r~i ZA,y. . ;h'.~,~~ r ~:<:.°:f;~~~~:~. -r ~ r ..,.1_ ~ ~ eaxr .t'~.t,,...':,•ic A ~ ~
~ / -~:q.~;~c...4 ~.a~,... ~:,.i:. _ ENG[NEERi id PREVENT UNCONiROLLED CRACK[NG. F~IU.Y CO~PAC~D'1 ;i , ;~~i' ' } ~ ~ ' s a I~ ~1 -~1~r~~ ` ~ D~v1G~ \
~~T CINJTRACTIt1N J~INTS MAY BE [NS7AlLED BY THE USE tlF !!8' RAD. 1!9' RA0. TEMP(.ATES OR FORMED BY ~TNER APPROVED NETHQDS. WHERE PAVEMEM' DESK~IV~ SEE REPORT BY ECS LTD. ~ s~cnoN x x
A~ACE ~ GUTTER SI~N JOIN7S ARE NQT F(]RF~D BY TENPLATES, A MINIMJM CONGRETE ~ ~ - oF SHALL HE OBTAINED, ~j'~~~ ~ r r~coar i-~, z Ncoor H couRS~, s aec CROSS SECTiON AT TiON AT B ~ \ a~+eawx~vowt ~ amx aacrnw ~p wnmx
T A pAN ,HISMTS SNALI BE F0.LE0 U1TH JOlMT FIIIER ~VL.L"'4URP ~ d~• - ~ ~ t~ ~x sTa+ r CUL DE-SAC 2 N(~OT I-2, 6.5' ABC 2' \ J~ P!! Y411 MWiN IIaWR ~~K ~ N~ PRI W. \ b- , D ~l C X M0. INqM ! P C7TI AOOR A.ff C0. ~ ~
tp • , , ~ ~ AND SEAI.EO, M e. ~ ~ ,~.a•. ~ ~ i7 2d N fa 12 H 7d SY CK7 0.N7 O,W6 5t AleO /Ait 0.W1 ,~'~rC~ ~_i ~ IP 29 9V 7d M i4 N` IIS' diN 61M F1A1 SI OA92 OAA l171
~ ~ . ' EXPANS1~N ,A1NTS SHALL BE SPACEO AT 90' MAX. [NTERVALS ~ } . ~ ~ , }r~~ ~ CURB AND GUTTER TRANSITIDN SH~WN WITH NCDQT CATCH ir zr ra :r w ar rr rr om am am ~o +xe om~ aaw x
1/2' JD(Ni i7LLER ANB ADJACENI TO AlL R[GID aB.IECTS (LE~ ERISTING DRIVE- ~ ~ •'''`5^~ VAVS. CURB 6 Cd1TTER. SIDEYALK. ETCJ, ~ :j~ef.;' '4'~ ;'4~ ^ BASIN (CfIMBINED INLET.) TRANSITI~N MpY ALSO BE USED x ra aa aa ~ at ~a xa waa we am b+.w on o~ ~~~~,~~~t`'~:~ 1(' " WITH CURB INLETS EXCEPT FOR THE ADDITtON ~F ?WO ~ ~ a+ J*' a+ v wr rr +a~ ane nm ea~ e+.bo ewz n+a
f'' 1e r'' ~ : y. ti:;;;a;:;; l~ ~ TRANSVERS~ EXPANSION JnINT ~ ~~'~'~y'" ~ ' ti:;~~'":.i~~~: f! N M N m r~ rd rd W Wo fw a iW six KYq EACH !k4 REBARS [N GUTTER SEC?I~N AND T~~LED ~ a~ +~r *r a e~o' w' aa' ome ~a~+ wo n aan aieo a++a CI]NTRACTION JCIINTS AT ENDS ~F CASTING PER STD, N0. 6,1 ~~Y,y a.a er a~r a na ~a a~c .tlr o.ar n.m e~a am
18" kAD 2 -p` ? ~ ~ ~ ~ ~ er ~r ea er fe nr rr ex arm aa aw w ti» asu arot as nv aw ta R ct ra ra asm wt aa~ m ~ao eaar a,mc
IN CURB AND GUTTER r e Ft e1' 10 rJ Tx r~e' t.ou 1.a11 4A~e 4/3 5.7n oA11 aAs
Note: Provtde sols roport wlth pavement deslqn prlor #a a rova! of flnal street sectlon. . TRANSiTION FROM I iTION FROM ROLL TO STANOARD CU~B FOR CAT~N BASINS CONCRE~'E Jl1NCTi0N ~OX 12" - 66" PIPE
Pp o . a Heviswrrs • CITY OF ROCKY MOUNT s.s P-
D 24" R~LL TYPE CUF38 & GUTTER R vc oN ~ STANDAR CITY QF R4CKY MQUNT e,lo N IN~ERING p~v,s~or+ DEPT. OF E G - PT. 4F ENGINEERINC E
REVI I NS R~ D STD. ~IIREET SECtt~ CI TY OF ftOCKY MOUNT 2.~ 09-20-00 p~ - Q4-20-00
A VISlON DEPT. OF ENGiNEERING _
04-11-00
File naMe~ D~/Caddata/2002/Patlo HoMes Rky-Mt/PatloRMt_6/PatioRMt_6,DWG
SHEET N~,
DESIGNED CLV A I I/11 I A A I n nnnni n Trn ~c1~ ~~Y _
~ I l~ I ~ I I~I I I l.I T D narF~ APRIL 22, 2002
VHUVIriHIV H7~VlrIH I C7
DRAWN CLV ~ 308-A E Mlbrook Road Landscape Architects ~ PROJ, #
~
CHECKED CLV Redeigh NC Planning Conaultanta - r SUBDIVISION AND STORM SYSTEMS : STREETS P DWG FILE #
Telephow Relefgh Offioa 919-844-5556 ~ P mel addresa PO BOX 20828 Faz: 919-365-6883 <4 ~ PatioRMt 6.DWG
REV,NO, DESCRIPTIONS DATE DATE R@8, O(flC~ ~-~J„3900 ~ENCE VP ~ ROCKY ~F~ + CONSTRUCTIDN PLAT
REVISIONS ~

,
il
I
I~I
II
~I
C~NSTRUCTI~N SEQUENCE SEEDBED PREPARATI~N SEEDING SCHEDUL DING SCHEDULE ~i
1, OBTAIN GRADING PERMIT AC ESS PAD TEMP~RARY DIVERSIONS SILT FENCES (REVISED~ 1-1-86 /ISED~ 1-1-86)
2, INSTALL GRAVEL CONSTRUCTI~N C , ~ ' l, CHISEL C~MPACTED AREAS AND SPREAD TOPS~IL 3 INCHES DEEP OVER ADVERSE SEDIMENT BASINS ~R ~THER MEASURES AS SH~WN ON THE APPR~VED PLAN, S~IL C~NDITI~NS IF AVAILABLE, DATE !
