20031005 Ver 1_MAPS_20030813

SYMBOL LEGEND GENERAL UTILITY NOTES GENERAL SITE NOTES • >,~or7~co ~ ~o~~o 0
U11U1Y CONTRACTORS SHALL COORDINATE UTILITY SERVICES WITH 1. THE CGNTRACTGR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, 1" SERVICE SUPPLYING (3) 3/4" WATER METERS. ~~~ON U
THE ILDING MECHANICAL PLANS. UTILITY CONTRACTORS MALL CERiIFlCA110NS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. WATER METER & BACKFLOW PER DETAIL ~ ~~j00 ~ ~ I I -
~ RESPONSNW.E FOR INSTALLING SERVICES TO WITHIN 5 FEET OF 2 THE CONTRACTOR SHALL NOTE THAT 1HE DRAWINGS ARE THE BUILDING q)NNECTION POINT. SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, N GATE VALVE ATT'ENTION CONTRACTORS ~ ~ ~
2 TRAFFlC CONTROLS FOR ANY U11LIlY WORK WITHIN 1HE PUBLIC 1RANSI110N, FlTRNG, ETC. THAT NAY BE REQUIRED FOR A ~z~~ M~ ~ o c~
PoGHT-oF-WAY SHALL BE IN COIW DANCE WITH STANDARDS OF THE COMPLETE AND WORI(ING SYSTEM. ~--?f+ BLOW OFF ASSEMBLY NORTH CAROLINA MANUAL ON UNIFORM TRAFFlC CONTROL DENCES 3, TI{E ENgNEER AND/OR OWNER DISCLAIM ANY ROLE IN THE The Construction Contractor responsible for the extensron of ~ - I I ~ water and sewer, as approved in these plans, is responsible for ~ ~ ~ ~ ~
3. ALL CONSTRUC110N SHALL COt~0181 1T) LATEST qTY OF RALEIGH CONSTRUC110N MEANS AND METHODS ASSOgATED WI1H 7HE --1 WATER LINE contactingthe Central Engineering De rtmen~t 831- ~ ~ ° ~ ~ ~
STANDARDS. PRO~CT AS SET FORTH M THESE PLANS. .}l,l. WATER LINE FlTTINGS Public Private ~ ~ ~ 6810, and the Public Utilities Departmenl~t 890.3400at ~
4. qTY OF RALEIaI WATER MID OR SEWER PERINTS ARE REQUIRED. 4 CONTRACTOR SHALL MAINTAIN AN 'AS BUNT" SET OF ~ THRUST BLOCKING DRArNNGS TO RECORD THE EXACT LocATIDN OF ALL PIPING UTILITY TAKE OFFS Sewer Collection /Extension System Water Distribution !Extension System least twenty four hours prior to b innin an of their construction. O _ x ~ The City of Raleigh consents to the connection and extension of the The City of Raleigh consents to the connection to its ~blic water ~ g y • O ~ p ~
5. IRRIGATION NE1ER SIZE AND LOCARON TT) ~ DE'IERMINm BY PRIOR 1D CONCEALMENT. DRAWINGS SHALL BE gvEN to THE ~ FlRE HYDRANT ASSEMBLY (6") Tn. BUILDING PLUMBING ENGINEER. (SEE APPROVED PLUMBING PLANS ENGINEER UPON COMPLEROM OF THE PROJECT YA1FI A COPY OF Cii' City's public sewer system as shown on this plan. The material and System and extension of the private water distrilxrfion systerrr as ~ ~ ti
(PERMIT SET) 1HE TRANSMITTAL LETTER TO THE OWNER. ~ SEWER MANHOLE coi WATER uNE Sla Construction methods used for this project shall conform to the shown on this plan. The material and constructions methods used for FallUre to notify both City Depar6nerrtsin advance of beginning ~ standards and sp~ifications of the City's Public Utilities Handbook. this project shall conform to the standards and specificatiimes of the construction, will result in the issuance of monetary fines, and
5. ~ DEPARTURES FROM THE SPEgFlCA110NS OR DRAWINGS ARE 1161 LF. - 8" DUCTILE IRON (PRIVATE) N TES DEEMIED NECESSARY BY THE cawnRACTaR, DETAILS aF SUCH • DOGHOUSE MANHOLE WATER ~ 25 LF. - 6 DUCTILE IRON (PRIVATE) Cir City's Public Utilities Handbook require reinstallation of any water or sewer facilities not inspectted
i. WATETtUNES, !2" AND SMALLER, SHALL BE OUCIN.E IRON PIPE MEEtiNG THE REQUIREMENTS DEPARTURES AND REASONS THEREOF SHALL BE SUBINTTED lO TIE ENatN~tt FOR REVIEW No DEPARtURES FROM THE CONtitllCt PROPOSED 4"SANITARY SEWER SERVICE Pui City of Raleigh as a resuft of this notification failure. Public Utilities Departrnent Pemtil # City of Raleigh
OF ANSI-AWWA CI51 PRESSURE CLASS 350 DOCUMENTS SHALL BE MADE W17NWr THE WRITTEN PERINSSION SEWER LINE PROPOSED 8" DIP SANITARY SEWER Pubiic Uti?ities Department Permit # Failure to call for Inspection, Install a Downstream Piu have
2 HYDRANT 1HREADS TO BE APPROVED BY d1Y OF RALEK;H. OF THE OWNER. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER FROM FU11NiE GRADES. 382 LF. - 8" DIP PUBLIC - EXISTING 8" PVC SANITARY SEWER Aul 6. 1HE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMSES ( ) Authorization to Constnict 9 Authorization to Constnxt Permitted Planson the Job sit4 or any other Violation of City of
FREE FROM ACCUMUUTKINS OF WAS1E MATERUUS OR RUBBI91 CAUSED Da'~ Date _ Raleigh Standardswill result in a Fine and Possihie Exclusion
8Y HIM, INS EMPLOYEES OR HIS WORK. ALL DEBRLS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. Date from future work in the City of Raleigh •
SEWER NOTES
i. SPACE d.EAN OUTS AT T5 FEET MAXNIUM. LOCATE CLEAN OUTS AT ALL VERTICAL AND HORIZONTAL CHANGES OF DIRECTION.
MININIM~I SLOPE: WTSN~ BUILDING 4" PVC SEWER SERVICE a 1.00 %
2. SANITARY SEWER CLEAN-WTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY-DUTY TRAFFlC BEARING CASTINGS.
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NOTE. CONTRACTOR TO VERIFY LOCATION OF - - - - - ~ _ „W :x~ ~
~W 9 S88135 231.11 WORK ~ n . ~ , 1.52 EXISTING UTILITIES BEFORE BEGINNING ~ ~ f 31.11' 2
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KNOW ALL MEN BY THESE PRESENTS THAT CERTIFIES
1y ono THAT HE tS THE (VICE) PRESIDENT OF NORTH CAROLINA
G~ AND THAT THIS CORPORATION IS THE OWNER OF THE PROPERTY SO INDICATED HEREON, AND THAT IT DOES HEREBY DEDICATE TO PUBLIC USE AS STREETS, GASTON COUNTY
f`~'~ TOTAL ACREAGE; 31,50 ACRES ALLEYS WALKS PARKS PLAYGROUNDS, OPEN SPACES AND EASEMENTS E d r FOREVER ALL AREAS AS SHOWN OR INDICATED ON SAID PLAT. I, ALICE B. BROWN, REGISTER OF DEEDS IN AND FOR THE AFORESAID I• hereby certify that the proposed subdivision plan was
"A TOTAL LOTS: 37 DATED THIS THE DAY OF , 20_. COUNTY ANO STATE HEREBY CERTIFY THIS TO BE A TRUE COPY OF evaluoted and that each lot Is eligible for an improvements permit to be issued by Gaston County Health Department. The following symbol indicated that the A DOCUMENT WHICH IS RECORDED IN BOOK ,PAGE _ . lot is unacceptable for septic tank system and improvements permit is not issued
WATERFRONT: 6 WITNESS MY HAND AND SEAL OF OFFICE THIS DAY OF for that lot,
'QG s OFF WATER; 24 20~•
'13~ ~ NAME OF CORPORATION) ~ ~ SERVICE; 7 ( ALICE B. BROWN
~ ' TOTAL SHORELINE: 1,007.37 REGISTER OF DEEDS ~ lyt Oata Environmental Health Division, Gaston County Health Department BY; ASSISTANT/DEPUTY ~A,
l10 BOAT SLIPS; 5 (PRESIDENT OR VICE PRESIDENT) A~
R~ ATTEST; s ACREAGE OF DOCKS, SETBACKS Gy 3
FILED FOR REGISTRATION AT O'CLOCK M
~ AND RAMP, IN WATER; 0.247 ACRES QU (ASS'T SECRETARY), (ASS'T) CASHIER r~ ON THE DAY OF , 20 _ ,
~'ATEltS I I
REGISTER OF DEEDS L
ON MAP-NOT TO SCALE NORTH CAROLINA ~
GASTON COUNTY EROSION ONTRO NOT _ - I C L ES COMMON OPE:
40.0' RIG - - _ SPACE #3 _ _ 40.0 RIGHT of WAY ~ 5,983.71 s . ft. ~ ON SITE BURIAL PITS REQUIRE AN ON SITE DEMOLITION
THIS DAY PERSONALLY CAME BEFORE ME WHO BEING BY ME DULY SWORN, SAYS THAT HE IS THE (VICE) PRESIDENT - - -T q I LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. - 0.137 Acres •
OF ,AND THAT THE FOREGOING ~ JEFFREY DEN MITCHEM I AREA 1 RESERVED
INSTRUMENT IN WRITING IS THE CORPORATE SEAL OF THE COMPANY, AND THAT SAID WRITING WAS 51GNED AND SEALED BY HIM IN BEHALF 0, DB. 2871, PG. 97 I ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE i FOR FUTURE PLAN IS A VIOLATION OF THE N.C.D.E.H.N.R. EROSION CONTROL ZONED RA LPIN(F) THOROUGHFARE LAWS AND IS SUBJECT TO A FINE.
Review Officer of OF THE CORPORATION, BY ITS AUTHORITY DULY GIVEN, AND HE 6.0 ' 24' .0' 6.0' 1 419•a'~ 7.4 50.55 7,145.29 sq. ft.
ACKNOWLEDGED THE SAID WRITING TO BE THE ACT AND DEED OF ~n County, certify that the map or plat to which this THE CORPORATION. PAVt PA ENT \ ' g" E 3 GRA I M TH N T P „ 36'06 5 230,81 0.164 Acres D NG ORE A ONE ACRE WITHOU AN AP ROVED
lcation is affixed meets all statutory requirements for WITNESS MY HAND AND NOTRIAL SEAL, THIS DAY OF 1/4" PER FT, , ding. 20_ . SLOPE • 1/4" PER FT, 11/4 PER FT. \ I EROSION CONTROL PLAN IS A VIOLATION OF THE STATE w ~ ~
3:1 2' I SLOPE I.PIN(F) 101,05 , ~ -k C ~ ~ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 2' ALLEY CURB & GUTTER •1 ` M ~ rn ~ ~ pr
~ I ~ STABILIZATION IS THE BEST FORM OF EROSION CONTROL. r ~ ~ ~ U TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
w Officer 'TYPICAL PAVEMI (PICAL PAVEM NT STREET z ~ ~ ~ ~ ~I Z ~ CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN l y I t o
1~~ MY COMMISSION EXPIRES: RESIDENTIAL RESIDENTIAL STREET ~ ~ N~ 37 Z ~ a ~ SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION ~ I c0 ~ F ~ SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST
\~0 PAVEMENT SECTIf PA M T SECTION ~ ~ ~ L1 I r~ U a' ~ I N I rn ~ 2 BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF
6" ABC - - \ MARSHALL F. ItiiTHEM 2" I-2 6 ABC ~ ~ CtiL ~'Z" GRADING. ALL REMAINING AREAS ARE Tp BE SEEDED AND " I ~ / L24 o
~ ~ DB, 1304, PG. 861 2 I-2 I \ ~ / ino I ~ co MULCHED WITHIN 60 DAYS. I m ~ V o0. ~ V •
/ ~ \ ZONED RA 36 ~ o~ I ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT _ I
ZTIFICATE OF APPROVAL FOR RECORDING / \ ~ ~ DONNA E. MARtoN N ~ 1 ~ MAY BE REQUIRED BY A REPRESENTIVE OF THE DEPARTMENT MARSxALL F. MITHEM I ~ Z~ C43 ~ t.2 AREA 2 RESERVED
/ ~ DB. 2018, PG. 471 ~ / \ ~ ~ ~ G. 881 I / OF ENVIRONMENTAL AND NATURAL RE50URCES. DB. 1304, P I o / L1o I FOR FUTURE
EREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN / ~ ~ ZONED RA ~1 COMPLY WITH THE SUBDIVISION REGULATIONS FOR GASTON COUNTY, / \ / \ ~ ~ } ND TO / I ZONED RA a ~ o~ ( 4 THOROUGHFARE III ~ 0 A ~ SLOPES SHALL BE GRADED NO STEEPER THAN 2:1, I ~ ~ I / y , ~ ~ 6,565.97 sq. ft.
TH CAROUNA, AND IS APPROVED FOR RECORDING IN THE OFFICE OF THE 'y \ ~ / ~ / \ / i I v' wl W / o`' ~ c,~ i~ Lt1~ `0 ti ~ 0.151 Acres I I ~ N •
STER OF DEEDS. /MARSHA LYNN `~ITCHEM / ~ / \ ~ i / DB, 2411, PCB. 8D / I ~I~ l / ~ t- ~ W I COMPACTED BERM I N \ / ~ W
• ~ I \ ~ I BARBARA A, MITCHBM ld V / ZONED RA JAMES B. A, MITCHEM MARTIN I IFIN(r~ / _ ~ . N~ FILL 5LOPE SEEDR& MULCH ._o„
CODE ENFORCEMENT \ I / / ~ JOHN DANIEL MART1 / BOAT RAMP 1 Lot.D sP 1 MrrcllEM 1 ~ DANIEL MARTDQ I 77,84 9 C4 / m AF1E CONSTRUCTION MIN. 8 7 E 3 ~ 63.0 ~ 50.11 2762, PG. 6 I 36 130 g,25 0 / 49.71
AREA \ ~ ~C I / DB, 1782, ~ DH, 2762, PG. 86 ~ I G / 1 PG 3 6 I ZONED RA COMMON OP N . F. PIN(F) ~~a~L / 4 ' S 19 ~ / .77 I.PIN 12" MIN, 2 ZONED RA LPoN(F)I ..r ~ . '1 U y 50. g, (E1 FLOW
1 ~ 1 ~ I • ~ / ZONED RA I Q SPACE #1 " , ~~6 s 1~•og. " 1„ 1 „ 334.7 N 60 3019 E 0 ~ p 120, S C 7 ~ ~ E 94, ' 116.51 ~ i / .I,IHN(Fj 150.5 334.7 ~ I / 0 / '10 4 W SEE CHART 84,31 I o J 1 N36 I 1
~ 16,803,24 sq, f~. 6 p 43 E I 5~g 59 ,TIFICATE OF APPROVAL AND 42ss 56,0 ,Ig, 4 , X21,1 ~ 1 ~ " E I,PIN s ,05 ~ 1 / C sEPTIC ~ I
0,390 Acresl , ~0,, Q Meg 6 / 5564 192 ,EPTANCE OF DEDICATION ~ I•PIN(F) ~ / ~ 1~3,)g ,PINGS i124~71 ,3 .PIN E 201.11 1 Z 48 (o s 29 27 os 1, 5 ~ ~ _ _ _ 1- ~TBACK b . /ry I 30.E ~ I
• ~ 107,11 2~ cn rr 26, 124.71 } - ~ G '1 z / r 35~./ COMMON OPEN I s'-o" TYP, ~ Z~ ~ N 34 35 ~ ~ SPACE 4 \
IFY THAT GASTON COUNTY APPROVED THIS PLAT OR MAP Q 0 94 00 I of 93 I gU1LDIN :REBY CERT ^ s , ~ Z ~,i A CEPTED THE DEDICATION OF THE STREET, EASEMENT, RIGHTS-OF-WAY 5 / \ ~ T , ~ ~ }~c, BOAT STORAGE LOT w •i ~wi~ l I I ~ # ~ cr ~ ~ I h ~ 6,225.43 s . ft. I SEED & MULCH CHANNEL NA UN IN 3 LOT w~ 33 ~ ~ b 0 ~ 0 / ~ q I TURAL GRO D L E Ito / / N AFTER DIGGING DITCH
C 0 RESPONSIBILITY ~ 'MBS ! , S I ~ ~ . IMUM } ~ ~'•I PUBLIC PARKS SHOWN THEREON, IF ANY BUT ASSUMES N 0 ~ 50 ~25 22 0 ~1 w / 1 ~ ~ MIN ~ N W o~ z ~I I / 0,143 Acres • -;I 8108 a~ / / ~ h~ / I
PINION OF THE GOVERNING ti 0 - - - 8 W ~ I i 32 u? )PEN OR MAINTAIN THE SAME UNTIL, IN THE 0 5 a ~ \ o\ I ~ } :I S0. ~ E 10 ~ y 37.68 N 29 / I m, } Z I m Y OF GASTON COUNTY, IT IS IN THE PUBLIC INTEREST TO DO 5~ ^ ~ ~ p~ L I I , »z I m SETBA~ - - ~ L ~ 'r i ~ I DEPTH TO BE DESIGNED WIDTH TO BE DESIGNED ~ I ` / +3 0 Y ENGINEER MINIMUM 12 DEPTH) BY ENGINEER
WS OF THE STATE OF . 9~ 0 ~ ~ ~`F,ti ~ ~ 30 I N 31 } ~ ~ L- • •ON COUN•IY HAS NO AUTHORITY, UNDER THE LA 0~ , ~ j A~+ \ ~ 28 c~ 1 ,I I} C8 ~ ~ / I h N / / EXISTING WELL SEE CHART 8 LOW) SEE CHART BELO
INTAIN STREETS. 0 0 ~ AO,'~Q` ~ N1 ~ 18 } ~ Y BUIIDIN6 TH CAROLINA TO MA 1 6 0 0 l w I e ,r. 1 5 g i \ rn ~ } 9 \ \ ® ~ •W~ / ~ I rn 3o MIN .189.71 57• 105 I o +3 / 2 / ~ Sg~ -7 AND WELL HOUSE ' ~ ( s~ h h
. ~ I.PIN(F) to \i'~ W I 1 D ~L ~ 4.48 ( 57 S I / a •N /SEPTIC LO'~ o' S~
COUNTY MANAGER \ ~ ~ ~4 ~ ~ DjZNE ~ a N C11 Z - ~ - J L ~ 192.64 BASIL w 57 \ ~ \ 04. ~ TE B/ ,4$ C17 C18 ~ ~0 N / N .0~, R. w 5'14 1~S ~ / E ~ s / ,
w ~ 12.15' g " 0 PRNA ,1 is \ \ \ ~I 4 9 86.8 •57'14 E 4 175 t^ 15 \ is , ~ 71.32' 114.04 C $35 175,18 05~ , r .I ~ < 50.0 RIGHT of WAY
N m \ " " 01.15' seTeP N ~ ~I S29'05 49 E 200,20 714 W 2 " ` ` SETBACK„ r' ~ NOS. , O3S° SOS•\ I ~ 30~ F 3p•~
~ \ 0\ 20' soEwALK~ N35'S pUILDING .r '1 r• ~ of ® EASEMENT ~5 , " ' Cl 6 5 8,16 . In 811 ~ a \ ~~`r - ,~g N29'05 49 W 200.20 19 M ~ r } N 810 ~ ~ ~ n~ / 'K N
Z I ~ G 187,32' 30' MINIMU "kA ;+t ~ ~ ~ .~I; 23 ~ ~ ~ m cHAR~..w~' . ~d ~ ,o m ~ ~ ~ ~ ~ 11,U' 12,0'. 24' LO 1+ , i3~ ~ . W~ .
r',CKS ALONG LAKE WYLIE i'~ / , c14 W 11,aa _ _ _ _ N - - ~ ~ SETB ~ _ _ r J ~ / PAVEMENT ~ Ni r/
E 50 W / ?B ~ 0 EN ar ® ~ in 28 ~i , ~ AR a I ~ coMMON P ~ NI; , ~ ~ I 1,.. ,2150 / 1 /4 PER F 1 /4 PER FT,
a. a ~ ry t6 I SPACE 8 ~ ~ 1~, "I 2q w ~ ~ f sE N M ~ I V ~ u) • OI NWM ' ~ CUftDWG- J L.... . c0 ft o~ ~ ~0' MW - J ~ - - •r , n L_ J ~ 3,321.70 eq. I~ ~L_ _ _ „•C 3B LOT Wl. - - - - - fL_... _ _ s42 / o ~ SLOPE- p 1p6.19k~ r+ / ti 3:1 ;1 SLO E 1~g. ~ / h ^ SEPTIC LO h ~
0 o S 31'36 29 p / 0.076 Acres 12 ' ~ 22.27 11 ' ~ 38 " 70.47 - - ,N ^ / 2' VALLEY CURB do GUTTER f, ,q , ; 7 1. 1 W 22.2 4 Y , 2 'm 118.8 0, ~r----- ^o,
^ -159.15 - ~ 0 ? ~ _ 152.13 z ~S 17 ~ N24'49' 96' 136.96' , 36.Og'42 ~ ~ ,I r S ~ / / W TYPICAL PAVEM NT STREET
-1 PLO \ 04 W 74.75 88. „ 644.66 I.PIN(F) \ ~ ~ \ 18 I 187.61' S30'53 57 E ~ ~ ~ ~ S~ / RESIDENTIAL STREET t; ~'L;.~
T ~ KE WYLIE _ 0 2D' `61RAINAGE 3 C? • ~ w . _ - - - - ~ / / ~ s3o-~ ~ 3gv.I PAVEMENT SECTION
' UT1LI ASEMENT ~ _ I ~ ~ ~ ~ •mE 6 4 ~ I`n in('~ - - _ _ - - -1 , i r SETBACK - / r~'/ ~ L=871 cBS ~ O p,l M ~ r BUILDING Z ZI -I 2\ 22 / N ~l E \ a - s" ABc
CATAWBA CREEK ~ . ~ ~ Fo ~ r MIMINU ~ 1 } I SOUTH FORK ~ o z u' , y ~ 2" I-2 tl m ~ . \ / l~s, a ~ ~ / ~ ~ ~ ~,,I a ~ 1
~ r o / 13 v y~Q~ ~L~76.78' ~n ~I I~ ~I ~I~ NI ~r•~~'4} ~n ~,I ~ N / / ~ 3 z ~ ~ to .d lg . 20 lO •I
/ ~ ~ / C I ~ wl 18 ~ I-~ a~ o / /~J / 10 I ~I• : I ~ o~ 'F \ ~ / G~ ` ~ ~t NOTES: ~ \ / 4
/ ~g9 / C3 ~ ~ . ul eoza I r71 ® m m ® v I I ~ s C v 1.) DRAINAGE AND UTILITY EASEMENTS ARE HEREBY DEDICATED
~ ~ SBPTI ~ N ~ ON ALL LOTS AS FOLLOWS: L----~ s\ 1 ~ y
tT ~ ~ 12 \ ~ ~ \ C D21 30' MINIMUM BUILDING SETBACK ~ a o. ~ ~~ti i 11 \ ~s 20.00' , I~ 9 y~, l 10 ALONG REAR LOT LINES
~ \ / ,yo~~ \ 188.17 185.44 170.21 7 a ~ ~ - -40 MBSL - J L~ o - - ,oo \ S28'26'00"E ' ,1 73.55 ~ _ ~ / N 5 ALONG SIDE LOT LINES
~ e+ ~ / ~ ~ . 637.37 >o < ~ \ ' • a. ) O56 ALALA LANE 40 P~~I SATE R/W 37' ~ ~ ~1'~ / 1 1 2.) BUILDING SETBACK LINES ARE HEREBY ESTABLISHED ON ALL LOTS
I \ v r~ N28 26 00 W 637.37 159.12 1146.21 I.PIN ~ \ / N , 192,2 ' 193.17' ' •37' C3 / ?y, ~ AS FOLLOWS UNLESS SHOWN OTHERWISE• PROPERTY IS ZONED R-R; / \ 1 30' FROM FRONT LOT LINE (R/W)
, i \ / 7 200.48 00.0 _ - LPIN(F) N2T56'30 W 30.32' WELLS o l °j / ~ . 30' MINIMUM BUILDING sETBACx R2 --+t-- \ /WELL Jy \ .D~ eW~ _ r-------- 48 51.45' ~ .1 1 25 FROM SIDE STREET (R/W)
\ DONNA E. MARION / 9 W ~a w ~ z ~J z / 1 - -I I ~N - ` Z , 40 FROM REAR LOT LINE Z dq ® ~ \ 15 FROM SIDE LOT LINE
i bo . ~ / F . I ~ ~I I, NI i \ DB. 2016, PGA 471 / S 10 IN ~ o, L "D I ~,Ic 3 I L ~ 0 1
` \ ZONED / ?A' < ~ ~ 9 cluii ~ 8 ~ 11 7 a N J c0 ' ~ ~ Z 8 N 1PELL LOT ~ 3~) ® DENOTES CONTROL CORNER
N y 1 pp~ . JI ~ 1 ~ ^
\ \ / ?6 / \ Z I ~0' MINIMUM m BUILDING Rj SETBACK - - _ ~ m°~~ \ 4•) o DENOTES IRON PIN (AT ALL LOT CORNERS).
\ ~ I I \ g6' I•PIN(F1 CURVE TABLE 5.) SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
/ ~ ~ EGEND \ CHARLES ELLINGTON ~ 117,86 197.94 195.81 200.09 D.09 200.10 103.20 62. ~ 7"w AS DETERMINED BY FLOOD INSURANCE RATE MAP.
\ / ~ DB. 1304, PG. BB9 / ~ N28'29'19"W 1015.00' INES SURVEYED \ / ~ / ~~a ELl[NGTCN RD. (GRAVEL) ' I.PIN 42"17 2 CHARLES ELLINGTION LENGTH karAUS BEARING CFIORD 1015.00 CON N a 15.93 30.00 s0.' s'13"w 15.74 6.) A 20 RADIUS R/W IS HEREBY DEDICATED AT THE INTERSECTION
INES NOT SURVEYED \ / ~ ZONED RAr..-.~ ~ , ,c- / CORNER - .RIYdi~ - LL CORNERS ARE AS NOTED 0 ~ / \ CORNER DB. 1304, PG. 889 C3 13.89 29.86 S56'33'17' 13.76 OF ALL STREET R/W LINES. '--""`-'j'--`-"""" j`----"-'~ C< 122,53 325.00 N54ro5'39'W 121.81
ALCULATED POINT OC,P. - - . \ ALEXANDER LAIIIIdG / / ~ J / I CS 147.90 325.00 N7 5'S7'W 148.63 7.) A 30' RADIUS R/W IS HEREBY DEDICATED AT THE INTERSECTION / a 2x.75 3~s.oo '4 ' 7" Ts.74 OF 50' CUL-DE-SAC RADIUS R/W LINE AND STREET R/W LINE.
