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GENERAL NQTF~~ _ 5. TILE ^GNir(ACTOR SF1Al.L C:?Nr~,CT AFL OWNERS OF EA`.;f=M[NTS, l1TiG,ITIE$ 10. G'OMPACii~t~f ANi.) MAriv;~ivklvi;i.. u~ ' ~ ta. 1t d:: Gt 1v, ~ t :;r+H-L 41::S~i~'f LI~CAiION Ai~ij ia_FVr~I~ON OF ~,.i_ ,v't t.„ avia~ut _ ~ ,rtE _ ~F A , , ~,,~...,u~~M,-._._..._,-,-..M..,. , I ~ ~ x 1~, LAhOSCAPE PI_ANTiNGS AND SIGN LOCATIONS AT ENTRAN{'F~~A,~L~i 1MLL BE c ~ ~ _ya a • ~
ANO R,iJ,W,'S, PUf~UC OR PRIVATE 1'KIOR TO WORKING IN 'IH AR A SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TU UNGEHGROUNU U1'IUTiES. THE LOCATION OF ALL EXISTING U11LITIE5 ARE ESE E S. NOT NECESSARILY SHOWN ON PLANS ANO WHERE SHOWN ARE ONLY IuTIES ARE JI i~~+~ ~i~l~~~f~l~r~
t. THE INFORMATION SHOWN HEREIN WA5 TAKEN FROM PLANAMETRCS BY 6. ACCESS TO U11LITiES, FiRE HYDRANTS, STREET LIGHTING, ETC., SHALL ACHIEVE 9516 OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS tE ONLY INSTALLED ANO MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT ; ~ DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ~ ' = ANO AT NO ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS. n
THE CITY OF WINSTON-SALEM, ANO THE BOUNDARY SURVEY REMAIN UNDISTURBED, UNLESS COORDINATED WiTH RESPECTIVE UTILITY, RECOMMENDED IN THE SOIL REPORT (IF AVAILABLE). APPROXIMATE. THE CONTRACTOR SHALL ON THEIR INITIATIVE ANO AT NO PROVIDED BY: TRIAD LAND SURVEI1NG 7. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO 11. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN EXTRA COST HAVE LOCATED ALL UNOERGRWNO LINES AND STRUCTURES STRUCTURES 16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT ~ STANDARD 4EF~ILZEET PARKING ~ ~ c
935 EAST MOUNTAIN STREET, SUITE H DISTORTION. NATURE ANO DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION :NSATION PRACTICES. U ~ ~ ~ E OF SUCH PIPE, EXISTING ZONING: Rs-9 PROPOSED USE(S)~pOENnAI SLOG, MULnFAYIL ~ ~ t
KERNERSNLLE, NORTH CAROLINA 27284 B, AlL UTILITIES TO SERVICE BUILDINGS SHALL BE UNDERGROUND ON SITE THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. SHALL ACCRUE TO THE CONTRACTOR FROM 1HE PRESENCE OF SUCH PIPE, Z. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON UNLESS OTHERIMSE NOTED. t2. ALL PERMIT'S RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO OTHER OBSTRUCTIONS OR ANY DELAY DUE TO REMOVAL OR 17. PRIOR TO STARLING CONSTRUCTION, THE CONTRACTOR SHALL BE PROPOSED ZONING: RM8-S PARKING CAIWLAliONS: ~ CALCS BELOW ~ " r RESPON518LE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS TYPE aF' REVIEW REQUESTED: ~ ~ ~ x
THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE 9. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPON51BlE RESPON5181E REWIRED PARKING: 41~ SPACES c ~ ~ r HAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION OF ANY ITEM MULtI-FAMILY. RESIDENTI~ ;TOR IS PARKING FRONDED: 435 SPACES t'..= :a
EXACT LOCATION Of UTlU11ES VNTH THE UTILITY OWNERS PRIOR TO AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. FOR ANY DAMAGE TO UNDERGROUND STRUCTURES, CONTRACTOR IS COMMENCEMENT OF CONSTRUCTION. SURFACES, DRIVEWAYS, CULVERTS, CURB AND CUTTERS, ROADSIDE RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. THE SHAD. BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AU. SIGNED, SEALED, .S. THE ~ ~ % z .
3. ALL HANDICAP 511E FEATURES SHALL BE CONSTRUCTED TO MEET ALL DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE CALL.' AT AND APPROVED PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF LL" AT SITE SIZE AND COVERAGE ~ S EET L1 5 ~ =
FEDERAL, STATE ANO LOCAL CODES. DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES, CAII 4, ANY DISCREPANCY IN THIS .PLAN AND ACTUAL FIELD CONDITIONS SHAtI REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. AT LEAST 48 HOURS PRIOR TO ANY DIGGING, ITiLIT1ES, CAII THE PERMITITNG AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF REWIRED NG/UNL SPACES: a ° r ~ u ` THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHAD. CAUSE THE y ~ . , TOTAL ACREAGE: 2a.18t ACRE(S)