CLEAR ~NLY AS NECESSARY T~ INSTALL THESE DEVICES, ' - TYPE PLANTING RATE ; 15 - N~V 1 TALL FESCUE 300 LBS/ACRE I
INSPECTIDN BY ENVIRONMENTAL INSPECT~R T~ 2, RIP THE ENTIRE AREA T~ 6 INCHES DEPTH, AUG 15 - N~V 1 3, CALL FOR ONSITE 3, REM~VE ALL L~~SE ROCK, RDOTS AND ~THER ~BSTRUCTIDNS LEAVING SURFACE N~V 1- MAR 1 1- MAR 1 TALL FESCUE 300 LBS/ACRE I
~ ~BTAIN A CERTIFICATE ~F C~MPLIANCE, REAS~NABLY SM~OTH AND UNIF~RM, & ABRUZZI RYE 25 LBS/ACRE 50' MIN.
4~ BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED, R~UGH GRADE 4, APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPH~SPHATE UNIFORMLY AND MAR 1- APR 15 SITE~ ' 1- APR 15 TALL FESCUE 300 LBS/ACRE BUT SUFFlCIENT TO KEEP Pur ~~T ~r+c~ at rn~ ~tahcnaa ~ce uP
MIX WITH S~IL (SEE BEL~W~), APR 15 - JUN 3G 5, INSTALL ST~RM SEWER, IF SH~WN, AND PR~TECT INLETS WITH SILT FENCE, 5, C~NTINUE TILLAGE UNTI~ A WELL-PULVERIZED, FIRM, REAS~NABLY UNIF~RM 15 - JUN 30 HULLED C~MMON BERMUDAGRASS PS LBS~ACRE SEDIMENT ON 57E TO ENSURE CONSiRUCTION ENIRANCE IS USFD. ~~~BR~WNTOP MILLET 35 LBS/ACRE N~';w;•~~'•;'~ '~;;i;k~*r~ 2, IF WNSiRUCTIqJ ON 1HE SI1ES ARE SUCH THAT ~;i;.'<+~,~!•,• ~~r~~?. +tit:y;. ~ iHE MUD IS NOT REM04E0 BY TNE VEHICLE 1RAYEl'
SEDIMENT TRAPS ~R OTHER APPR~VED MEASURES AS SH~WN ON THE PLAN, BEGIN SEEDBED IS PREPARED 4 TD 6 INCHES DEEP, -•:^::ti:;:~~2" 3' STONE TOwBE~USED":.: 25' OR WI07H OF ING O~ER 1HE STONE~ 1HEN TNE 11RES OF 1HE ~~~~R S~RGHUM-SUDAN HYBRIDS 30 LBS/ACRE DfISTING (SURGE STONE OR RAILROAD`;'; pRapOSEO STREET, ~~S MUST BE WASHED BEFORE ENIERING THE
C~NSTRUCTIDN, BUILDING, ETC, 6, SEED ~N A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING ROAUWAY ,,;,BALLAS».^:,,,•,{',.,.:,}'r;,^~~,;';M,y.i, NHICHEVER IS PUBLIC ROAD.
6, STABILIZE SITE AS AREAS ARE BR~UGHT UP T~ FINISH GRADE WITH EQUIPMENT ~R CU~TIPACK AFTER SEEDING, SL~PES C3~1 T~ c VEGETATI~N, PAVING, DITCH LININGS, ETC~ 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCH~R MULCH. 'ES C3~1 T~ 2~1) ;,:;~~.;:~.,.~:~y:~:.., GREATfR. :,,•,ti, IF A PROJECT CONTINUES TO PULL AIUD AND DEBPoS . ON TO iHE PUBLIC ROAD, THE GOVERNMIG AUTHORitt ~ ~ ~ ~ t ~'4 ~ HILL CLEAN iHE AREA AND INYOICE 1HE FlNANCIALLY
NEW NCDENR RULE~ B~ INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING MAR 1- JUN 1 ~~~,<,rr~.,:h"i'~':~<;`~"'.. i r~.l~;' 1- JUN 1 SERICEA LESPEDEZA CSCARIFIED) 50 LBS/ACRE RESPON581.E PERSON AS INDICATED ON 1HE FlNANCIAL Resaor~sa~un ~M.
DO NOT ALLOW ANY DISTl1~D AREA TO BE MACTNE LONGER THAN 15 WITHIN THE PLANTING SEAS~N, IF POSSIBLE, IF STAND SH~ULD BE OVER &
WORKING DAYS OR 30 CALENDAR DAYS flM~l(~iEVER 13 3FIORTFR) WIT1"IOUT 60% DAMAGED, REESTABLISH THE FOLL~WING ~RIGINAL ~IME, FERTILIZER AND MAR 1- APR 15 1- APR 15 ADD TALL FESCUE 120 LBS/ACRE 1- JUN 30 OR ADD WEEPING L~VEGRASS 10 LBS/ACRE p qN
A~~ ~p~~ SEEDING RATES, MAR 1- JUN 3( 9, C~NSULT C~NSERVATI~N INSPECT~R ON MAINTENANCE TREATMENT AND FERTILIZATI~N MAR 1- JUN 3( 1- JUN 30 ~R ADD HULLED C~MM~N
7, WHEN C~NSTRUCTI~N IS C~MPLETE AND ALL AREAS ARE STABILIZED C~MPLETELY, AFTER PERMANENT C~VER IS ESTABLISHED, BERMUDAGRASS 'c5 LBS/ACRE
CALL F~R INSPECTI~N BY ENVIR~NMENTAL INSPECT~R, JUN 1- SEP ] 1- SEP 15 ~~~TALL FESCUE AND 120 LBS/ACRE ~~~BR~WNT~P MILLET 35 LBS/ACRE 35 ~~r+. ,s' MIN. NEW CON57RUCilON
8, IF SITE IS APPR~VED, REM~VE TEMP~RARY DIVERSI~NS, SILT FENCE, SEDIMENT ~ APPLY~ AGRICULTURAL LIMEST~NE - 2 T~NS/ACRE (3 T~NS/ AC, IN CLAY SOILS> BASINS, ETC., AND SEED ~UT ~R STABILIZE ANY RESULTING BARE AREAS, ALL FERTILIZER - 1,000 LBS/ACRE - 10-10-10 EXISIING ROADWAY ~ ~~~OR S~RGHUM-SUDAN HYBRIDS 30 LBS/ACRE
REMAINING PERMANENT ER~SI~N C~NTROL DEVICES, SUCH AS VEL~CITY SUPERPHOSPHATE - 500 LBS/ACRE - 20% SEP 1- MAR 1 1- MAR 1 SERICEA LESPEDEZA (UNHULLED- 12" MIN.
DISSIPAT~RS, SH~ULD BE INSTALLED, MULCH - 2 T~NS/ACRE - SMALL GRAIN STRAW ~ UNSCARIFIED) 70 LBS/ACRE e• MIN. ~ . . . . . .