NS / / ~ OVERHEAD UTILITY LIE \ / DB. 1937, PG. 852/ • 1 ~ TILITY POLE ~0.~ - _ \ ZONED RA / ~ ~ f I C7 98.88 320.00 14 96.51 / fb 7J.16 320.00 73.00
I T FENCE -x-x-x-x-x x ~ ~ 21 E AL -a-o-o-c-c- \ / 22 / ` ~ 20 / I C9 57.44 480.00 37.41
WOODEN FENCE -o \ / / \ ~ 20 19 c1o 19.25 zaao fa5z ~ / 18 I f / c11 74.31 Saco ez68
LATER METER 0 W.M. \ / / ~ • I FORBBT BAY SUBDIVI INIMUM BUILDING SETBACK UNE = MBSL \ / / ~ Q / G~ • ~ ~ PB. 69, PG. 48 ~'f HAY SUBDIVISION I C12 u.o7 Saoo 4x,35 8. / A ) MINIMUM SIGHT DISTANCE CLEARANCE EASEMENTS ARE HEREBY
/ ~ • ~ ~ ZONED RA PB. 69, PG. 48 ~ I c13 20.14 s~ 1 To.o1 DEDICATED AT ALL STREET R/W LINE INTERSECTIONS AS SHOWN: ZONED RA / C14 111.81 50.00 820'11' 89.93
\ / d \ / J / I CIS 19.25 20.00 N56'4 '1 10.32 / I CI8 41.82 520.00 $ ' 4' 41.81 ~
\ / ~ CI7 22.73.280.00 N33'37'4 ' 2272 z ! I C18 128.05 280.00 18 4' 4'W 124.99 ~
I TING PHYSICAL ~ / Jq~ ~ TOTES; SURVEY MADE USING EX S ~ • . ' / C19 194.82 280.00 75° 4' 190.91 ~ w
EVIDENCE FOUND AT TIME OF SURVEY. / \i ~ ' / I C20 13298 280.00 4 131.73 ~ ' ' 1L . C21 1.85 280.00 188.23
SUBJECT PROPERTY MAY BE SUBJECT TO / J ro NT ~ / C23 104.21 320.00 t 103.75 EME - ~E \ / / N ro51 " Fps c c MENT
RECORDED OR UNRECORDED EASEMENTS, RIGHT-OF-WAYS, SETBACKS AND/OR • ~ - / CT4 120.75 280.00 'S0"W 127.82 - - ' C / / C25 9.14 20.00 S31 T 1'41" 9.06 70 ' 1 1 •
RESTRICTIVE COVENANTS NOT SHOWN ~ .1 ' • / cgs tan Taco ss6'4s'11" 10.0.0 sTREEt R/w ~ / C27 10.18 50.00 6T25'09`E 10.17 THRU STREET
HEREON. \ / C28 98.23 50.00 N06' '49` 8205
PROPERTY NOT LOCATED WITHIN 2000' OF AREA TABLE \ / / C29 87.01 50.00 N87'04'S8'W 62.10 \ / C30 19,91 50.00 SOS'44'22'W 71.67
A NCGS MONUMENT ' / C31 19.25 20.00 N09 8'16"W 18.52 A, ~ .
PROPERTIES TO BE SERVICED BY INDIVIDUAL WELL SYSTEM LOT 1 30,000 s ft. 0.689 acres LOT 22 30,014.10 sq.ft. 0.689 acres VE PRIVATE SEPTIC SYSTEM q ~ acres 1 / / C33 57.05 J2aoo S03ro8'os'E 56.98 ~ ` ~ C34 91.18 280.00 01ro5'it'E 90.78
AND HA LOT 2 30,000 sq. ft, 0.689 acres LOT 23 30,585,46 sq,ft. 0.702 acres 2 OCreS C35 20.52 320.00 7' 1' "W 20.51
LOT 3 30,000 sq. ft, 0,689 acres LOT 24 32,$06.2 sq.ft. 0.753 acres LOT 4 28,322.14 sq.ft. 0.650 acres LOT 25 31,487.34 sq.ft. 0.723 acres 3 acres I c38 40.04 320.00 • '1g" 40.01 LINE TABLE C37 127,37 320.00 '1o"E 126•s3 3 acres LINE LENGTH BEARING c43 15.27 3x00 9'58'46"w 15.10
WELL LOT 41,697.82 sq.ft. 0.957 acres LOT 26 30,486,75 sq.ft, 0.700 acres 0 acres L1 45,92 ' 'W C44 1258 30.00 7 ' 4"E 12.49 SUBDIVISION PLAT
LOT 6 30,533.02 sq.ft, 0.702 acres LOT 27 30,142,23 sq.ft. 0.692 acres 2 acres L2 18.30 ' 'W C48 28.29 80.00 N ` ' " 26.08 OF
LOT 7 31,128.71 s ,ft. 0.715 acres LOT 28 29,329.30 sq. ft. 0.673 acre q 673 acre L4 71.12 ' 9"E C47 88.28 60.00 19'35"W 64.85 L5 22.80 35`E c46 32.58 20.00 9'36'45'E 29.09 CLOISTER P O I N TE
LOTS 30,265.51 sq,ft. 0.695 acres LOT 29 30,000 sq. ft. 0.689 acres 1 acres L6 49.88 'W C49 85.15 40.00 9'36'45'E 58.18
LOT 9 30,398.16 sq,ft. 0.698 acres LOT 30 30,000 ~q. ft, 0.689 acres acres L7 69.42 ' 5'W c5o 45,52 40.00 '19'35"W 43.10 FOR
LOT 10 30,219.71 sq.ft. 0.694 acres LOT 31 30,000 ~q. ft. O.fi89 acres ~ acres le 9.07 '41'W Cs1 17.04 40.00 N48'S1'S8'W 16.92 L9 5.00 '35"W C52 20.41 520.00 4'49'46"E 20.41
LOT 11 36,050,40 s ,ft. 0.826 acres LOT 32 29,219.43 sq.ft. 0.671 acres q 1 acres L10 6.93 sl '03'E C58 118.40 320.00 5'08'53"E 147.07 I acres u1 5.53 N 3'26'W 0.T 244.71 z75.ao 1oro1'oz"w 23s.7T ~nl 1 TH P nl N T TC1WN ~ N I P
n I n I ~ TT n n n I I TC I I LOT 12 35,382.72 sq.ft. 0.812 acres LOT 33 30,112.78 sq.ft. 0.691 acres 11~ 1 fIR ueo•ui~5a•w tte37 19dea cocra~to•r 114 7~
U LU I J I I~ r U I I V I L LL V LOT 13 30,007.61 sq.ft. 0.689 acres LOT 34 30,000.00 sq.ft. 0.689 acres 9 acres L15 28.21 '04'25'E c51 130.89 320.00 562*5725"E 129.98
LOT 14 31,188.08 sq.ft. 0.716 acres LOT 35 33,708.55 sq.ft. 0.774 acres 4 acres L16 9.55 705"E C60 141.46 4140.36 "W 141.46 GASTON COUNTY, N.C.
L17 11,68 7'05% 0 6692 4140,30 47"W 66,92 acres U! 20.21 4' "E C62 13275 4140.36 •w 132.74
J01 SOUTH YORK ST LOT 1 31,836.60 sq.ff. 0.731 e~r~s LOT 36 35,541.1y s 4.ft. 0.916 ages LOT 16 30,092.76 sq.ft, 0.691 acres LOT 37 33,152.03 sq.ft. 0.761 acres 1 acres U9 4.47 8106'14"W C63 129.89 4190.38 'W 129.88 PIPES ADDED APRIL 1, 2003 SCALE: 1100' DATE: FEBRUARY 12, 2003 3 TAX ID. NO. 15-106--1,1.07
L11 50.57 N39 23'26"W C64 144.35 4190.6 '29"W 144,34 DRAWN BY: JFC/MLC CADD # CLOISTER POINT PLAT WITH WELL LOT L22 50.60 N39'23'26'W C55 76.78 320.00 47"W 76.59
GASTONIA NC 28052 LOT 17 30,521.21 sq.ft. 0.701 acres LOT 18 30,754.31 sq.ft. 0.706 acres 46.74 N39'23'26"W 100 50 0 100 200 300 56.47 N69'36'46"W
26.60 N27'14'24"E
(704) LOT 19 34,075.68 sq.ft. 0.782 acres 868-6597 LOT 20 32,798.01 sq.ft. 0.753 acres 25.23 N2774'24"E SCALE IN FEET L20 20,00 N62'45'36"W
LOT 21 31,941.36 sq.ft. 0.733 acres

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UPSTREAM STRUCTURE UPPER LOWER TOP DEPTH 31RIkTURF! e >,cD r~ ~ c0 aO~r70 ~
FROM TO SLOPE DU1. LENOIH NY. INV. ELEV. STD. DETAIL 3~~OcV ~
1~1 ICI I~1 I~1 1~1 L ~NOO ~ a~ I I -
CB 1A 1.04% 41 41 6.57 T 1 ~'~vo0a0 ~ ~ Z t~ i~ u1
CB 1 CB 2 0.89% 48 1 413.01 4121 420.04 7.00 CUNCDOT 840.01 c cD co ~
B 0.90% 41 41 424.02 12.09 . 1 4 0.51% 4 16.67 1 o TI I ~
CB 4 JB S 0.53% 17 41 .29 410 430.82 20.53 CUNC T 840.01 LEGEND a~ ~ ~ ~ ~
' JB B A 1.12% 48 17 4 .50 15.64 T .31 ~ U 3
r A 8.00% 1 10.48 :_.__:a~slse EXIST. STORM PIPE O - x ~
18 CB 17 5.00% 12 88 411.86 407 118.12 6.26 CIMCDOT 840.01 • O ~ ~ 3
B 1T 12 5.00% 1 6•~ STORM PIPE M
CB CB 9 1.00% 12 80 408.26 407 414.88 6.69 T 840.01 B 1 1.00% T 1 5.63 T . 1 CATCH BASIN
1 CB 1.00% 71 4 4.62 T .01
CB11 CB 12 0.5096 24 83 408.12 404. .00 4.38 T 840.01 1 0.50% 11 1 6•~ AREA DRAIN
1 F 14 0.50% .7 41 14.27 1
7 B 1 1.50% 9 4.01 JUNCnON BOX
C818 CB 11 0.80% 1 3.87 . 1 •
FuRED ENO SECnON
I B JB 18 5.54% Z8 409.26 407 417.&1 8.38 1 JB 1 22 . 2 15.58 1
JB 19 1 JB 20 JB C 5.30% 36 91 401.48 398. .00 7.52 T 1
•rrnT rT i1F C('3f•TY ~ F
1) CB = TOP OF CURB ELEVATION NCDOT 640.01- BRICK CATCH BASIN
2) PROTECT BiEIS PER STND.14 NCDOT 410.91- CONCFlETE JUNCTION BOX FES~ONCRETE FLARED END SECTION r
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~0 / > V i ~ 407.81 ~ A - - A A ~
~ \ ~ Olt _ T!i,,,~~:j~ .35X 'jX' ~ N (a . \ _ I ~ ~ w PRELIlVIIlVARY NOT
\ I RELEASED FOR
~ pp 40¢ - _ ? ti 7 41 13.00/ 13.00/ 13.54 415 r 4, CONSTRUCTION T 415 / 41 .95 ~
S1 N • I,~ 1. 7 ~ 2.1r vP ~ 2.OX .OX 2.17X 84X ~ R o
_0 ~ ~ ~ 3.88X
\ \ ~'i r ~ ~ 43 4 3 416 4 tJ 16.13 2. j I
r ~ j ~0 s, ~ 417 i ' "
KEY NOTES \ ` ~ \ ! ~ I ~ ~ 410 cAR. EL cAR, i . , , ~ 4,4.1 . EL GAR. EL GAR' EL EL OAR d I i 1 .44 414.11 414.74 / 416.63 417.98 a• ~ !~I r' . \ ~
~ ; , ~ I ~ ~ ~ ~ 4,3.44 A EXISTING 40 CITY OF RALEIGH SANITARY SEWER EASEMENT ~ ~ ~ ~I ~f { j I ~ / 419.29 :a. i} ~ ~ - ,-ice, A Y ~ AIAX FFE ~
A 1 i I f I ~ $ ,Y 4.78 4.78 419.29 r _ <4~0_.._..---------~.-~~ +
PIPE ~ ~ , I ~ d ~ ~ B REMOVE EXISTING STORM ~ ~ ~ I + ~ , ~ -
C EXISTING RETAINING WALL TO REMAIN ~ T; ' ~~g.. ~ i y ~ - --'-y' ~ ~ q ' • ~ ~ 418. ! B N ~
D REMOVE EXISTING RETAINING WALL ~ y, ; ~ I 414 ' 4 9.~ _ ~ ~
Y OTHERS / ` I E PROPOSED RETAINING WALL (DESIGN B ) ~ n° ~ ~ I ~ a
a U r d~ 4i4 N T10N BOXES i E ~ r c , / I i i ~
F EXISTING CB TO BE CONVERTED TO JU C ,I ; I ~ , i r r + 4 I O i N N w CB2 ~ ~ rw a o
~ ~ ~ ~ 1.09 3,tf~ o !1 ~ I i I ~ ,r r - ~ r 1,5 _ ~ r g
~ I s ~
1 i - ; , !Ki ~ ~
~ ~ .34X 4 8.43 ~ : ' I ~ A - - - _ ~ ~ ~ M /
1 FL ; Goa-" GAR• ~ ~i Ci ~ M
; CAR. EL 1 GAR. EL 417.75 420. 420.86 B 4 'q ~ 0 '..j ~ M 416.42 / ~ 3 • ~ ~ Face ~i ~
ON U R r CO RVA r- ~ i-- p1 i ~ a ~
i~ ! j' J, ~ x'" ~ , 41 4 420.38 fr421. , ~ I ~ x ~ b 5.56X 3.78X 2.21X vi 4) ~ 0
. \ J., • r CC ~ - ~ b X 3.29 i X s I, ~N 1~ 0 ~ r ~ r ~ os, ~
_ i ice.. _ ~ • l ; t ~ Z a~ 4~I1 ~ C/1 ~ ~ ~ ~ ~
~ + 4 .00 l 4 1 16 t 1934 20.38 ~ ~ qp ~p o .a R ~ ~ ~
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- 17 CB a '~CIJ ~ cn
s;~.. _ ~ ~ 4 5X ~ < l \ ~ a CB 1 4.oX 4 ~ 15 ~ 15X ~'r~ . CONNECT EXISTING a
ri , ~ ~ ~ ! „ o N
~ i A 6 ~ O ~ ~ / CB 12 F ~ ~:r, , 16.¢1' 419.24 18 RCP TO CB 4 a ~ U a ~
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~ ~ OMB EL. 40,50 ~ ? ; 3.OX 3.99X ~
~ L. X9.04. \ ~ ~ i E E 419m 421 E CB 4 u~ ~
~ 1 428.35 D CB 6
~ i \ ~ \ GAR. ELI 426 ~ F sue. a. GAR. a. I _ 419.50 420.83 422.16 - ~
~ / GENERAL SITE N ~ ~ 1 ~ , 1 ~ ~ STORM PIPE w \ ~ ~ ~ ~ , ~ 1,
PAY FOR ALL II1sPECTIaNS ` ~ ~ t ~l ,,~1 r ~ ~ CHAIN LINK FENCING 1. OOF,IRACiDR SHALL OBTAN AND , ~ ~ ( H ~ ~ INVERT 24 R , ! ~ ~ CERIiIGTKX4S, EOlIF1~4T, ~ RuT MAY eE REQIARED , \ ' ~ ; ~ TO MATCH EXISTING ,ING 423. r 0 ~ ING \ ~ ~ ~
INVERT 36 R1"f~, ~7 0`7 ~ t ~ i o 2. 1HE Oa11RACT0R 9W1 NOTE THAT 1HE DRAIMNGS ARE p ~ ~ 1 ~ ~ I , ~ ~ \ R H l
11C M NARRiE AND DO NOT SHOW EVERY OFFSET. 1 i ' I SpE1111 ~ , t ~ ~ ! 1( I ~ , 1RAN9110N. FITTNiR E1C. 1MAT MAY BE REQURED F'OR A / , \ \ ~ , ` 1 ~ ~ ~ ~~i~
OOIpIEIE AND M018011G SY51EM. ; i ~ ' 1 ~ ~ l I ` ~ ~ ( i JB 5 >a;>;v~sloxs iii, o ~ i a
~ ~ 1 ~ l ~ ~ ' #,,'408.84 r. ~ 3. 111E ENf,7NEER AND/al owFER DISCLAIM ANY ROLE M 1HE , \ i • `.,1 ti ~ ; 1 y ~ ~ ~ ~ ~ 0 a, E ~ ~ z
001451RUCIlON MEANS ANO METHODS ASSOGAIED rN1N THE r I ~ ~ ` t ~ 1 I l r PROTECT AS SET FTXtIFI N4 1FIE5E PLANS ; 1 ` I ~ , ,1 1 ~ ~ ~ ~ 1 ` l'1 8 i o
cONTRACTar slwi MA~NTiuN AN As eu~r sET aF ,~~,.v + v ' o
1HE EXACT LOCATION Q ALL PIP8i0 • , 1 ~ \ ~ a DRAW84GS 10 RECORD , t ~ t ~ ~ , ~ V ~ ~ T. DRAWNIGS SNAIL ~ RIVEN fi 1FE ; ~ r, i ~ ~ , ~ ~ S ~ % PRIOR TO OONCEAl1EN ~ , ~ ' , ~
~ ~ ` ~ ~ 1 ~ ~ wlrn A ooP,r aF _ •V~, opal caMP~EnoN of PRO~Cr V I 1 . ~ ~ ~ ~ \ ~ 1HE 1RANSMIITAL LEVER TO THE OWNER. i ~ ` ~ V\ , 415.00 1 i ' ~ Y 415.00 1 ~ '1~~~ .
4p i ~ l , A ~ J ~ ; 4~ V ,r A ~ I l 1~ 1 z a
S i OEPARMES FROM 1HE SPEC81CA110NS OR DRAR8IGS ARE ~ AA V ~ ~ , v ~ t ~ A\.~ A omm NECESSwRY BY THE coNTRACTDR, oETA~s aF sual - , ~ ~ 4 ~ II
ANO T s~ eE SueMlrreD m ~ , , A ~ \ ~ ~ EXISTING I oEPARtt>RES , A ~ ~ o >FE ENaNEm FoR No oEPARTUr+ES FRau THE caNTw?cr ~ A ~ ~ ~ / EXISTING BIO RETENTION BASIN ~ ~ 1 ; ~ ~ ~ ~ ~ t 410 ~ 1 f ,i~',, ~ 1 ~ on v
PERMSSION - ~ I ~ ~ _ ~ ? ~ v v'~~ ~ 1, ooaao+TS sHAU eE MADE retHOUT n~E w~TTO4 ~ ~ I r 100 r. el. 317 ~ ~ o ~ ~ Y ~ 1NE OWNER. ~ ~ ~ yr. el. 317.88 (see plan by rice and associates ~ i ~ ~ r ~ $ E !
~ ~ I ~ C10R MUST AT ALL 111ES, KEEP 1NE PREMISES ~ T ~ ~ ~ ~ ? ~ ~ ~ I a 1HE CONTRA ~ ~ ~ ------/J i f ~ - I .I a
FREE FROM ACCLIMULA110NS OF MAS1E MATERIALS OR RUBBISH CAUSED V \ ) I t~„~. A ~ ~ , BE ~ ~ ~ ~ ~ BY HM, HIS DIPLOYEES OR HIS WORK. ALL DE1If8S SHALL 1 ~ tS ~ 415 ~ I 'I ,
, REMOVED FROM 1HE PROTECT SIZE ON A DALY BASIS , I , ~ A ~ ~ ti ~ , u - % , f/ i ' ~ ! ,i ~ PROIECf I1: 03437 DATE: 04/19/04 m
i . u~ t C ~ ~ { > > ~ ~ , 'Q ~ \ 'tea . ~ 420 / ' ',f DRAWN BY: WF CHECR®BY:
r , \ 1 A\ \ ~ ~
,
STORM NOTES \ ~ ~ , ~
1. ALL ON SIZE DRANAOE SYSTEMS lO BE PRIVATELY MAINTABm. ~ ~ ~ F?<, ~ ~ s2 ~ `
_ w .w..w~w.nn euuT Tun rr ~ ~~V K 1' K IYNL4 MR4 ~ \ ~~~2" . A ~in ~ A\~ ~ ~ ~~~~Q~•~~_! _ . / . ~ GRADING & STORM
PIPES EN70 M6 STORY WATER PONDS
4`5 - - _ GRAPHIC SCALE DRAINAGE PLAN
3. CONSTRUCTION OF STOW Sf1ER S1fSiE]I SHALL COMPLY \ ` ~ \ \ ~ r ~ , . ~ , QTY OF RALEIGH STANDARD SPECMICATKMlS Ap:',Uline \ V ~f o 15 30 Bo / .a
~ SHEET
MAINTENANCE f WOW 1 ~
*WWI CONSTRUCTION V400M NO PART= AREAS PERIODICALLY p FOR CONDITION OF ( IN FEET
NO OTHER SURFACE. TOPDRESS UM NEW GRAVEL AS NEEDED MED AREAS FOR EIMW NO MIME ITATION AlFlER RLN 1 inch = 30 H. cloo 0
=TAM ALL VEOETATNkI MI A IEALTNY "GOROUS SEDIMENI-MMIXICIM SHOULD BE TREATm MAiEDIATEL ci

~ W a TO~~O 00~~0 ~
i' t, ~ 3~-~OcV ~
y , ~ ~ r r ' L ~NOO ~ a~ I I -
. _ ~ ``jam .i / - a'~va0o0 ~ ~zr~ N
_ / ~ / a. j' ~ - ~ c co co ~
M ~ - - _ - r. ~ k a TI I o
~ ~ _ , -v~ ~ . s. rn '-rnrn~ N U
4 ~ ~ U ~
/r ~ i ~ ~ O - x ~
~ ~ ~ ~ ~ ~ O ~ ~ 3 ~ ~
• ~
/ f BiaRdenOan Calcula8on -Townhomes at Falls NAage Bio4teiention Calculation (conYd) • Townhomes at Fats Vilage
~ / Post~deadoprrknt hio-n ~devdopment bioaeta4fon dnlnage ara = 1.70 acres
i Check larr Storm Detentlon
i ! ~ / j
ara saes lue x ra Determine PraDeveloomeM 1-yr Stonn: Site is: 0.00% impervious CN = 98
Y / hnpe?vious pndudes future der - / / ~ indudes fulun! deveb 120 0.95 1.14 100.00% openAawn CN = 70 ~ ( ) 0.00% woods CN = 70
~ / J Open SpacelLawn j ~ YYboded Open Space! LaMm 0.50 0.30 0.15 Wooded 0.00 0.20 0.00 Composte CN = 70
~ ~ f~ % LL TO ALS: 1.70 1.29 aces
/ ~ ~ i c ~ ~ 5E,192 sf Preciptaation = 3.00 in S=(t0001CN-10}= 4.29 in ~
~ I ~ ~ f i ~ ~ " Sae Bio-Rele~on Pond erdon Pond
j" - t ~ -y f ~ / Runo1F= (P-02S~
~ ~ / ~ Sand Bed Indud ` r ~ f,, ~ Sand Bed Induded h Pand?~(YES OR NO} RYES, Size = 5% of Total CxA (P + 0.85) KNO, Size = 7% dTotal CxA = 0.71 in
\ , \ ~
! ~ r~ Required ~ ~ ~ i / 1 Required Srae = 2,810 sf
i Sze Proaided 1' I ~ / Determine PosfDevdoomeM 1-yr Stonn: Site is: 10.59% imperious CN = 98 ~e Provided= ~ ~ 29.41% opeMawn CN = 70
` \ ` ~ i ~ 0.00% woods CN = 70
~ ~ / i ~ 0 ~ j' ~ i `i ~ Check 0>ranN of Runofl ErAerirr 1y of Runotl Err6aira Pond
~ i ~ l ~ \ ~ , / Composite CN = 90 Precipltah'on = 3.00 in
~ ~ ~ ~ / 'Rceanmended Maximum Q = ~ ~ , ro ded Maximum Qro = 5 cfs S = (10001CN -10) = 1.14 in
~ ~ % ~ ~ ao'c~oA ' rtihen' where: c = 0.76 (composRe from values fisted stave) (P - 02S~
~ \ r ~ I1e = 7.22 inArr (assumed worst case) Runotl P + 0.8S
R\ 't t \ ~ ~ l ~ \ / ~ ' / ( ) A = 1.70 aces = 1.98 in
1 ~ ~ , ~ ` 1 ~ ~
~ ~ ~ 1, 1 ' ~ ~ ~ ~ au = 9.31 cfs 1 ~ ~ ae = 9.31 d; > 5 cis NO GOOD Rate d IrtBtraion Volume to RunolFVolume = 0.52 (assume sandy bam for plant hed)
~ ~t ~ i i 1.96 = 028 (V51V,)
~ Check Velodh?dSheet Flow EM ~ l r ' j i / x HdSheet Flow Entedna Pond
~ i ~ ~ ~ I ; Channel Dimensions M Paid of F Fl re 6 = ' lemsione ~ Paint d E .33~ rom gu .t ofTR-55 Manual, Raho d Pak Outflow to Pak IrrAow 0.27 ~
~ 0f 73 % RedurAan ~ leR right rrbh 2.0' ~ y
. I / / ~ • ` ~ S slope widh slave tlpfltd= 2:1 n 1-yrStorn Nrta= 2:1
\ I , r \ ` ~ i I ` ~ i Post RunolfThrouglr Pand = 0.53 ~ < 0.71 m OK
i ~ ~ ~ ~V ~ Arm of Flow, A = .87 st ~ 1 Flow, A = .87 sf Manrdrrg n = 0.013 (pre)
~ ~ Channel Saps ¦ .01 t11t I ~ ~ ~ I i i ti ~ i ~ ~ ~ ti i I Vrs • 4.561YsN llSlape= .011111 V,p = 4.561Ysec > 3.D0 tt/sec "Use dp rap b draael to reduce velodty
i, ~ ; ; 1 1 , ~ ~ ~ ~ l A , ~ i , i
~ ~ ~ \ \ ~ I
~ \ ~ ~ ~ ~ ~ ~
i ~ I ~ ( ,
~ ~ ( 1 PRELIlVIINARY NOT.
ti , ~ ~ ~ \ ~ i ~ ~ ~ RELEASED FOR
l CONSTRUCTION
~ i ~I 1 ~ ~ r - I I 1 I
l ~ ~ - ~ , i 1~ ~ ~ ~ ~ ~ ~ ~ V ~ ~
~ \ ~ti 1 I / ~
~ ~ \ \ 1 ~ t
~ 1 \ t - t
. ~ ~ ti ' ~ . ~
; ~ ~ ` ~ ~ , ~ 1 1 a
~ ~ ` i ~ ~ ~
U ~
~ , 1 8TORMWATER MIPACT a ~ z
~ ~ , ~ ~ t ~
t ~ ~ ~ ' ~ o T~ ~ a VJ a4 a"
` ~ ~ i RUNOFF MTENSRY MiEigRY NTENSRY AREA FLOW-1YR 8HR FLOYY•10YR FLOW Z6YR ~ . ~ g COEfF. (NlMR) (1lMiR) I~1 (CFS) (CFS) a ~ Ts ~
~ ~ ~ ~ t ~ ~ ~ ~ ~ 1 , ~ C M MO 4dS A t#2 410 Q25 y ~r ~ ~ a~
~ \ ~ ~ ` ~ E>OSTN 1 ~ ~ ~ 1 EIOBTBKi 020 4.5 7.22 8.7 2.82 254 4.07 3.78 gg r ~ ~
~ ~ A t, ~ E>vanN ~ _ ~ \ POST DE EXISTING 0.30 4.5 7.22 8.7 1.7 230 3.68 3.42 p~ H V1 M POST DEV 0.3 4.5 1.22 8.19 0.5 0.88 1.08 1.23
y~ ~ ~ PosT of i ~ ` POST DE a M POST DEV 0.2 4.5 7.22 8.19 2.82 254 4.07 4.62 ci ~ ~ ~ O
POST DEV 0.95 4.5 7.22 8.19 12 5.13 823 9.34 ~ F" ~ 3 cn v, ~ ~ ~
i~ ~ ~ ~ t ~ ~ ~ \ ~ ` ~ ~ ~ ~ ~ .i ~ ~ ~ ~ ~ ~ d TOTAL PRE DRIINIAGE AREA 4.5 ACRES ~ ~ 0, C7
x ~
1 r ~ ~ ~ \ TOTAL POST DRNNAGE AREA: 4.5 ACRES ~ 4] ~ c~
\ 1 ` ~ ~ z ~ ~
- ~ ~ ~ ~ G a~ ~ PRE-0EVELOMHR o O >
' ~ ~ ~ A~ ~ ~ ~ ~ i ~ 1 ~ EXPORT EXPORT ~ ~
coEFF. FROM usE o a a 8 IND COVER Lt3SlACJYR IBSnR ~ ~ ~
A ~ ~ ~ A ~ LAND COVER ~ , ~ 1 ~ sTURe~ oPE ~ M ~i tDISR1R8ED OPEN SPACE 0.6 1.89
MANAGED OPEN SP ~NAGED OPEN SPACE: w ~ ' a
r ! ~ 1 ~ GRASSaJ1NDr9CAPll ~ ~ ; ~V ~ \ ~ IMPERVIOI!<SAREA tA:iSaJ1ND6CAPING 12 204 O N ~ n PERVIOUS AREA 21.2 a ~ U
~ 1 ~ ~ ~ TOTAL )TAL 3. ~ ~
~ ~ ~ ~ rn
` i ti ` NITROGEN LOADIN( ~ ~ 1 ,1 ` \ \ TROGEN LOADING RATE 0.83 0 ` . ~
~ ` ~ \ 1 ~ ~ ~ ~ PO8T~DEVELOiiENT
~ ~ ~ ~ A EXPORT EXPORT 2
i ~ ~ ~ • ~ ~ ~ ~ ~ 1 - \ ~ LAND COVER COEFF. FROM USE o JID COVER LBSIAClYR LBSIYR N
_ _ ~ A i j ~ ~ ~A uNasnxsBED oPe . ~ i I I ~ ~ \ :'7 ~ v IDISTl1R8ED OPEN SPACE 0.8 1. ~
. ~ ~ ~ MANAGED OPEN SP UVAGED OPEN SPACE: ~
GRASS~AlDS(`,APII IMPERVIOUS AREA tASS~AiDS(`,APING 12 w t' PERVIOUS AREA 212 25. w
TOTAL )TAL 27. ~ ~ 0
NITROGEN LOADM( LOAD AFTER 81ORE TROGEN LOADNrG RATE 8.14 REVISIONS TAD AFTER 810RETENTION 429 a i
LOAD AFTER RIPAR TAD AFTER RIPARIMI BUFFER 3.01 MUST BE LESS THAN OR EOlllll TO 8 - OK ° v
LOAD OFFSET BY P~ z TAD OFFSET BY PAYMENTS NA o
FEE AMOUNT :E AMOUNT NA v
A o t O n.