BE REPORTED TO THE ENGINEER PRIOR TO START OF CONSTRUCTION. THE 14. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT SITE COVERAGES: BUILDING TO LAND 12.50 LOAOINC/U INC FRONDED: to MODIFlCATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY, x w
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL 18. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR PAVEMENT TO LAND_ZL1~._x ° ~ ` ~ ~ -
SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. ESTIMATION PURPOSES ONLY. OPEN SPACf 66.16 x -FT. XFT.~ , ~ , , r ~~a-_: -
TOTAL 100 X ADJOINING ZONING: RESIDENTIAL ~ TYPE REWIRED: 'm'E II r = ~
BUIUrNG SQUARE FOOTA(;F:1 3 1 fSO.FT. WIDTH REWIRED; 15 MINIM~IM ~ ~ ~ V , "J ,4
~ u 'r f V ~l , ~ ~ I BUILDING HEIGHT: 2 dt 3 STORY FENCE OP110N: YES_.~__ _ ~ = ~ J
~ ~ ? fj Ql ~ pF,E{SITY CALCULA110NS ~ INFRASTRUCTURE
.~~~ar, O NUMBER aF UNITS/LOTS; 224 UNITS/LOTS ~ _ a WATER:~S_.PUBUC PRIVATE pEN$ITY; 7.95 UNITS/ACRE OR LOTS/ACRE c E ~ ~ r
p ~ SEWER:.~?S_PUBUC PRIVATE REC. AREA REOb:100 SF/UNIT OR 0.51 ACRES = .c = = STREETS: PUBLIC _X_PRIVATE REC. AREA PR041DE0: 184,D00 SF 3.78 AC M C h r
~ W ~ I 7...r c c.., s a ~D~TY INFORMATION Q x~ ~ ° ~
~O~ ~~v I ~ JW v Z A patlon of PIN 5898-75-5393 Block 4838 Lot tO1 ° r ~ ~
i m ~o I PIN 5898-84-1854 Block 4835 lot 013 ~ ~ ~ " c: ~
mod t ~~z oW m BUILDING CHART' ' ~ ` ` ' ~ ~r w
!7
- - ~ ~ W s' ~ ~ Z Q I n o Q BUILDING TYPE BUILDING DIMENSIONS " N0. STORIES A 96' X 54' 3
FH ~ m ~ ~ O o v B 104' X 54' 3
C 93' X 14' 2 u
~ cp ~ Q ~ _ \ D 9TX76' 2 J
~ w-~-. ~ ~ am ~ QCn ~O I ~ W Diu ^o E 106' X 80' 2
~ F 96' X 54' 3 W
w ~ (n ~ O , D'-_ nay _ w ~ o Cn ~ m d' Cp O ~ Z ~ \
Q....._ \ ~ 2 ~ 1 0 \ ~Y
PARKING INFORMATION W ~ ~ ~ ~
? G Z co I~ Z Z ~w ( ~ ~~O UZ~Z ~ \ U~t1 n
~ ~ A Q~ ro Z ~ ~ ~ ~ ,I ` w I Q ~ ~ n ~ ~ . CL7 ~ ~r ~ MULTi-FAMILY Ul t^I M' O ~ ~ 1-BR = 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ Y`I f
~ 2-BR = 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES U ~ CV
S O ~D O ~ 3-BR = 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES ~ ~ ~ r-+ TOTAL: 224 UNITS 382 SPACES ~ ~
~ ~ n CLUBHOUSE: ~ M' G
~ ~ M a ~ o ~ ~ ~ ~ ~ V / / 1 SPACE PER 200 SF: 3,3001 SF 17 SPACES W Z M, ~ ~ ~ ~ ~ ~ M~
i r < MIIII I' ~ Q • J 'A ~ ~ Q/ ~ ~ ~ ~ ~ w / i ~ r~i " ~ J ~ Q ~ ~ POSPACE PER 100 SF: 1,2DOt SF 12 SPACES ~
tiz^ i ~ OI 1 l w W ~ Q ~ ~ TENNIS COURT: O r^ ~ ~ W ~ ~1 4 SPACES PER COURT 1 COURT 4 SPACES ~ W w
~ \ Z~ 0 ~ ~ i ~ l I I Z Z J TOTAL OFF STREET PARKING REQUIRED: 415 SPACES ~ W W
~,~.o c, I ~ tic v w ~ ~ o ~ . ti / ~ v ~ I ~D ~ CJI ? Q ~ TOTAL OFF STREET PARKING SHOWN: 416 SPACES ` ~ x
l \ w ~ Q~ i ~ ~ . Q I \ EAM ~ , ~ `T < ~ ~N ~ ~ ~ ~ (INCLUDING 12 HANDICAP SPACES) ~ n ~ ~
. FFE \ ~l U Z 15 ~ ~ ~ . 1 _-EMERGENCY ACCESS ONLY
r ~ v STREAM 15 ~ _ C.~ l~ / ~ ~ - ti ~ ~ UFFER ~ ~ \ Z G Z ~ 1 ~ ~ B \ •v ~ ~ ~ v-, ~ BUILDING SUMMARY
l ~ i ~w ~ '~~r~ ~ \ . ~ • ~ J ~ \ . ~ 8 a ~ z
' ~ ~ . _ . ~ ~ m ~ ~ ' ~ I B w m~~~f~, Z BLDG TYPE ~ BUILDINGS UNITS/BLDG TOTAL UNITS a ~ ~ ~ m ~ r m A 3 12 36
~ o. ? \ \ , ~ ~ , P RTI N ~F ~ \
~ / ` \ A. ~ 1 4r,3~ ~ X L T 1Q1 E3kbCK 4658 ~ 'r' 1 B 1 12 12
\ ~ C ~a ~ t. f ~ I ~ . . v a l~ ~ Z ~ ~ C 8 8 64
~ a ~ ~ ~ / ~ ~ CFE~~~R 1~~9 c,t v w ~ ~ ~ O~ ~ 0 7 8 56 ~
l v 111 G I I I } A \ ~ I w w~ QrJ ~ ~ ~ rJ E 4 8 32 w
1 i ~ \ . z ~ ~ 1 ~ - r w ~ ~ ~ ~ ~ C=~ F 3 12 36 ~ Y
' S ~ ~ , ~ ~ / c \ , w ~ ~ ~ ~ ~ TOTAL 26 N/A 236 ~ ~ ~ +s
' ~ \ ,W ~ I EK ~ w , ~ ~ G Yr C TOTAL LINEAR FEET OF PUBLIC STREET =-4 0701 LF O 0 ~ ~ ~
1 ~ i ~ ~ w ~ ~ ~ TOTAL LINEAR FEET OF PRIVATE STREET - 2721 LF U ~ ~ ~ ~ ~ ~ ~
\ Y . I
~ ~ ~ y;,y ~s ~ ZO ~ :~~5i
~ ~ ' ~ t9 1 12 \ Q' ~ ? \ h~+~l
~~~1 / 1s v 1 ~ r.~,' v° ' ~ ~ J STREAM ~ g• it \ w