9, WHEN VEGETATI~N HAS BEC~ME ESTABLISHED, CALL F~R A FINAL SITE ANCH~R - ASPHALT EMULSI~N - 300 GAL/ACRE AND TALL FESCUE 120 LBS/ACRE 1- MAR1 ADD ABRUZZI RYE 25 LBS/ACRE -
INSPECTI~N BY ENVIRONMENTAL INSPECT~R, ~BTAIN A CERTIFICATE ~F N~V 1- MAR1 COMPLETI~N, ABRIC UNDER STONE
C~NSULT C~NSER SULT C~NSERVATI~N ENGINEER OR S~IL C~NSERVATI~N SERVICE F~R ADDITIONAL r~ens~o~s CROSS SECTION
~ QUENCE~ INF~RMATI~N C~~ SPECIAL CONSTRUCTION SE 7RMATI~N C~NCERNING OTHER ALTERNATIVES F~R VEGETATI~N ~F DENUDED AREAS, on~ o~sc~ivna~
THE AB~VE VEGE AB~VE VEGETATI~N RATES ARE TH~SE WHICH D~ WELL UNDER L~CAL C~NDITI~NS; ER SEEDING RATE C~MBINATIDNS ARE P~SSIBLE,
1,2 -F3. INSTALL SEDIMEM DEVICES PER I'IFi~ 2+3, OTHER SEEDING F STANDARD CONSTRUCTION SEQUENCE, CONSTRUCTION ENTRANCE 7
~~~TEMP~RARY - 4. (~TEM 4 MODIHED) CLEAR ONLY FOR ROADWAYS, APPLICATI~N RATES (LB/ACRE) TEMP~RARY - RESEED ACC~RDING T~ ~PTIMUM SEAS~N F~R DESIRED PERMANENT
~R VEGETATI~N, D~ RE~U~tED OFFSITE STORM ArD SANITARY REC~MMENDED SPECIES iETATI~N~ DD NOT ALL~W TEMP~RARY COVER T~ GROW ~VER 12' IN HEIGHT BEF~RE
SEED 10-10-10 AGRICULTURAL STRAW MOWING, OTHERWI EASEMENTS, AND OPTIONALLY, LOTS 1 TF~IU 18, SEEDING DATES FERTILIZER LIMEST~NE 'ING, OTHERWISE FESCUE MAY BE SHADED ~UT,
28 AI~ 29, AND 35 THRU 50. (LOTS 19 THHU 27
S'HALL NOT BE CLEARED UNLES3 OPTIONAL 31LT FENCE WINTER WHEAT 120
INSTALLED OR InVTIL STORM SYSTEM ~I JAN 1- MAY 1 ANNUAL LESPEDEZA 70 750 2,000 4,000 r~ r~
ROADWAY CAN CARRY ROW TO WETPOND ACTING AS (K~BE) e' Mnx. _ ~ YARIABIE AS DIREC7ED BY 1HE ENGINEER
TEMPORARY 3EDIMENT BA31N.) STEEP CUT OR FlLL SLOPE
(LOTS 31 THRU 34 SHALL NOT BE CL.EAFlED UNLL-SS OPTIONAL MAY 1- AUG 15 GERMAN MILLET 40 750 2,000 4,000 S~ MIH. 12-i/2 Ch
SEDIMENT BASIN MSTALLED OR ROADWAY 3TORM 3Y3TEM R1NC110NINC~) AIIN, 10 6A. INIERMEDIAlE 2:1 $LOPE (MAX) LINE N1RES SI C F BRI YARES
INSTALL OFFSRE 3TORM SY3TEM AI~ MAKE WETPONDI - sr~eua d~rxsai dia
SEDIMENT POND RISER R1NCT10NAL AUG 15 - DEC 30 RYEGRAIN 120 1,000 2,000 4,000 GRADE CROSS SECTION ~TM ~ NEfiMG
PROCEED WITH RE3T OF 3TANDARD ~
FRONT VIEW
raP Ei.ev~nori o~ sra~w~hR '~'E n'°J p~l os'-t' ~ r~ UPSLOPE TOE- FOSIIIVE (~ADE 1.0% MAX, Z ~ STEEL POST iv Yf04EN R1RE FABRIC
w~+m u~x ~ SIDE SIDE SLOPES ~ NO]E~ SILT FENCE GEOiEf(TILE FABRIC
STONE '~1 z 2:1 z~~ I~~) -USE S~T FENCE ONLY WHEN DRAINAGE AREA b c
DESIGN OF SPILLWAY~ " E10ST1NC SIOPE ` ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DOES NOT IXCEED 1/4 ACRE AND NEVER IN ~ ~ FlLL SLOPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ? ~ ~ ~ AREAS OF CONCEN7RATED ROW ~ • FOR REPAIR OF SILT \ ~ ~ \ ~ ~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ ~ \ ~ FENCE FAILURES~ USE
DRAINAGE AREA M4R LENGTN~ ~ (AIXiES) (F~ 0.ASS I PoF-RAP FILIER FABRIC ~ ~ ~ ~ ~ ~ No. 57 WASHED STONE. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -NRN END OF SILT FENCE UPHILL. ~ GRADE FOR ANCHOR WHFN SILT
1 4.0 YNaES 2 6.0 $1EEP CUT OR FlLL SLOPE 6' MIN. CO~ER ~N~ 1BASIN.~CTING ~ 04ER SKIRT • CATCH
3 B.D 4 10.0 REN90qS 5 120 SIDE VIEW pfiqA ppSf M pEy~yp~ ANCHOR SKIRT AS DIRECiEO BY ENqNEQt +
~ DIMENSIONS SHOWN ARE MINAaINA P~~TM~~ OF OPEHMC PLAN VIEW SIDE VIEW
DcI511NC SLOPES ~ HORRONTAL AIETAL POSi 5~'1A~11T RT N1RED SECURFLY TO 1~ER71Cp1
H£ICHT R YADTH DE7Qt1AMED BY POS75 oasnNC Toroc~~aHr aNO gAFFLE INSTALLATION - STEP 1
SEDNAENT STORAGE REWIRED. ~ ~P R~ YANES TEMPORARY DIVERSION DITCH 9 STANDARD TEMPORARY SILT FENCE
1~Y RP RAP NTO 1HE DAIA Fdt STA~lIAl10ll .
E~-1~ 1. DAIVE 511EELL FENCE POST AT IEAST 1B' INTO?:#`:;i:;:i::,. FABRIC CUT AND FOLDm FABRIC FOIDED 04ER 1HE HORIZONTAI OVER HORRONTAL ~`y~;; :f.%~i SqA GROUND i?: FENCE POST ~T
W a,.R ^;S: 4:.~Rr::.: •~y~;, 1MOOD POSTS ARE NOT ACCEPTABIE _ .,,;y~::.'~ .EK~,;'a NEYED RIP RAP NpiIZOMAL POST
~ "-;~~r; ~ us~ srnr~s i' APART TO ATTACH FABPoC PERSPECTIVE VIEW < ;•-}.A . r:: r:: . f.iiii FENCE AND F:9PoC > env TO 'HOG NRE' ~:'~i:~ BUPom IN }RQrCH L 7EMp ~ L TEMP~tARY SILT D1TCH TO BE USED MHERE TOE OF flLl SLOPES EXCEEDS 3 FEET 1N VERTICAL HE[GHT
7 WASHED STdNE BAFFLE SPACm AS PFR APPROYED PLAN. ;~:ti'.::;'~•y5:•, ~~w;: :;:~z TOP OF BAFFlE SHWLD BE 6` AND ;\s~*~ ~a; AND AIONG SiREAMS TO 1NTERCEPT Fl[1~ AND/IX2 DNERT TO A CANTROLLED OUTLET.