s N U)
U
ALTERNATE CALCU .TERNATE CALCULATION o ~ 3 TREATED UNTREAT® ~ i
EXPORT EXPORT EXPORT ~ ~
COEFF. FROM USE FROM JIBE $ E
LAND COYER UNDIS111R8ED OPEI J!D COYER LBS/ACIYR LBSIYR Lt3S1YR IDIS111RBE0 OPEN SPACE 0.8 1.09 3
MANAGED OPEN SP WAGED OPEN SPACE: o
GRASS-IJWDSCAPII tASSaJINDSCAPING 12 0.8 0 ~ PROJECT A: 03437 DATE: 04/19p4 v
IMPERVIOUS AREA TOTAL PERVIOUS AREA 212 25.44 0.00 ~ ~ ITAL 28.04 1.09 ~
DRAWN BY: WF CHECKED BY: m
NRROGEN LOADIN( l'ROGEN LOADING RATE 15.32 y TITLE
LOAD AFTER BIORE LQi1DAFTER RIPARI ND AFTER BIORETENTION 10.72 YIDAFTERRIPARIANBUFFER 7.51 GRAPHIC SCALE ~
LBSIYR srrR 12'76 1.°92 RT(1RR't'F1VTTnN
LW/TIVAI. C/T WA. J.LV AYCWK7C MU11 M LtbJ I MAN UK LWAL I U ti - UR 0 5 10 20 WD OFFSET BY PAYMENTS m
LOAD OFFSET BY PI FEE AMOUNT BASIN a, E AMOUNT NA ~
o
( IN FEED) rq sum J,
v 1 inch = 10 ft y a
U m
C2,90 v
ri

• ~~~~co E vo~1~o 0
GRAVEL & RIP RAP BASIN 3r-~ON ~
STRUCTURE DRAINAG DENUDED SIZE WEIR VOLUME VOLUME ~ ~NOO ~ v~ I I -
# AREA AREA WIDTH LENGTH DEPTH* LENGTH REQUIRE PROVIDED a, v o0 00 ~ ~zl~l~ cn
(AC) (AC) (FT) (FT) (FT) (FT) (CF) (CF) ~ cn co ~
o ~I I ~
1 3.2 1.6 30 45 6 0 5 670 6 750 ~ ~ L~~s N v~~ U
~ U ~
'INCLUDES 1' OF FREE BOARD. O - x ~
~ O ~ v 3 r~
•
_ ~
~ ~ a~~ ~ 1~ _ Fence AiC~nr) ,.'r~pni(~ ,~;r~ -
~t? t ~
~
~ l~ 0 V d~, ~ ~ \ ~ \ ~ \ \
\ 1 v ~ ~ ~ ~ ~ ~
L `

~ \ ~
~ a ~ ~ ~ \ ~ ~ ~
~
V \ ~ \ \ ~ \ ,
\ ~ \ \ ~
~ ~ ~ ~ \ _ a
~'j ~
~ ti
~ ~ \ F~`.~ ~ ~ /
~ ~ i 1 ~ A
_ x
\ \ h ~ . ~ ~
ss- ~ ~ ---sue-- - 1 A _
l AA77 \ / -
i ~ $ r '~~:kvJO N ~
'v ~ ~ / W \ ~ ~ i L A ~ N ? ~ , i A
+o ~ g ~ kry
/ 415 1 ` ~
- SE v i PRELIlVIlNARY NOT
~ } , ~ ~.I 416 I !r~"' ~ - RELEASED F R 0
~ ~ ,rl ~i ~ N , + ! 101 CONSTRUCTION ~ 1 -
r' ~ ~ ~ ~ C ~ l
~ i I ~ ~r f ~ ~ 1 I 7 f I i~ if V! ~j 1 /
i i ~ ~ ~ I ~ i / / ~ , ~ ( ~ Sy, ~ `,l
/ n ti ~ ~ E w , ~ I E s - - ~ . ~ ' ; 1 ~ I ~ i ~ ~ t ~ ~ 422-----''._".ti..l~' ,l ~ ~ f
9 1 ~ i ~ ' ' r- _J _ / ; ~ A 1~ /
3 I / ---F-- Y 4 ~
~ ~ i 4i~
- --_______.f a
l ~ ~ ~
~JJ ...~_L._.._~.._t...~~_- t o ' ss• ~ i ~ o w CB 2 a~
I~ ~ ~ ~ ~ ~ 1!5 ; / , , V a~ ~ ~ A _ ,
- - 1 ; , ~ , ~r - - _ _ - ~ z r { E9
'c _ _ s ~ ~ , ~ ~ x
a n ~ ~ ~ a !,,i a y b
~a : ~ L ~ ~ ~ ( slLr FENCE Sf ~ I i 1~ H ~ ~
TREE PROTECTK>H FENCE TP TP ~N U R i ~ 8 _ r+., I ~ u ~ ~ ~ f. N _ I', ~ •rl N ~ ( Face f~1
- 1 r NATION aVERSKIN DITCH TD ~ C ~
LIAGTS OF CONSTRUC110N ~ . . ~ f ~r i t dJa ` . ` / 4 ~ la b ~~ll [/~M
- - f: ; s ~ ~ cc o ~ ~ H M ~ ~ ~ 3
f ~ i ~ ~ ~
l~` - i ; ; a ~ ~ c7 ~ ; ~
i~~ ~ CUSTOM BASIN ~ _ „ ~ x ~ b~
~ CB 17 T ~ z ,d v1 ~
CD 1 f n~ ~y ~
N ONTROL NOTES: ~ ~ EROSI O C ; , ; ~ , ; / r ~ o a
~ i ~ AREw . 2.~ AatES ~ i ~ o ~ ~ ~ CONNECT EXISTING z ,r ~ ~ ~ ~ a ; It ~ p N
Z SURFACE . ACRES CB 12 ~ .F 1~` 3. TOTAL AREA ~S3 ACRES , S ~ ~ 18 RCP TO CB 4 ~ ~
4. REFER To sHEEr c T.o FOR ; ~ ~'t JB 18 W •rl ~ ~ 3
sTORw wAtm ~NSrALLAnat saEDt~ ~ ; IOBA N \ ' V ' , ~ ~ ~ ~ I a TREE FENC#IG slue BE t~A ~BY ! ; ONh, EL. ~40~:50 ~ _ ` o ~ o ~ N o
owNER AND oonTRACTOR i ~ L. `404~Q0' ~ ~ , ' i ~ ~ 6. sE~INC SaEDU<F ANO SEED BED PREPARATION ~ ~
ARE sHOwN aN DETAIL SHEET c B.a ~ ' ~ I , 1 \ . ~ ~ i ~ 1 CB 4 ~o \ ~ H
7. OONiRACTOR 10 INSTALL tNIET CONTROL AS PER ~ ~ 415 oeTA~L oN SHEET c e.o As rE~Y. ~ A ~ 4 C_"`__ ~ jl ~ ~ 425.35 0 ~ CB 6 ~
d s~ oR cr~?hR stuLL eE sTABAUZm I ~ ~ w/ FORTRACK ~/20/2o GEOGRtD PER MFa _ ~ ~ / , ~ ~ 426 _ - _ ,jam = ~ ~ i w
OR APPROVED EQUAL ~ ~ ~ ~ , ~ STORM PIPE ~ ~ ~ ' ~ ~ ~ ~ /ice ~ ~ ~ ` t ~ ~ ; ~ t ~ INVERT 24'R ~ ~ CHAIN LINK N ~ ` , , , FE CING ~ ~
~ ~ ~ ? ~ n~vERT ss ~ TO MAT 'R~ Aqy Q , CH EXISTING 1 ~ o i
SI NOTES ~ ~ ~ i ~ , GENERAL ~ , , , , ~ a I I l I ~ a ~
NSPEC110NS, % ~ ~ , ti ~ 1 ! ~ ~ ~ I 1 , SHALL OBTAN AND PAY FOR ALL , ~ I I ( J I 1. THE OONIRACIOR ; , 1 ' ~ 1 , ~ i ~ 1 ~ / ff 1HAT YAY ~ REQUMiED. \ ~ ~ ~ s f ~ I I i i I 1 L -.1 ~ Vl
CERTff1CATKNIS, EQUtP1E?!T, ETG ; 1 , ' I 1 I ~ ~ ~ ~ j ~ 1•i ~:I`i`~~~~~,' X408.8 j 2 THE OONIRACIOR SHALL NOTE THJ1T 1HE ORANYICS ARE ~ ~ ~ ~ \ , ~ , ~ I I , ; ~ ~ ~ ~ I ~ ~ ~ D
SCHEMATIC M NATURE AND DO NOT SHOfr EVERY OFFSET. ` r','~, ` 4 ~ ..\\~~~.,1 1, ~ ~ ! ~ ~ ~ 1• j ~ ;~U ~ FORA 1 ~ 1 ~ I~ j ~ , ~ M ~ y ~
TRANSITKIN, FiTir16, ETC. THAT MAY BE RE'QIIMlED r ~ I f , , \ i ' l I 1 : ~ ~ ~ ~ ~ I 1MIf 1i ~L ~ 1MYV~V ~ ~ } ~ 1' \ '1 l1 ~ \ ~ 1 { 1 i ~ ~ O
1 AND or~t asaNM ANY Ram ~ nE r ~ r, ~ ~ \ ~ ~ A~ \ ~ s. ~ Er~mt ~ ( 1 ~ ~ , ,A ~ 1~ ~ . x , 1 ~ I ~ ~ ' ~ REVISIONS 3 o n
coNSTRUCnaN MEANS ANn MEmoos AssoaATfD rrtni TIE ~ ~ A , ~ ~ ~ A ~ ~ s `f , 1 PROJECT AS SET FORTH N TfESE PLANS ~ . ~ . ~ r., ~ ` ~ ~ ~ A~ ~ ~ ~ ~ . ~ 1 f ~ ~ ~ x ~ ~ 1 1 0 ~
~ ~ y~~y \ , . ~ ~ ~ / ~ 415.04 caNTRACTaR sI+ALL MAMTAM AN u Buu• SET aP ~ a 1~ A,,., ~.'~y ~ ~ ~ I i ~ ~ , 415.04 ~ ~ 1 ~ ~ 1 z ~ ~ ~ o
DRA1tMtGS TO RECaiD TIE E%ACT LOCA1i0N OF ALL PtP11G 1 ~ `~.A A ~ To TIE A \ ~ , , l rrlNCS SHALL eE avEtt ~ PwoR Ta caNC~AU+ENr. oRA \ i ~ < , ~ ~ ~ ~ U 1 ~ ~
ENGMEERR UPON OOMPLE110N OF TIE PRQECT TN1H A COPT OF ~ , , r ~ , ~ A A ~p ~ ~ , i ( ~ _ ~ ~ EXISTING BIO RETE THE TRANStnrTAl ~rrER ro THE orrrER. ~ I ~ n ~~v ~ ~ i ~ ~4Q8.83 'v ~ ~ ~ o ~o ING BIO RETENTION BASIN l ~ ~ ,II ~ ~ o a
~ ' I A~~ ~ \ ~ V V / ~ ~ . 1 ' ~ 4t~ , , t ~ ~ ;,~.1:?~ w 317.88' (see plan b rice and associates • ~ ~ ~ 11 , ~ ~ o
S ~ DEPARTURES FROM THE SPECIfTCATK>fIS OR ORATtRICS ARE ` , • \ \ ~ / , 100 yf. e I . 317.88 (S DETALS OF SUCH 1• , ~ ~ ~ ` \ ; , ~ ~ OEEME4 lECfSSARY BY THE OONIRACTOR• t I \ ~ v ~ ~ 1 ! ± ~ ~ ~ v ~ l ~ i
ARTURES AND REASONS THEREOF SHALL BE SUBMITTED 10 ` ; t ~ ~ \ ~ ~ ~ n~iE ENaNEER Fat REVEw No DEPARTURES FROM 1HE caNTRACT F+ ;r `~~t ~ A, i 1 ~ ~.A\~ ~ ~ z o 1~~~ + ~ j ~ ~
rs sruu ~ MADE rMTHauT nE r~ PEaussro~ ~ S \ DoctrMO+ a: nE owiER. 1 ~ ~ v \ 415 % ~ _ 1 1 ~;i I ~ i
~ ~ ~ C ~ ~ A ~ a TIE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PRE1tISES ~ ~ 0 ~ ~ t V A , V ! ~it~~ ~~;I ~ a`"i i I ~ ~ E
FREE FRaM AccuwuanaNS aF wASrE MAIE~ALS aR Ruee~ cAUSm 'Ai ~ ~ v A~. ~V BY ?rs E?~oYEES aR Ms woRK. ALL DEBRA stuLL eE ~ \ A ~ ~i E. o r._..-.---~1' a20 ~ ' ~ ~
A DALY BASIS. ~ , ~ ~ RE]IOVED FROM THE PROJECT SiZE ON ~ ~ 1 ~ V. , ~ / ~ ~ ~ i,tri 3
r> ~ ~ ~ ~ A e..---~~ ~ ~ I PROIECf 03437 DATE: 04119p4 v
.--``~i ~ ~i l ' ~ ~ DRAWN BY: WF CHEC(~D BY:
STORM NOTES ~ ~ ~ ~ ~ ~ ~ 4, ,a ~ \ A
1. ALL ON SITE DRAINAGE SYSTEMS TO BE PRTVATELY WI~lTAkED. \ ~ \ s \ , ~ ~ - _ - ~ K`,- . ^X„„ ~ ~f f r Y r~Y~_y~~'`f ~t °Y~ ~Y ~~r
SHALL INSURE A M~tRUM OF 1' of COVFR OVER \ , , ~ ~ ~ PPfS ENTFRINO STORM WATER PONDS n,-,-~'~no ~ ~ ~ / i r ~
~ \ \ ~ \ ' \ i ~ ~ ~ a c~>c>nn?,r>c~rr a L'Dl1CrTl11?
?7D1/LiY1L1-4 1 OL LAV?71V1
3 COgS7RUC110N OF 510RM SEWER SYSTEM SHALL COMPLY WITH CITY OF RALEIGH STANDARD SPECFICAnONS. GRAPHIC SCALE CONTROL PLAN
0 15 30 60 a a.
MAINTENANCE SHEET rn
INSPECT CONSiRUCnM ROADS AND PARIONG AREAS PERIODICALLY FOR CCONMION OF x m v~
SURFACE. TOPORESS WITH NEW GRAVEL AS NEEDED
SEEDED AREAS FOR ERO®ON AND SEDNQRA110N AFTER RUNOFF-1410011CNG RAMS MAINTAIN ALL VEGETA11011 N A HEALTHY MOROUS CONDIWK SEDWENT4WDt f G AREAS SHOULD BE TREA1m NIEDIAnl ( IN FEET) C3.0 1 inch = 30 ft @
0 r%

UPSTREAM STRUCTURE
UPPER LOWER TOP DEPTH STRUCTURE • >,co r~ ~ co ~ ~o~r~0 0
FROM TO SLOPE O1A. LENGTH INV. INV. ELEV. STD. DETAIL PNI IFTI IFTI IFTI fFn IFTI ~r'~OcV U
~ ~NOO ~ o~ I I -
CB 1A CB 1 1.04% 48 25 413. 413.24 420.07 6.57 CIINCD T 840.01 CB 1 CB 2 0.89% 48 103 413.04 412.12 420.04 7.00 CIINCDOT 840.01 ~'~v00~ N
CB 2 CB3 0.90°10 48 100 411.93 411. 424.02 12.09 CIAVCDOT 840.01 ~zl~f~~
CB 3 CB 4 0.51% 48 8 410.83 410. 427.50 16.67 CIAVCDOT .01 CB 4 JB 5 0.53% 48 17 410.29 410.10 430.82 20.53 CIAVCDOT 640.01 a TI I o
JB 5 JB A 1.12% 46 17 409.66 409.6T 425.50 15.64 JBAVCDOT 840.31 LEGEND ~ 6'
CB 6 JB A 8.00% 12 19 422.52 421. 433.00 10.48 CIINCDOT 840.01 ~ U~~ U 'S ~
CB 16 CB 17 5.00% 12 88 411.86 407.46 418.12 6.26 CIMCDOT 840.01 EXIST. STORM PIPE O ~ ~ x ~
CB 17 CB 12 5.00% 12 51 407.26 .71 414.1 6.86 CUNCDOT 840. 1 O STORM PIPE ~ ~ ~
CB 8 CB 9 1.00% 12 90 408.26 407.36 414.95 6.69 CIAVCDOT 840.01 • ~
CB 9 CB 10 1.00% 12 62 407.16 412.79 5.63 CIINCD T .01 CB 10 C811 1.00% 15 71 406.34 405.63 41 .96 4.62 CUNCDOT 840.01 CATCH BASIN
C811 CB 12 0.50% 24 83 405.12 404.71 409.50 4.38 CIMCDOT 840.01 CB12 JB 13 0.50% ?4 116 404.51 40 .93 411.5D 6.99 CIAVCD T 640.01
JB13 FES 14 0.50°/a 24 46 403.73 403. 418.00 14.27 JBINCDOT 840.31 AREA DRAIN
C8 7 CB 10 1.50% 12 26 406.9 406.54 410.94 4.01 CIMC OT 840.01
CB 15 CB 11 0.80% 12 25 405.83 405.3 409.50 3.67 CIMCDOT .01 JUNCTION BOX
•
RIB JB 18 5.54% 36 26 409.26 407.82 417.64 8.38 EXIST. RISER JB 18 JB 19 2.27% 6 407.2 .12 423.20 15.58 BAVC OT . 1 FLARED END SECTION
JB 19 JB 20 8.00% 36 .9 401.68 419.50 13.56 CDOT .31 JB 20 JB C 5.30% 36 91 401.46 396.66 409.00 7.52 JBAVCDOT 840.31
NOTES: 'STRUCTURE SCHEDULE
1) CB = TOP OF CURB ELEVATION NCDOT 840.01- BRICK CATCH BASIN
2) PROTECT INLETS PER STND.14 NCDOT 840.31- CONCRETE JUNCTION BOX FES-CONCRETE FLARED END SECTION
_
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~ ~ ~ ~ t
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~ _ LLW - _ Y.- _ ~ - ~ ~
Oar ~(7~dd1.~ ' ~ - . ~ , ~ ` TM~ w , _ _ ~
< _ _ - ~ CIO Sri __'?'zr- - t
~ `ti - . - - p~
~ _ . _ _ ~1 3R _ ~
~ ` '`4.35K _ _ ..M.-- 40~~6, , ~ , I~ ...a. _ Z..iO f `x , p p CB 1 A ~ 23071 CDSXU B _ -
, v ~ ` 9 , ~ v 5'' 407.81 ' A ~ - > o , / _ .k.._- A ~ A ~ ~
~ - - '4.358 ~ - w ~ I w ~ ~ PRELIlVIINARY NOT f ,
r. ~ R ~ ice. 404-.. ~i 41 13.00-. ` M~0 RELEASED FOR 1300 ° 13.54 1
~FFE ~~-r- - ~ ~ ~ : < A ` , T"~"~u 4,s 41 CONSTRUCTION ~
~ vP~'~ ti - n ~~B 7 ; pax 2.,7~ SE - ' ' ~ ~ ~ • .OX 2.17X 2.64X ~.r 41~'9S ~ ~ .~y ~ .
~ 4 ~ ~ ~ 4136.,x, - 4_~,c 3.88! ~ ~ 4136 + 414,,2$„„x: 416: r
~ ~ ~ IN I
~ CB ~ ~ KEY NOTES ~ ~ ~ 3 i ~ 417 f ~ + ' ~
410 ~ ~ ~ GAR. EL GAR I _ I 413.44 414.1 . , . EL. GAR. EL. ~ ~ 1 414.78 i EL GAR. El.,` ~ ~ ~ ~ 1 .44 414.11 3 J: , , 418.83 ~ 417.96 ! ~ `CAR. ELf i ~
A EXISTING 40' CITY OF RALEIGH SANITARY SEWER EASEMENT - - - _ ~ ~ r ~ ~ ~ -`_--z A 3.43 f W $ ' ri : ~ i ~ 414.78 ~FFE ~ ~ 419.29 'i v-; ' ~1 F , 44.78
~a ~ - s B REMOVE EXISTING STORM PIPE ~ - - _ ~ r ' ~ _ ft _ } ~ F ~ t f~ ?
g - ) , - ~ O , , ~ . r ^a. < „.r v-. ~ t~
C EXISTING RETAINING WALL TO REMAIN ~ _ ` i f~~C39 ~ -~i. i - i - ~ ~
D REMOVE EXISTING RETAINING WALL j / _ ~ - ~ sxr. 1 _ ~ - ~i4 - ~~4 9.85 ~ r . ~,y % - _ t Q~
RETAINING WALL DESIGN BY OTHERS ~ % ~ y-%~ r~` % ~ ` ~ ~ - PROPOSED i I ~ r ~ ~ r 1 wM m '414. ~t _ a , _ _ 7 _ _ _ ~ . ~ _ I~-~i
" ~ ti~ ~ F EXISTING CB TO BE CONVERTED TO JUNCTION BOXES ~ E ~I r .o ~ ",ibis,'. _ r o
r 3,0% , o ' 4d9.5D ~ ~ .i ~ 1.09 o ;..~.,1~- w ce 2 a _ a ~ a . ~ O
1 ° ~ , _ ~~3 i _ _ ` j - ~ b O m~ r' 423 - - _ - _ _ . .a ~ ~ a rt
+ .141 ~.2 - ~ . yy
. I ~ r o; w& ~ F ~---~t ~ ~ a~ , ~s ~ - - . ~ , _ ~ aj
_ . , _ w m ,~'I' 4.34% a a ~ .O _ ,f ' ~~'s ~ - 4.6.43 ~ ~ , ; ' ' ; 1 A r _ _ _ - - - _ _ _ _ _ w . ~ t/1 Q~ t l ~ ~
y - A _ ~ _ ~ ~ _ - t , - <ri GAR EL GI ~ - . i 4 ~ ~ a M GAR EL GAR. EL : 417.75 ~ x.19 s=~/42Dgg B 42X.53 z 0 cC O _ . . 418.42 7 ~ ~ F a,#,..n_.,
~ ..t... J ~ f; 3 l 41509.. - r _ , R - 410.09, - ~ - ~ _ ~n.~~~. x ~ _ - - ~ - ~ ~ Face ~ !-1
- ' ~ ~ C RVATI ~ ~ ~ - i . ~ J1 ~ • . 45.9?~~ +...417.25 ~ a 41 ~ 420.36' 421.03 ~ i ~ ~ ~ V~1 !~I a
` ~ ~``"i 5.5870 ? x r `i i ~ 3.78X ~ 2.21X ~ ;3 ~ ~ 9~7fi ~ i 3:50X° y
-r_•_ i ; . . . i ~ 431` ~ ..s - . ~ ~ 4) ~ o
~ t - - ~ - . _ ~ - _ L-~- - + .00 r - - -r ~ z e ~ ~ r } , 18.2 ~ 1 19.24 ~ 420.38 ' I . ~ 4-r ~ ~
4 ,JB 20. I 4 T _x,. . - - ~ _ ~ - ~ -
~ ~ ~ 4 - , . .w ~ _ _ , ~ N~ z _ v ~ j ? J z / ~ ~ a n 0 ~ ~ O
. - 3.1371 / ~ . ..y ~ ~ ~ 4.5X N r,y h+1 cv f i , ~ ~ O N
X _ ; - - _ a 1 ~ ~ ~1 ~ N _ CB 1 4AX ~ c~ M 4.OX 15 15X ~ ~ _
, _ - t CONK a ECT EXISTING a ~
' CB 12 o N ~ o° 419.24 2o:~a-....- 18 RCP TO CB 4 a ~ U N
:r; `•,FE~~ 14'~ v~ 5 E.,.,
. ; ~ ~ JB 18-,~._~_. - ~ ~ ~ _ . . ' - ' ~ 3.35X 427.2 _ _ . - _ _ . . x a\ . 1~
'~IOBA~IN ~ - i OMB EL -.40~~50 - - n - - 3.aes ~ 3.99X : ~ F ~ ~
t ~ s _ L 404. - E _ , ~ ~ 4 ~ ~ w ~
is ! - < t . ~ _ 4~ 1~~ + 421.66 + ~ E:~ CB 4 z
i v \ l ' s ~ . CB 6 ` GAR EL I GAR. EL'i GAR. EL' a26 ~ _d-. F ~
AL SITE NOTES ` a I , ~ ~8 . _ GENER / - . - ~ V 422J 6 _ - . ` r 419.50 420.83 - ~ v, - - ~ ~ d E ~ ~_~k-- x
PAY fOR ALL BVSPE ` 't STORM PIPE INTf.~$~CTI~M1I: ` ~ 1. 1HE CONIRACTDR SHALL OBTAIN AND CTKAVS, `°t., K FrNCINy' ~ ~ ~ ; CHAIN LIN G.., MAX FFE F. 3 'ING . ~ ~ 423 42 v: ~ w a ~ g w
CERnFlCARaIS, EQUIPMENT, ETC. THAT MAY ~ REOIIRED. ~ , ' INVERT 24 RCP 4p4.22 . r - ~ / , TO MATCH 1=XISTING INVERT 36 RCP=40TQ7 2. THE CONIRACIOR SHALL NOTE THAT THE DRAWINGS ARE o ~ ~ , NG . , O W
SCHEMATK: 61 NATURE AND DO NOT SHOW EVERY OFFSET, ~ ~ ~ ` -4 ~ ~ 7 r~ - _ _ x o _w -
TRANSITION FlT11NG, ETC. THAT MAY ~ REQURED FDR A ' , ~ COMPLETE AND WORKING SY51EM. w i - ~ JB 5 ~ REVISIONS ,
~i i R , - 3. THE ENGINEER AND/OR OWNER DISaAWI ANY ROLE M 1HE ,,,"s H ' ` ~ ~ - ` ` ~ - - ~ O a y pS - x ~ _ ,
CONSTRUCIK)N MEANS AND METHODS ASSOgATED MATH 1HE \ ~ j PROJECT AS SET FORTH IN 1HESE PLANS. '1 ' 1 i - ~ a r~`;. - E o B ;~_~_,w~,~~' '~;i~ h z _ _ -
- ~ ~ ~ 4. CONTRACTOR SMALL MAINTAIN AN AS BUILT' SET OF ~ ° ~ ~ _ _
DRAWBrGS TO REC01~ 1HE EXACT LOCATION OF ALL PIPING 1 - ' PRIOR TO OOMCEAIMENT. ORAWBVGS SHALL ~ dVEN TO THE • ; ~ " .Y. ~ J~ :A A
ENGINEER UPON COMPLE110N OF 1HE PROJECT WI1H A COPY OF ` :~~t ~ ' THE TRANSANITAL LETTER TO 7HE OWNER ~ , , _ ~ v' ~ o ~ I
~ r ; 5. IF DEPARTURES FROM 1HE 5PEC6TCA110NS oR DRAWNNGS ARE ~ ~ 4 < i , - ~ x ~ . ~ '
DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH ~ ;4.,~. ! < i _ W a t z a ~ ~ ~ o
DEPARTURES AND REASONS THEREOF SHALL ~ SUBMITTED TO ~ f V FROM THE CONTRACT < ~t ,4 ~ ~ EXISTING E THE ENG68iEtt FOR REVIEW. NO DEPARTURES EXISTING BIO RETENTION BASIN , , ~ ' ! V ~ a
DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION ~ 4,~, { aF Try owNER ~ , ~ 1 ~ ~ 100 yr. el. 317 yr. el. 317.88 (see plan by rice and associates},, t ~ ~ ; ~ j G ~ ~ v
6. 1HE CONTRACTOR MUST, AT ALL 11MES, KEEP 1HE PREMISES ~ ' , ~ , : ; ~ . r ..w ~
FREE FROM AOCUMULATIONS OF WAS1E MATERUILS OR RUBBSH CAUSED ~ F BY HBA, HIS EMPLOYEES OR HIS WORK. ALL DEERIS 5HALL ~ ' ~ _ ~ ~ j ~ /s ` ` \ "°a~. ~ ~ o ~~_1---- _
~ ~ , REMOVED FROM THE PROJECT SITE ON A DAB.Y BASIS. ~ ~ ~ `;`1 ~ y ` . i , ~ ~ ~ r..,/'',.---"- '',~;~~'r~ o~i PROJECT#:03437 DATE:04/19l(?4 v _
< ....y i " . _ . w - - _ 6
h w t v ~ 1 < y ti ~ i \ l ~ _ - _ „t , _ ~ i w - . _ . _,..,.m . . P , - - . ,r 1
.w...-- ~ s- ~ - _ . ~ 6
STORM NOTES ~ ~ ~ , ~ ~ _ i TTTT.E _ / j ~ ~ _n r- / / Mi
i. ALL ON SITE DRAINAGE SYSTEMS 10 8E PRIVATELY MAAVTABIm. l ` ~ ~ \ C7 - ..,-„s. l ~ ~ ~,a r a ~ " _ - ~ ~ ~ _
. _ 2. CONTRACTOR SHALL INSURE A MINIMUM OF 1' OF COVER OVER ~ ` _ ~ - _ PIPES ENTERING STORM WATER PONDS. ' • _ ~ - , M r ~.i ~ a RAD . G ING & STORM l
~ < _ _ b ~ ~ T-`~" u . , r ; , , r.. r , t GRAPHIC SCALE RAINAGE PLAN t D
3. CoNSTRUCTKM~I aF STORM SEWER SYSTEM SHALL COMPLY WITH j _ z
CITY OF RALEIGH STANDARD SMCIFICAMONS a o 15 30 60 a d
w j (n SHEET U)
MAINTENANCE IF x
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF IN FEET
SURFACE. TOPDRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS. U c 1,00 1 inch = 30 ft.
MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. 0 L a

.r ' , . r" .rte - ~ .r • ~~~Lnco ~ oo~r~o 0
- W " : r ~~-~ON U
L~_I , , _ r- L ~NOO ~ a~ 11=
. _ w . . - - " tf ~'~vo0a0 ~
~ , " ~ ~z~co~ F~ ~ ~
i ~ t~ ~ - - - o ~I I ~
~ r r. _ _ _ ~ ~ N C7~~ U
t C~ ~ - s • _ f - ~ U 3
= _ - ~ O - x ~
~ , " ~ O ~ ~ 3 ~ ~
r ,f ~ ~ : _ r~.. Bio~R~ Bio-Retention Calculation - Torrnhomes al Falls YNa~ ~
s - Bio~tetention Calcr~ation (conYd) - Townhomes at Falls Village
. - ~ ; " d f` Pos~dev p nt 6io- - - ela me re ~ r _ - :development bio-retention drainage area = 1.70 saes
't , ° i r r - s. x„~ s r F r ~ ; Breakdown of Drainage Area Check 1 yr Stann Detention ~
i ~ 1 ~ r L~INidgO.i~
E ~ 1 ~ r - , ~ Drains a Area ~ ~ Determine Pre-Development 1-yr Storm: Site is: 0.00% impervious CN = 98 Drains a Area Area aces 'C' Value C x Area 100.00% openAawn CN = 70
_ ~ f - F ~ mpervious pndudes future dev~ s ~ Open Space I Lawn (indudes future developmenq 120 0.95 1.14 0.00% wood CN = 70 0 den Space I Lawn 0.50 0.30 0.15
.y c ~ Wooded Wooded 0.00 0.20 0.00 Composite CN = 70
. ~ , f , ~ ~ r~ _ . o ~ ~ ~ TOTALS: 1.70 1,29 aces 56192 sf Precipitation = 3.00 in
~ I S = (10001CN -10) = 4.29 in ~
r - ' r' Size Bio-Retendon Pond i ~ n f ~ndon Pond
~ t Sand Bed Indude - (P - 0.2S)z Sand Bed Induded in Pond? s (YES OR NO} IfYES, Size = 596 of Total CxA Runofr = p + 0.8S ( )
, i If N0, Size = 7% of Total CxA = 0.71 in
Required Size = Required Size = 2,810 sf
r' Determine Post-Development 1-yr Storm: Site is: 70.59% impervious CN = ~
" M S1ze Provided = Size Provided= 2,900 sf 29.41% opeMawn CN = 70
0.00% woods CN = 70
U,,, Check Quanfi~ of Runoff Entering N of RunofF Enterma Pond Composite CN = 90
x:,~ . M 4 Recommended Maximum Quo = Precipitation = 3.00 in led Maximum Qto = 5 cfs S = (1000/CN -10} = 1.14 in

rt ~ . ; f Q10 = CItDA wflere: where: c = 0.76 (composite from values fisted above)
,ti I = 7.22in1hr assumedworstcase Runoff= (P-0.2S ro ( ) (P+0.8S)
, A = 1.70 aces = 1.9fi in
Quo- 9.31 cfs 40 = 9.31 cfs > 5 cTs NO GOOD Rate of InlNtra6on Volume to Runoff Volume = 0.52 (as~me sandy loam for plant bed)
~ ' ti 1.98
D Check Vdodly of Shea Flow Enti lv of Shera Flow Enterma Pond 0.26 (VS111,)
X ` i j ~
° Channel Dimensions at Point of E s - 9 t _ Fran Figure 6.1 of TR-55 Manual, Ratio of Peak Outflowto Peak IMlow = 0.27 snsions at Point of Entry: height or helgftt = .33'
pert right whMh = ZA' = 73 % Reduction sioPR wirnh slope fight ~ = 2 :1 in 1-yr Storm
~ ti ~ ° left sl = 2 :1
. - i " Area of Flow, A - .87 sf Post Runoff Through Pond = 0.53 in < 0.71 in OK low, A = .87 sf Manning n = 0.013 (pre)
- Channel Slope - .01 ftlft I Slope = .01 tlft
• ~ Vio = 4.56 ft?sec ~ j ; Vto = 4.56 ftlsec > 3.00 ftlsec 'Use Ap rap in channel to reduce vebcity
' ; ~ ~ F ~ i S
~
\ ~ ~
~ ~ ~'e ~ PRELIMINARY NOT
< ` ~ : < ~ / i a t < i [ ~ ~ ,
i ~ / RELEASED FOR
k CONSTRUCTION
`'1 .
~ ~ '`~i
~ _
~
. i
•`l ..l ~ ~
•1 i ` ~ ~ ~1 \ ~ ~
t i. 1 ! U ~ STORMWATER MPACT ~ ~
t i , : ~ 4
PRE-POST FLOWS 'E' o ~
a V1 ~ a O RUNOFF INTENSITY INTENSTY INTENSITY AREA FLOW-1YR 6HR FLOW-10YR FLOW-26YR ~ . ~ O
~ ` 14 ~h COEFF. (INMR) (INMR) (INAi#i) (Ac.) (CFS) (CFS) (CFS) a 0) ~ v) C I.1 I-10 I.25 A Q2 Q10 6t25 w ~ ~
~ ' EXISTINI ~ , EXISTING 0.20 4.5 7.22 6.7 2.82 2.54 4.07 3.78 a • ~
EXISTtNI r''~ 4.5 7. r ~ ~ EXISTING 0.30 22 6.7 1.7 2.30 3.68 3.42 , ~ ~ ~
POST DE' POST DE POST DEV 0.3 4.5 7.22 8.19 0.5 0.68 1.08 1.23 ~ ~ M c~ ~ ~ M POST DEV 0.2 4.5 7.22 8.19 2.82 2.54 4.07 4.62 ~ Q ~ O
W POST DE POST DEV 0.95 4.5 7.22 8.19 1.2 5.13 8.23 9.34 ~ M"'I 3 ~
t ~ ~ h--I ~
: . 4 F t ~i ~ _ { r F '~.,.yY ~ ~ ~ TOTAL PRE DRAINAGE AREA: 4.5 ACRES ~ ~ a ~
t : x• l l ! G ~ r 0 INAGEAREA: 4. ~ ~ 0 ~ TOTAL POST RA 5 ACRES ¢ tv ~ a q
f r~ \ Z a~ 3
( - t Y„ 3 0 4-+ ~ ~ ~ PRE DEVELOMENT 0
EXPORT EXPORT ~ ~ ~ ~
i COEFF. FROM USE o a O
` ~ ~ LAND COVER ~ , \ ti , _ , , ~ UNDISTURBED OPEC ND COVER LBS/ACIYR LBSIYR v ~ ~ ~ C~ m DISTURBED OPEN SPACE 0.6 1.69
~ `t ~ ~ ! MANAGED OPEN SPi w r+ ~NAGED OPEN SPACE: ' ~ . - a ~ a
GRASS-LANDSCAPI~ ~ ~ r ~ ~ J ~ ASS-LANDSCAPING 1.2 2.04 O N ~ o
m . ~ 'ERVIOUS AREA 21.2 a ~ V N TAL 3.73 ~ ~ ~
, _ TOTAL , ` ~ o ~
~ ~ ~ ~ NITROGEN LOADING j s~ ; 'ROGEN LOADING RATE 0.83 x ~
w - - o r ' POST-DEVELOMENT ~ z
~b. r -w i EXPORT EXPORT w
~ i - ~ r COEFF. FROM USE ~ o
~ 1 ! LAND COVER r a - t { ~ ~ ~ ~ ! ~ UNDISTURBED OPEC ND COVER LBSIAC/YR LBSIYR ~ N DISTURBED OPEN SPACE 0.6 1.69
~ ~ ~ ~ MANAGED OPEN SPi ,NAGED OPEN SPACE: H ~
GRASS-LANDSCAPI~ ASS-LANDSCAPING 1.2 0.6 0
IMPERVIOUS AREA TOTAL 'ERVIOUS AREA 21.2 25.44 ~ ~ TAL 27.73 ~ o
w ~
NITROGEN LOADING 'ROGEN LOADING RATE 6.14 H REVISIONS 3
LOAD AFTER BIOREI LOAD AFTER RIPAR6 AD AFTER BIORETENTION 4.29 i AD AFTER RIPARIAN BUFFER 3.01 MUST BE LESS THAN OR EQUAL TO 6 - OK O
LOAD OFFSET BY Pp AD OFFSET BY PAYMENTS NA o
FEE AMOUNT EAMOUNT NA ~ v
A o 0 a
a Y
N a
TERNATE CALCUI iERNATE CALCULATION o ° TREATED UNTREATED v Q
EXPORT EXPORT EXPORT
COEFF. FROM USE FROM USE a L
LAND COVER UNDISTURBED OPEC ND COVER LBSIAC/YR LBSlYR LBSIYR ~ s DISTURBED OPEN SPACE 0.6 0 1.69
MANAGED OPEN SPi 3 IVAGED OPEN SPACE: w
GRASS-LANDSCAPI~ ASS-LANDSCAPING 1.2 0.6 0 a PROJECT#; 03437 DATE: 04JI9/04 ~
IMPERVIOUS AREA TOTAL 'ERVIOUS AREA 21.2 25.44 0.00 ~ o TAL 26.04 1.69 ~ DRAWN BY: B : ~
WF t~CI~D Y
NITROGEN LOADING 'ROGEN LOADING RATE 15.32 ~ TI1T.E ro
LOAD AFTER BIOREI LOAD AFTER RIPARI, AD AFTER BIORETENTION 10.72 x ~ AD AFTER RIPARIAN BUFFER 7.51 GRAPHIC SCALE a ~
LBSIYR S1YR 12.7s 1.692 a o
LBSIYRIAC 31YWAC 3.20 AVERAGE MUST BE LESS THAN OR E UAL TO - K o s to BIORETENTION ~ 0 6 0 20
i non n~GCr:r Rv as on nr:GCrr Rv anveecarc ue I r I I . , . n n. r
FEE AMOUNT y v EAMOUNT NA DAWIN
vi o a L
IN FEET ~ SHEET
1 inch = 10 ft. Ir `3
x U
U C2,00 v O o
d

• >,co r~ ~ cfl ~
GRAVEL & RIP RAP BASIN ~o~~o 0 ~~~ON U
L ~NOO ~
STRUCTURE DRAINAG DENUDED SIZE WEIR VOLUME VOLUME ~ ~'~UCOaO N
# AREA AREA WIDTH LENGTH DEPTH* LENGTH REQUIRED PROVIDE ~ z I~ ~ ~
(AC) (AC) (FT) (FT) (Fi') (FT) (CF) (CF) N~ ~ co c~ ~ o ~I I ~
1 3.2 1.6 30 45 6 0 5,670 6,750 ~ ~
• ~ ~ o~ o~ U ~ U ~
*INCLUDES 1' OF FREE BOARD. O - x 3
• O ~ ~ ~
~ • ~
•
m._.___.. r.
_
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t ~ 1n a - ~ _ _ n_ >..a.
- ~ ~ - ,.a n_ ~ ..~r~ ~a,~ ~wc» aces: a ~._..:w_, qw ~.c«..; m - - - ,~.-.u r exi~a t. ,u _ (,B 1A
, - - : _ , i .r. ~ ,,t , ~ d _ . ~ r J .n ,t ~ s~ ~ s , _
: ~ _ H 7 - . CB 8 -
, F
~ ~ ~s ,,~_,m._ % , - ~ z ~ r' ~ ti
R - 404. ~ ~ A, _ _W~ B 1~fF~ _ . ~ _ - ~ , ~ - '~'z3s R
ON r , . 415 b,- - s _ ' L ARY N T
NSE~ ~ ~ / PRE IlVIIN 0
_..,..m.,.. 1 a . r ~ , , ~ i u ~^e~,M , t y, r ~ RELEASED FOR ' 416 - - ~
~ ti.. N ~ 4 . CB 10~ COS U l,r .emu ~ "c 1~! j ~.,.f
~t ~ - i d u. e i 410 k~ I 417 ~~F 1 di y nns
, . _ ' t ~ 1 , ) 7 > i : : s i 1 Ii ~ey>' i ~
; { i i _ \
- - - - ~ ~ ti J
; . ~ ~ t~
- - - s -u J ,,,.,J....a .a^^ * . % k s l ~ 2 _ ~ % r y ~
I s i i .j. U r m - .w ~
~ ~ _ - i - ~ ~ _ - / / ~ i ra ~ f r^
i ~ I o---~--' n~~. C~ - N AA\\
~ ~~f ~ *~~°"t ..w ~o ~ .'gyp ~ i~...m.~'? ~ ,1 w CB 2 J ~ : ~ ~ ~ ~ ~ ~„j . ti
f ~ ' ~ ~ ,r: ~ ~ _ H °S ,.des _ 4" : "2 ~
-F~ ~ , , . k . , ~ . d x.t,.,.- xw.r,.,_..,..,_.~ O
g.. p _ _ GEN - - _ ~ , S ~ EC PU~I LE D . _ _ a - _ b-- ° F~ ` , a _ ; ~ ; a ~ bA p" o ~ ~
r a - , - r- - - - ~ ~ ~ a N ''d o
SILT FENCE ,5 ~ - _ _.~,.va, iF ~ _ ~ ~ , SF . ~ - w ,~7`~ t , ~ ~ n A ,.~.rF~_~,,~.,~~. _ a x_ ~ ~ _ Face
TREE PROTECTION FENCE ~ ~ ~ - ~ _ . . i , TP TP ~ BUF x , ON _ r DIVER510N DITCH 1D , ? / / - i ER ~ ~ ~ ` ~ w i ~ ~
C a , ~ ~ ,:n ~ ~ _ , ~ , LIMITS OF CONSTRUCTION ~ . . ~ ~ - _ "4as ~ - td ~ M
~ - r _ - t ~ i o ~ ~ ~ - a ~ . r ~ z p ~ o J 3 M
0 _ _ ~ ~ ; ~ zT _ vi I~ - ~ ~ ~ eaa _._w a y ~
a, _a j ~ ~ ~~0,. ~ a _ ~~,mM__._ .__.~m
x ~ v ~ ~ ~ o~
- CUSTOM BASIN " " _ _ s _ 'rte ~ ~o l ~ o ~
t ~ ~ r,. _ r , M , e , ~ r- ~ . - ~ _ _ ~ t _ _ - ` 0 ~
, _ T... 7 . ~ - ~ f ~ ~ ~ EROSION CONTROL NOTES. ~ , ~ ,
CONNECT EXISTIN z ~ ~ o ~ o a - n ~ r--I O N
1. DENUDED AREA = 27 ACRES f ~ o o 2 IMPERVIDUS SURFACE ~ 1.2 ACRES \ CB 12 18 RCP TO CB 4 ~ ~ o
3. TOTAL AREA ~ 4.53 ACRES FE S 1 ~ t°,. l 4. REFER TO SHEET C 1.0 FOR ~ _ 3 w
J STORM WATER INSTALLARON SCHEtwLE ' ` ~ _ - _ _ - ~-i a _ . _ ~ _ _ _ _ x Ri o N o ~ ~ V o
5. TREE FENCING SHALT. BE DISTALI.ED BY I ~ ~ , _ _ ~ , t OWNER AND CONTRACTOR MAINTAINED. TTOM4, EL ~40~50 ` -p.,.~ a N ~ ~ ~
ti f~ - 8. SEEDING SCHEDULE AND SEED 8ED PREPARATION ~ ` _ _f - 'EL. `~F04.Q0' ` xtE SHOwN aN oETal sHEET c s.a ' ' ~ _ , , - CB 4 a ,
- , t , 7. CONTRACTOR TO INSTALL INLET CONTROL AS PER ~ ~ ~ _ ` - - I F ; . DETAIL ON SHEET C 8.0 AS NECESSARY. s ~ x F - CB 6 _
a.- ~ r ~ ~ , _ , , , i r . 8. SLOPES 21 OR GREATER SHALL BE STABALQED ~ - . ~ ; _ _ ~ w .
. - W/ FORTRACK 35/20/20 GEOGRID PER MFG. ~ - oR APPROVED Eavu. ~ w_ STORM PIPE IN,TERS'~~'f~r - ` - w cn _ A~
~ ` ~ 'INVERT 24"R~~.~ ~ ` CMAIN LINK FENCING, ~w 4a~.~z' . _ ~ o t ~ ~ _ ~
~ • ' ' ~ ~ ~ TO MATCH EXISTING ~ ? INVERT 3B RCS- ~7~07.'' - , GENERAL SITE NOTES ~ ~ ~ , t. „ s~ ~ z - e_ . _ w, ~
1. THE CONTRACTOR SHALL OBTA81 AND PAY FOR ALL NSPECRONS, - o- \j , a w e, ~ 3 i ~g _ , , F
CERIIFlCARONS, EQUIPMENT, ETC. 1HAT MAY BE REQUIRED. ? , ~r-- ~ ~
2 THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE ` ~ ~ ~ , SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, a W d. _ ~ ~ v, ~ ~ _ _ ,
TRANSIRON, FlT11NG, ETC. THAT MAY BE REQUIRED FORA ` COMPLETE AND WORKING SYSTEM. ` o _
- 3. 1HE ENgNEER AND/OR ONNER DISCLAIM ANY ROIF fN THE - t ' ' ~ ~i llP Y ~ ~ ISIONS _ - 0 a
CONSTRUC110N MEANS AND METHODS ASSOCIATED WITH THE ~ h ~ ~ PROJ<CT AS SET FTNi1H IN THESE PLANS. - - w JB , ~ o <
4. TRACTOR SH MAINTAN AN "AS BUILT' SET OF ~ - ~ . - ~ - CON ALL z y _ o ~
DRAWINGS TO RECORD THE E%ACT IACARON OF ALL PING - ~ _ U t . - i ~ 0
PRIOR TO CONCEALMENT. DRAWWNGS SHALL BE gVEti TO THE ~ ~ ~ . ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF EXISTING BIO RE1 i i Q t TING BIO RETENTION BASIN - " 1 o a
THE 1RANSMITTAL LETTER TO THE OWNER. i~,, i ' 7; ~ x , ~
~ 100 r. el. 317.88 5. IF DEPARTURES FROM THE SPEC~ICATKINS OR DRAWRGS ARE ~ ~ ~ _ Y DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH ~ ~ .w ~ , 317.88 (see plan by rice and associates);. r.~- _ o r < i
DEPARTURES AND REASONS THEREOF SHALL ~ S~IBMITiED TO \ ~ \ , THE ENGMIF.ER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT j` z ~ F.~. ; , x ~ , ~ . Q
. ~ `v , , DOCUMENTS SHALL BE MADE NiTHOUT THE WRITTEN PERMISSION , , ~ w i ; w_m.wd. _ _ ~ . r ~ _s- . , ti .v_
OF THE OWNER. _n ~ ~ .l ` t ~ , ~ - _ ~ a, _ _ . _M_-~ _,w._~_..._._ ; - ~.r~. - o ~ r e_
8. 1HE CONTRACTOR MUST, AT ALL iiMES, KEEP THE PREMISES ' . . ~ \ , A 1 ~ . . ` t, ~ FREE FROM ACCUMULATKNrS OF WASTE MATERIALS OR RU88LSFI CAUSED f.. ~ _ _ _ - w-
BY HIM, HIS EMPLOYEES OR NIS WORK. ALL DEBRIS SHALL BE ~ ; "4 ~ ` ` •0 ' ~ REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. 'v- '9,p, F , _ _ _
~ _ : w~.-- - _ _ " ~ ~ RO 03437 DATE / ' " . _ P ~ ~ _ ...~r _.N~~
. _ ti ~ ~,1 G' _ , _ r _ ~ ° _ _ _ s _ _ ~ _ r _ m " DRAWN BY WF CHECKED BY
, ~ - _ .~-aA _ _ ~...:i -
F _ STORM NO ES ~ ~ ~ - - . _ . _ ti _ s _ - ~x `y ~ r. . . ~ . _ TITLE ~ _s - _ ~
_ L ALL ON SITE DRAINAq: SYSTEMS 10 ~ PRIVATELY MAINTAINED. _ _ - „ - _ _ - . . „_r, - ~ ~
~ 4 . 2 CONTRACTOR SHALL INSURE A MINIMUM OF i' OF COVER OVER ~ - a ~ a ~
PIPES ENTERING STORM WATER PONDS. ~ ~ ~ . l,, a EROSIO SEDIMENT & d
Z /kWCTD1IPT/W K C7Y10{1 CCIICO CVC7C\I CLI~11 PNId V W1L r~ n~urr cr ni ~ ~ f''(IATTi?(1T AT A1\T
wrv ~ w awu~ .~m.n v u~ anrui wn~rti min - .n CITY OF RALEIGH STANDARD SPECIFICATIONS. Ulbt,l 111U 1JV tLLLt 4 ~Vl\ 11\\,/L 1 Ll u\ r/j 0
0 15 30 60 a d
SHEET x
MAINTENANCE
INSPECT CONSTRUCTION ROADS AND PARKJNG AREAS PERIODICALLY FOR CONDITION OF SURFACE. TOPDRESS VATH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER x Co ( IN FEET) O C3.0
SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAIN& MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT-PRODUCING 1 inch = 30 ft. o
AREAS SHOULD BE TREATED IMMEDIATELY. a

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SEWER 183.84'®0.50% U d
8 DI SANITARY 40 _ _ _ _ . _ . _ . Q U
ax F 3
186' w ~ _ _ _ _ _i O ~ w
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40 _ . _ . _ _ _ _N1SPR _ _ _ _ w / x REVISIONS 3
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392 ' _ _ _ . _ _ _ . _ PROJECT 03437 DATE: 04/19104 ~ _ - _ o _ _ _ ~ w
a DRAWNI BY: WF QIEC[~D BY:
DATUa! ELA'V I ~ TITLE F
J80.00 x ~ ~
~ ~ a EWER PLAN &
DO M 00 t~ O O ~ ~ ~ 00 ~ OD O N N M N 07 N M tt p ~ t0 I~ r r ~ n r p O (V (V N CV (V N ~ o ~ M~ a S N ~ ~ GRAPHIC SCALE
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Q Q Q Q Q V P 0 15 30 60 a
a ~
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SHEET 5+00 5+50 6+00 x
IN FEET x N o U C44,1 1 inch = 30 ft u
0 a

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a PROJECT 03437 DATE: 04/19/04 0 w y o
396 W = DRAWN BY: WF CHECKED BY: ~
DATUM ELEV
395.00 ~ TITLE
r ~ N O M N O ~ O N ~ M I~ ~7 ~ x ~
t~ 01 O ~ N ~ ~ ~ N t0 t~ O O O O ~ + ~ ~ r- N a SEWER PROFILE
/YT ITITTTN lVN ?T'n Q
Ni , 'wi Tl 'Ti .4-1 "t I "t I "t I UNAVHIU bUALL'' 0 2 OF 2
0 15 30 60 Coi Al 2
0+00 0+50 1+00 1+50 2+00 2+50 SLEET
x v Cn
( IN FEET)
u C42 inch = 30 ft. • v 1
0 CL

~~~~~5
UPSTREAM STRUCTURE ~g LAWYER TOP DEPTH STRUCTUREI ~o~~oo
FROM TO SLOPE DIA. LENGIN INV. E~• STD. DETAIL 3~~ON ~
(~I IFTI 1~1 I~0 I~1 l~l ~ ~NOO ~ a~ I I =
CB to CB 1 1.04% 41 . 4 6.57 CUNC T 1 ~'~vo0o0 ~ ~ z I~ I~ L
CB 1 CB 2 0.89% 48 103 413.04 412.12 420.W 7.00 CUNCDOT 840.01 M~1 c c~ co ~
CB 2 CB 0.90% 48 1 411 411 3 424 02 12.09 DOT 1 CB CB4 0.51% 41 4 16.67 T o TI I o
CB 4 JB 5 0.53% 48 17 410.29 H .20 430.82 20.53 CUNCDOT 840.01 LEGEND ° rn rn ~
JB 5 JB A 1.12% 46 17 409. 409.87 425.50 15.64 BMCDOT 840.31 ~ U 3
B 6 B A 8.00% 1 4 10.48 CUNCD 1 O - x 3 ~ws - ~ EXIST. STORM PIPE ~ O ~ a 3
B 16 CB 17 5.00% 12 88 411.88 7.48 418.12 6.26 CUNCDOT 840.01 ~ ~
CB 17 CB 12 5.00% 12 1 N412 6.86 CIMC T STORY PIPE ~ r
CB 8 C8 9 1.00% 12 90 406.28 407.36 414.95 6.69 CIfNCDOT 840.01 •
CB CB 10 1.00% 1 16 4 5.63 C T 1 CB 10 CB 11 1.00% 15 71 5. 41 .98 4.62 UNCD T 840. 1 CATCH BASIN
CB11 CB 12 0.50% 24 83 405.12 404.71 409.50 4.38 CIMCDOT 840.01 B B 1 0.50% 1 41 . 6.99 VNC T 1 AREA DRAIN
13 FES 14 0.50% 24 48 .73 403.50 418. 14.27 JBAVCD T . 1
B T 81 1.50% 12 410.94 4.01 C T .0 JUNCTION BOX
CB 15 CB 11 0.80% 12 25 .83 3.67 CUNC T . 1 •
RIB JB 18 5.54% 38 28 409.26 407.82 417.64 8.38 EXIST. RISER 18 JB 1 2.27% . 2 2 15.58 C T 1 FLARED END SEC110N
JB 19 8.00% 1 41 . 1 .58 1
JB 20 JB C 5.30% 38 91 401.48 88 409.00 7.52 JBINCDOT 840.31
NOTES: ~mUrn u1F sr.HGOLn F 1) CB = TOP OF CURB ELEVATION NCOOT 840.01- BRICK CATCH BASIN
2) PROTECT INLETS PER STND.14 NCOOT &10.31 • CONCRETE JUNC710N BOX i-..,, ~ .