I ~ ~ ~ ~ ~ ~ ~ ~ ~ BUFFER , ~ , ~;~1 ~ i lL n i ~ ~ ~ ~ , ~~`~:~w \ CONTRACTOR NOTES. ~ ~ s
~ BLDG, ~5 ~ ~'l ii" /1,~~~ ~ ~ ry~./~~~, r ~b ~ ! TYPE 6 , ,F~ 15 ~ w ~ z ~ NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO ~ D Q a ~ ° = N
i , ~ R ~ ~ w~ FACE OF CURB, OR TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN ~~~rrr 0 T Q W ~ ~
1,, ~ ~ ~ 1~ ~ ~ n~ POSTS, ETC., UNLESS O11iERW15E NOTED. 0 ~ U ! ~ ~ x ~ ~ ~ ~ z Z ~ ~ s
i r 1 I FF ~ ~ ~ E: 826.40 BLOC. ~a 1 ~ \ y ~ Jy~~~J CONTRACTOR T0: ~ 0 ~ C s ~ ~ 0. ~ N
TYPE A 5 \ ~ m - cr. STREAM-' ~ ~ ~0 ~ 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY ~ 0 a
~ ; , FFE. ~ ~ ~ / ~ ,n - HC HC BUFFER \ 1 795.40 ~ )8 ' PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR TO r l ~ 0 v 'sZ CONSTRUCTION. v ~ Z ~
w ~ \ ~ 'T=~Q ~ t A BLDG. ~6 ~ FFE: 1 A LDG. ~ ~ f 2. COORDINATE WITH THE OWNER FOR PHASING OF CON5TRUCTION, INSURE A /1 W E A >k• HIGH LEVEL OF SAFETY DURING ALl PHASES OF CONSTRUCTION. F-1 Q
. 22.40 . ,r.' ~ ~ . TYPE C ` 1 , , , .2 ~ r 3. CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS. REPORT ANY ~ ~
N , ~ ~ V~ i~ ~ / DISCREPANCIES TO 1NE ENgNEER IN WRITING PRIOR TO ANY FURTHER 0 ~
/ ~l. , / BLDG. ~3 tt ~ I ~ FFE': 828,40 '~s. 6 TYPE C ~ CONSTRUCTION. Z t1 ~ 4. CONTACT ENGINEER FOR OBSERVATION OF CONSIRUC110N RELATED TO 0 ~ ~ ± o
ti to ~ • tt i ~ 2 ~ 9' ~ / REQUIRED FEDERAL, STATE OR LOCAL CER11F1CATiONS INCLUDING BUT NOT ~ t*, FFE: 797.4 c~ ~ ~ " ~ ~
. , ~ \ a LIMITED TO PROOFROLL AND ASPHALT PLACEMENT. PROVIDE 24 HOUR Z Z Q ~ U ~ ~
. - _ ~ - ' - R5 $ , t y Lq FE: ,18.40 \ NO11CE TO ENGINEER FOR REQUIRED CONSTRUCTION OBSERVATION RELATED ~ ~ ~ J ~ ~ Z " ~ C~ ~ ~ TO CERTIFICATION OF ROADWAY, WATER SYSTEM, PAVEMENT, ETC. Q ~ ~ ~ ~
5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, rJ ~ > ~ ~
. ~ s• ~ m~ CONSTRUCTION MATERIALS, ETC., CONTRACTOR SHALL BE RESPON5IBLE O ~ n $ o ~ o 8~ p o ~ FOR DAMAGING EXISTING PLANTINGS TO REMAIN, ~ ~ n. c~ ~
~ F A 8, i. 2 ~ ~ \ ~ 8 l I ~ , jl ~ ~V 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL ~$r
y \ ~ ~ ? ~y , tt \ ~ b - - , UNDERGROUND UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT. 11~OSE SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY NOT BE JG I TY p ti~
~ BLDG. ~2 ~ ~ / tt ~1. TYPE D ~ \ ~ ,q~ ALL INCLUSIVE, CONTACT UTILITY LOCATION SERVICE OR OTHER ~ ~a
BLDG. ~7 ~i ~ ~ti ti ~ APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENI1FICATION PRIOR G7 ~F h ~ TO ANY WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO ~ ~ o ~
~d R / / ~ / . r TYPE 0 BLDG. tyt l~ ~ / ~h REMAIN-TYPICAL, CONTACT ALL UTILITY COMPANIES TO INSURE THE ~ ~ ~
TYPE C s ~ UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION J ~ ~ .-t
~ ~ / i 11 ~ 4 q N ANO/OR SITE WORK. Q a m R~0 / ~ 7. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER 2 ~
i!,' ,BLDG. p12 FF / TYPE c 9• ~ E. 815.90 / CONNEC110N OF PROPOSED UTILITIES. ~ ~y
h ~ ~ ~ ~ FFE: 834.40 ~ FF ti`0 E., 827.40 ~ ' ; A r B. SEE GRADING PLAN FOR PROP05ED GRADES AND EROSION CONTROL.
/ i ~.2 ~ i ~ _ / ~ 1 9. USE THE ARCHITECT'S DRAWINGS FOR BUILDING DIMENSIONS. 0 ~ 10. USE CITY OF WINSTON-SALEM STANDARD CONSTRUCTION DETAILS FOR ALL
~ ~ v ~ 20 SITE WORK ITEMS. BEFOkF: l0U D!G'.
in R ' i FF ~ 5 . tt ~ E. 819,40 ~ NOTE: INSTAU. 4" DRAIN PIPES UNDER SIDEWALK WHERE NECESSARY CONTAC"I' 0!VE-('ALL (~~;tiTCR
15' - to ~ ~ \ ~ ~ ~ ~ ~ S~REAIA, 5 1-00-632-499 TO PERMIT PROPER DRAINAGE IN PARTICULAR NEXT TO BUILDING
i t ~ ; ~ ` BUFFER B i~ ? ~ ~ , WHERE SIDEWALK MAY TRAP WATER, ' ,L,,1111111111,~/
tt t BUF
ll~ , o ~ ~ ~ 7 I T `p~~`~'(41 CARQ(lti9'~ j'FE,SSip. ~
~'i: ' j ~ ,R'.. LDG. X13 t5 7 is ~ 1 ~ . 4 \
BLDG. 8 ~ ~ ' ~I YPE E ~ TYPE C tt 1. ~ ~ ~ ~ ~ ~ 1 SITE KEY NOTES: SEAL
/ / lA CONSTRUCT 2'-0" SPILLING CURB AND GUTTER, SEE OEfAiI THIS SHEET 024442 \ -
, ~ , A, .y RS s t ~ ~ ~ iB CONSTRUCT 2'-0" CATCHING CURB AND GUTTER, SEE DETAIL THIS SHEET ~i ~'.FN .