:ct.;;?.?<::;;;`~~• MGHER 7HAN THE BOTTOM OF 2~ SILT ~ ~ ; ,?~~x::..::;:.3.as.<,. FRONT VIEW - Bo~,o,,, ~ 1HE SPILLWAY 8',~' I 2~ SILT SFW_l BE RENWm WHEN SILT O1TCH 1S ONE-HALF FULL
~p{ µp q~ BACI(FlUEO AND 3, DITCI FltI.ED YiITH Sql COMPACIED 3, DITCH SIiALL BE REC~NSTRUCTED VHEN DAMAGED BY EQUIPMENT OR COVERED BY FIIL
REN50NS ~IING ~ppE RENSONS WAPACIED oA~ o~sca~Pno~ DA o~aPna~ SECTION AT dPENING
~o ~ STEP SEQUENCE 4 hW~AALMM1IY(71M1 C.M.A BAFFLE INSTALLATION - STEP 2
~ VASTE MATERIAL-CONPACT, SEED & FdA.CH AFTE
CHECK DAM 6 g GRAVEL & RIP RAP FILTER BASIN 3 Jt CONSTRUCTION OP DITCH I ~ 4pf '9:A
I .".r.~`~' di~":'..'"~,:~,. ~ „;i;.`ty. : R:.lr. v
_ ~ ` ~
I ~ I
iB15~ 6 fT ACR~~ i~5 WASHED ST~E R aaw wv ~ nm uva iuum ~v ff r,a FILTER 'w 1
¦cnu an 5 FT ~w xr • ~a. ma 1.3 FT MIN CROSS SECTIONAL VIEW
[ttwmi ~ smx v~im • e. ewcia ~rt 1.5 FT ~r n~ mc .
5 FT 180D CU FT/ACRE NOfES: av gmnrt cmwc mc ~ TARP MAX a ? S FT ~o T' DITCH L BlN2Y TARP 2~,~ r~~` ~ ~ MAX
1. USE FOR DRAINAGE AREAS b' ~~rt ~ o~ ~ EDGE MI11 12' ~,r 1. USE FOR DRAINAGE AREAS NOT EKCEEDING 10 (TEN) ACRES. NOT EJfCEEDING 5(Fl~E) ACRES. ° RENSIONS RENSIONS
2. EAR1H BERM SHALL BE STABIl1ZED w/ SEEUING 6' PVC RISER 2 EAR7H BERM SHALL BE STA&LIZEU w/ $EEOING DAIE DESCRIP710N DAIE DESCRIP710N
USE CLEAN COMPACTABLE (SCHED, 40) WITH 1/4' H~LES TARP EK7ENDS iCl TOE ACCORDINC TO TRIANGLE SPEtYFlCATIONS FlUER FlLL MAiEPoAL FOR EAR7H BERN, fALTERNATE - 6' PERF OF BACK SLOPE 3. USE CLEAN COMPACTOR FlLL AIAIERUL FOR EAR1H BERM. CROSS SECTION FABRIC
3~ DRAVDOWN RISER SHALL BE 6' SCHEDUIE 40 PLASTIC DRAIPPIPE STAKED AND WIRED WITH STEEL FENCE STAKE) OVERFILL 8' PVC W1TH CLEANOUT CAP AND 1/~' HOLES OR DESIGN Fpq grn,plp~7
STANDARD PLASIC PERFORATEU PLASTIC CROSS SECTION THRU BASIN AND F~LTER ~m SUBDRAIN PIPE WIRE~ T~ A STANDARD STEEL OVERFILL 6' Tpp 2~~ TEMPORARY SILT DITCH 15
FENCE STAKE. (WIRE EVERY 12' ALONG STAKE, ~~~ryT ~ ~
4. TARP SHALL BE STAKED pE~(~ DITCH 5 BI~Y TARP AT UPPER CORNERS AND ALONG 5E7nEp EDGE NIN, 12' - 1p FT MIN
UPSiREAN EDGE OF TARP, Tpp 30' WDTH TARP PROTECTION ~•l~ ~2,~ ivvr~ (2i1 MAX S1DE SI~PD 51.OPE MAIf 5. WIDTH UF TARP SHALL BE AS 5 FT 8~
SPECIFIED~ LENGTH SHALL BE - rt 10 FT AIIN NEIR LEtlG1H MA7~ ~ o 0 0~4 NpTESi 'b ACC~RDING T~ AVAILABLE SUPPLY. ~ ~C5' ~~ppE 1,INSTALL GRASS AP ~
UPSTREAM MULTIPLE TARPS (WHEN 5~ FlLTER o REQUIRED) SHALI OVERLAP DOWN- DITCN 6 BURY ~ IAAX 1,INSTALL GRASS AND/OR TEMPORARY EXCELSIDR MAT VHERE CALLED FOR R7 THE PIANS. INSTALL CONTECH TRM C-45
STREAM TARP 12'. TARP SHALLHE NIN ~Ax TARP EDGE MIN. 12' FABRIC o NATURAL CALLED FOR R7 TI 50 MIL HEAVY DUTY SILVER TARPAULIN, ~ GRWND VHEREEVER PERNf VHEREEVER PERNANENT MAT CALLED fOR, ~VERSEED WITH GRASS, 2, DITCH SHALL BE RECONSTRUCTED VHEN/IF DAMAGED BY EfriIIPMENT OR COVERED BY FILL, SCALE~ NOT TO SCALE
MIN 2~ DITCH SHALL BE UV RESISTANT~ MAINTENANCE
MAINTENANCE FABRIC NANRAL GRWND INSPECT TEIAPORARY SEDIMENT 1RAP5 AFIER EACH PERIOD OF SIGMFlCANT RNNFALL. ROJOVE SEDAAENT ANU RESTIXIE 1RAP TO 175 ORK~NAL 1 ( ~ Z'-0
INSPECi iEA1PORARY SEDIMENT iRAPS AFiER EACH PERIOD OF SICNIFlCANT RAINFALL REMOVE SEDIMENT AND RESTORE 1RAP TO ~75 ORIGINAL DIAiEN90NS N4iF?! 1HE SEDIMENT HAS ACCUMULATEp TO ONE-HALF iHE DE51GN DEPiH OF 1HE 7RAP. PLACE iHE SEDIMENT THAT IS RE110VID IN ~f~of, DIMEN90NS NNEN THE SEDIIAENi HAS ACCUMULAIEO TO ONE-HALF THE DESIGN DEP1H OF THE iRAP. PLACE 7HE SEDIMENT iHAT IS REMO~ED IN p pE$~(~JAIED DISPOSAL AREA AND REPLACE THE CONTAAIINAIE~ PMT OF 7HE CRAVEL FAqNG ~
A DESGNATED DISPOSA~ AREA AND REPLACE THE CONTA~IINAIED PART OF THE GRAVEL FAqNG. CHECK THE SiRUCNRE FOR DAMACE FROM EROSION OR PIPING. PERIODICALLY CHEq( iHE DEPTH OF 7HE SPILLWAY TO ETISURE IT IS A MINIMUN CHEq( 7HE SiRUCNRE FOR DAMhGE FROM EROSION OR PIPING. PERIODICALLY CNECK 7NE DEP1H OF THE SPILLWAY TO ENSURE IT IS A AIMI~IUAI
OF 1.5 FT BELOW THE LOW POINT OF 1HE EMBANKMfNL IMMEDIA7ELY FlLL ANY SETREMENT OF 7HE EMBANIfAIENT TO SLIGHiLY ABOYE DESICN OF L5 FT BELOW THE LOW PqNT OF 1HE k]IBANNMENT. IMAIEDIAIELY FlLL ANY SETII.FAI~1T OF 7HE E]~BANKAIFNT TO SLIGHTLY ABOYE DE9GN d~ 1'-0 R1R) ~~h,~~ ~ SEE~Pt Z~~~
CRADE INSPECT TARP FOR DAMAGE OR LOOSE EDCES AND RE-BURY WGES CR REPAIR, ~/OR REPLACE, OR REINSTALL AS REWIRED. I~NY RIP RAP OISPLACm FROM 1HE SPIIIWAY MUST BE REPLACED IMAIEDIAIELY. STA8ILIZE 1HE EMBANKMENT ANO ALL DISNRBED AREAS ABOVE 1HE SEDIMENT POOL AND DOMNS7REAI1 FROM 7HE 1RAP IMMEDIAiELY AF7ER STA8ILIZE 1HE EMBANIWfNT AND ALL qSNRBED ARFAS ABOVE 7HE SEDIMENT POOL AND DOYMSiREAIA FROM THE TRAP fl/A1mlATELY AF1ER