FESCONCREIE FLARED END SECTION 9~`
i
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/ - Oii w'_i:~~t "J .35x \ 1 ~ N W PRELIlI~IlVARY NOT W r
- o RELEASED FOR qi"` k~
~ 90~ - - ~ x 41 1J ~ i CONSTRUCTION T ~8 13.00 13.54 415r 41 ~
N .rt, ~ / ~ p~ ,F ~ ~ 2.ox - E~~ ~ R ~ 415 41 .95 t 2.OR 2.17% 64~ ~ ~4
Ns ~ r ti -p R ~ ~ i~r 3.68R r!~ I
4 416 418,13 2. 1 1
A '~l ~ ' ' N \ , , { ~ 1p~ 4 i_ r ~ ~
KEY NOTES 'y ` `v ~ \ -.I v ~ 410 ' OAR. EL. 417 GAR tL ~ CAR. EL ~ Q- 414.78 EL OAR EL ~ I 1 i~,,':~a ~
\ r t` r , I 413.44 ~ ~ x 413.44 414.11 419.83 417.94 419.29 ,-zd A ~ Y
' Y SEWER EASEMENT I ~ I ~ ~ w A EXISTING 40 CITY OF RALEIGH SANITAR ~ { , 3.43 ~ d p ~ i ~ ~ c g ca 4.18 419.29 ~ ~ r 422----
B REMOVE EXiST1NG STORM PIPE ,1 ~ , . , _~y a ~ + ~~`5 ~ ~ ~ ,IL r' ~ ~ ~ ~ ~ ~ ~
~ i I C EXISTING RETAINING WALL TO REMAIN ~ ',,ti ~ I ~ r ----r i' i•r 1
418. i e V a~
D REMOVE EXISTING RETAINING WALL - _ pr / ' 4 ~ 41 /ii , _ z
E PROPOSED RETAINING WALL DESIGN BY OTHERS) ` \ ~ ~ ~o , ~r ~ _ r~ ; d 414 / w I O
E ~ ~ , BE CONVERTED TO JUNCTION BOXES ~ ~ ~ ~ F EXISTING CB TO ; } , ; , ~ 18 s , . + ~ ' alo Q1 t~ ~ N N r w CB 2 g
1.09 3. o .60 ~ !I
~ ~ I i 423 ~ - u; _ ° v, ~ r'' ~
_ ~ 1 it r~, ~ ~ • ~ rA O~
j~ ; - , ~ _ 4x - - m ~ ~ ~ q - _ ~ r-~ " c~ 4 8.43 I ~
~ i ~ ~ ~ .a 1 ~ ~
Y ~ d- 417.75 420. 4 B 4 ~ ~ 3 ~ a- ~ ~ ~ Face ~ ~ a4 416.42 - sit a ~ ~ c~ d
' R p BUS -~----i ~ w ~ p
i ~RVATION , .y . r`~ ( f r " 1.I ~ ~ a 415. 4 4 42. i ;;1! x ~ 'ty e~
1 5.5B7i 3.786 2.21x ~ ~ 0 3. ~ ! M ~ x Z ~
~ -non _~B--e?' ~ - - - a ~ _ f - _ ~ ~ ~ ~ ~ ~ ~ „ ~ ~ ~ l i` ~ ~ a~ ~
~ ~ _ _ 1,-:. ' • +~4 X00 / 4 1e 1 19x4 zo.38 !r~i ° ~ 4 ; ~ ai n.
~ !f 0 ~ ^ N
; h+1 $ w r' ~ N , ~ ; if H t~ ~ N
CB 17 ~ , ,
~'~,'I~r" ~ ~c3 ~ 4.5x 1 ~ ~t CB ~ 4.Ox 4. ' b5 ~ ~ ~ a ~ ~a ~ 5 ' CONNECT EXISTING a c'~
i\ ,,y _ t ° N a r U
t / ~ ~ ; s ° CB 12 419.24 ~ 18 RCP TOC64 rn 18.41 ~ ~ ~
tI s F 1 , ,a\ 0 d
~~s-' ~t JB 18 i p ~ ~ f 3 _ _ _ ~ ~ 1 ~ ~
TsIOBA N \ ~ J ~ ' i ~ i ~ ~ 3.99R ~ F 3.0X r °
z ~TOIu~ EL. 40 ~ 0 ~ • / r E E 42,.66 ~ ~ CB 4 419.00 E
` ~ i I r x\ I / 1 ~ u28.35 7 p
i ~ t Ij ~ , 1 1 I F CAR. ELF a26 ~ - ~ CAR. EL 420.83 422.1 B - - - z
~ \ t ~ / .J ~ / ~ GENERAL SITE NOTES ~ i ~ ~ ~ ~ 419.50 ~ ~ t, ~ ~ ~ h ~,t , O r:
4 ~ , STORM PIPE I i ~ti l ~ i; ~ ~ ~ CHAIN LINK FENCING t. THE CONTRACTOR SNAIL OBTAIN AND PAY FOR ALL 81SPEC11014S, ~ , ~ , ~ INVERT 24 R(~P~ r FENCING 423,42 e ~ w d
Y eE ~ ti ~ , ~ • r ~ TING CER11F1CATIONS, EOUIPIENT, ETC. THAI MA REQIARFD. ` , \ ` ' 1 J TO MATCH EXIS l ~ , INVERT 36 RC~~4d7 0~ Q _XISTING ~ ~ ~ ~ a o , ~
2 THE CONTRACTOR SHALL NOTE 1HAT THE ORAMiN1GS ARE 6 ~ ~ ~ ~ 1 I t ~ ~ ,1. 51 , SCNEMAIIC IN NATURE AND DO NOT SHOW EVERY OFFSET. , ~ ~ t. ~ t ~ I ~ ~ I A, ~ - REVISIONS ~
TRANSI1K111, Fl11810, E1C. THAT MAY 8E REQURED FORA ~ ~V ~i ~ ~ ' i I
CDMP~TE AND SYSTEM. I , t 1 ~ E ~ 1 , ~ v ' 1 i i 1 ~ t ,r aos.e~ I 3. THE oraNEER Arro/OR owr~R D~aNM ,wY Ro~E ~ n~E , A ~ , . , ~ 1 i I x I
AND METHODS AssoaATED rMtH tHE , I ~ ~ ~ ~ ~ ~ ~ ~ '\r~~ CONSTRUCTION MEANS ; ~ ~ \ 4;,`,, , , ,i ~ I E o B
PROJECT AS SET FOR1H n1 THESE PLANS ~ 1 , , ti i
4. CONTRACTOR SHALL MA81TAM1 AN AS BU8.1' SET OF ` j 1 ` ~ i ~ \1 ~ ~ \ ~ \ ` ~ OF ALL PIPMIG r"~~ 1 ~ \ , . : t ~ v ~ / DRANAHGS TO RECORD THE EXACT L.OCAlION , , j > s ; , ~ , ; t - ~ 0 2 r---__ ~ , ~ \ ~ x y
TD THE ! , i(`.`- ~ 1 ~ 1 \ ~ , ~ . ~ \ ~ ~ PRIOR TO 0011CEN,l~NT. DRATYMGS SHALL BE dVEN , f.~ ~ i t , ~ , ~ ~ \ , ~ ENdlEE3t UPON COMPLETION DF THE PROJECT rRTH A COPY DF ~ ~ ` ~ ~ , ~ ~ . 1 J ~ 7 , 1 ~ ti t ( f 1 , ~ " , \ 1 s t
THE TRANSMIrrAI LETTER TO TFIE owNER. y ~ ` , ; ~ , ~ , \ ion ~ ~ ' ~ \ \ ~ ~ ~ ~ ~ \ ~ \ .J \ ~ i i ~ ~ _ 1 i ~ ~ O ~ `I~i I {
s. IF DEPARTURES FROM THE SPECIFICIITKINS oR DRAwnrGS ARE I ~ ~ ~ \ ~ . \ ~ ~ i \ \ \ r ~C8.8~ < ~ } f ; t~ i
DEEMED NECESSARY BY THE OONTRACTOR, DETAILS OF SUCH \ ~ ~ \ • ~ ~ ~ r \ ! J DEl'ARTURETi AND REASONS THEREOF SHALL BE SIIBMITiED TO ~ ~ I i ` ~ , ~ ~Q , ; EXIST \ I SIN ( ~ , } ri f 1,=~ ~ I~'r III ~ EXISTING BIO RETENTION BA ~ ~ ~ r J, ; i ~ ~ , c 1 ~ , . I ,,i. ~
THE EN(;84<IIt FOR REVIEW. NO DEPARTURES FROM THE CONTRACT , ~ - \ ~ ` ~ ~ / ~ ti~a / ; ~ ~ 100 r. el. DOCUMEN75 SHALL 8E MADE Y8IHOUT 1FE YABTiEN PERMIS90N ~ ,L}' i i I \ rp, ~ Y sociates ~ ' ~ ~ I , ` ~ M ' f ~ r. el. 317.88 see Ian b rice and as ~ ` , r r t ~ i I I ~ 100 y ~ P Y ~ 1 },,--_______~__-...--~--J~. i+; ~ i 1 i L f Jrr i I i i~ c
~ r A ` OF 1HE OWNER. 1 ~ r r \ ' { ~
6. 1HE CONTRACTOR MUST AT ALL TIMES, KEEP 1HE PREMISES ~ ti, ~ 1 \ ~ \ ` •1 j ' \ \ ~ ~ FREE FROM ACCUMUUTIONS OF WASTE MATERIALS OR RUBBISMi CAUSED \ . ~ t\ ~ .1 ~ I ~ ' ~ ~ ~ -d15------"'~~~ / J / ~ ' ~ ~ ~ ~ ~ !I r'` _ _ / / / . i ! ~ DATE: 0419In4 ~
WORK. ALL DEBRIS SHALL BE ~ \ ~ \ r ~ , ~ ~ BY HRI, MS EMPLOYEES OR IIIS 1 ~ S \ ~ ' 1 \ REMOVED FROM 1HE PROJECT SIZE ON A ONLY BASIS. ~ I t ~ ~ ~ ~ ~ ~ ,,.1 , I , , PROIECI'#:03437 I ~ / I r ~ II-.
i, ,1 ~ ~ J ! , ~a DRAWN BY: V1>F CHECK BY.
\ 420 _ ./f !I i_,
~ * Wit;, ` I 'Nf ~ ,
STORM NOTE ~ ~ \ \
i. ALL ON SIZE DRAMAGE SYS1E)IS TO BE PRNAIELY MARJTANrED. ~ ~ \ ` ~ ~ ~2 • G,~ ~ . - - ~ GRADING & STORM
2 CONTRACTOR SHALL INSURE A MOO" OF f OF COVER OVER
~r PIPES ENTERING STORM WATER PONDS \ 47 ALE DRAINAGE PLAN GRAPHIC SC
3. CONSTRUCTION OF STORM SEWER SYSTEM SHALL COMPLY VMTH ~-1 CITY OF RALEIGH STANDARD SPECFICATIONS ~~r T a t f i{ _i 0 15 JO 80
1 ~ ~j 4 ! h SHEM m
MAINTENANCE ipF6 ( IN FEET) cloo a~
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE TOPORESS PATH NEW GRAVEL AS NEEDED. 0ECK ROAD DITCHES AND OTHER 1 Inch = 30 ft. Q
SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS. MAINTAIN ALL VEGETATION IN A HEALTHY VIGOROUS CONDITION. SEDIMMT-PROOUCING
AREAS SHOULD BE TREATED IMLEDIATER
rt --....ems.

/ c e ~,tD ~ In (0 a0~~0 ~
~ i i ~ J 3~-~ON ~
w' L ~NOO ~ a I I -
a,'~va0o0 ~ ~Z~~~
~ ~ _ ~ ~ ~ ~
N o ~I I a
~ _ x ~ Y ~ ~ i i ~ ~ N U
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~ ~ % S r, ~ ti...- v7
Bto~Reterrlion Calculation • TowMronres at Falls Vtlape &o4teteniion Cadcuiation (cont'd] - Townhames at Falls Yilage
Post~devdapment Woaetentiar dralnape ara = 1.70 aaa
Check 1~rr Stonn Detention
! r ; '
, / if Detemene Pre-Deveksxnent 1-yr dorm: Sile is: 0.00% impervious CN = 98 ea saes ue x 100.00% opeMawn CN = 70 e
- C , - l Impdvious (indui ~ Impervious (~rdudes fuhne development) 1 ZO 0.95 1.14 0.00% woods CN = 70
~ ~ Open Open Space 1 Lawn OSO 0.30 0.15 Wboded 0.00 0.20 0.00 Composite CN = 70
r ALS: 1.70 128 goes
r. s ~ ~ l,. 56,192 sf Pnrapitation = 3.00 in S = (t000/CN -10) = 4.29 rn ~
„ ~ t / ~ S'IZC BID~RElellhan Size &o-Reletrtion Panel
i , `1 ` J ~ t ~ ~ ~ \ ~ \ ~ ~ / RunolF= (P-02S
` \ 1 ~ Sal Sand Bed Included in Panel? s (YES OR NO) If YES, Size = 5% of Togl CxA (P + O.BS) ff N0, Size = 7% of Total CxA = 0.71 in
~ ~ ~ ~ \ ~ ~ A j 1 i f ~ ~ ~ ~ ~ ~ ~ ~
\ ~ ~ ~ \ 1 + ~ / Ri Required Sig = 2,610 sf
1 1 I '1, / Determine Post-Develaoment 1-yr Storm: Site is: 70.59% impervious CN = 98 Slze Provided= ~0 si 29.41% opeMawn CN = 70
~ \ -Kd 1 j l ~ ~ ~ I I ~ 0.00% woods CN = 70
~ 1' l ~ i
~ l ~ ~ t ~ ~ Check Qnaniv of Runolf Enkrira Panel Composite CN = 90 Preclpdation = 3.00 in
` ~ / ~ 'RecornmendedM~ 'Recommended Maximum Q,o = 5 cFs S = (1000lCN -10) = 1.14 in
~ ; ~ ~ ~ r I f ="a ~ /
~ \ ~ \ i ~ ~ Q10 ~IOA ~ 4„J V ~ 1 / ~ ~ Q,o =ctioA where: c = 0.76 (campostefiom values fisted above) (P- 02S1~ Runoff= I,o = 722 inlhr (a~umed worst case) (p + 0.8S)
~ ~ r A = ~ = 1.98 In
~ ~ ~ ~ ~ i l ~ ` ; i
~ ~ ~ i t a ao = 9.31 cFs > 5 cis NO GOOD Rate of IrrNhatian Volume to Runoff Volume = 0,52 (assume sandy bam fat phaM !?ed)
~ ~ ~ i i ~ I ~ ~ i C i ~ / ~ 1.96 = 026 NUJ
; 't~ ~ , ~ ~ r ' fl x ~edc yeloaty of. ~liedc VekicRv of Sheet Flaw Entering Pond
~ , ~ ~ ~ Frain Flgure 6.1 ofTR-55 Manual, Ratio of Peak Oulllowto Peak In1ow = 0.27
~ , Channel Dbnenaioi ~ ~ ~ 1 ~ ~ ~ j ,1 ~ ~ s Pont of E .33' Channel Dimenmon at nhlr = 73 % Reduction ; ' ~ , 1 left right wlah 2.0' ,r
i A t ~ ~ ~ stove avian scone ry fit d = 2 :1 in 1"yr Storm c ` ,
~ ~ ~ I ~ 1 ~ ` V istts+= 2:1 Post RunofFThrorr Pond = 0.53 in < 0.71 in OK 9h
l A t I t Aia of Flaw,; _ .13 (Pm1 Ara of Flaw, A .87 sf Mannln0 n 0 0
. ~ '4 ~ I t Channel Slap ~ ~ ~ I ~ ChannelSlape= .011f11t
~ ; V , ~ I I 1 1 I Vio = 4.58 tbsec > 3.00 tilscc "Use rip rap n channel to reduce ,
V 1 ~ ~ ~ ~ ~ ~ ~ ! "'.r ~ , - 9~
~ V ~ ; I ~ ~ ~ ~ l ~ I ~ G i.
~ \ i ~ I /
' \ _._i A ~ I I ~ ~ i rr ~ ~ I PRELIlVIIlVARY NOT
~ ~ ~ I I ~ ' ~ i l i RELEASED FOR
` ~ i 1 r t \ ti I I i i~ ~ ~ ~ 1 ~ ~ ~ ; ~ \ ~ . i ~ ;s I ; CONSTRUCTION
I I
~ ~ ~i ~ ~ ~ 1 1 ~ ~ ~ t ~
~ 1 ~ ~
~ V ~ ~ ` ~ 1 ~ / 1
( ~ ` ~ \ i
~ 1 ~ \ ~ ~ 1 I1
~ ~ ~ a
ti~ _ ~ A ~ ~ ~ ' 1 ~ s ~
~'ti \ ~ 1 ~ ~ ~ ~ ~ ~ ~ i 1 ~ 1 ~ ~ t
~ \ \ ~ 1 ~ 1 1 ` 1 V ~ A ~
~ z
~ ~ ~ i ~ 1, i ~ ' r ~ ~ ~ ~ ti li ~ ~ 1 , ~ ~ ~
1 i \ 1 ' 1 V o ~ a VJ bA f1+
~ ; 1 ~ ~ ~ ~ RUNOFF pfTElriSfTY MTEIISRY f11fENSRY AREA FLOW1YR6NR FLAW-10YR FLOW-25YR y, 'r+ g
1 t coEFF. l~l Ate) RAW 1~.1 l~l l~l ICES) ~ y mo ~ rl c l•1 Mo ~ A at ~
f ~ 5 t \ ~ ~ ~ ~ 4d ~ ` EXISTING 0.20 4.5 7.?2 6.7 2.82 2.54 4.07 3.78 ~ r ~
ti ~ 1 ~ V ~ ~ 1~ ~I 1 ~ ~ ~ 1 1 EXISTING 0.30 4.5 7.22 6.7 1.7 2.30 3.68 3.42 ~ V1 M
t ~ ~ f ~ 1 ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ 8.19 0.5 0.68 1.08 1.23 ~ a POSTDEV 0.3 4.5 7.22 ~ Crj ~,o POST DEV 0.2 4.5 7.22 8.19 2.82 2.54 4.07 4.62 ~ O ~ ~ M
` ~ \ \ t POST DEY 0.95 4.5 7.2'1 8.19 12 5.13 8.23 9.34 ~ r-i ~
i I ~ i ` 1 f ~ ~ t t 5 ~ ~t ~ ~ ~ \ ~ A a d ~ ~
i ~ ~ ~ ~ 1 ~ 1 ~ 1 \ ` ` ~ \ TOTAL PRE DRAINAGE AREA: 4.5 ACRES ~ ~ G. ~ x ~
_ S.\ i ~l _ \1 ` 1 ~ ` ~ TOTAL POST DRAINAGE AREA: 4.5 ACRES ~ N 0
1 ~ , I ~ ,1 ~ \ ~ Z ~ ~
~ I 1 _ A ~ ~ A ~ ~,i V ~ ~ ~ s~ a~ d PRE-0EVELOMENT o ~ ~
1 i ~ ~ 1 ~ ~ ~ ~ ~ r~ ~ ~ ~ EXPORT IXPORT 0 ~ a p a
~ ~ i ~ A. ~ ` ~ ` ~ COEFF. FROM USE y 8 ~
\ \ ll 1 ~ ` \ ~ \ ~ LAND C . ~ ~ ~ ~ t 1 ~ ~ V ~ A UNDISI LAND COVER LBSlAC1YR LBSIYR Ca ~ ~v M ~%i 0.6 1.69 ~ ~I
UNDISTURBED OPEN SPACE w MANAGED OPEN SPACE: x r-+ a ~
~ \ ~ r ;~-^I r~ i \ \ \ \ GRASS GRASSdANDSCAPING 1.2 2.04 p N ~ o
~ ' ~ \ ~ } L, ~ \ \ TOTAL IMPERVIOUS AREA 21.2 ~ l~ V 0. N
TOTAL 3.73 ~ ~ ~ H ~ o ~
- ~ ` ~ ~ \ 1 i' ~ "e \ ~ ~ \ \ ~ NITRO( ; ( ~ NITROGEN LOADING RATE 0.83
' ~ ~ \ ~
\ 1 i A ~ \ POST-0EVELOMENT ~ EXPORT IXPORT ~
7 ~ ~ ~ ~ ~ ` I ~ ~ ~ ~ ti ~ LAND ( COEFF. FROM USE
_ \ \ \ ~ ~ j I I ~ ~ ~ A ~ UNDISI LAND COVER LBSIACIYR LBSIYR
~ A i i ~1 ! I ~ V ~ r'J' \ ~ ~ \ \ . MANAG UNDISTURBED OPEN SPACE 0.6 1.69 o~ MANAGED OPEN SPACE: ~ 3 v
GRASS GRASS-LANDSCAPING 12 0.6 O ~
IMPERI IMPERVIOUS AREA 21.2 25.44 ~
TOTAL TOTAL 27.73 ~ o i
NITRO( REVISIONS 3 NITROGEN LOADING RATE 6.14 0 ~
LOADp LOAD AFTER BIORETENTION 4.29 0 ~
LOADp LOAD( LOAD AFTER RIPARIAN BUFFER 3.01 MUST BE LESS THAN OR EQUAL TO 6 - OK z LOAD OFFSET BY PAYMENTS NA o
FEE AN ~ ~ ~ FEE AMOUNT
Q 0 a
a Y m
a z a
ALTERI ALTERNATE CALCULATION ~ ~ Q
TREATED UNTREATED N IXPORT IXPORT IXPORT ~ v
COEFF. FROM USE FROM USE ~ ~ 0
LAND( LAND COVER LBSIACIYR LBSIYR LBSIYR s
UNDISI MANAC UNDISTURBED OPEN SPACE 0.6 0 1.69 ? d MANAGED OPEN SPACE:
GRASS GRASS-LANDSCAPING 1.2 0.6 0 PR01ECf 03437 DATE: 04119104
IMPERI ~s IMPERVIOUS AREA 21.2 25.44 0.00 ~
TOTAL TOTAL 26.04 1.69 ~ DRAWN BY: WF CHECI~D BY:
NITROf NITROGEN LOADING RATE 15.32 y TITLE
LOAD LOAD AFTER BIORETENTION 10.72 ~C
LOAD LOAD AFTER RIPARIAN BUFFER 7.51 GRAPHIC SCALE ~
LBSIYR LBSIYR 12.76 1.692 a RT(1RFTF.NTTIf1N
LBS/YR LBSIYRIAC 3.20 AVERAGE MUST BE LESS THAN OR EQUAL TO 6 - OK 0 s 10 20 a iJl V 1 W 1 \ 1 1 V 1
LOAD( LOAD OFFSET BY PAYMENTS NA BASIN
FEE AN FEE AMOUNT NA n- a
( IN FEET) SHEET
1 inch = 10 ft. v
x
C2,00

aO~t~O ~
GRAVEL 8~ RIP RAP BASIN 3~~ON U is ~NOO ~
STRUCTURE DRAINAG DENUDED SIZE WEIR VOLUME VOLUME o I I - a'~vo0o0 ~
# AREA AREA WIDTH LENGTH DEPTH* LENGTH REQUIRE PROVIDE ~ZI~I~ rn
(AC) (ACy (FT) (FT) (FT) (FT) (CF) (CFI c cD co ~ a TI I o
U) L~~L
1 3.2 1.6 30 45 6 0 5 670 6 750 N U ~ U ~
*INCLUDES 1' OF FREE BOARD. O - x 3 • O ~ ~ ~
~ ~
~ ~
•
•
~
~ Z.. \ i ~-'.---.._..~.__,,.r-' _--V
~
A' ` ~ ~ \ ?5 \ ~
i ~ ~ \ A ~ a \ ~
t y ~ ~ ~ I ~ ~ ~
r ~ \ ~ ~ ~ ~
"G, ~

~ ~ i ~ ~ ~ \
~
~ \
\ ~
A \ V ~ ~ \
_ ~ \ \ ; ~ \ ~
/
~
v ~
, r - y ~ ~ \ ~ ~ `.V` ~ ~ r~' 1'~ - _ i..