0 BLDG. ,~10 0 F 8 4.40 ~ ~ is ~ 1C CONSTRUCT 2'-0" VALLEY CURB ANp GUTTER, SEE DETAIL THIS SHEEP ~~''ti'~f(B WE~'~~~
R ~ 5 ~ HC TYPE C ~ 7 ~ i _ CONSTRUCT 5' CONCRETE WALK, PER DETAIL SHEET ~''lllnn+++''` ~ _-..~~584.53~1
~ G~ 1 / 4 ~ ~ ~ 1 ~i'. FFE. 838.40 e ti ~ ~ ~ r. ~ ~ \ ~ - ® CONSTRUCT 4' CONCRETE WALK, PER DETAL SHEET
.e ~ ~ 03 INSTALL H.C. SIGN, PER DETAIL SHEET # DATE ISSUED FOR
2 _ ~ 1 / 4 ~ , ~ ,0 0 ~ Q CONSTRUCT CONCRETE OUMPSTER PAD, PER OWNER'S INSTRUCTIONS
FFE: 831.40 ~ ~ ' ~ fi 4 ' BLDG. 1 Q TRANSITION FROM ASPHALT TO CONCRETE, PER DETAIL SHEEP
a t v TYPE D I tt S Q INSTAL HANDICAP RAMP ,PER DETAIL SHEET
~ ~ _ t ~ , 0 ~ - ~ , i C%~/~/ ~ ~ ) 07 HEAVY DUTY ASPHALT PAVEMENT, PER DETAIL SHEET ~~1%~ ' ~G~ ~ Qe LIGHT DUTY ASPHALT PAVEMENT, PER DETAIL SHEEP
~ 11' ~ ~ ~ FFE• 819.40 t5 ~ %F
'0 / I / Q CONSTRUCT DUMPSTER ENCLOSURE, PER OWNER'S INSTRUCTIONS
BLDG. ~9 / ~ i ' 11 ~ : i TYPE D Q o~ ~ ~ / ~ ~ to CONCRETE PAVEMENT, PER DETAIL SHEET
o 0 9 / h/~ ~ tt ~ ' / it PAINT 4" WIDE STRIPE, WHITE
r ~ ~ / \ \ i~ a A ' ~I / 12 PAINT 4' WIDE STRIPES ~ 45' 2'-0" O.C. PROJECT N0. E-1014
n e / a . ~ ~ Loc, p15 ; ~ \ / o; ~s ( ~ ~ / 13 STAMPED ASPHALT CROSSING
i TYPE E \ ~ ~ ~ ~ ~~r~ ~ ~ , i ~ ~ , / (,l creuccn ~nurQ~ rRnacwr. DATE: 07.0$.2008
~ Y FFE: 838.40
6 _L I / \ \ / 5 RETAINING WALLS, TOVBEvDESIGNED BY OTHERS SCALE: 1"=40'
,y ~o CURB CUT & RIP-RAP AS REQUIRED DWG. BY: DF CURB FLUME & RIP-RAP AS REQUIRED
N / '4% 1 / \ / I CHK. BY: MBW
819,40
/ GRAPHIC SCALE 2
40 0 20 4080 C
/ SLT'PLAN
MA CHLINE MA CHLIN 1 inch = 40 ft. (1 OF 2)
NOTTINGHAM P A H T- NOTTINGHAM P A H T-

.7ENER~f. S1TF N(1T~S~ , - ,r ~ ~ ~ ~`~"KG~JIc :zPiAL~ CONTAi~T AI_L OWNERS OE E.>k.,eN,~.P,~~, U~illiTiES IO. COt~PAE•iION ANO MAINTENANCE OF PROPER M015TURE CONTENT OF THE 13. T'1E f;ON1RACTOR ~I1ALL VERIFY I".OCATION AND E~(.EVATION nF AIL _ ,fi , _ )F 'A1 ` 15. LANDSCAPE PLANTINGS AND SIGN LOCATIONS AT ENTRANCE/EXI'TS WILL UE ~ ` a~
ANI~ R.O.W,'S, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. SOIL UNDER BUILDINGS ANO PAVED AREAS SHALL BE ACCOMPLISHED TO UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE IUTIES ARE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT SIT IIVFUhMATIUN r
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM PLANAMETRCS BY 6. ACCESS TO UTILITIES, FlRE HYDRANTS, STREET LIGHTING, ETC., SHALL ACHIEVE 95R OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS NOT NECESSARILY SHOWN ON PLANS ANO WHERE SHOWN ARE ONLY THE CITY OF WINSTON-SALEM, ANO THE BOUNDARY SURVEY REMAIN UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. RECOMMENDED IN THE SOIL REPORT (IF AVAILABLE). APPROXIMATE. THE CONTRACTOR SHALL ON THEIR INITIATIVE AND AT NO
PROVIDED BY: TRIAD LAND SURVEI1NG 7, 00 NOT SCALE THIS DRAWING A5 IT IS A REPRODUCTION AND SUBJECT TO 11. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES ANON AT NO DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT = : µ ~ STRUCTURES ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS. ZpNiNC oFF-STREET PARKING ~ y " ~ c
935 EAST MOUNTAIN STREET, SUITE H DISTOR110N. NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FlTTING, ETC. AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSAITON :NSATION 16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT do STANDARD f e ~ Y PRACTICES. RE~ot:rlnAl etDCLMUInvAwlt ~ ~ ° ~ c
KERNERSNLIE, NORTH CAROLINA 27284 8. ALL UTILITIES TO SERVICE BUILDINGS SHALL BE UNDERGROUND ON SITE THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, 2, THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON UNLESS OTHERVNSE NOTED. 12. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO OTHER OBSTRUCTIONS OR ANY DELAY DUE TO REMOVAL OR )F SUCH PIPE, E>nSTiNG 2pNING; RS PROPOSED USE(Sj y ~ G { 17. PRIOR TO STARLING CONSTRUCTION, THE CONTRACTOR SHALL BE PROPOSED ZONING: RM8-S PARKING CALCULATIONS: SEE CAICS BELOW " {
THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE 9• TME CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM CONSIRUC110N. ALL CONSTRUCTION TO BE IN ACCORDANCE WI1H PERMITS REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS TYPE OF REVIEW REQUESTED: y x' RESPONSIBLE HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM MUL11-FAMILY RE51~IT1AL REQUIRED PARKING: 412 SPACES ~ , s
EXACT LOCATION OF U11UT1ES WITH 1HE U1ILITY OWNERS PRIOR TO AND/OR MATERIAL DUE TO CONSTRUC110N OPERATIONS. ALL. STREET ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. FOR ANY DAMAGE TO UNDERGROUND STRUCTURES, CONTRACTOR IS COMMENCEMENT OF CONSTRUC110N. SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE RESPONSIBLE FOR CONTACI1NG ALL NONSUBSCRIBING UTILITIES. THE TOR IS PARKING FRONDED: 435 SPACES ~ v :S. THE SHALL BEGIN UNTiL THE CONTRACTOR HAS RECEIVED ALL SIGNED, SEALED, G ; ~