CONSiRUC110N 'M1H SFEDINC. ~TM RENSIONS RENSIONS (SEE NCDOT DE I EE NCDOT DE FOR SIDE CHANNELS)
oA~ DESCRIP110N PVC OR PERF. DRAINPIPE MINI-RISER ~ESCRIP710N GRAVEL & RIP RAP BASIN OUTLET 3A rROSS SECTtONAL VIEW
04122102
BISH( BISHOP ROAD CHANNEL DETAIL
SHEET N0,
DESIGNED CLV A 1 I~11 1 A A I A~1 P1 r'1 n I A Tr ~1 .c~ ~4~
\ i ~I l~~` 1 I-\/ /I ~ I I/I I I/l ~ naTF~ APRIL 22, 2002
DRAWN CLV V/AUUi-HIV H07Vlr1f-1 I CO ' 308-A E. MiIbrook Road Landscape Architecte ~ il PROJ, #
i EROSION CONTROL ~
R lann(n Conaultanta CHECKED ~ ~ P g CLV p , i 2 SUBDIVISION P DWG FILE #
Tdepfarm Raleigh Olflcw 919-844-5556 ~ P v ~ med eddrem PO BOX 20828 Fer 919-365-5M PatioRMt_7.DWG
Nq~ ~P REV,NO, DESCRIPTIONS DATE DATE (jAL,E-M NC 2769 FI@8, OIIIm 919-365-3300 O , G OFi YM C 0 R
REVISIONS

I
I NOTES~
Gf. FRAXE 6(IIVEP PER SiD. DVfi CUlE N0.E NI OiLLEN1 DIP OND Lj'LE `JA l l01\ USE E6CEMtRtt . N0, ~.6 ~OR t7 fpt 11Pi£R4(plT1 A I a 7 r(^ C6VECf PIPC ip M~MqLE US~Nf TOP SECf~UN V CONSTHtlC[!QN NO}6: SftU~tl UITX HOR'IMt I~l C J S~'PAESt-BOIit'~~iwalrPCitREU tavER v[rt !i! 1.7 ft17 VATER r?orr ~ E~~~r~ ~ ~ ~~T ~„y~ rav sECrmx vtrx vaa~t ~ ~ 1. MfN, GRA?E FOH SEWER cavca vca rra ova +.c coa F~ r~r ~A~EancuT~ SERVICE SHALI BE l.0 %(1/A' FER
rox drstAU,t1~a+, N6~Ee 1'01utERlla ANU 1, PRECASi C~tdCRETE MANkp~ES SHALI NEEi OR ENCEEO THE er oatss-ux wsur coaa, aR cops9avcnon xo~as ow s~u. ovc, a.t, REQUiREF~NTS OF ASTM C 418. ALl SURFACES SHALI BE PRBCABP CONC9CPC YAl~HDI& NW'68 0°0°0°0° . opooaooso, ~ I LOCAtIp1S. USE N1'pi.WllC CEVEXt F7.1 RECOMMENQEO MIN. GRAUE SHALI 9E 2,0 S'fCkJg~'BT R/~p
SMO~7H AND EVEN TEXTURED 41TH A M[NIHUM OF HpNEYCONB, ~ 8° DIP tmc mu'7 ro sua ~ururm~ FIN, AND ~THER II~ERFECTIaNS. , - TA0. ! / ^ - z. ne~r~ ~ seavtc~ ar vn~ies
E[CENiurc 2. A1MS BETYEEN NANHOI.E SECT[ONS SHA~L 8E SEALED i_. i r o~ rr~-c~st tu+cACt[ mr~ an ~ RISER VAT R T vv x r srnbttss srta ~ ~ r~ PROPERTY Uf~ MUST BE A ~ SUFFIC]ENT TO PR~VIIIE A7 LERST l2' MIH, - - MIN. GRA?E Tp HUSINESS aR 18• MAx
ealac e woe~aa maoE ao,ustn~m E TIGN USfNG EITHER 0-RtNG GASKETS CDNFORMING V(TN e snsws vtrN Y cna+ - are~ A 0.IMii - iH+[[ ~S mc 6' w~z.~ ASiN C 443 ~R BUTYL RESIN CONFORM[NG WITH AASHTp M-198. tnc uhn, vtncf ~wanvs aEC K~/ x~[t vs•~erz U~ y DWELLMG AND 12' MIN. CtlV~R _ 1, OVER SERYICE, I
~ 3. HG.ES fU2 CONNECTION OF P1PE TO NANNpLE SHAIL BE PRECAST ~PPRO~'CO EPYL> _ Srtrs r~t Srn ovc. OR CORED. D[ANEtER Of NOIE SHaLL NOT E%CEED OUTSIDE ~ ~m ~s 1 i6' aC DIAMETER ~R P7PE BY MORE 7HAN 3[NCHES. U I ~i2• 3. F~ f$W SUBDIV[Si~tVS, 1 ~
"a - - BOIIOX Of CQVER ClEANOUT STACKS SHAI..L BE I'" I i s PLACED 3' Tp THE IEFT ~F THf ~
~e~ s um 4. CpNNECTtONS ~F PIPE Tp MAMiOLE SNALL BE MADE 4aTERT1GHT Q" US[NG RESIIIENi CONNECT~RS CQNFORMING Tp ASTM C 923 OR b - - NEOPRENE Bf70TS EMBEDOEO IN PRECAST BASE WiTH STAINLESS f0 VATER ME1ER WHEM L~[iKIN6 FROM M~NOI.~THIC "Y' W/ ~ 1/d flEND PITTIN~ ~ ~ - ~z' I THE ROAD4fAY OR SEWER MAIN,
STEEL COMPRESS]~N BANDS. bd Mn+. - 6d Mm. 4, ALL CLEANDUT 3TACKS PLACED
z~~~ 5. HANH~LE INVERTS SHALL BE MSTALLED USING BRICK AND C'~']Q B_g ~ A A MORTAR, OR MAMip~ES MAY HAVE MppRBASE SECT(ONS WIiH SE N ~ r.~~i~~. AT TH~ EASfMENT (R1GHT ~f WAY7 i LSNE (!R PIACED 1P3 PAVED AREAS 1' STIJB W/PLUG _ rv n arv ` SMALL BE INSTALIEB USING CAST
PRECAST IMVERFS. - 6. lffT HOLE$ SHALL BE PLUGGED AND FILIED FLUSN VITH ~ IRON PIPE WITN BRASS PLUGS, ~i ~~Z CAST IRON, DQUBLE-MfB 4' ll4 OR l/8 BEMD
NORTAR. CONNECTORS (30' MINJ MAY BE 4' GAST IRON SOII P1PE OR M N~ WE T-LBS USED Tp TRANSIT117N FROM PVC 4' DUGTIIE [RpN OR
>o<o~o oao~o^o^o~o~o~o^o~e au aetac ar~n r~rae si+a R c v a B B LL E lE E t/2• MORtAR PARGE COAT ON !kS[OE AND IXITSIDE. F AN ] 0 MONOUTHIC "Y" V1/ A' PVC (SOR 26, 160 PSU ~~2~ 1 COVER ~20 SERVICE PIPE V4 BEND F[TTING
SECTION A-A ~ ~ ' E~"~~ . ?OTAL 300 5• All PIPE VITHIN RIGHTS t1F u N i WAY SHAl.L NAVE PUSH-~N JOINTS SE ER MAI
E%ISt. STA6LE MINOR HEII C01PnClE? SU~iItRBE SET N4HtlLE Qv SEl W~NIc nm, b~ ~s~ s ux SECTION A-A ~~`a-u~ wamoe~ ~no 6' +s sci M„xa,E a„ r-~o v~• - SPECffFCAiION VITH ELAS70MfRiC GASKET SEALS. aix s~ +s~ sroc ~ 3i ~~Z. - CLASS ~0 CAST 1RON MEETING
CONSfAGCTION NO'tL5 ON 5~0. D1fG. /.l. LqST. ftl1AE RNCNF ~ Pf~LA3f CQIICRBTE YARNOIB NOT65 . C~IPACtEO SUBGRA~ casr. sr~c ~+au+ vcu i MEETING ASTM A-48 UITH FULI 6, SIX lNCH AND IARGER SERVICES c~nctEO S°°dr^a r-9 iUl.l BfTUMINOUS COATING SHALL C~NNECT AT MANfI~LES.