\ 1I p ~ L.....-. ...C~ ~
ss A a _
\ i CB 8 ,1,
\ \ i ~ , 1 ~ ~ v \ ; . is i N rl ~ ~ j / mf ~ ~ U y
1 i *I. ~ i l` ~ ti
b
41!~
NSE ! ~ ~ l ti- fi PRELIMINARY NOT ~ ;
~s. T i ~ t \ ~ ! \ ~ ~ RELEASED FOR ~ 418 ~ ~
~ - v ~ ~ I 10~ CONSTRUCTION ' i ,
417 ~ ~
1 ~ ~ ~ 410 i ~ ~ , ;
, k I I ~ ~ ! i,. 1 ' ~ ~ I
~ ~ ~ ~ -i ~ V ~ V r~ ~ ~ ~ ~ f ~ 1--,--"" ~ , ,
~ . I I
f7 ;KV i ~ ~g ~ __t_- f ~ ~l k ' I ~ I JV
- s - _ ; - 'i - ,r 'r1 i I 4j4j \ 1 _
~~„''~A,~ / n~
(d ~ t i ~ r- i ~ ~ l 1 I j I ~ ~ I
~ ~ - r.. - - ~ - - -t--SS ~ SS o ~ ~ Z - - SS ~ ~ ~ N N I r t CB 2 o U a~
I- ~ ~ ~ _ ~ 1!5 i = s~ - Z Y ,
' A ~ ~ l , ~ - ~ j I ~ I i t
$ do EC PLAN LEGQ~ID ~ ~ ~ i - i a ~ bA ~ ~ 1 ~a
, f- . ~
lac; : ~ ~ i ~ i J / . f SILT FENCE SF #F ~ ~--~\.J ~ ~ r,
TREE PROn:cnoN FENCE Tp I' TP , ~ ~ DER ~ t. ~ ~ ~ Face I pp ~ ~ ~
' ~ ' NATION 6U~ • avERSON o~rc~ m C ER > I N ~ N • ~I ~
uMITS of coNSTRUCnoN 1 ` 1 ~ ~ I' ~ p tE o t ~I ~ Cif
' ~ / _ _ _ / a ~ f - - - _ I c , ~ ~ 3
i % ~ A ~ I ~ . r ~ y ~ ~ , ( t ~ ~ a~
~ ! ~ x ~ b ~
I ~ . ~ CUSTOM BASN s ; li Q 0
1~ i ~ i ~ ~ ~ N , 16 U ~ ~
_ _ . r - c6 1 ~ ~Y ,f~ ~ / ~ 1: / i j ~i 0
EROSION CONTROL NOTES: ~ ~ _ ~ ~ CB 1 ~ . h 0 C ~ ~ ~ o~ I ~ CONNECT EXISTING o ~
\ ,v / t. DENUDED AREA ~ 27 ACRES ~ \ ! .4 \ / 'a !f iA 8 N
2 N~PFRVIOUS SURFACE 1.2 ACRES , ; C B 12 a TOTAL AREA • b53 ACRES ~n `.,F 1 ~ y 18 RCP TO CB 4 ~ ~
k 4 4. REFER >n s~Er c ~.o ~ ~ ~ ~i ' ~ ~ JB 18 ~ ~ ~ ~ , ~ x ~ a
STORM WATER INSTALLATION SCHEDULE ~ ~IOBA~51N 1 ~ e. TAE FENaNG s~ ~ tNSUUFD BY , , i I ~ - N
owNER AND CONTRACTOR MARIrANED. Olin, EL. 40`50 ~ e. sEEDn~G Sg1EDULE ANO SEED BED PREPARA110N I ( ~ ' ~ 'i ~ i""~ , I ~ ' i ~
ARE sHDWN oN oErAIL sHEEr c e.a ~ , ~ , CB 4 5 0 ~ ; ~
7. caNTRACTDR ro n~srALL Baer oou1RD1. As P~ ~ f ~ ~ , , ~ r-- DETAIL ON SHEET C e.0 As NECESSARY. I ` ~ , , ; J ~
8. SLOPES 21 OR lER SHALL BE STABAIJgD ` i ~ ~ , ~ ~ c ; ~ W FORIRACK 35 GEOGIeD PER MFG ~ ; ~ 'l ~ f / i ~ ' ~ 426 ~ ~ w w
I / a~ APPROVm w i ~ EQU I ~ ~ ~ a i STORM PIPE IN, f ~ ~ 1 ~ /ice ~ - ~ ~ U] ~ 4
~ ~V k, ' , ;INVERT 24 R~40~1. ~ r ~ A CHAIN LINK FENCING NG ~ r<;
~ f v ~ ~ i ? i ~ INVERT 36'R ~ T~ ~ TO MATCH EXISTING v ~ , 4d Q''ir ~ i I GENERAL SITE NOTES a ~ ~ ~ , , , ~ ~ (T/ ~ ~ ~ ,t i ~ ,~~y i~~il: ii / a
~ ~I i ~ i~.i ,1~ ) ~ 1. 'ME CONTRACTOR SHALL OBTAM AND PAY FOR ALL IJSPEECnONS, t v ` ~ ~ i 1 1 1 , I ~ I ' ~ ' I ~ f / ~ ~ ~ , ~ W
CERIIFlCA110NS, EQUIPLIE'NT, ETC. THAT MAY BE REQUIRED. ~ 1 . ~ 1, ~ k ~ ~ ~ i f ii L - w
z t~ caNntACroR sHALL No~E nur mE DRAwn~cs ARE I ; , ~ , ; ' , ! ~ t 1 ! 1 ~ i ' I ~v,ti << ~ SCFEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, „ A ~ I, 1 V ' ~v\ ~ 1 ~ ! I ~ I ~ ! j ~ ' ~ `v ~ ~ I t~ 1 . ~ , ~ , ~ . Ir~ ~ ~ ~ ----~..w.__~._._._..-- ~ ~
TRANSITION 1HAT MAY FORA ~ 1 ~ l i , \ 1 ~ , + . ! 1 A ~ S i I z l FiTTeiG, ETC. BE REQUMtFD i \ \ t t ~ { I ~~V~,, i ~ t '1 _ 4E~.A'~,i .A I~ ~ i III ~ OOIPLEIE AND WORKMG SYSTEM. ~ ; 1 . , i ~ ' \ ~ I 1 \ l , f 1 i l \ s '.1 A V A A~ .1 1 A ~
ir/~ ~ •i ~i,i ,v ~ , ~ ~ ~ l 3. 1HE ENCREER AID/OR OWNER DISCLAM ANY ROLE N 11E ~ 1' I ~ 1 i ; ~ 1 y 'v ~ ~ ~ A~~ A i REVISIONS 3 ~ ( \ a l i I - b 0 /
ooNSmucTroN ~ METHODS AssocuTED rrtn+ n~E , ! , i. i . ~ ~ ~ ~ I C PROTECT AS SET FORTH Ai 1HESE PIANS. v,~, ~ , ~A ~ ~ ~ ~ ~ \ ~ ~ l i i I , r.... ~ ~ x i ' L3 r
A \ 4. CONTRACTOR SHALL MAMiTAN AN As BUILT' sEr of ~ ~ , : ~ a. - , ~ \ \ ~ ~ \ t z t ~ , r . .w r i~ t---- 1 t ~ ~ a
DRAwn~s To RECaRD DBE EKACr LOCAnON aF ALL a~NC may, - ~ ~ ~ ~ ! ~ ; PRIOR 1D CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ~ 1 ~ , ~ , ~ ~ ~ ~ ;,-0~ ~ ~ M ~ v 1 I r ~ ~
ENGINEER UPON COLpLE110N OF 1HE PROJECT WI1H A COPY OF i J I < . ~ ~ l A , I, 'y 1 { ~ i ~ ~ ~ 1 1 ? I ~ I ~ o a EXISTING BIO RETENTION BASIN ~ ~ ~ ~ ' + ~ , a
THE TRANSMITTAL IETTER TO THE OWNER. , : r ~ ~ ~ ~~i \ ~ 1...f ~ ~ EXISTING E ~ /r r , ~ ti , { , E
a ~ DEPARn~aES FRaM n+E sPEaFlCAnars as oRAwn~GS ~ v, , ~ ~ v o, . ~ ~ ~ ` \ A ' 100 yr. el. 317 vv~~`~~ ~ i ' . ~ i ~ DEEMED NECESSARY BY 1HE CONTRACTOR DETAN.S OF SlGI ' '1 A ~ ~ ~ ~ ~ ~ ~ v. ~ ; A~ r~ v V / ~ 1 ' rice and associotes 'i ; ~ ~ . ~ v yr. el. 317.88 (see plan by , . , ~ , ~ ~ I 1
DEPARTURES AND REASONS THEREOF sHALL BE SIIBMITIED m ~ ~ ~ \ ~ , ~ THE ENdlFER FOR RENEW: No DEPARTURES FROM THE CONTRACT \ \ , F ~ \ \ ` ' \ I. - .r---~ I y Q
oacr~ENT$ sMUI aE MAOE rMn~our nE wwrlEN P r `k. ~ ~ \r'~~\V\~ v:~~ ~ . ~ A ~ of ~ awrrER. ~~t , ~ , . ~ S ~ ~ ~ ~ ~ ~ , l ~ .A . ~~~v v ; ~ `v ~ / ____.__.--.------415 s'' ` , i id's v~ m
a n+E oONTRACTDR Musr, Ar ALL nMES, K~ ~ PREw~ ~ ~ ~ G' \ ; , I~ ~ ~ f ' ~ I
FREE FRaM Anars of w MA Ruee~ , F ; \ 1 i ~i, ~ A' ~ A AsiE rERUUS oR ciu~EU a ~ ~ . r A~ ~ j t ~j 1 ~ ~ ~ BY HIS EMPLAYEES OR HIS WORK. ALL DE13fbS SHALL 8E ' ~ A ~ ~0 '.A - 420-"___ _ ~ r ~ ~
REMOVED FROM n+E asaecr STE oN A DAILY BASS. ± ~ , 9 ~ ~ ~ - / / ~ A l
.=-A,-~' ~ ~ i ~ lam'' ~i ~ PROIECI'#: 03437 DATE: 04/19A}4 m ~ o
V ~ • 1 ~ ~ ~ ~ A~ ~ 4~a ~ G 1 v~~ \
' ~ ---''i''-'~- ~...r- - ~ ~ DRAWNBY: WF CHECI~DBY: N
425 ! 't - - _ ~ ~~`3~ r m TITLE i~ _ r> ~ - - _ _ _ ~ _ r.
- 1. ALL ON StiE DRAINAGE SYSTEMS TO BE PRIVATELY MAINTARED. i ~ \ ~ - - ' 4 '`~i \ i ~ times., . , `_"1 ~ ~ C' -F' _ '
2 CONTRACTOR SHALL NISIIRE A Me+aRml OF 1 OF COVER OVER ~ ~ 1 ; ~ PIPES ENTERING STORM WATER PONDS . _ ~ ~ ' \ i, ~ ~
~ ~ 1 i ~ SF.nTMF.NT ~ F.RnSTn
I CONSTRUCTION OF SroRM SI:IUER SYSTEM SHALL COMPLY IMTIH IFF CITY OF RALEIGH STANDARD SPECIFICATIONS. , GRAPHIC SCALE CONTROL PLAN
~ o 0 1s 30 60 a a
MAINTENANCE of SHM x
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF V1
SURFACE TOPDRESS TNTH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS ( IN FEET)
MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. O 1 inch = 30 ft C3.0 o
c%

UPSTREAM STRUCTURE UPPER LOWER TOP DEPTN STRUCTUREf ~ >,CO r~ to cD
FROM TO SLOPE DUL LENGTH INY. INY. ELEV. STD. DETAIL ` 60~r~0 ~ 3~-~Oc~ ~
1~+1 IFT) IFl'I 1~1 1~1 IFTI ~ ~NOO ~
B 1A g 1 1.04% 41 41 .24 6.57 CIA4C . 1 o 1 I - ~'~v00o0 N
CB 1 CB 2 0.8996 48 103 413.04 41212 420.04 7.00 CIAVCDOT 640.01 CB 2 CB3 0.90% 1 11 41 424.02 1209 IM T 1 ~zhl~L c co cfl ~
CB B4 0.51% 41 16.87 C T o TI I o
CB 4 JB 5 0.53% 48 iT 410.29 410.20 430.82 20.53 CIINCDOT 840.01 JB JB A 1.12% 48 17 409. 409.87 425. 15.84 BAVCD T 840.31 ~ ~ LEGEND
B 6 B A 8.00% 12 1 4 1 10.48 VN . 1 N O~~ U ~ U 3
EXIST. STORwI PIPE O - x 3
CB 16 CB 17 5.00% 12 86 411.88 407.48 418.12 6.26 CUNCDOT 840.01 CB 17 C 1 5.00% 12 1 40 T1 4U 1 6.86 T • O ~ O 3
STORM PIPE M
CB 6 CB 9 1.00% 12 90 406.28 407.38 4U.95 6.69 CUNC T 840.01 CB C 1 1.00% 1 1 4 19 5.63 CIAYC T . 1
CB 1 CB 1 1.00% 15 11 41 98 4.62 UNCD T &10.01 CATICFI BASIN
CB11 CB 12 0.50% 24 83 405.12 404.71 409.50 4.38 CUNCDOT 840.01 CB1 1 0.50% 1 404.5 3 9 41 6.99 C T 1 AREA DRAIN
13 F 14 0.5D% 24 46 .T 403. 418. 14.27 BAVCD T 840.31
T B 1.50% 12 41. 4.01 T .1
CB 15 CB 11 0.80% 12 25 405. 3.67 CUNC T . 1 JUNCTION BOX •
~ B JB 18 5.54% 38 28 409 407.82 417.64 8.38 EXIST. RISER
18 JB 1 2.27% 2 15.58 T . 1 FLARED END SECTION
JB 19 8.00% 1 41 13.58 1 JB 20 JB C 5.30% 38 91 401.46 396.68 409.00 7.52 JBAYCDOT 840.31
xm~rn~ cr.Fxrnn F
1) CB = TOP OF CURB ELEVATION NCDOT &10.01- BRICK CATCH BASIN
2) PROTECT INLETS PER STND.14 NCDOT &10.31 • CONCRETE JUNCTION BOX FES-CONCRETE FLARED END SECTION { 1 1 ~ 1
,fir ` ~ _ n~ , ~ r ,l~dCti'a F iC~' Vii. ('Ca -'''Of
i ~ ~ 0 ^,-.__---..___.,r-'i' ,--rte
~ ~ . ~ _
'a` . ~ y , 't ~ , 43 ~ ~ ~
j ~ ~ ~ ~ A ff ~ ~
\ ~ ~`u 1 , i ~ ~ y ~ \ l ~ °
~ _r,~
~ \ \ \ ~ \ ~ ` ,
~ ~ , ~ \ _
v ~
` ~ ~ 1 ~ \ \ \
~ p ,
'tip ~ \ ~ ~ \ ~
\ \ o ~ . ~ ~ 1;
- \ ~
~
,,y~ ~ ~,v ~ E
. \ ~ , ~ ~ ~ ~ j..+~ ~ , ~ c-=-% k5 k
, . ~ ~ ~ ~ . , M
~ . ~ , " CB 1 A
q~; ~ ~ 2.307r CB~B Y ~ _
~ 407.81 ~ ~ , ~ ,,,w,,t .~5x ~ N PRELIlVIINARY NOT
~ I i /i W A ~ / i 0 _ ~ti RELEASED FOR
_ \ I ~ - - 4O - - z - - t 13.00 13.54 ' N T 4, ,5 CONSTRUCTIO
~ N $ ' r== '~'~~.5~x~ ~ ~ 1 ~ ~ C ~ 415 41 ~i . ~
VAS `B 7 zox ~ R ~ I 2.071 2.17% 645 1 i ~ ~ ~ d 3.665 r,J
~ ~ ~ ~ 4 3 4 416 416.13 2. 1 1 ~ ~ I
~ i ; v ~ P_ w; J ~ ~ - - r
I ~ ~ ~ + ! KEY NOTES ~ , 1 , - rvs. a. GAR. a. 417 ; ~
~ i 4,o CAR. EL. ` ~ ~ ~ ! 416.44 GAR. EL 414.11 414.76. 1x83 417.96 EL ( 1 ^ ~ 413.44 4 419.29 ' I ( r~~. 4 I A ~ V
T1N 40' CITY OF RALEIGH SANITARY SEWER EASEMENT ` ' 1. ; ~ ; ~ ~ I ! A ~ ~ ~ ~ air-----~.~y ~ '7 4.78 419.29 i ~ ! t ? ~
i•...~ ~ i I ~ Q g N B REMOVE EXISTING STORM PIPE ~~~y ~ j I ~ ; , l 1 ~ ~
~ ~'-rte.. ' ~ ~ { ~ ~ I C EXISTING RETAINING WALL TO REMAIN ti , ; ~ ~ , j
,,~a I 41 ~ ~ I i ~~Uv N
D REMOVE EXISTING RETAINING WALL - , i ~ I 414 .e5 9 V ~ a
r , ; Y OTHERS ~ v~' r---~ E PROPOSED RETAINING WALL (DESIGN B ) . . ~ ~ , ~ - _ _ z ~
~ ( ~ ti., ~ 4u ~r ~ T BE CONVERTED TO JUNCTION X ' E ~ ~ ~ 0 16. F EXISTING CB 0 ; ~ , ~ ~ 16. 4 ~ ~ o
~ ~ / ~ ' , v ~ 1.09 3• ~ ~ ~ N N ~ a o w CB 2 ~ 8
I I I ! ~ : I 5 \ I , _ ~ ~
j ~ ,t ~ .i .2 ~ ~
r '"'Z ~ 1 ) i t i 'I ~ ~ ~ ~ o~ y b ~ h L__----_
. ~ " ~ ~ d~ 4 8.43 A I ~ ~ ~
~r~r--' ~ A t GAR. a. EL i ' ci 0 ~ ce3 O 1 GAR. EL 420. 420.8 4 ~i~ t~ 1"'1 3 M
iF ~ , ~ a' 416.42 417.76 B ~ II face ~ w ~ ~
~ BUFFER ~ - ` RVATION ~ > I ; ~ CO ~ ~ { tl ~ ~ ~1 a 420.38 42 . ~ 1~
~...i"'i ~ ' . ; 1 r ~p 1 415.9? 4 ~ ~ ~ ~ x ~ ~
3. 5.585 3.78X 2.215 ~ h vi ~ ~ ~ C ' a y ~d i U iI
~ ? ~ 4~ a~ ~ ~ ii ~
v + 44:00,,, / 4 4 16 t 19.24 20.36 I ~ O it ~ ~ n
~ i i ' i ;a 0 ~ a N
r ; ~ CB 17 ~ m 4.55 ~ / ry i =i ~ N ,B 17 ~ ~ M
r , ~ , ~ ~ ~ ~ ~ I 4.5x ~ ~ f~ ~ CB 1 4.05 4. ~ X15 55 ~ a ~-i a
, \ 'ti ~ ~ , ~ f I;~ CONNECT EXISTING a ~
~ 8~ f ~4 I \ ; / t O ' , ~ ° N N a ~ V \ ,a 419.24 18 RCP TO CB 4
/ CB 12 ~t o~ ~ ~ o ~
F 1 ti ~ r i ~ ~ / JB 18,- / ~ ~
~ , r ~ ) ~ ~ ~ IOBA N ~ „ ~ r I , ; ~ / : ~ ~ 3.995 ~ F ~
' I ~ ~ TTOt~+ EL 40' 0 3.05 ~ ~ ~ ~ E 42i. CB 4
\ isL. 404. , A ~ / ~ ~ 419.00 E ~ ~ 1 ~ tE~: X28.35 ~ ` p
V 1 i ~ 1 j ~
~ l ~ i i ~ \ i I t ~ r ~ t GAR. EL 420.83 422.16 ' - _ - _ ' _ ~ m rn 419.50 _ ~ ~
RAL SITE OTES ~ ` ~ ~ ~ r ~ / ~ ~ GENE N v, ~ . , I ~ " ~ ~ ; ~ i P t 'STORM PIPE a O n
1. T?~ coNTRACTOR SHE aerA~N Arro PAY FnR ALL ~cnOrrs, ~ ~ i ; ; .;i ~ CHAIN LINK FENCING ~y ~~CU~ T MAY BE ~ ~ ` , ~ ' INVERT 24 R !~~2', ( ~ , CERTIFICATIONS, EQUIPLIENT, ETC. TIU1 REQUNTED ) ~ ~ , v, , ~ 1 N 1 ? ~ 14 ~ TO MATCH EXISTI G C FENCING ~ ~ a 8.33" - 423.42 < EXISTING ~ ~ ; ~ a ~ ri
, ~ INVERT 36 RC~' 4d o`1 2 THE CONTRACTOR SHALL NOTE 711111 1HE DRAWBN;S ARE ~ ~ ~ ~ ~ ~ \ 1 ' 1 ~ ' { I ( ~ \ h C
SCHEMATIC 61 NATURE AND DO NOT SHOW EVERY OFFSET, Y FORA ~ ~~'I, r! ETC. TNAT MA BE REQUAIED ~ , TRANSI110N, FITTING, ~ , 1 1 ` ` t~ , - f REVISIONS ~ _ JB 5
~ Car~>E Ara WanaNG sTSTEM. ~ ~ ` ~ ~ ~ ~ ~ i , ~ ~ - ~ ~ - ~ o v
3. 1HE EN(;81EER AND OWNER D19CLAY ANY ROLE N THE ~ ~ j , ~ ` ~ , ` , ' ~ t , ~ ~ 1 ~lr 408.84 f AND METHODS AS90pAlED WI1H THE , ~ ~ ~ ~ n 1 ! I 1 ~ ~ Z E o 8
TH M THESE Pwws. ~ I ! ~ ~ ~ ~ ~ ~ ~ I PRaECT As sEr ~ v , , ~ , , ~ 1 V 'i ` ~ , I 1~ ~ ~ t ~ , ~ l~ t , l 4 ~
caNTRACTDR sHw. MA~NTA~ AN As atnlr sEr aF ~ 0 t ~ ~ ,1 ~ i' ~ 1 t v~ oRAwn~cs m R~ THE EXACT LocAnoN aF ALL P~NC < J~''~• ~ 'i, .'7 O ~ ! ~ ~ ~ 1 ~ a ~
~ \1 PRaR To oorrceuMO+t oRnwn~s stuLL eE aw1 Tn TAE (r;l., ~ ~ ~ + ~ ~ ~ t, t,,~ ; '''V ~ ~ ~ ~ 1 ~n ~ ENG81mt UPON COMPLE110N OF THE PROJECT WI1H A COPY OF i \ ~ ~ \ r----_--._ i ~ t ~ ~ v
' ~ ~ 1HE 1RANSMITTAL LETTER TO 1HE OWNER ~~;1~ti . 1V\~~` L- ~ ~ 1, ~ ~ ~ ~ V'~~ l , A \ ~ V ~ ' ~ 1 \y.~., ~ ~ .A~ ~~A V\ V ~ ~ \ 415.0 ~ ~ ' ~ ~ ~ o
S. IF DEPARTURES FROM 1HE SPECTFK:AlIONS OR DRAW84GS ARE _ ~ J 1 1 ~ • ~ ~ ~ 1 ~ ~ NJ ~f. ~ f 7. t ! ~'1 (I f ~ , o ~ i 1~ _ ~ Q l ~ R.8 i r. ~`f i ~r~_ 3~~ i 1~~ ~ i
DE138:D NECESSARY BY 1HE CONTRACTOR, DETAILS OF SUCH ~ ~ ~ t ' \ ~ \Q ~ TIED 10 ~ \ ` , \ , ~ 2 ~ ~ t DEPARTURES AND REASONS 111EREOF SHALL BE SUBMI , / ! \ \ ~ ~ \ ~ o i EXI, EXISTING BIO RETENTION BASIN ~ 't ~ ~ a 1 l t ; ~ ` , ; r , ; M ~
THE ENG8rE0t FOR REVIEW. NO DEPARTURES FROM 1HE CONTRACT ' ~ 1 i ~ ; ~ ~ / DOCUMENTS SHALL 8E MADE WITHOUT 111E WWTtEN PERMISSION f '~I ! ! `Fi 1~\, \ ' 100 yr. el ~ ~ ~ r ' ' I 1 ~-~...a7~ ~ ~ ~ ~ f i ~ { "i~'` ' Ian b rice and associates ~ ' ~ ' ~ ~ ~ ~ ~ ~ " ~ t ~ ~ ~ ~ ` " Q E 100 r. el. 317.88 (seep Y ~ J ~ r~- t I~ I l I o
of Try aw~R. ~ ~ ~ ~~I , ~ - Av~ v ~ y~~ ~ / Y ~ , ; ~ E ~ _
KEEP 1ME PREMISES A ~ ti. l A ` ~ J 6. 1HE CONTRACTOR MUST, AT ALL TME$ ~ ~ . ti ~ 7 Y \ \ ~ FREE FRgA ACCUMULATIONS OF WASTE MATERIALS OR RUBBISIi CAUSED ' \ \ ' \ i l F ~ \ ~ ~ ;
PEES DR Hr5 Waac ALL DEBRIS SHALL BE , ~ \r + \ BY H61, HIS EMPIO ~ i ~ ~ , ~ , I ~ " ~ IECf A: 03437 DATE: 04II9K14 j II ~i ~
REMOVED FROM 1HE PROJECT SITE ON A DAILY BASIS. ~ ' I ~ ~ , i ~ r ! ' ' ~O
..___-'-`".'..-----"r..---''""._~-- f _ ~ ' DRAWNBY: WF CHECREDBY:
. t ~ ~ r -
v \ , ,~,,y t STORM NOTES ~ ~ ~ ~ \ \ ~ ~ A
1. ALL ON SIZE DRANIAGE SYSTEMS TO BE PRIVATELY MAR1TA81ED. ~ `1 ~ \ 1~ v , ~ ,
1-- ~,---:'"°.r r~.~ . , ~ t ; a f'SD A i1TT~T!'! cTnv~?~r
2 CONTRACTOR SHALL INSURE A MINWM OF 1' OF COVER OVER
F na \ V PIPES ENTERING STORM WATER PdIDS GRAPHIC SCALE DRAINAGE PLAN
3 CONSTRUCTION OF STORM SEWER SYSTEM SHALL COMPLY WITH 0 15 30 80
CITY OF RALEIGH STANDARD SPECIRCATIONS y m SHEEr
Goi
MAINTENANCE i Q ( IN FEET) c1loo v
INSPECT CONSTRUCTION ROADS AND PARIfNIG AREAS PERIODICALLY FOR CONDITION OF 1 inch = 30 ft @ o
SURFACE. TOPDRESS WITH NEW GRAVEL. AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR ERMON AND SEDIMEIITATION AFTER RUNOFF-PRODUCING RANKS. ri
MAINTAIN ALL VEGETATION IN A HEALTHY VIGOROUS CONDITION. SEDIMENT-PRODUCNIG AREAS SHOULD BE TREATED IMMEDIATW

- _
~ ~ l
i ~ ; ~ ~i Y.,' . • ~,c0 r7 ~ cfl
v O 3~~r~0 a
.Y SON U ~ ~NOO ~
\ , / a~ II- ~'~v0000 ~
- ~ i ' ~ , ~Z~~ rn
~ ~ . ~ ? ~ ,sue"''` ~s_ _ i__ { - _ ~ ~ ~ - s May c ca co ~ a ~I I v
% / / i' /J C ~ ~
~ ~ / ~ - / / N ad7~ U
! / / i / ~ ~ U 3 O - x 3
~ l / ~ f ~ ~ t'--~' , ~ f. ~r ~ O ~ ~ 3
/ / i ~ Li BlaRetenMan Calculation - TorrMiomes at FaMa Nlage ~
~ ~ , ~ ~ ~ j~ ~ / / ~ ~ Bio4tetention Calculation (conYd) • Townframee at FaAs Vllage
~ ' / ~ POSt-~I i i Post-devdopment No•~etentlon drainage era = 1.70 aaes
~ r i ~ ~ / / p,~~,,,,,~~ &-~of Dr~naa Check 1-vr Storm Detention
i ~ X, f / ~ i ! Impervious (ini n saes ue X Determine PrePre•Devdooment 1-yr Stonn: Site is: 0.0096 impervious CN = 98 Impervious (indudes tbtrrre devdopmerd) 120 0.95 1.14 100.00%
Open Space! Lawn 0,5p oPenAawn CN = 70 0.30 0.15 0.00% woods CN = 70 •
;t - - ~ ,l I 1 i < Wooded 0.00 0.20 0.00 0 ALS: 1.70 1.29 aces Composle CN = 70
/ { ~ ~ 58,192 sf Preapihtion = 3.00 in
r ~ ~ i S = (t000VCrl -10) = 4.29 in Size &o•Reierdan Pond •
l~ ~ / Size &o-Raef~Ui i; I r / ~ ~ , I r ~ ~ it
I I Sand BedlndudedinPondT _ Runoff=- (P-02S)~ (YES OR NO) KYES, Size _596 oiTotal CxA (P + O.BS
H N0, Size ¦ 7% oiTdal CxA ) = 0.71 in
I ~ ~ 1 Required Size ¦ 2,810 sf
Site p~~ _ ~ st Detenrine Post-Davdooment 1-yr Storm: Site is: 70.5996 impenvaus CN = 98 29.41% opeMawn CN = 70
f i , / 0.00% woods CN = 70
~ V ~ / Check OraniN o1 1 ~ I I Check OraniM of Runoff EriExire Pond
~;C~ ~ ~ ~ ~ r ~ ~ t 4 f ~ Recommended I Composle CN = 90 'Recommended Irla~arium Qro ¦ 5 cis PredplaUon = 3.00 in
f S = (1000lCN -10) = 1.14 in
. ~ / ao ~a~o ~ \ ~ ~ ~ Go' ctid4 where: c ¦ 0.78 (composRe from values fisted above)
~ / ~ i I•= 7.22infir (asslimcdwnatase) Runoff= fP-02S
• ~ ~ ~ t i r r ~ 1 j / r A ¦ 1.70 saes (P + 0,8S) = 1.98 n
\ ~ \ ~ ~ / l i ~ I I , f ~ ~o= 9.31d's > 5cis NOOOOD
~ ~ ~ j ~ r ~ \ ~ ~ i i ~ ~ 1 l ~ Rate of Irdlha6an Vawme to Runoff Volume = p.52 _ (assume sandy loam for plant bedl
~ i j ~ 1 ~ 7 v ~ ~ 1 1 ~ ~ ti / 1 X 1.98 Check Vdadty of Sheet Flaw Enlertrro Pend = 026 (Vsl?!,)
~ 1 1 ~ ~ i t ~ \ ) ~ " ~ l ! ~ / Channel
~ Dimdrsk ~ i ~ Channel Dimensions at Paint of Entry: = From F re 8.1 > ~ hei~t~ hNght .33' gu ofTR-55 Manual, Ratio of Pak Outlbwto Peak Intlo!w= 0.27
~ ~ i i v ~ ~ ~ ~ width = 2.0' _ ~ 'f, 73 % Reduction save widh siege art d = 2 :1 ~ 1- St
i ' N ~ wrtd= 2:1
~ , ~ ~ t ` 1 ~ ~ l ~ Ara otFlow, ~ ~ ~ PostRunolfThroughPond= 0.53 in < Area of Flow, A = .07 sf Mannbg n = D.013 0.11 in OK
~ ~ ~ Channd Slope ¦ .01 tilt (Pra)
~ ` ~ 1 j ~ ~ f V Vio' 4.58 tVsec > 3.00 tlhee "Use ri fie charm p rap d to reduce vdodly
i ; 1 ~ „ _ '1 ~ ~ 1 f
A ~ ~ ! I ~ ~ ~ ~ / ~ ~ ~ 1
, ~ ~ ; j
~ ~ r~
~ ~ I / ~ - , r l ~ ~ J I PRELIl~IINARY NOT
\ i , ~ ~ ~ ~ ; ~ i ~ ~ ~ 1/~ RELEASED FOR
~ I ~ ~ 1 ~ , ~ 1 ~ ~ ~ 1 ~ ; i, ~ 1 , ~ ~ ~ r CONSTRUCTION
\ ~ ' ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ i
i ~ ~ V ~ i 1 i ~ 1~ ~
~ ~ I i i, ~ A ; J , A ` \ ~
t ` , 1 `1 11
~ \ \ ` ~5 , , ~I \ ` ` ~ ~~i T.y~
1,- ~ v ~ ~ ~ \ i ~ i ~ ~ ~ ~
~~l ~ ~ ~ ~ 1 ~ , i ~ ` V ~ I 1 ~ '~a,
i-- A ~ ~ t l ~ 'i ~ l 1 F \ ~ 1 ~ ~ 1~ y ti~ r~ a
1, ~ ~ 6 r--~ ~
STOfiMirATER ffMPACT A U ~
\ ~ 1 ~ j ~ }
~ ~ , 1 ~ z E
J \ ~ ~ \ 1 l ` ~ ~ ~ ` ~ ~ RUNOFF INTENSITY INTENSITY MIENSITY AREA FLAW1YR 8HR o FLOW 10YR FLOW-25YR ~ ~ b4 A•r
1 ~ ` ~ ~t ~ ` ~ 1 ~ ~ ~ 1• ~ ~ 1 C~• P~RI (SRI I~RI G~1 131 (CFS) (CFS ~
~ ~ ~ ~ ~ ~ C l-1 MO I.Z6 A ) ~ ~ ~ ~n AZ Q10 fi25 y EXISTINti 0.20 4.5 7.22 8.7 2.82 2. ~
1 ~ ~ 1 ~ ~ , ~ I ~ ~ ~ 1 ~ 54 4.07 3.78 a ...i ~ EXISTING 0.30 4.5 7.22 6.7 1.7 2.30 3.6B 3.42 W «
'i ~ ~ ~ , 1 ~ ( ~ ~ 1 ~ i 1 POST DEV 0.3 r ~ ~ 4.5 7.22 8.19 0.5 0.68 1.08 1.23 ~ "Cj • ~ rn O~
~ 1 POST DEY 0.2 4.5 7.22 8.19 1.82 2.54 4.07 4.62 cO ~ " ~ POST DEV 0.95 4.5 7.22 8.19 1.2 5.13 ~ ~ ~ 4
wry,, ~ ~1 i j f ~ ~ ~ ~ A ~ i E ~ ~ ~ 1 8.23 9.34 ~ 0 r~ M ~ 3
~ ~ ~ ~ \ 1 TOTAL PRE DRAINAGE AREA 4.5 ACRES ~ ~ ~ ~
t' ' ~ ~ ~ N ~ r,~ a ~ TOTAL POST DRAINAGE AREA 4 x
\ ~ ~ .5 ACRES ~ ~ ~ ~ ~
\ ~ ~ ~ V' ~ ~ ~ I ~ o ~ z ~
PRE-0EVELOMENT o ~F•r ~ ~ IXPORT IXPORT ~ O >
i ~ V ~ ~ l COEFF. FROM USE z
~ a ~ 1 ) ~ LAND t~ ~ \ < o ~ a D COVER LBS/AGYR LBSlYR ~
i t \ ~ \ \ MA ~ ~ ~ ; ~ ~ ~ ~ ~ NAGS UNDISTURBED 8 ~ OPEN SPACE 0.6 1.89 v7 . MANAGED OPEN SPACE: ~ m ~i
ti ~ ~ ~ . l ~ ~ ~ ~ ~ \ GRASS-t GRASS-lAN ~ f DSCAPING 12 2.04 a ~
a a ~ IMPERVIOUS AREA 21,2 0 ~
~ ''t 'l ~ ~ ~ ~ ~ TOTAL TOTAL 3.73 CV °o • ~ N
~ ~ ~ ~ ~ ~1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ NITROGI ~J Vn/ rry' ~ l 07 NITROGEN LOADING RATE 0.63 0 l ,
~ 3 i' r` ` 1 ~
\ , ` f I ` ~ , ` \ POST-0EVELOMEN'i ~
~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ IXPORT IXPORT z COEFF. FROM USE
i I i i I ~ ' ~ \ ~ LAND WI i ~ i ~ \ LAND COVER LBS/AC1YR LBSlYR o
~ ~ 7 ti V UNDISTU MANAGE UNDISTURBED OPEN SPACE 0.6 1.69 MANAGED OPEN SPACE:
GRASS-L GRASS-LANDSCAPING 12 0.6
IMPERVIf IMPERVIOUS AREA 212 x,44 w U O
TOTAL TOTAL 2773 y ~ ] ~
NITROGE 0 EN LOADING RATE 8.14 i
LOAD AF AD AFTER BIORETENTION 4.29 0 3 REVISIONS
LOAD AF LOAD OFI LOAD AFTER RIPARIAN BUFFER 3.01 MUST BE LESS THAN OR EQUAL TO 6 - OK a i LOAD OFFSET BY PAYMENTS o
FEE AMO ~ z FEE AMOUNT NA o
o ~ A o O
a a N
ALTERNA Y ALTERNATE CALCULATKIN ~ v
o TREATED UNTREATED
IXPORT IXPORT IXPORT ~ ~ c COEFF. FROM USE FROM USE
LAND C0~ LAND COVER LBSlACIYR LBSIYR LBSIYR ~ r~ ~
UNDISTUI MANAGE[ UNDISTURBED OPEN SPACE 0.8 p 1,~ o L MANAGED OPEN SPACE: _ ~
GRASS-LE GRASS-LANDSCAPING 1.2 0.6 0 ra ~
IMPERVIfJ IMPERVIOUSARFA 21.2 25.44 0.00 ~ PROIECT#:03437 DA1E:04/191x14 ~
TOTAL TOTAL u~ ~ 26.04 1.69 ~ a
NITROGEI ~ DRA WN BY: WF CHECK®BY: NITROGEN LOADING RATE 15.32
LOAD AFT LOAD AFTER BIORETENTION 10.72 ~,E o
LOAD AFT OAD AFTER RIPARAN BUFFER 7,51
LBSIYR LBSIYR , Q,,,, r R 0 PT-cif' cr n r >a ~ n
LBSIMA( L.IV ,p.7L ~+1vL 11 LL1V 1.lVL11L.J '0.7 LBSlYR/AC 20 AVERAGE MUST BE LESS THAN OR a
LOAD OFF EQUAL TO6-OK o s 10 20 BIORETENTION ° LOAD OFFSET BY PAYMENTS NA
FEE AMOL FEE AMOUNT wq u BASIN
.9 2,
a ( IN FEET ° sum cn
1 inch = 10 ft. x v
x i U y
Q C2,90 v
0 L 2

T
oO~?~O ~ 3r-~ON ~
;RAVEL 8 RIP RAP BASIN ~ ~NOO ui
o~ I I - ~ U o0 a0 a~
EN DED SIZE WEIR VOLUME VOLUME STRUCTURE DRAINAG D U AREA AREA WiaTH LENGTH DEPTH' LENGTH REQUIRE PROVIDED ~Zrl~~
AC (AC) I~ (CF) (CF) I~¦i c co co N a ~I I o
( 1 ~ L~~L
1 3.2 1.6 30 45 6 0 5 670 6 750 N U
~ U 3
tINCLUOES 1' OF FREE BOARD. O - X 3 • O ~ d ~
~ ~
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•
•
4,~7,
~ ~ iA'. C . ~1 - ,grnr~ oft {;I~inCf i~r ~UPt'
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9~ _ _ \..~4
~ L
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~ o ~ \ \ \ ~
~ 1 \ 1y ~ ` ~ ~
~ ~ \ \ ~
\ ` , ~ ~ \ ? \ \
\ ~
~ l
~ ~ ~ ~ \ ~ ~
/ ~ ~
~'"`-1y Rip r
\ `rte\~ ~ r
~ ~
~
~ ~ r~ ~ , C~ 1 .