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA °ONE CALL' AT ANO APPROVED PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF Z ' a .l" AT SITE 9ZE AND COVERAGE - o ~ ~ y ~ S~~SI EET L
FEDERAL, STATE AND LOCAL CODES. DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING Ul1LITIES• CALL 4, ANY DISCREPANCY IN 1HiS PLAN AND ACTUAL FlELO CONDITIONS SHALL REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICAl10NS. AT LEAST 48 HOURS PRIOR TO ANY DIGGING. TILITIES, CALL THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF F ~ THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE REQUIRED NG/UNL SPACES: 4 ` v TOTAL ACREAGE: 28.161 ACRE(S) _ ° : ~ y
BE REPORTED TO THE ENGINEER PRIOR TO START OF CONSIRUC110N. THE 14. FOR BUILDING DIMENSIONS, SEE ARCHITECNRAL DRAWINGS. CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFlCATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY, 9TE COVERAGES; LOAOINC/U NC S- PROVIDED: cn ` ".c r-
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BUILDING TO LAND 12.50 X w - c - 18. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR PAVEMENT TO LAN011.14__X ~ r ~ 3 r
BEGINNING CONSTRUCTION, ESTIMATION PURPOSES ONLY. OPEN SPACE 66.16 X X .-~FT, , ~ ~ ! ~ ~ ~a,_ _
RESIDENTIAL f ~ . TOTAL 100 x ADJOINING ZONiNC: ~ v c t"
TYPE REQUIRED; E II ~ + ~ BUILDING SQUARE FOOTAGE:~~tSQ.FT. IMDTH REQUIRED: 15 MINIMUM ; E ,
MATCHLINE MATCHLINE BUILDING HEIGHT: 2 ~ 3 STORY FENCE OPTION: YES~lS_ ~ = " ' n ri r -
NOTTINGHAM PLACE SHEET C-2) NOTTINGHAM PLACE(SHEET C-2) DENSITY CALCULATIONS c L ^ ~ ~ ~ ` ~r
% N 1 ~ ~ ~ ~ • IMFRASTRUCNRE - ~ y , WATER:_)L_PUBUC PRIVATE NUMBER 95 NITS/LOTS: 224 UNITS/LOTS _ % ~ =
I , . G ~ ~ ~ BLDG. , 6 11 ~ ~ ~ , / ~ I ~ ? . DENSITY:-UNITS/ACRE OR L015~ACAE ` ~ ? ~ = F Gj SEWER:_X_PUBUC PRIVATE REC. AREA REO~D:100 SF/UNIT OR 0.51 ACRES ~ .c = i r
® TYPE A / BLDG. 17 - "w e O N - ~ ~ " ! BLDG. X28 / / STREETS• PUBLIC ~_PRIVAIE REC. AREA PROVIDED: 164,000 SF 3.76 AC ~ ' ~ 7 ~ .c r. r ~
TYPE E IS o I ~ TYPE F PROPERTY INFORMAl10N Q ~ ~ ` ~
~ ~ • ~ , / A potion o1 PIN 5896-75-5393 Block 4638 lot 101 a ~ ~ c. ~
FF 82 4 ~ ~ / , o ~ • ' ~ FFE• 95.40 / / h ~ = ~ N - -1854 Block 4835 lot 013
I He ® / / 6• ~ ~h (3UlLUING CHART ~ ~ ~ ` : 4 w z ~ u ~ ~ ~~y^ s
~ FFE; 836.40 \ 6~ fp~6 BUILDING TYPE BUILDING DIMENSIONS N0. STORIES v ~ ~ }
ti~ R / / A ' 96' X 54' 3
~ / 8 ~ ~ ~ ~ / / B 104' X 54' 3 C 93' X 74' 2 U
j~ ~ is I D 97' X 76' 2 ~
1-~, / / / 8 A / E 106' X 80' 2 ,J
I BLDG. X25 / / ~ ~ 11 TYPE F F 9G' X 54' 3 . 1.17
l D, 1 s 2 % O
~ is 1.` ~ s I _ ~ N r+
N ~ ~ ~ i --~a_____.- ~ E; 803.40 ~ PARKING INFORMATION Q ~
I le ~ ~ 0 "s / i~. , w~u. is / U~~ n
N 13 / / I MUlll-FAMILY O (J) N ~ ~
1~ / ~ 1 1-BR = 1.50 SPACES PER UNIT: 72 UNITS tOB SPACES ~ ~ (~J ~ 2-BR = 1.75 SPACES PER UNIT; 120 UNITS 210 SPACES (f~
g 15 / / 3-BR = 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES d Q ~ ~ .-~I
l ,s ~ ~ eLDC. X24 TOTAL: 224 UNITS 382 SPACES CLUBHOUSE: ~ ~ ~ ~
BLDG. p18 cn TYPE F 1 SPACE PER 200 SF: 3,300f SF 17 SPACES ~ ~ ~ c'i
I TYPE E BLDG, x!23 POOL: 1 SPACE PER 100 SF: 1,2001 SF 12 SPACES a Z ~ ~
j ~8 TYPE D INFiI ATIO A N #4 ~s- FFE: 8 3. 90 TENNIS COURT; W ~ 0
is 4 SPACES PER COURT 1 COURT 4 SPACES ,G TOTAL OFF STREET PARKING REQUIRED: 415 SPACES Uj +T+
TOTAL OFF STREET PARKING SHOWN: 416 SPACES ~ Z
~ ~ FFE; 8 0.4 _ - FFE: 839.40 0 (INCLUDING 12 HANDICAP SPACES) ~ In w
15 11 9' i 0 ~
7 ~ ib I ~ / I O
~ I BUILDING SUMMARY H
I I ~ ~ BIOG TYPE ~ BUILDINGS UNITS/BLDG TOTAL UNITS W ~
's. y ~ • ~ ,a ~ ~ s I I , ~ ~ A 3 12 36
I '9 ~ ~ l~ a ~ , B 1 12 12
~ , " ~w _ _ ~ W_ i A Q 4 O ~ C 8 8 64
I 6 ~ ~ BLDG. X22 J ~ ~ -Q""" TYPE D N c' ~ ~ c' ~ ~ ~ D 7 8 56
4 ~ O 12 ~ I BLDG. #19 1 J Q Q. m ~ E 4 8 32
iT 073 I ~ TYPE C ~ p' Q N O Q" ? ~ F 3 12 36 ~ }
~~'AF'E~~ WEl_~t~ HC i ~ 1 0 ~ ~ , ~ In ~ le I O I ~ W
RK DR. u~ 1 ~ W ~ W ~ ~ TOTAL 26 N/A 236 ~ Z ~ o ~ a =
- 0 i~~ , s s• , 14 SP h / FFE: 8 , 40 ~ ~ I l ~ 7106 I ~ , N C I ~ ~ R 9 ~ S it ~ ~ . 2s 3 co ~ s` , a ~ ~ TOTAL LINEAR FEET OF PUBLIC STREET = 4,070f LF ~ ~ o ~ ~ I3
FFE: 8 11 N- g ~ I ~rrZ ~ I 39.40 rn ~ ~ ~ ~ V TOTAL LINEAR FEET OF PRIVATE STREET = 2721 LF ~ ~ ~ ~ :g ~
i I ~ t~ ~ ~ ~ w pRIATE) ~ ~ ~ ~ c~ 4 ~ DANE( ~ v ~ ~ Z ~ I b~~# 8a fi~ ~ J
LEN - I ~ ~ r 1 ~r SEND G ~ ~ ~ T T 0 7 4 TOiAN 4 9' , ~ N z O C: ~ rJ T ~ ~ ~ <s~~.~~~N w ~
wu.~ , a . ~ W 0 ~ I r t 5 ,~-~--r'"..-.- t 1 r- Q ~ ~ J ~ ~ ~cl r
f~A~ N I S & E WEAL ~ ~ a o ~ v ^ t~') 1 ~ (n J r ; ~r CONTRACTOR NOTES: ~I ° z
RK DR, I o I - ~ ~ _ L~ Y ~ J ? NOTE: ALL DIMENSIONS ANO RADII ARE TO OUTSIDE FACE OF BUILDING OR TO ~ ~ ° ~ z
N C ~ 7106 9 w~u ~,o BLDG. 21 m ® ~ Q ~ ` FACE OF CURB, OR TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN 0 0. ~ ~ 3 ~ N ~ POSTS, ETC„ UNLESS OTHERWISE NOTED. 0 I Q W ~ ~ ~
I - - _ _ TYPE D = ~ i.