PflECA~T CONCRETE MAPJHOLE PRECAST CONCRETE MANHOLE NOTES PRECAST CONCRETE MANHOI.E WITH iNSIDE DROP SIDE DROP STANDARD MANHOLE RING & COVER STANDARD 4" SEFIVIGE IATERAl.
GTY OF ROCKY MOUNT - 4 i ` s CITY OF ROCKY MOUNT - -0;Z R" CITY OF ROCKY MOUNT - _ R VISI NS CITY OF ROCKY MOUNT - 4:6 ' R~ " CITY OF ROCKY MOUNT - a.i2 ~
DEPT. OF ENGINEERING s DEP1'. OF ENGINEERING °A D~PT. OF ENGINEEft[NG ~4 DEPT. OF ENGINEERiI3G DEPT.OFENGINEERING " • 'EVS _
oa-io-ss 04-IO-99 " Q4-l(?-99 Q4-1P-99 ~ Q4-10-99 04-10-99
MANHOLE CONNECTION
a ' " ~m al,uc varear[a+r ce~c[t
' '4 HYORAU.IC ~ENT~u ~ FIU.£0 VITH

PRQPER7Y FIRE HYDRANi, PUMPER NOZZLE - HYLI~ANT GENE LINE O TO FACE STREEi NT ENERA CONSTftUCTION I~OTES ~ADE 3'6~ MrN. DRA G L P;~~ ~ T'~ ~ p ~
- , D~~~~~~ r~ ~p,E Swu e~ twco NpTE~ FOR HYDRANT MSTAI.LAT1tlN ON EXISTING MAIN, USE TAPPING SLEEVE ~IRE HrURaNi~ HrORaNT SNn~~ BE A~ i ~ HYORANT SHALI BE AVNA L502, IX2Y BARREII, URY B[MNET, THREE-w'AY HY~RANT V1TH ,
p. ~o AND VALVE PER STD, Na. 5•12 6' n1N. aURr, 4 I/~ . , o , ~ f 2 V2' HOZE NORIES c . , • • BREAK-AVAY TRAFFIC 6' H1N. BURY, 4 I/2' MIN, NA1N VRLVE OPENING, 4 I/2' PUMPER NOIIIE, TWO EA[H ~ . 2 V2' HOZE H~Z2lES~ REPLACEABLE BR~NZE NOZZLES WITP NATIONAL STAN~pRD THREpDS, ~ BREAK-AVAY TRAFFIC FEATURE, AND BRIBJZE ON BR~NZE SEAT RINGS. NYARANT SHALL I x ~
, p' a~~. P,' ~ ~ z Q VALVE BtlX PER Navf pEN'rnG~n SruPl y i S T?, N( 1, 59 c C O U N T E R- C L O C K V I S E.~ NAVf PEN7AGpN SHAPE? l5 SIDEU~ OPERATING NUT AND SNAI.L OPEN TURNIN6 LEFT ~ B~ Q A (COUNTER-CLOCKVISE.~ 3' ~ j ~
~ N SIDE4ALK MAHUiACTURER9 AMERiCAN ~aRLING MN - - - = 3~ .L pMERiCAN ~pRLfNG MK-T3-I I, i' ~
w PVC MAIN CONNECTION V PAVEMENT NUELLER CEN7URION + NEW VCP MAIN COIVNL+'CTION NE Y I KE~°Y ~"`~o'"" B17R l~I ' ,~y NATERpUS TREND IOC NUELLER CEN7URION A421 ' ; ~ _ _ , w r' ~i.'~ ~ ` KEn~t+EDY Gt1aRUiMt ~ ~ B~ ~ I! ~ NATERpUS TREND IOC f .
CISP (S1A OR HYY~ F'EIGHi> SOR E6 PVC V/PUSN-0N JOQRS I . l0 CU FT, MIN. ' AUWA C509 PAMU CHpINS SNAIL BE REM ~ ~ ~-,1 ~ CHpINS SNAIL BE REMOVED. AND HYDRANT $HALL BE PAMiE~ M'ITH RUSTpLEUM k%0 ~?.~4.
CRUSHE? ST~NE ATE VALVE V/ FEDEFaI SAfETV RED. Nfw0.lTNtt'r~ ' pF pIERT SEalES I~a fEDEFaL SAfETY RED. N~ZZLE LRPS nHD BUNNET SHALL ALSO RECENE A CCAT ~ OF nLERT SER1E5 1~40 SILVER WH[TE AS NFNUFACiURED Br fERRR. lNC. PLAN ~
5 V+ ~wD W/ m CIU1PRCiED BACKFtI.L MJ CONNEC1ItlNS ~D~~Y~~ ,y. (TAMPED IN b' LIPTS> ~IL/GREASE~ HYDRANT SNALL 8E 0: vr i~i eua aa SfC7ICIN SECTIqN HYDRANT SNALL 8E OILED UR GREASED AS RECO~MEN?ED B~" MANUFALtURER AfTER A
'FERNCll' dR OMR WlIBIMEA FIFifNG W~ INSTALLAtION. AiPRqV€0 C~I~PNFSSION cot~tr+c ~S~Er ua~, 6' D[P BRANCH P1PE (5' MINJ SEaI M RCSTRAINT~ Af,t [NSTAt,LATIONS S INSTALLAtiON. I Af,t [NSTAILATIONS SHALL HAVE CUSS A CONCRETE 6LOCNfNG PIACED BEHIND BOTH TE A H T A ~C NOMiNAI TRENCH
TEE AND Hvp2nNT, E IpCKMG FLANGE CO~IP TEE AND Hvp2nNT, EN LfEU OP 7HREADEO &tIDIE RODS, A~R~VE7 GRIP RtN~ aT OCAMETER A H C WIDTN IpCKMG FLANGE CWINECT[ONS NAY BE USED, BOTH GRIP ~~NGS AND IOCKMG FLANC~ES ~ ~'a " 6 P~AN I,
SHALL 9E U1. LISTE? i _ _ _~~I 6ESS THAN 350 PSl ~ SHALL 9E UL. LISTE? ANO F.H. APPROVED WRN A RATED u~KIN6 PR£SSURE OF N~T M ~'6 6' ' 1'0' ~i 6ESS THAN 350 PSl MITH N MIN. SAFETY FRCTINt OF 2~L I.OLKING FI,ANGE WNNECiION$ ~CJOO P.S~I, CONCRETE ii ,e~ ,4.