` '11~ - _ii~` _ _ _
, ,
ss 1 A r
~ / x t B 8 j -
e ~ 7/ t ~ + ~ ~ ~ ~ y
~ y 1 ! .-1~' ~ j 4 I w ~ r1
~ ~ / ,ti ~ ~ i i ~ •,,d ~ ~ ~ ~ i 1
` 1' t • ~ Y'c r Y~ r ~ ~ B~ , J 415 _ PRELIlViINARY NOT
it / ~ ~ RELEASED FOR
NSE ~ ,fi ~ , A i \ ~ ~1 t _ r.~ ~ I 41s ~ CONSTRUCTION
~ \ ~ v i ~ ~ ~ ~ ( ti ~ 1 _ _ . I 1 p~ ~ ~ -
;.•--.,r ,`n `A'te-~i I ~ ; " 417 I n' i,, i~ I
1 ~ ~ 410 ~ ~ ~ ~ i j t Y~ ~ ~ ! ~ ~ ~
` ~ _ ~ r vim, , ~ ~ ; 1. ( r r ! : 422-~--------`'"r'
I' ~1 -J ~ 4 r
/ ~
I"~ ,rte i 1
I vv
' i i a ~
r ~ h ( r I i t~ ~ r 1 / ~
I . ~ ~ / i ~ I -~--$S. o. I ~ dp N N l W I !''i~ CB ~ Q J O
z ~
,~,~A I ~ ~ ~ I ! ~ ~ a bA Q1
! - _ ~ a~ i J ~ ~ - - v~
C PLAN LEGEND ~ ~ _ % ir, ~ ; ~ ~ ~ Sd~E c~
~ ~ ~`'~--~j ; ~ ~ ~ e
SILT FENCE ~ _ ~ - ~ Fac ~ 1 ~ i ~ fl .b v~ o.
Tp , sn BU~ > TREE PROTECnoN FENCE TP ~ , ~ ERVA¶ON 1 ~ N i, ~ „M ci p ~ O
DIVERSION DITCH -'TU C ~ i - 4 i M ~ 3 u ~ ~ ~ ~
L1MIT5 OF CONSTRUCTION ~ ~ ~ ~ ~ ( ~ j ~ .r ,F 3, ! i ; a ~ ~ ~ N ?7
r.; / i a r ~ ~ ~ ~
I ~ ~ % ' i~ x ~ ~ i. ~ vi Q) ~ C C
~ ti 1 / ~ '•i'~`/ 'I cd ~ Z ~ ~ / I'~~ v
CUSTOM BASIN ~ j' CB 17 V J
f B 17 ~ ~ ~ ~ ~i 0 1 ~ r i ~l ~ d CB 1 z ~
/ ~ ~ CONNECT EXISTING o a V N
EROSION CONTROL NO ~ , - I ' ~ V ~ ~ ; ~ o , 18 RCP TO CB 4 M o
AREA • z~ ACRES ~ ~ i / CB 12 DoAlom _ l ~ ~ h ~
2 MPFJtNOUS SURFACI: ~ 1.2 ACRES i \ F ~ 1 / 4 Sj„ J • x,53 MMES li ~a, ~ / o
a TDTU AREA JB 18 4. REFER TO SHEET C 1.0 FOR ' ~ ~ ~ ~ ~ ~ ~ N r ti a. ~
sraRM wAmt a~.aTALUnoN sa~o<xF k ~ y IOBA''S~N ~ ' ~ i ~ r TREE FENCAJG SHALL BE IiSTALIED BY ~ TTOIuh, EL. ~ 4O ~ O ~ ~ ~ 4 5 ~ ~ CB H
YUUNTAp~IED. AND CONTRACTOR ~ ~ /'~--•''"`l ~~i I ~ L `4040 ~ ' ~ SEED 8ED PREPARATION ! I ~ e. SEEaNC SaImuLE AND i r ; ~-i~~..- \ 1 ~ 1 / T, is , ~ «s.~.~ CB 6 M
ON DETAIL SHEET C B.a \ ` ' , ' 1 ~ / .----415`-. ARE SHOWN Mn.ET caNTRa As P~ ; , v ~ ~ ~1 ~ ~ ' ~ - ~ F+i ~ ~ I ~ 426 - - w ~ <s ~
oa+TRACroR TO nuTALL 4/ i / / DETAR aN sIIEEr c so As NECESSARY. ~ \ l ! ~ ~ ; - _ ' ~ ~ -
& SLOPES 21 OR GREATER SHALL BE STABALRED \ l ~ j ~ ~ ~ w FaRTRAa~ ~/2o/2D GEOC~D PER mac. \ v ` ~ , ' , ' ; STORM PIPE UII , , r ~ o {
~ ~ = ~ ! • ~ ~ ~ - CHAIN LINK FENCING APPROVED EQUAL ~ ~ r \ 0~ ~ ~ l t 1 ~ , ; INVERT 24 R¢P'~4~~. 2` r , i ~ ~ , ~ ~ ~ //r I , I TO MATCH EXISTING ;FENCING ~ ' ` EXISTING ~ - 1 a'~`,
i ~ \ \ I ~ INVERT 36'R~I~ ~ 0`7i rci'~ o i i ~ ~ `
GENERAL SITE NOTES ~:1',~ Il~~~`11~1,~4 ~ ~ l ~ ~ --.~r.ir.'~...~.~-n ~;~Y p.l r
i ~ t~ ~ Iiil~~~ ~ ~ } ~ THIN AND PAY FOR ALL AiSPECTIONS, - t ~ ? `t , t ~ ~ ; i ~ ~ , I. ~ 1. THE CONTRACTOR SHALL OB i 1 5 ~
T E1C. TiUT MAY E>E REQUIRED. ~ 1 ~ ~ ; ` , ~ ; ~ I ' ` 1 I ; y 409.84 ~ ' ~ CERTIFICATIONS• EQUIPMMEN , ~ ~ , ;1 ~ ~ 1 ! 1 1 r ~ ~ ~ 1 ~ ~ I
SHALL NOTE THAT 1HE DRAWNNS ARE 1 I ! ~ ~ 1 ~ ~ ~ 1 i 1 ~ s ~ ` ~ j ~ I 2 THE CONTRACTOR ~ t AND DO NOT SHOW EVERY OFFSET l ; ; , ` \ ~ I ) I SCHEMATIC IN NATURE "y ~~''A 1 ~ ti 1 } ~ ~ \ ~ i ~ . f-_.._... ~ , 1 ~ I ' . . ' REVISIONS ~ - ~ o
MAY BE REp1RED FORA , I ~ ~ . ~ ~ ~ 1 i ~ ` ~ ~ 1 r FlTIi ETC. THAT L --?I~ TRANSITION. W~I(INC SYSTEM. \ ~ ~ 1 t t ' \ ~ ~ I , OOMPLEIE AND , ~ ~ ~ ~ ~ ~ ~ ~ 't ~ ~ v~ i r a i o
ROLE ~ 1HE : ~ ~ ~ ~A - t ; a TAE oraNEER AND/at owNER asa.~w a+Y r I, . v ; ` \ l ! I ~ I F- i r + 1~ ~ o i ~ ~ i ~ ~ l r---
TION MEANS Ago MEnroDS AssoaA , ,t ~ ~ ..A ~ ; cONSTRUC , • ~ PROJECT AS SET FOR1H M THESE PLANS. ~ ' 1 ~ ~ ~ ~ ` ~ \ A ~ ~ I ~ I 415.O~J ~ 1 'I ~ ~ ~ ~
~V ` c~ ~t ~ A \ \ V ' ~ ~ A ~ ~ OVA ~ ~ ~ , ~ V , \ ~ / TRACraR SHALL MAINTAM AN •AS Bu~Lr SET aF i y ~A V ~ ~ , , ~ ~ ~ , ~ ~ I ~ i ~ , A a ~ + ~ ~ X408.83 ~ ~ , r i I I . o
RON OF ALL PIPMG A• ~ ~ ~ ~ l \ \ , V~ ~ \ V ~ ~ / DRAWINGS TO RECORD THE EXACT LOCH ~ ~ ` ~ , ~ - / ~ A. ~ ~ i ~ A ~ ~ j . ORAWMK:S SHALL BE GIVEN to THE ~ , \ i ~ , ~ \ ~ \ \ EXIS POOR Tn ~T j ~ /J 1 , I , , I ~ ~ ~ t ~ a 1 ~ J Y NTION BASIN ~ V ' ! ~ a EXISTING BIO RETE ~ ,to , , (I , , ~ , ;
aF TAE PRO,ECT wrn+ A caPr of A ~w\V~ ~ \~w~~~ y'Q~ uPaN coMPLERar \ ~ ~ ~ ~ \ \ ; ~ ~ , A ~.A/1 ~ ~ I ! 1 ~ ~ t ~ i ~ ~ ~ ~ ~ ~ v rice and associates ~ ~ ~ ! ~ i ~ i ~ f ! ~ ~ ~ r ' 317.88 see Ian b ~ i ` ~ z
TAE TRANS~nTTU LETT~t ro n~E owNER. y.- ,v'~. ~ ~ I i ~:p, ~ , V~-~ ~ ~ i ~ 100 yr. el. \ , ~ ~1 I V 100 yr. e . ~ P Y ~ 1 ; ~ ! ~ , ~ ! I , ' ~ - ~.1 , i _
5. ~ DEPARTURES FROM THE SPEC3F1CA1KMIS OR DRAWMrGS ARE ~ ~ I A~ , A A , n \ A OF SUCH ~ \ ~ \ ~ , ~ ~ G ~ \ ~ \ V ~ ; V ~ I DEEMED NECESSARY BY THE CONTRACTOR, DETAIS ~ \ ~ \ ~ ti, 1• \ ~ ` I / J ~ „
DEPARTURES ANO REASONS THEREOF SHALL EE SLA'#pTiED lO , \ \~l ~ ~ ~ \ ~ ~ ~ \ fROM THE CONTRACT ~ ~ 14 ~ ~ , \ ~ \ ~ FOR REVIEW. NO DEPARTURES ~ ~ 1 • . 1HE ENGMEER T 1HE WRITTEN PERMISSION ` ~ i ~ ` ~ \ ` ' \ -415 i ~ ` ~ ~ I ~ ' ~ i ~ / I ~ ,fit
OOCtIMENTS SHALL BE MADE MAIHOU ~=,1~ ~ ~ , ~ A ~ ~ OF 1FE OWNER. ~,1.~L , . \ \ ~ ti t- , \ ~ ~ / { , ~ ~ ~ t . , i, , l1 r ( ,i
„ 1 ~ \ y. \ 1RACIOR MUST, AT ALL TD~ES, KEEP 1HE PRE?NSES I , ` r` ~<< A ~w~\ A , ` ~ . 8. THE Cdi ~ V A V ~ 1 ~ ~ r 420------ _ ~ / ~ ~ d
OR RUEiERSII CAUSED ~ ~ .0 ~ \ s MAIERWS ~ A. FREE FROM ACCUMULATIONS OF WASTE 1 ( ~ t ~ ~ ~ ~ _r-- + t ! ~ ' ~ PROIECf 03437 DATE: 04119!04 ~n
BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE i' ~ ~-~~1'~ ~ } '9 FROM THE PRQECT SIZE ON A DAILY BASIS. , REMOVED \ ~ ~ ~ ~ ~ i i~~~l ~
~2 ~ a _ i„ i j w DRAWN BY: WF CHECI~DBY:
sal. I'~ / / ! t N ~l
n., az5_ - ~
STORM NO ~ 1~ `,at~~,, ~ ~ 4~s~ o - TES \ `~~\l~, ~ _ ~ yy ~ ~ " ~~i Y Y Y~ ~ ~ ~ t 7~~T ~r ~ ~ W N) ~~y~.; I t ~ ~ ~ ~ ~ ~
1. ALL ON SITE DRAINAGE SYSTEMS 1T) BE pRIYA1ELY MAINTAMIED 1~en~;;,,. ~ ~ ~ I ~ ' ~ ~ ~ SEDIlVIENT & EROSIO ~ ~ t
_ ...~..r ....w... wr K Ito M!D \ \ ~ \ +a1 ~ ~1 \
wcn Z CONTRACTOR SHALL W4WKL A mwwn w Vr i yr %,v n PIPES ENTERING STORY WATER PONDS. \ GRAPHIC SCALE CUM KUL PLAN
I ~
3. CONSTRUCTION OF STORY SEWER SYSTEM SHALL COMPLY WITH IPF 07Y OF RALEIGH STANDARD SPECIFICATIONS. 15 30 60 n 0 vWi SHEET
x r~
MAINTENANCE U
( IN FEET) C390
INSPECT CONSTRUCTION ROADS AND PARKING PERIE Y aR~~ OT~I R SURFACE. TOPDRESS VAIN NEW GRAVEL AS . ROAD SEEDED AREAS FOR EIMON AND SEDIMENTATION AFRUNOFF-PRODUCING UT-PRIORAINS. 30 ft ° 1 inch ri
AREAS MAINTAIN ALL VEGETA71ON IN A HEALTHY VIGOROUS
AREAS SHOULD BE TREATED IMMEDIAIEL-i.

_ _ _
8' MAX. ~r
~IARIABLE AS DIRECTED BY THE ENGINEER PRIOR TO BEGINNING DEMOLITION ACTIVITIES,
W NI THE CONTRACTOR SHALL ERECT TREE PROTECTION FENCING AROUND ALL TREES
DESIGNATED TO REMAIN. THE PROTECTED
MIN. 12-1/2 GA. GROUND AREA SHALL BE INDICATED ON THE
MIN. 10 GA. INTERMEDIATE PLANS. LINE WIRES WIRES
FALLS NO CONSTRUCTION ACTIVITY OR STORAGE
HUNTING RI YILLACE .n ROAD : SHOPPNIC y OF MATERIALS WILL BE ALLOWED IN THE GRADE PROTECTED GROUND AREA. TREE PROTECTION
CENTER Y N FENCING SHALL REMAIN IN PLACE THROUGHOUT
ORANGE, UV RESISTANT, CONSTRUCTION,
HIGH-TENSE STRENGTH POLY BARRICADE FABRIC
crYP.) Lappas + Havener, PA
STEEL POST FRONT VIEW
b ~ ~ ~ r' WOVEN WIRE FABRIC NOTES LANDSCAPE ARCHITECTS ~ ~ WARNIN SIGN 1. WARNING SIGNS TO BE MADE OF DURABLE WEATHERPROOF
< ~ ~ ORANG , UV RESISTANT, MATERIAL.
- T ~ o = _ x HIGH-TENSILE STRENGTH 2. LETTERS TO BE 3" HIGH MIN., CLEARLY LEGIBLE AND SPACED cw POLY BARRICADE FABRIC AS DETAILED.
~ ~ \ ~ M = (Ty I 3. SIGNS SHALL BE PLACED AT 50' MAX. INTERVALS. a 3 BADE ~ 40 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND
\ ~ 50'ON CENTER THEREAFTER.
~ r 't - - - 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER r o n TREE PROTECTION AAEA
VICINITY MAP NTS ~ PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA DO NOT ENTER 6. ATTATCH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
~ ~ , ~ 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION
~ \ SIDE VIEW WARNING SIQN DEjAJL OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
~ 0
~ ~ R Md A E VE~--A~lQ REPL CE 6 NOTE= FOR TREE PROTECTION ONLY ~ TREE PROTECTION FENCING o ~
y. B0~0,. FENCE 'D P.O. BOX 2825 _ L A~ ~ 0 NTS DURHAM, NORTH CAROLINA 27715.2825
\ GR MATCH . ~ THE POWERHOUSE
fEN~ . 300 FULLER STREET
EXISTING 20' SANITARY e ~ 1 NOTES; DURHAM, NORTH CAROLINA 27701
-SEWER EASEMENT LIMITS OF- TR ROTE N A1. ~ ~ 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TEL: 1 .4t .t1 TO ENSURE CONSTRUCTION ENTRANCE IS USED. 9 9 9 99 , FAX: [phone]
CLEARING (TYP.} FENCING P.)
EXISTING SIDEWALK - - ~ - 2~F CONSTRUCTON ON THE SITES ARE SUCH THAT www.lhpa~nc.com _ ~ THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- LNG OVER THE STONE THEN THE TIR F TH
x x-.r--x--.-x ----.x-- -x x x x ES 0 E -x x~~ ---x x x x x x VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3,IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS N CARS ON T TH PU IC R TH V ~ ~ ~ - 0 E BL OAD EGO ERNING aJTHORITY ~Q f~
_ - _ , - ~ - - WILL CLEAN THE AREA a~D INVOICE THE FINANCIa. Y C~,: ~1ST~j, q ; - ~ RESPONSIBLE PERSON AS INDICATED ON THE FINAN IAL ; P~
~ • ~ RESPONSIBILITY FORM.
_ 50 MIN. ~ v ~ 2:
1 2 BUT SUFFICIENT TO KEEPi 2 3 STONE TO BE USED Q `
o TEMPORARY SEDIMENT ON SITE (SURGE STONE OR RaLR0A0 ; ~ -,,cqp A1. BALLAST) % F f AR Q,
~ _ x ~ - CONSTRUCTfON 9 ~ ENTRANC T
EXISTING 60' CROSS ` E 25' OR WIDTH OF `'~r, w' r~`` EXISTING PROPOSED STREET,
~ ACCESS EASEMENT . . _ - ROADWAY WHICHEVER IS
_ GREATER. _ _
- - w
. - _ - h _ ~ w _ _ _
_ ~ _ d, . ~ _ - ~ ~ f~
. NEUSE RIVER _ NEW CONSTRUCTION • I
BASIN BUFFER - ~ • I O 35 MIN. 15 MIN.
I _ CONSERVATION • ` N EXISTING ROADWAY
Huntin Rid a Road AREA 9 9 i, ~ _ ; ,t x i ~ ~ - ~ 1 - ~ EXISTI fi0~2ROSS 6" MIN. 12 MIN.
i, • C S E EMENT
~I ~ l i ' . ` _ ~ FABRIC UNDER STONE
1 -I CROSS SECTION
- - x I / - . - ~..~-.r- . _ _ 2 RANGE
~ ~ - _ - - ~ TEMPORARY CONSTRUCTION ENT
~ _ - -1 - _ " r~ LA1.0
~I 1 ~ i X
- _ F
~ ~ .©ISTURB 1 ~ ~ TEMP ~ ~ DISTURB AREA 4 SF t.99 MAINTENANCE PROGRAM/INSPECTION SCHEDU E
AR L ~ ~ DIS BED I TEMP ARILY ' ' ! ~ ,YI I ,@ L L ~ DIS BED AS ,h I tl
~ ; ~ ~ x i ' ~ g; 1. THE CONTRACTOR H H K S ALL C EC ALL EROSION AND SEDIMENT CONTROL PRACTICES en ~~r
~ _ ~ I• FOR STABILITY AND OPERATIONS FOLLOWING EVERY RUN-OFF PRODUCING
- EXISTING 6' HEIGHT ' 1. i RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
~ BOARD FENCE TO REPAIRS OR SEDIMENT REMOVAL WILL BE MADE IMM DIAT IN E ELY ORDER TO
h V ~ REMAIN IN PLACE ~ , x ~ APPRO ATE LI S 0 MAINTAIN ALL PRACTICES AS DESIGNED, 4TE LI S OF F L
~ ~ ~ - P \ 1 t~ t ~ L D DUR PHASE 2, SEDIMENT WILL BE REMOVED FROM THE BLOCK AND GRAVEL INLET PROTECTION URI PHASE
~ t V I ~ ~ S PPING NTER l i - DEVICE WHEN STORAGE CAPACITY HAS BEEN APPR XIMAT NTER STRUCT40N ~ 0 ELY 50 FILLED.
~ -~1~--._..r_._.-- ' GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
~ ~ r _ ~ _ DRAINS PROPERLY. ~ _
` 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT r~.
~ ~ ~ ~ ~ i BECOMES ABOUT 6 DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
y 1 I / 0 ; I REPAIRED AS NECESSARY T4 MAINTAIN A BARRIER. . ,
~ m ~ ~ ~ - 4. ALL SEDIMENT SHALL BE R MOV F M T ~ j E ED RO A EMPORARY SEDIMENT OR EROSION
\A ~ 1 1 U v \ ! G ~ ` CONTROL DEVICE PRIOR TO ITS DEMOLITION. TEMPORARY CONTROL DEVIC ~ ~ i\ i i ES
~A ~ ! a \ ( v l ~ ~ WILL BE DEMOLISHED BY BEGINNING UP STREAM OR UP SLOPE TO INSURE THAT
s ~ ~ ~ \ v ~ ~ ~ - - - - SEDIMENT IS CONTROLLED DOWNSTREAM DURING REMOVAL PROCESS.
\ ~ ~ ~ I C ~ ~ ~ 5. ALL LAWN AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
W I v \ \ ~ ~ XI TIN T > ~ d. \ I ~ E S G ORMWATER BASI ~ ~ MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS D NSE ,E
l ~ ~ TO EMAIN I ~ R \ ~ ~ ~ a ~ VEGETATIVE COVER.
Q ~ \ ~ r, 6. DO NOT DISPOSE OF SEDIMENT ON SITE, OR WHERE IT CAN REACH A STREAM.
DEVICES AND PLACE IT IN A SUITABLE LOCATI N. PR 0 S EAD THE MATERIAL
C ~ ~ ~ ~ ~ co TO A UNIFORM DEPTH, SEED AND STABILIZE IT.