~ ~ BLDG. X20 a ~ CONTRACTOR T0. ~ O Z U ~ ~ ~ o ~ ~
~ \ \ TYPE c FFE: 830.40 } c~ \ ~ o ~ Q ~ 1. VISIT SITE ANO BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY Z 3 13 z ~ d h ~ PROBLEMS OR QISCREPANCIES WITH SITE OR PROJECT PRIOR TO F•"~ Q ~ ~ ~ s ~
J ~ w~u. ~ i CONSTRUCTION. l 0
~ FFE: 836.40 ~ ~ v is I i 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A y ~ ~ Z ~ HIGH LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION. /-1 J ~
~ \ ~ \ HC z 3. CHECK ALL "VERIFY DIMENSIONS NOTED ON PLANS. REPORT ANY F---i Q ~
I~ ~ - \ DISCREPANCIES TO THE ENgNEER IN WRITING PRIOR TO ANY FURTHER Q ~ CONSTRUCTION.
_ _ _ - I ~ ~ 4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUC110N RELATED TO ~ Z 8
\ i ^ / ~ -u , v v , / REQUIREQ FEDERAL, STATE OR LOCAL CERIIFICATlONS INCLUDING BUT NOT 0 ~ ~ t ~ ~
Q I LIMITED TO PROOFROIL AND ASPHALT PLACEMENT, PROVIDE 24 HOUR ~ p„ ~ a NOTICE TO ENGINEER FOR REQUIRED CONSTRUCTION OBSERVATION RElATEO Z U v n
~O r~~ \ , TO CERTIFICATION OF ROADWAY, WATER SYSTEM, PAVEMENT, ETC. O ~ Z ~ Z ~
V A \ ~ F- ~`l . ~ Z ~ A . ~ • ZgcD I \ 5, KEEP ALl PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, Q ~ ~ ; ~ ~ ~ CONSTRUCTION MATERIALS, ETC., CONTRACTOR SHALL BE RESPONSIBLE
q I I Ng . \ \ ~ FOR DAMAGING EXISTING PLANTINGS TO REMAIN, p ~ W ~ u
o ~ 6, THE CONTRACTOR 15 RESPONSIBLE FOR LOCATING AND AVOIDING ALL ~ 0 3i a ° ~ UNDERGROUND UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT.
~ N s THOSE SHOWN ARE BASED ON THE SURVEY PROVIDED ANO MAY NOT BE ,~1aN MUST
Cr t` Z 6 5 T \ \eqC , ~ ~ ~ ~ I 4~ p \k ALL INCLUSIVE. CONTACT UTILITY LOCATION SERVICE OR OTHER JG ~ ~ jy p-`'N,r APPROPRIATE UTILITY LOCATION SERVICE FOR U1ILITY IDENTIFlCAl10N PRIOR ~Q~' il Ro
~v ~ E i I ~ s ' 94 ~ i e\ ~ - ~FF\ \ - I TO ANY WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO ~ a0 7f
~ ~ (T ~ F o or R ~ REMAIN-TYPICAL CONTACT ALL U11UTY COMPANIES TO INSURE THE ~ o ~ UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION V i ~
J ~ qC S \ z o ~ ~ ~ ANO/OR SITE WORK. ~ 0 0 ~
~ DO W ~ \ • cU ~ O Z - I 7. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER D
Cv O 1 ~ ~ ~ v v CONNECTION OF PROPOSED UTILITIES. t? 8. SEE GRADING PLAN FOR PROPOSED GRADES AND EROSION CONTROL. ~ ~y
~ ~ a~ ~ \ ~ co n r` W , \ I 9. USE THE ARCHITECT'S DRAWINGS FpR BUILDING DIMENSIONS.
~~Q;ZN ~ NZ~Q / o ~ \ \ . ~ ~o o ~ J 10. USE CITY OF WINSTON-SALEM STANDARD CONSTRUCTION DETAILS FOR AU. SITE WORK ITEMS.
~ ~ ~ o ~ o n, ~ ~ ~ Q ~ BEFORE 1"OU DIG!
~S t ~ ~ 0 ~ \ ~ ~ Z 0 ~0 ~ ~
~1 v Q ~O ~ OS' NOTE: INSTALL 4" DRAIN PIPES UNDER SIDEWAUC WHERE NECESSARY CONTACT ONE-CALL CENTF,R TO PERMIT PROPER DRAINAGE IN PARTICULAR NEXT TO BUIl01NG 1-800fi32-1949
Z O Z co / ~ Qj 0 , - ~ C..~ ~~ZV?~O ~ W~ ~ ~N WHERE SIDEWALK MAY TRAP WATER.