~ 3/4' BAIDLE R0~ 6 tIE B~U S1+ALL ONLY BE ERM CONC, SET7ING SLAB EACH SiOE 111Tw0 C ATS OF PROVIOED. SHALL QILY BE PERMITTED kHERE PROPER PInCEMENT aN0 GRAOE AOJUSTNEN7 CAN BE CLASS H ~ 2't' 1' I 3'8' aanviocu. REQUIREll
4" SEWER SERVICE C~NN~CTI4N r-3• K i'-3~ z a- r~~cK ~ BITUHIN~US CQA?ING THRUST BIOCK CONG THRUST BLOCKING OMPACFE6ESUBGRADE 2500 P,S,I, C[INCRETE ~ a' ' CLASS B 'a' t~"~ ~4~ '~e'
v CiTY OF ROCKY MOUNT - 4.is REQUIRED ~ • ' ~ • BEND & BLt3CKING (1F 11 tl4° BfNDS
DEPT. OF ENGINEERING ~ HYDRANT IN51'ALLAT[ON ISI~ET 1 OF 21 HYDRANT CONS oa-io-~ v" CiTY OF ROCKY MOUNT • v CITY HYDRANT CONSTRUCTION NOTES (SHEET 2 OF 2} EN R ~ W TR CHING & BLOCKING OF TEES CITY OF ftC~KY MOUNT 5.20
5.l DEPT. 0~' ENG[NEERING _ DEF CITY OF ROCKY MOUNT - 5.2 " C[TY OF ROCKY MOUNT - 5,24 DEPT. OF ENGINEERING 07-~~~ ' DEPT. OF ENGINEERtNG 04~7~ - DEPT. OF ENGINEERlNG _
o4~r~ro j- 07-13-Q1
I ~I
I
STANOAR? VAIVE B~X ~ ~G PER STD. NQ 5.9 j i p~~T ipaS MnY BC ON DUC7ILE
I v,~n d v.r vwns j n~nxce m.ccmw 1RON MAINS ONIY. ALL OTHERS 1ERS ~ ~ ~Bq t M N. ~~i 7 1' PIE~ Plt~i -l0 1-I/ ~
RDADWAY ~~n °t vrtP". SHALL BE MA?E WITH A TAPPItXi ~ ~ ~ ~m~~ SA0111.E PER T-M.ISA, ~ ~ WATER ,ISA, ~ ~/16' 7 S/l6• I WATER MAIN ~ a ~--6 S/~6'--~
~cm~rmicm oti, I ~ I S 1 ' N ` " SEE 1[TAfL FOR STMIDARD VATER ~
~x j vn~sxce aMx i I ~ TAP 1NSTALLATION STQ ~Q 3S ~ N 1
CORP~RATI~N STOP ~ ~ ( isme m I~N STOP I !/8' N B~ SHUT OFF VALVE AND R~PDNPY BpX q SHALI BE PRpV1AED FOp ALL RSSEMBL[ES, 3~ 1
' ' ' RED BRASS OR ~ ' ~.e COPPER NIPPLE SERVICE l[NE NR POIM METERS OR I.ESS, A ClAt6 STOP ,j~E SHALL BE PR~VIIIED. f[Mt FIVE OR MORE 7/16' 4 S/8` 7/16' ' ~
~ , . , . E TYPE K SOFT CpPPER .o.~.'~ ' ° ' ~ wwwcavta- T CpPPER I~TERS, USf A 2' I.B.BN 6DUBLE IDSC OR ` RESIUENT WEDGE TYPE 6ATE VALVE. ~a 1 N ~ { ,
YKO 61 ME1R 12l ~LSF10.T. / ~ ' . . y~ ~~jq~'µTM,.w OMM MOES .i.' l ~ 4 ~ MIrE~ . ~ ~ .
s~ass v~.uc ~a~'~"r .vwmc i a n. onmco \ i, vqLVE BOM SHall BE tELESCOPIC ~ ~ ~ BRASS TEE (NAILEABLEI ~ Mi7H SCREH TYPE ADJUSTXENT. SECTION iLLEABLE) 3/d'%'F'%'f' (TYPICAU -~-t°` 2, vnA.vE 60X SHaLI BE CASt GRpI
2' IRpN BODY, CONCRE7£ HLOCKING S~ yp~ qq BR~SS NIPPIE cMALLEABLE) BRUN2E MOUNi 'F' X 6' RYPILAU RYPILAU N I ASiN A-48, CUSS 30 IRLtiI 6$NALL
TMQUST CQ.LAR ~TE VALVE ~p gRASS ~t BRASS NIPPLE PER S7D. N0. 5.20 COPPER NIPPLE "~s~ 'F' X 12' BRASS PL~i ~ N BE FUl.IY BITUMIDSpJS LOAiED FOR ~ DIRECi 6lRIdL, NQMINAL TRENCH LE r°u 3. VALVE ~M SHn1.L BE VBN-TE-3H AS DIAME1fJ2 A B C YIDTH
SET tN MIDDLE ff 2' x!2' ~ ncita euacs wc ro rucco a~ narco w+tu. FULL JO1NT Q&ZO'l ~D BRASS INt wir. rra n axi.tct A ~{I, K7ER3 S7W l tEAB U~ CU1IC FFCT. COPPER NIPPIE «n x-nm m w~xc s~e a ~[rtrts swu a~ wnc~uue raa crrr ar nodcv no.«r aar. T- MhNUFACTURCD BY pEVEY BROII~RS, a 3/8' I N INC. OF G0.bSBl7R0, NC OR APPkOVED . ,
2' % l2• M.l CQiDUtFi1IN S10PS, Oltt S1pK, END CMECiUtS, ETC. 9uLL p04Tt iN P IUKRk CR ~ASS N4MFACTUIEO !M ACfDRbVYE VITi ~WR CA00. ~ W~~~~Y. 1 STRNO1Nf, IN STREEt tALING HUJSE. VAtER IEiERS = EWa., 250D P.S,I, CONCRETE 1'u' ~ e~a• PLAN ir r~ iNSrai.~nr~m+ ~Tnt~s, s~ I
MECHANICAL JOINT iu mw rws wu ee mrc ARE ro HE tAtRtED 3' a[c+tr scuca sradc. nm sare dass. rw m rw¢ 6 MEttx em SxnLL ~ Fmrt d~EStE~+t Bm~ RmoE~ cNt-ex~ Nt TO MDIVIDUI TAPPED PLUG P¢Q ~VIC[ GppL[S tORYMG s~ z ai~~ dt cE~u•+~~ roa t~ as wva~utuaEO er rorto hEtm e~ass m~e sro, r~. s.io, CLASS B ib• ,e• r. .io, TO MDIVIDUAI MEfERS X~~' REQUIRED 3'0 P" 3' '