~ ~ ~ ~ ~ /
~ ~ ~ ~ ~ 7. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT T I N0. ¦ REVISION ¦ DATE o G, I I ~ CON ROL DEV CES
~ s ~ ~ ~ ~ ~ ~ \ P Q r i v
~ ~ ~ \ ~ P Q w ¦ CITY OF RALEIGH ¦ 8.01.03 v ~ COMMENTS
~ ~ ~ ~ ~
I V ~ ~ ~ SUGGESTED CONSTRUCTION SEQUENCE ¦ ¦
\ 1 f ~ ~ \
,1 °1D / 1. OBTAIN GRADING PERMIT, ¦ ¦
V' 2. INSTALL GRAVEL CONSTRUCTION PAD. INSTALL TEMPORARY DIVERSIONS,
v PERIMETER SILT FENCING, AND SEDIMENT BASINS AS INDICATED ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ¦ ¦
I! 0 Zy
~ ~ ~ ~ ~ ~ 3. BEGIN CLEARING ANO GRUBBING, MAINTAIN DEVICES AS NEEDED. ROUGH ~ ~ GRADE THE SITE. ¦ ¦

4. INSTALL STORM SEWERS AND PROTECT INLETS WITH SILT FENCING i ~ SEDIMENT TRAPS OR OTHER APPROVED METH DS H ~ ~ - _ 0 AS S OWN ON TIE PLAN.
\ y i ~ ~ 1 I ~ --I ~ ~ _ _ ~ - - _ _-C'.-' - - - BEGIN CONSTRUCTION OF BUILDINGS, DRIVES, PARKING, ETC. ¦ ¦
~ ~ ~
~ ~ ~ I 1 5. STABI I T 1 ~ ~ L ZE SI E AS AREAS ARE BROUGHT UP TO FINISH GR WITH ADE ¦ ¦
~ ~ ~ ~ ~ 4 1 t ` ~ \ I ` ~ ~V \ ~ ~ TEMPORARY VEGETATION AS CALLED FOR ON THE PLANS. TEMPORARY SEEDING
~ 6. WHEN CONSTRUCTION IS COMPLETE ANO ALL AREAS ARE STABILIZED, CALL FOR
~ , ~ ti ~ Iem~sY ~ ~ ~ ~ eoih and e \ , i ti 1 i 'ndudngfer6lizer,linle~nemdmuld~esrequiredtoilalTporo;lym~ardl ds~rl~ed AN INSPECTION BY AN EROSION CONTROL OFFICER. ¦ ¦ eo'lhmderoaandtfiesduringoaudn~dim. Seedngsd~eduleisasfdloWS~
~ \ ~ 7, IF THE SITE IS APPROVED REMOVE TEMPORARY DEVICES. AND SEED OUT OR PAVE
~ ~ ~ ~ I C ~ ~ ~ 1 ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL ¦ ¦ Ter~rm S,_,~eedna~,,~ DEVICES tSUCH AS VELOCITY DISSIPATORS) SHOULD THEN BE INSTALLED.
~ ~ ~ j ~
~ a A ~ Date ,A Date T Plantin Rate 8. WHEN VEGETATION HAS BECOME STABLISHE CALL FOR FINAL ¦ ¦ ~ g INSPECTION BY AN EROSION CON ROL OFFIC

Aug15-NI Aug 15-Nov 1 Tdl Fe9aae 3001bs, bye DA TE ¦ 07.02.03
Nov1-Ma Nov 1-Ma'1 Tdl Fesnlea~d 3mlFis ~lYra _
DRAWN 0 VV55 Abram Rye 251be Axe
Mcrl -Apt M Q 1-Apr 15 Tdl Fescue 3001ba /we SCALE: 1"=30'-0" CHECKED RML
Apr 15 -li Apr15-,fin30 HidledBermuda Grass 251beAm
,U 15-Atx Il 15-Aug 15 TdI Fame aid 1201bsA3Cre SHEET M LAI 90
BrowntopMilletor 351bsAxre D 16 90 60 80 A I
I Sx4umSudm H ybd ds 301 bs Aue FILE:

FALLS
HUNTING RID VILLA4E •n j
ROAD W ~ CESH N4P N
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LANDSCAPE ARCHITECTS
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A AREA ~ $IS \ \ O P.O. BOX 2025 ~`~~-K~__" DURHAM, NORTH CAROLINA 27715-2625
~ , 1- " ~1N THE POWER HOUSE
300 FULLER STREET DURHAM, NORTH CAROLINA 27701
~ 6-2 " HA~R6~WOODS
_ CLOSED \ .6 15 DW ODEN USED ~ TEL: [phone] FAX: [phone]SB9
EX15TING 20 SANITARY Q www.lhpa-nGCOm
SEWER EASEMENT ~
EXISTING. SIDEWALK _ _
x x x x-~-x ~'u----l-x z x ~ x----- f
x W LIMITS OF NEUSE \
RIVER BASIN BUFFER . . -
CONSERVATION AREA ~ ~ , ~ ~ -y-\ ~ ~ ASRHALT ,PATH
(TYP.?
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' ~ CHANNEL x f
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EXISTING 60` CROSS ~ : `EXISTING VEGETAT>bN NEUSE RIVER I ACCESS EASEMENT ~ ~I : _ _ SEE IVOTES,;THIS SHEET ' H~ PREVIOUSLY POR OF C, EL
_ BASIN BUFFER ~ FILLED IN PH~CSE ONE CONSTRUCTION
CONSERVATION
Huntin Rid a Road AREA 9 9 x i EXISTit~ 60' OSS ,!1 M NT ~
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~ ~ _ ti ~ `
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I ~ . ~ ~
\ ~ x APP AT TS OF L ! J ~ RO E TS OF L
~ \ / ~ PLACED DUR PHAS ~ ~ \ ~ N 'HAS , ~ `~f
~ ~ SLOPPING ENTER STRUC i R NSTRUCTibN
~ ~ _ v
I t\ ~ l ~ \ ~ I ~ 1 ~ ~ \ 1 1 i
I \ / 1 f` ASS, AL DRIVE;
I ~ \ ~ ~
\ ~ e, \ ~ I • ~,I i I _
~ ~ ~ v ~ 1 ~ v • I i
~ s ~ ~ ~ I ~ ~ Q I ~ - "4 ~ I
1 ~ ~ ~ ~ ~ ~ ~ \
~ ~ v ~ I ~ GENERAL NQTES ---------------=a-_..
I \ ~ I L N \ I T 1 ` ~ ~ ~ INFORMATION SHOWN ON THIS DRAWING WAS COMPILED
~ ~ r I I ~ ~ USING CITY OF RALEIGH GIS, ALTA/AGSM TITLE SURVEY
- ~ 's ~L I \ I !r~ FOR FALLS VILLAGE SHOPPING CENTER BY RICE AND ~ I H NC 27607
y ` I o I \ ~ I \ 1f ASSOCIATES 97$ TRINITY ROAD RALE G , ! AND FIELD OBSERVATIONS
\ ~ EXISTI G WATER I I
C I IN C~ ~ 4UALI Y BAS A m I i' i ~ I I N0. ~ REVISION ~ DATE I
\ I ~ ~ ~ ~ f \ ~
I I 7 K If) !;j ~ ~ ~ CITYOFRALEIGH ~ 729.03
I ~ I ~ \ f--____ ~V COMMENTS
\ I ~ ~ I
\ d cn , I I
~ I ~ \ 1
I • ~
~ s,~
I I I
r - V TI RM N I
I, ~ I ~7h.. 1---""" I THE EXIStING VEGETATION IS AN EARLY
' ~ SUCCESSIONAL FOREST CONSISTING OFD ~ ~
A I 1 i ~I
i ~ V ~ ~'i ~ ~ , ~ \ 1 ~ ~ 1 I ~ SWEET GUM ~ ~
i - - --7-~ - r/.i ~ ~ ~ ~ ~ - - - + RED MAPLE ' ~ LOBLOLLY PINE
f ,c ~ ~ I \ ~ ~ 1 1 ~ ~ ~ ~ ~ I 1 HICKORY ~ ~ ~ i ~
~ ~ \ ~ ~ ~ I ~ 1 ~ ~ OAKS
_ \ ~ ~ \ ~ ~ I ~ ~ ~ ~ 1 ~ i ~1 TULIP POPLAR ~ ~ ~
~ I \ I ~ 1 ~ i J \ ~ ~ ~ ~ i i ~
~ } i 1 THE MAJORITY OF THE TREES ARE WITHIN THE
h 1, ~ ' ~ \ ~ i I 2"-6" RANGE WITH SOME TREES IN THE 6"-15" RANGE. ~ ¦ ' ~ 1 IP t ~ THERE ARE NO TREES GREATER THAN 18 IN CAL ER.
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ OR ANY UNDERSTORY SHRUBS OR TREES.
i \ ! ~ ~ ` 1 • ¦
I v I
DATE ~ 01,02.03
ne~uu r ume
SCALE: I"=30'-O" CHECKED ¦ RML
SHEET ¦ LAOmO
0 15 30 60 90
FILE

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O ~ / ~ W ;
~ ~t4gy,1, ~ ~ )46J ~
\ SVB C4 3 ~ \ ~ U y
R8 Oy ~ ~ I REVIEW REVISIONS ~ AN \ . ~ ~ OR/ Q y S° ~ I
~ ~ p A •C „i ~ \
F E I C RAW ~ ~ J ~ NORTHHAVEN SUBDINSION\ ~ ~8u ~ ExlsnNC o) ~ ~e\ ~ ? a, E" BM 1 7 P t ~ RggN p OT ? DITCH CL ~0 q9~ V~,, ~ Sp ( 9 2. G 23) \
• ~ (8M I99~Rk ~BD,% ?55 O ~ 14741 \ \
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1~4
~ ~a ~ oRIyE'- / ~ ~ 20' PRIVATE UTIL EASEMENT ; 901
VICINITY MAP(noscale) ~ . ~ NO2 Npf?O~\ \ (BM 1972, PC. 123) ~ / Cd
p Sr ~ 1)0. ~ . .ti ~8 /
LEGAL DESCRIPTION: / QS ~ ~ ~ ~ ~ sf \
THIS PROPERTY IS DESCRIBED AS BEING ALL OF LOTS 1-6 OF THE FALLS VILLAGE \ \ 5 0 ,n \ \
SHOPPING AS RECORDED IN WAKE COUNTY BOOK OF MAPS 2000, PG. 752 . , . • ~ ~ / ~ \ ~ EXIST. ~
~ ~ I \ A IN SHED(ENCR.} 5p) / I s~ ENCRO cH c 71q ~ ~ ! ~ CONCRETE DRIVEWAY
OWNER: BVT CAPITAL PARTNERS XVII LIMITED PARTNERSHIP DEED REFERENCE: DEED BOOK 8423, PACE 1D63 NEUSE RIVER BASIN BUFFER ~ ! . •
PLAT REFERENCE: BOOK OF MAPS 2000, PAGE 752 (CONSERVAnON AREA) X ~ o I 0 • , (BM 20D0, PC 151) ( I r i ~ I • 9 I
P•I•N. /l ABE9 I / 1 1
1 1717.13 13 3265 18.66 ACRES 1717.13 12 6714 0.57 ACRES sy ~ % ~ x / S ! I 80' CROSS / 6 n ~Jl / 7,~' I ! ACCE55 EASEMENT ' { o r . ; 9t )
1717.13 13 3793 1.31 ACRES X S~ 4gI+ o I I S 2000, C 52)
4 1717.13 03 7607 3.19 ACRES 5 1717.13 03 4449 0.71 ACRES y W y ~ I I I NEUSE RIVER BA9N BUFFER I
6 1717.13 03 4731 0.63 ACRES W W i y ! x r (CDNSERVanON AREA) W W •Y W W W W I I II I I (BM 2W V, PG 1St)
I •.I. h W W 10WSIDEM~ILIC E~ASEMEINT W x I ~ ~6 J I y l ! \
uEOeNo , • + y + BiA. 2080, PO: 75?° S / \ k E 14111 \ \ , ..r I 531~g'Or
INV INVERT O CATCH BASM -RALEIGH STD. RCP REINFORCED CONCRETE PIPE C7 CATCH BASIN - NCOOT STD. } W W W W W W W W W I~~, I I , 4 e£ y y m y y y y .v y ~ SD , I Ja, rA
CMP CORRUGATED METAL PIPE ?o YARD INLET W W W W W W W W W W k I ! ~ ! 1 M
DIP DUCTILE IRON PIPE ¦ CRATE INLET R/W RIGHT-OF-WAY D FLARED END SECTION y y a y y y y m y ~ I I II ! ` • W W W W W W W W W y~~ I r
N/F NOW OR FORMERLY D STORM DRAIN MANHOLE POB POINT OF BEGINNING SANITARY SEWER MANHOLE v> } I MtOPOSED W W .Y ~Y W W W W W y/ ry ~ I I I r # 2O' WIDE
DB DEED BOOK p SANITARY SEWER CLEANOUT 3 I I Pueuc o h W y y W y y y W y y~ k I I 1 SANITARY ~
BM BOOK OF MAPS D4 WATER VALVE PG PAGE ® wATER METER 3 W W W y W W y W W W W~ I , I ~ SEWER ESL1T. 192 /a I l ~
SF SQUARE FEET ~ FIRE HYDRANT AC ACRES ® WATER MANHOLE , W W •Y W W W J •Y W W I I / I ~'l k :V ~ , , e
POSi INDICATOR VALVE W W W W W W •Y W J W W I I ~ I EXISTING ~~.I y W W W W W W W W W W W k I I I ~ ! DITCH ~ %
m GAS VALVE ~ ® GA5 METER I N W J' W W W •Y W W W W W I ! ~
OVERHEAD UTILITY UNE UNDERGROUND GAS MARKER ~ \ wACN WACHONA BANK k TRUST CO.. et of k + ~TMC W W W y I ! 1 ° I ~ ~
UNDERGROUND ELECTRIC LINE ~ AREA LIGHT \ d^. U UNDERGROUND FIBER UNE `D.o UTILITY POLE I \ I " TAX (P.I.N.) 1717.13-02-8835 ~ + W W ~pNEEAED wEnAND W W o W . I I , I I \ ~ ee~• I ~ I e~ DB 6806, PG 816 W W W W N W W W W W W W } I I ~ ~ , ~
UNDERGROUND CABLE UNE -0 SIGNAL POLE \ \ SANITARY SEWER UNE GUY POLE CONCRETE W W W W W W W •Y •Y W W I ; ~ ! EXISnNG ~ I I ! ASPHALT
STORM DRAIN UNE ~ GUY WIRE \ BASKETBALL \ COURT ) o} m a y W a y W y W a I l II WALKWAY N W •L W W W W W W i' W W I ' ND , I
WATER UNE ® UNDERGROUND TELEPHONE MARKER GAS LINE g TELEPHONE PEDESTAL \ I a, , I
FENCE LINE C1~ CABLE TV PEDESTAL N19'22'39'W 404.75' ~'~'~'m TREE UNE SIGN POST W W W •Y W W •Y •L ~ 7_ I I V ~~~'1 k
EXISTING EDGE OF PAVEMENT 8 MAILBOX o W J' ~Y W •Y W J• W ~ 31 ~ ~ m LOT 4 I , ~ b) I ~ k 6g. 6 138.956 S0. FT I I , ~ ~ , :931 J' W W •Y W W W W
• IRON PIPE/PIN FOUND N ,y 0 NEW IRON PIPE/PIN u; ` 3.19 ACRES / ~ I / ~ J W y y y y W y W y } I I I (~~,Q / I ~
¦ CONCRETE MONUMENT FOUND ~E LINE TABLE p R/W MONUMENT FOUND ~L___________~ I , i 4 y I:wrnNC wAU I ~ } I k I
LINE LENGTH BEARING X NO POINT SET I \ I W W W y y y i W i / / !I ~ ~ , } W •Y W ~Y W ~Y W W p tie ~ ~ I
u 7 ' ^W CONTROL POINT FOUND ~ L2 13.58' S7o 6'24'w CONTROL POINT 5ET ~ ~ i ~ . ~ s° i z I I ? ~ ~ .Y W W W y W ~ y } I I ~ I 0 I / , y !
L4 16. 1r4D'29'E ELEVATION BENCHMARK I `5 ~ . ~ ~ ~ ~ f'A I W W h •L W W V~ W l , I 1" N I - a I ` ~ ! y i y y y y; l I ! ~ !I J
L6 10.85 S13 3148 w ~ I ~ 33.38' s1625'1Tw ® ELECTRIC TRANSFORMER PAD \ I ~ ~ ~ S° 7( W W i Y W W `y / I~ N I \ Ih ~ I ~I ill \
L3 21.78' S8628'31'w \ I o 9 ~ +I LS 13.52' S03'16'03'W ~ ~ ~C~ I ril
L7 14.72' N13'31'48'E I~ ~9A'~ ` I ' 'O,Py I 25' INGRE I 'V 2S' INGRESS/EGRESS y' W W W W y ~ I / J I NN O
I ~ 0 w \ t ~ ~ ~ ° ~ N EASEMENT EASEMENTS(PRIVATE) W y m y y ! ~ ! I I
CURVE TABLE PARKING TOTALS ' yy~"~p I ~ BM 2000, TOTAL SPACE5~785 1~ f I CURVE LENGTH RADIUS CHORD DIRECTION CORD LENGTH HANDICAPPED SPACES-21 L l y9y ~ 2 - I BM 2000, PG 151 k I I I I / W W y W ~ os } r I ~ I I , ..•I
O I C1 1 . 0' N4 ' 1. Y NON-HC SPACES=764 UMPSTE ` 49 `~i EX. flRE W W J' y W i y I I / Q I l , ! I W W W b W W W tSO' ROSS I / O
C2 •w ~ s c\~ ~ ~ 4y ~C J CONNEC710N I W W W W W W I I; W~ ~ ACC 5 EASEMENT O
C4 1 .54' S'W 1 7. 1' ~ ~1 v t I` ELECT. PANELS II CS 14.7 7 ' 3'W 14 I , d I } p , (BM ~200LL PG 752 I / I / k ~ ,94} N W W W •v W W W I I I I
C6 . T .54' '4 'tt'W I ~ ~ J ~ e ~ s~ I OPE i I yj, L~. k ~ I ~ (DB OPE SPACE EASEMENT I DB 5775, 388 y y + + + as I ~ ! i /
C7 14 8' NI T1 'W ~ 1 _ ® \ W W W W W ~ ~ , / J
~ ~ ~ W ~I I ~ N sf~~ N131g' 31911 W 205.45' \ W W W W W V ~ 9 j / 0 ' I R7
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pi I ``I ~ I I I I I ~ 1 IQI I I I I \ L \I` I I I I I EASEMENT ~ ~ ~7. k~ / SS Sy n I ~ 1: I /y`` N
ELECT ELECT / . , `7,; ~ " !
I ~ u u ~ SS SS SS W METERS I \ \ ~ ` I _ ~ \ Q sS ruiEt ~ , . ~ I I / s' , BO' I `h
I \ ~ , I - - ~L. ' RCp ~ / ~ ' CROSS ~ ,I ~ //ET~q Foc caNNECnoNS ACCESS ,1 f I V Vl AS N t c E7ER5 ~ , j. EASE ~ 0 ~ I
v ~ ~ ~ - - i; ~ I 1 N ~ I I , ,~_r
~ - . , , , I I 918 Trin' Road ~ rty g0 T ` h/ 95~ ~ 2 ~ .•,l .ODD, i, I ~ I
t ~ ! , , ~ Rolei h, North forolino 21 b01 9
I EXISTING ~ ~ - I I I---- ` - - SHOPS _ ® I ® ~ ` ~
~ \ I I- 8 MM i I 2 d I , ~ Voi~e:919.854.0811
I n ->-ti. L--- 8 ~ O- Qp I o " I - ---tF--- ` ELECT ~ I I PAS o . ~ , ~ fox 919.654.0812
I WACHONA BANK k TRUST CQ, et d I ~ _ _ I L ~ °d / ! ~ I.20' qTY OF RALEIGH ELECT ~ WATERLINE EASEMEN ~ ~ \ [e-mail]
TAX (P.LNJ 1717.13-02-8835. I I---- - DB 6806, PG 816 I a - - ~ _ I : e. ~ PAN ~ f , ~ 8175, PC 25 Hti ~ " EL i;J (dB \ 5 vn~s ~ c f h 'T ~ \
L, I ~ - ~q r EX. FlRE ~ ! ! FlRE f y0 1 ,PROPOSED
I ~ ~ CONNECTI I LAN - ` ` i NECn J 1030 WIDE IXISTING SHOPS • . Ex. FIRE ~ I'~,P.usuc AITA AGSM LAND
I ~ ~ ~ I ` L - ~ \ r CONNECnON ~ 1G r J ~ SANITARY ~ Q ti 7 ~ 6Q'~4~, '-SEWER ESMT. N
~ \ I N ~ \ ~ I ~ ~ \ TITLE SURVEY . , ~
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R SHED a - - ~ ~ \ a \ e GOOLE - ~ \rr\\ r r ~ IG
7 ~ ,p . ~ ~
/ \ ~ W ' ' ~ ' r \ C # ~ \ \ ~ r ~ 60 07 IXISTING EXISTING SHOPS ; a ~ ) I I f '~,,1
. ' RESTAURANT 4 I ~ ,I y , _ ,a ' S 3350 Rivenuood Av~ue
7 r~ ~ ~ ! ' a , ` ~ Suite 15
fi~~, - - I , m , n,, ~ ~ Atlanta, Georg)a 30339 ~ k r,
I , 110.618.3508
~ I I I I I I v, M I I I _ \ f o ` 7 ' ' ~ n :John D'iGiownni > i ) f fo tact
. \ !qy r\ ~ ~ Y \ Cf W W \ ~ \ S I , ' J s~ - r ~ f ,
\ E%. 4' DIP \ ~ \ BUILDING OVERHANG ~ ~ \ \ ` ~ I \ \ } ~ ~ ~ r rf
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I ~ ~ I ----I ~ \ ~ ~ \r~ ~ \ \ ` i \ \ h r ~ I---- EK tY PVC ~ \ \ i \ \ \ \ \ \ -Q I I n M , SD \ \ \ \ ' ~ \ \ ~ \ \ g,,~, I ! ~ f/ P \ \V , L^ ~N I i\ J 0 ! / ,
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7 Q I -I ----I- \ \ ` ~T\\r'\ 5`\ \ /y - -'1 \ \ y ? , , # ! ; 11~ - Located at intersection of y ~y' 1 WATER METER, 99 The undersigned, being a registered surveyor of the state of cal fies to (i) [LENDER], its Fails of Neuse Road and
\ ~r - S I 5 ADX \ 1~ I@ , tr VAULT AME successors and assigns, (ii) [TTTLE COMPANY] and (iii) [BORROWER[ as follows: i~ ` •'l f II ` ` SHED 6 Sandy Forks Road
C\ 1. This map or plat and the survey an which it is based were made in accordance with the "Minimum City of Raleigh So ° li 1
Standard Detail Requirements for AtTA/ACSM Land Title Surveys," jointly established and adopted by the American Land Tide Association and the American Congress m ' an
F~ 0 153.81' C~D d Wake County w ( in 1992 and meets Survcyvng Mapping the accuracy tequir®e nra for (don UrbarJSMburban/RMra!/Mosrrdn North Carolina
p o h andMarshkwd) defined therein. a a, ~ , r I I I ~ - - ~J', in
\ ~ A \ ` 2 IR I n 2. The survey was made on the ground an [insert dates survey was made] by me or under my ` , \ o L I h ` I supervision and
\ correctly shows the mews and bounds description and the land area of the subject B ` \ I I 3 the location and \ , Sly I I a ° , ro property, type of all buildings, structures and other improvements (including
LOT 1 # _ I I I I I\ # , \ I y ENCROACHING ( sidewalks, curbs, parking area and spaces and fences) situated on the subject property, and an\ EX. SDIW] ~ I G CONC. SLAB other matters situated on the subject any
I I I I I I®I I I I I\ 1 1 1 1 1 1 1 \ IM.431. 9 I CHICK fll-A ,W n I property. ` \ I 1 . f I r iii II BUILDING I 3. [Except as shown an the wrvthere are no visible easements
W S17'06'33"E 250.98' ~ ~ ~ ~ I 1 I < I ~ I o m I ry,] or rights way of which the LANE FOREST SUBDIVISION undersigned has been advised 20' UBUC SERVICE Ir I I I (BM 1965, PG 98) •ar,_
BB&T BLDG. ANY GAS EASEMEN I] N 1hh
2 I I I I OA° _ I I I 1998, PG 1663) I I 4. [Except as shown an the Q/ \ ; t 111 , Q survey,] these are no party walla and no observable abuse ground \ I I encroachments (a) by the improvements on the subject property upon adjoining properties, streets,
w , so EXISTING I I II BANK r, 7 , I ; I COSTING EDGE alleys, easements, or rights of way, or (b) by the improvements on my adjoining properties, streets, a alleys upon the subject properly. GRID NORTH
N/F I I I OF PAVEMENT DOSTING EDGE tatAvtL/DIRT \ I OF PAVEMENT .........AREA...... I I ~ 10
CAPPROX LOC UNITED ENERGY CORPORATION 4- I I I y~ WATER SERRE TAX (P.I.N.) 1717.13-12-7927 i . _ _ _ I I I e + l I \ 5. The location of each easennent, ' of 9ROTAnON _ l right way, servitude, and other malts (above or below grand) a p ( affecting the subject property and listed in the tide insurance commitment no. dated
DB 6793, PG 202 N _I1 I I I I G ZONING : SC - I I I I N l / 1 .
EXISTING EXXON STAMM EMSTING survey, \ ` " ' ] I H I I reeved ark fair Company) with respect to the subject property, has been shown on the \ _ _ t I 1 / it survey, together appropriate recording refamaa, to the extent that such matters an be c I c I I 20' CAROLINA POWER 101 I 11p0~ located The property shown an the survey is the property described in that tide commitment \11U11t11111111111/lU
BANK I _ (PB I , The location of all ' an the subject C A I I 3 ~ AND LNtlIT EASEMENT yard I and tar ~ and ~erty is in accord with minimum setback, side yard fines, per restrictions of record fa the subject property referenced in
0 • 20' CAROLINA POWER t _ _ a I I (Pe 1998, PC 1663) AND LIGHT EASEMENT I I I such Cdocommitment 0> tSS/
" EX. W/SEX, 4' SS EX. 4. TT SER EX. 3/4' SEANCE SS I I I I I I I I I S 199$ PG 1663) 4T f7 I N 110 , , I 6. The subject property has direct access to and from a duly dedicated and accepted ublic street or C highway \ I I c I known as and p = Si:AL
ss
POB GRID COORDINATE i i i I I I i 118 I I I I I I I N 773,064.642 I I I I I I I I I I I I I I , I; p I = r L-3841 ; I I I I I 1 I I 7. [Except as shorn on the survey,] the subject property does not serve any ad property for • ! `SO
a C7 " 459.06' c I I drainage, utilities, structural support or ingress or egress. J~nB ? *O 1` oe _ % to u O `
-0 H-2 7 •e c - 8. The record description of the e ii ttbpect property forms a mathematically closed figure. [U not, so i ~
77 WALL 17 ( a CV S19'21'39'E 99.59' T T T T T T state.] /Ni T T 1
= NCGS 'SANDFOR sz tt ON' aurnunmlullln~ - pppq~ yon 9. [Except as shown m the w ] no portion of the pro~Y shown m the lies within a Ex e• DIP SS SS SS SS ps9 p S ' al Hazard Y UNESS THIS PLAT t9 SIGNED AND ' LOCAnak) SS SS = I EX. SSMH pro Area, as described an the Flood huurma Itak Map for the community in wttidf DATED, R 6WLLL BE CONSIDERED
SPC B} u u ss u ss u u ss u ss u u u- a r "S MM tAPtmaUATE LoeA e \ RIM-437.1 c the subject property is located. [Tire survey correctly the zone desi ation of PRELIMINARY, NOT FOR RECORMTION
Northing 772,961.794 t RIAI.MON26 Eostinq 2,111,926.514 M~ ap NCGS "NEWTON" c i -G~0 6 G G G G- G G 6 G G G- gn any area shown as being within a Special Huard Ara.] CONVEYANCE OR BALEB.
Combined Foctor 0.9999153 4w~ cI~~ SPC 63 FALLS OF THE Iv v pd v ELEV. 442.03 Northing 775,319.076 (R/W WIDTH LS OF THE NEUSE ROAD N coo The parties listed above and their successors and arc entitled assigns to rely on the survey and this
W v Eastin 111,006.651 v v v g2, w v v v v v v v v v--w w- R W WIDTH VARIES certificate as being true andaccurate. 4 v W v
tX. 12 WATERLINE W W W W W y v 4 -mss sS i - ss W March 7, 2002
N N
N21'19'Ot'W 253667' (Ground) 2530.46:-(GEidj . . . . , . - . Jeremy Taylor Date
NCPLSMNI D R A W I N G
0 7D DD TOD
SCALE: I'm 50 ALTA ACSM i '
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DRAWING
WATERSHED AREA EXHIBIT S-1
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