~ O r. Z ~ / O > ~,I m c\r r\ ~ b ~ I O U I 4
~ ~ ~ ~ 0 • N I- W 0•s , S .J ~ Q' ~ I o Q I U I 0~ ,`~83 , T • ~~a`~~~~H CARpj~''%~
i 0,~0 rnOz ~ ~I- wz X80 Q- Q 0 ~ 0 ~ IrnJw~z ~O v ~ ~ ~S O ~SSI"' tiq
i 0 ~ ~ c, Q rn ~ F~ SITE KEY NOTES: ~~F °"9~: SEAL ~
i,~ ~ Q I I ~UU-~ N U 7 0 I Q I ~~n-WOE-Y w I ??\9.2-S) to CONSTRUCT 2'-O" SPILLING CURB ANO GUTTER, SEE DETAIL THIS SHEET ` 024442 a
<J,~. ~ o m ~ z B „4 / ~ ~ NUmw - ~ QQ ~~Om U 34 ,(Tp to CONSTRUCT 2'-O" CATCHING CURB ANO GUTTER, SEE DETAIL THIS SHEET •FN~I~y~,~~i~'ti; `
~i I r OO~WWZ~IO~JQ Q ANT rqC tC CONSTRUCT 2'-0" VALLEY CURB ANp GUTTER, SEE DETAIL THIS SHEET '.,tigF~ „e'W~~~o``,
,n ~ I~ mZ ~ J J~ ~ 0~ Q - ~ I CONSTRUCT 5' CONCRETE WALK, PER OEfAIL SHEET ~'+~?+unn+`'~
J Z ~Y~O~W WOI/I ~U ~~Q I U w O Y Q 00 ~I O ~ InI CONSTRUCT 4' CONCRETE WALK, PER QETAIL SHEET
~ ZO~~rn~ UZZ ~ CO IJ- I 03 INSTALL H.C. SIGN, PER DETAIL SHEET # DATE ISSUED FOR
~ I _JQQr'~Q OzQ~ ~ Q ~ X00-~Ur~O JO in rn~~WIZ 0 CONSTRUCT CONCRETE DUMPS'TER PAD, PER OWNER'S INSTRUCTIONS
m~ c~~,Q~~O n Q TRANSITION FROM ASPHALT TO CONCRETE, PER DETAIL SHEET
U ~ (l1 0 0 INSTAL HANDICAP RAMP ,PER DETAIL SHEET
HEAVY DUTY ASPHALT PAVEMENT, PER DETAIL SHEET
Q LIGHT QUTY ASPHALT PAVEMENT, PER DETAIL SHEET
Q CONSTRUCT OUMPSTER ENCLOSURE, PER OWNER'S INSTRUC110NS
1o CONCRETE PAVEMENT, PER DETAIL SHEET
t1 PAINT 4" WIDE STRIPE, WHITE
12 PAINT 4` WIDE STRIPES ®45' 2'-0" o.c. PROJECT N0. E-1014
13 STAMPEQ ASPHALT CROSSING
r, DATE: 07.08.?008
U STAMPEU GUNCRETE CRU55ING
15 RETAINING WALLS, TO BE DESIGNED BY OTHERS SCALE: 1"=40'
to CURB CUT do RIP-RAP AS REQUIRED
t7 CURB FLUME do RIP-RAP AS REQUIRED DWG. 8Y: BSD
CHK. BY: MBW
GRAPHIC SCALE _
40 0 0 40 80 C3
SITE PLAN
1 inch = 40 ft. (2 OF-2 )

T EROSION CONTROL MAINTENANCE PLAN: _ CQN~TRUC ION SEQUEN~ PHASE ONE. _..,..~.,_-.__.,w._._~_.,,_._.~.._.-.,_,~,._.._ ~
1. INSPECT ALL SEDIMENTATION ANU EROSION CONTROL DEVICES FOR STABILITY AND ! IE~IFORARY SEDIMENT TRAP w/ SKIMMER ~i (EME'ORARY SEDIMENT TkAP ~2 i 1T EMPORARY SEDIMENT i(tAP p13 1, OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CITY SEE DETNL SHEET SEE DETAIL SHEET SEE DETAIL SHEET I Ji TitAP p13 TEMPORARY SEDIMENT TRAP #4 TEMPORARY SEDIMENT TRAP ~5 ; ' IEET ~ SEE DETAIL SHEET SEE DETAIL SHEET ' ~ ~
OF WINSTON-SALEM INSPECTIONS, FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. r DIMEr NSIONS: DIMENSIONS: I
2, CONTACT EROSION CONTROL INSPECTOR, TO ESTABLISH A PRECONSTRUCTION 2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME DIMENSIONS: DIMENSIONS: DIMENSIONS: ter ~ ~ tt r~T`,~ sir ~r~ u~ CONFERENCE ANO AN INSPECTION SCHEDULE. HAS REACHED 50~ OF CAPACITY. ;I _ 14'~Ii~F; iSFf 1~ 9Kh1 SAE ISFi ~ _ = ~ = _
iRl11G~E S68Ff A y'iUMPTION I J~l{fIGSDE JJ4ff h>:.UMPTIOf!>. I~~;, 2BFE A~'_ilMf'TN1N'~,. 3, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE ~ - - _ - ~8~49L~lE. T fT atffln[Nl r,~."?i5u ~ ~ih~fll,~ SH ;~.>E~f'?'~tHi w~ ~I1~99L~o B r:~ffinEH(la ~w~ .UMr~TI~)NS;. ~ I~~ 10D a ,!IMFT_I~~PI~_:_ T~ 152 F1 ASSUL4PTI~jGI~. f n ~ ~ rliriEH~ 11 r. v~ ' ~2IIDL.~1~ I Ff ~ rrln~lu 'i rtso ~..~L~ I R nn Fruuw ~ r o s2 ,r , y ~
MEASURES AS FOLLOWS. WHEN DEPTH EXCEEDS APPROXIMATELY 0.5 REPAIR AND REPLACE SILT FENCE AS fA Qom, 5~ H INl[~±:,iir~ sF~iNM~ ~~~~Ff '~?[a~~n~ 5~11NiHa ~1~ 14Fi IN~(N~\g: S~,~iIN/~F N~i'Y jlj: ~?f11N~IF ~I I6 F1 IiI~NdIY~11~S1?~I @I(Ei6 ~~~I~fT INIEN`.dfY'I SP111NiMR ~ ~ ~ ~ r
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT BOW 9KA1 S~ 1 fi ppEp ~ d~?I p~; i ~P 1 ~ 11E 1S F1 NECESSARY. Tf ~ 1R 3.S ET a~~a ?l a(rT; ~ of"(p a ii'6 arF[; ~ as ~r ~ ~ as Fr ~i ~ _ ~ i~lb i,r>;[; ^ ~~~1. (.i<< prat; ~ ~F[ll I i~~ AST . 1~.