vtm wvn cem ~C ~p, Q µ pppppyEO EqNy, 19AL. (AT R[GHT 0~ EASEF~NT (AT R[GHT OF VAY OR - I-~---6 7I8'---~ 4 3'0' 1'0' 3'0' 4'0' EASEFrtNT LINE) 0' 4 9" 1' ' '6' 4'6'
5/8" x 3!4" ~ 1" WATER SERVICE STANQARD G~ STANQARD GANG METER ASSfMBLY STAiVDARD VALVE BOX TRENCMING & BLOCK(NG OF 2211~° BENDS
STANDARD 2" BLOB OFF DETAIL v N CITY OF CITY OF ROCKY MOUNT - s.6 ' CITY OF ROCKY M~UN'T - 5,s C~.~
~ S` " CITY OF R KY • CITY OF ROCKY MOUNT - 5.5 OC MOUNT 5.4 DEPT. OF' ENGINEERING ~ DEPT. OF ENG[NEEftING 2-~~~ - DEPT. OF ENGINEER(NG Y OF ROCKY MOUNT g,Z~ DEPT. OF ENGfNEER[NG 64-07-00 - ~~~~~0 DEP'f, OF ENGINEERING " _ 07-f3-QS
aPPRpvfU t4n10D Fpa EXiEnS10n STANOaRD vatvE BQX N~TE~ VAI.VES SHALI BE AMERICAN pR OF' va~vF eqx 7oP SECr10rt ~ MUELLER, ~EN LEF7, TAPPING SOLIC CONCRE?E Ut BR1CN OvER SLEEVE AND VA~vE SPECIF[ED BLOCNING SHnLt BE USED 314' ALL-iM2EA? aHOVE TOP 0~ P[PE
AS FOOTING F~R IRICTILE STEEL ROD tCUT Tp _ [f20N P1PE TEE LENGTH> ~r GATE VAIVE : VAIVE I
~ ~ 1' D1P N[PPIE I
~ • • • USE S' fE0.VY WEfLHT
CASi IRON SO[L PIPC ~ 1 D 0 0 ~,~~A S1AB'IN SOR F~t EXTENSI@!S ~ ~~X 0 0 0 0 3' i ~i
VALVQ ~IX P~~ CASNET etrrTm~ s~cno~ ~ NOTE~ ExTENS[QV OF vALVE BO% USIN6 StRAlGHi PIPE - , ~ . I
$HALL IN1lY BE PERMITTED TO A DEPTH OF SI% <67 FEfT, V~~ . O 0 0 S • Fpi UEEPER VALVE [NSTAI,LAT[OMS, STEM AND OPERATING ~ B~X ~ A \ I ~
Nl1T E%TENSIONS MUST ALSO BE PROVI~O. rn~u euc~a~ ` PLAN '.4+~-~-*L . ~
CLaSS A OU7S[DE PaVEMENT INSiAI.LATCpN - o< > CIMCRETE o,° v~LVE BRX rAT T"°P~ THRUST BL K Jt7(NT LONNECTIONS SECTIqN
6' MIN. P' a~ ~~o v, TO CONt~~T SLEEVC OC ING PER ROU REQUIREr THICKl~.SS MAIN tAR vaLVE VALVE STA iJO. 4.27 BRANCH SIZE ti0. ROU REQUIREMENTS BRANCH SIZE ti0. OF RODS
NOTES ~ GENERAL NOTES 4~ 1. U3NCRETE SHA1.L NOT CONiACT BOLTS 4" 2 EA. NOMINAL TRENCH
o v a OR END$ 9F MECHAMCAL JOMT fITT[NGS~ t. ONCE INSiALLED AND TIGHi, T1i[ $TEEI ROD$ AND BOLTS $HALL B~ , 2. SEE STANDnRD THRUST BLOCK TABLES, j BE CpqTED NITH 2 CDATS OF BITUMINDUS BASE PAINL g" B" 2 EA. DIAMETER A B C kIDTH
IN PAVEHENT INSTpLLAT[ON FpR AREA OF LaNCRETE REQUIRED, 2. CDNCRETE $NALL NOT CON7ACT BtlLTS OR ENDS Oi +o ° V, MnIN yp~~ v, MAiN 3. 2590 PSI CONCRETE CLASS B REQUIRED. E%[S~i1NG 0 0 L.~ MECHANICAL FtTS{NGS. 12" 8" 4 EA. '4' '0' i2" s Ea. e' PLAN
ATER r r v 4. TaPFING SI~EEVE & VALVE SHA~~ BE &1lTED ~!N 3. E500 PS[ CIXJCREtE LIASS B REQUIREA 1B• ~ 2 ' v ' iN PLALE G PRESSURE TESTED PRIOR T~ ~ I vo o.o +'v TAPPING OF E%ISTIlVG HAIN, 20" I is" s EA. 250~ P,S.I, C~NCRETE 3~0~ ~~o• ~a~ ~
0 v a~ ~0 i . . , ~ ~ 24~ I 20" 6 EA. CLASS B 24' 4'0' 20' 3'6' 90' z4" a Ea. REQUIRED ' '
' S 4f ~ ~ SHOULDER SLAB crnoaereb"s~,~6exe~
BEND 8~ BLOCKlNQ OF 45° BENDS ~H LINES N
VALVE 8bX I~JS7ALLATION DETAILS TAPPING SIEEVE & VALVE RESTRAINED TEE & VALVE FOR BRAtVGH LINES R" ' V" CITY OF ROCKY MOUNT C1TY OF ROCKY MOUNT - y.Z2' - 5.i3~ DEFT.OFENGINEERING . e
C I T' Y O F R O C K Y M O U N T - CITY 0~' ROCKY MQUNT - s.iz - 5.to DEPT. OF ENGINEERING DEPT. OF ENGINEEftING DEPT. OF ENGINEERING ~~7~ _ pq-p%-pp " 04-07-00 0'1-13-O1 04-07-00 -
SHEET N~,
DESIGNED C~V A ~ ~ A A ~ n nnnni n Trn APRIL 22,
I A l f-' n ! ~ \ / /I A 1 I / 1 I 1 /I /1 ~ ~ -r-, , „ r- r-, ~ . ~ . ~ . , ~ ~ ~ -r- n ATE ~ 2002
VHUl.11-IHIV HOOVI.IH I CO
DRAWN CLV 308-A Mlbxook Road Landsca e Arch(tects VVL~--)Lt- rlz~IV VILL/~bL c,//Y ur Kuc,K r /uivuiv i PROJ, #
CHECKED CLV Re,leigh NC Plann(ng Coneultants
Telepham Raleo 0lfica 919-844-555t3 mei addrem PO BOX 20828 Far. 99-365-6883 SUBDIVISION DWG FILE # PatioRMt B.DWG DF
REV,NO, DESCRIPTIONS DATE DATE RA(,~H NC 276I9 RCB, OWKXP 919-365-3OO
REVISIONS