8. TEMPORARY SEDIMENT TRAP 4. SEED AND STABLIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER ~ tpiC 5~ ~8R 1H; 6 Ff 4 (f / I C. TEMPORARY DIVERSION BERMS AND TEMPORARY SILT FENCE CONSTRUCTION, INCLUDING "CLEAN" WATER DIVERSION BERMS, RE-GRADE REPAIR ~~dSfi rl,~.~,f,. !i<~i1" : i,n~~l~~~~?I!iN _ ' 4,1~ i R ~ I fl ~ , , <; - - , ~ r~ li 1111i11~ il~,~-II-,4i(ill~r ~ ~ i Z
T I I BERMS AS RE UIREO. ~1~150 lErn+rn~p~ Sgt rr; lli~'I°ma ~i~i, r?S I~Ii D. S ORM DRA NAGE AS INDICATED PER TH S PLAN Q i ~ ~ l _l _ 1. ~ ~I fli~T1 li'I'~I Qtil f , ~nl~ (f'I'~I S1~ Ii` _ i ~
SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS ANO DIVERSION 5, CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF ~Z ~ ~ lh+ar~ ~hla Tn?hlr~ :I~:~~ ~ x ,,.I~l ~l 1 '.11~afE AtiTa f~(Ql!REII 0?><1 a?X'C, re ~X1117'S ~ INSP TIN IN A i. ~~I Il A I~~.dJ~~b ~i ~ V~IpUI grlitl'Ef r!n;;Vi I~~ ~ NJL'luI p aFG'ip S1hf~1f?",1 I ~ 0?Jl'1 ~ ~'11k1 iii AFfh I~ii~IIF(Il Qfil di;Hl; r~ rii71 ~1uf~f1 ~'lA F6~iIb10 V~~ ~C6f, I]<i )i~Uh1;l ~ ~ d `
BERMS (INCLUDING "CLEAN WATER DIVERSION) UPON COMPLETION OF EC 0 S CCORDANCE WITH THE PROVISIONS OF THE GENERAL NPOES - I _ CONSTRUCTION, STORMWAIER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. fl'~wt' I'"~ I11,? .l 'a~>f~l~~ I+i~r~!a~l~ ?;~~!I F~~~>~~ ~~1~r~~rT>rFfru~H~ vo?llp' i:~os?1 'H~UIU~ 6ffp'if(D "~hiKill''1 11~1~( liidl!F(D E~1ip)lKlll"1 ~I ~ ~ ~ ~ - _ Ail~l dhl ~IfaIII~G lilbd(liX '~!i'~[1 16fli1 Jrl hhlIIPIO 111Ff1(~ Ii)Sfl ~I ~ r I ~ GI/
~~Iplrclafaa6rl~lu,?q ~illa~,?;I l,drn,lr;'~ 7 I disl~cl.ah~E~ll,~l'lh:`,~„~,'.l d1n~~;l~Nhli?(r~DIU, .141~~1:d 4. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH Vrluut_hYUpREU~ s~r1r~ rl'1 I aq;IMI~IL~l1!~~I~Ii 14)li)~J uII~ilN~i~iI~IVIDkp '11'~1(11'~I ~ ~ "v„~: ~ - ~ ~ ~ ,
MAINTENANCE PLAN ON THIS SHEET. INSTALL ADDITIONAL EROSION CONTROL - ~ vr~i~ul r~mluo ql~~`,;a ~rl @~ilut_fR11m~[U: h~34f,~11"J _ SIViFI 1[!E F[~IIFE~ 1516f1 i;~0~1 IT _ . , i ~ _ VIT11lIlPR~INfN~;;lh,~7 if i - N,LUI,ltfhiNO[p,181§(hlfl"] ~ ~ ~ ~0 = _ _ _
MEASURES AS REQUIRED. ~ I ;gRfA~1_N'EA FROH~!U~ )~a16(p:d • ~y ~ ~ ~ a,, ~ ~
5, RESEED/ STABLIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES HAVE V(IUBE F'FYiNUEU l>a~FiNI fl"] Y J
BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED OVER - - _ DISTURBED AREAS WHICH MAY NOT 8E AT FINAL GRADE BUT WHICH WILL BE LEFT ~ , , TEMPORARY SEDIMENT TRAP w/ SKIMMER ~6 ~ ~ t~a.~.. ~ - ~ i v
UNDISTURBED FOR AT LEAST 15 DAYS, ~ ~ 1 ~ I SEE DETNL SHEET 1 ~ ~ ~ i - - - ~ ~ , I CITY OF '
/ I / ~ ~ I V - 0 ~ IMNIN: ~ I D ESOS i 6. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER I ~ PER Pla? _ - c~j
HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN ~ I ~ , a , ' ~ \ a I \ ~ I PERRiVI A;'~Uh4PTiQN=,;. \ 'i, \ I I STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION I I ~ \ - - - F prC ~ ~ V : ' ?h'Y ~ $',;Fi _ [ ] WINS TUN-SALEM ~ , ~ ; ~ l _
I / T • PER plkl i l C~(fIQENT C~~ I AND APPROVAL BY INSPECTOR. ,s , ~ / ~ v ~ ~ ~ _ _
lFB.I,~G~ irr?[N`!lr I t~~lw F I ~ ~ _ - l I s ~ I I _ PER IUW a A~ , ~ ~ AFE..~ t~ ;(t; ~ -
~ ~ ~ ~ - ~ PEA PUN ~ / ~
~ Pay-. t ~ r as rr _ f~
~ 'J ~l ~
PI .,x.96 S ~ 1735 A ~,i i T _ ~ - --R3~-- ~ ~ E?L cr; 4r, 5 OT SOB CLCL L _LA IUN~~~ --~?.r - ~ / _ _ ~ _ ~ VICINITY MAP
flUw i;~ A . 1211 ?,FS - - - - ~ __1_.1 -~-3 _ ~ ~ ~ ~,l<" I _ i ~ ~ DErdNi~ DEN E. , ~ ~ _ - ~ ~ I` I F? T I-~i N, T.S.
E R I)n a, a s nll a s ,IE NETT 1~'~ ~ ! ~ < - V(~Ut1E F[pJREU: Ill,lQfq I1 1 \ ~ ~ ~ ag 1 R IHINH!'I~IC RD
I _ _ I., ` _ _~l / I _ \ f . : , I ` ~ ;t,,;: ~ ~ WIi~I ~TO SA EM, r SHI)RI `](E ~tglIFE0:1l91f? I;R O.~J fl - 105
. _ . _ ` / lAf RfSID dTIA' ,I1~fA(,EAF[AP~>at(up:Id75l.(a1T I z _ j 0 . C L I - _ t _ }y f) ~ UuE mile: 1f~T1 ~ f 13 / ~ ` ~ ~ SITE INFORMATION ~ ~
r l ~ ~ r ~ ~ _ ~ ~ ~ ~ I n
\ ~ _ o ~ _ _ _ . _ _ O - w _ f- ~ 1 , i 1 ~ ~ ~ • ~ ~ ~ ~ V ~ j~~ OFF-STREET PARKING (f) ~ ~ ~ ~ ~
- ~ _ - - - _ - ~ Q ` ~ / ~ ~ ~ ~ - R - RESIDENTIAL BLDG, MULIIFAMII lw~ / \ EXISTING ZONING, S 9 PROPOSED USE(S) ~ 1 n
- - ' o- / ~ ~ 1~1N 5°?F`$5-4507 _ i BLO~°+i 463_• ~ 0198 _ v ; ~ ~ ~ ~ ~ PROPOSED ZONING: RMB-S SEE CAICS BELOW w ~G / ~q PARKING CALCULATIONS: y, , ~ / TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES ~l ^f
I ~ ~ / r ~ ~ ~ - )uF -84~;~- ~v, ti V~~~~. ~ . I ~ ALIiJE f,?~~;HEATW%)U v ~ o 5-, FZ / ~ ~ MULTI-FAMILY RESIDENTIAL PARKING PROHOED: 435 SPACES ~ U ~ I~
~ - _ ~ ~ _ _ ~ I PIN 5~9 3_ C5~_. i ~ ~ ! i I ~ `tea _ _ ~ r ~y , , ~ ~ , ~ ~ a_'97 FUE31NWuIJD RD. ? \ \7 I % ' - ~ - - - _ ~ ~,1 ~y \ ~ w ~ I - ~ - _ ~ Leh a6ai ~Lt't~.01~ ~ - -
1 ~ - ~ 1 ~ - ~ / -J. i ~ _ ~ ~ ~ V ~ ~ WI SALEM~PI(, ~ ALINf_ M. ~HEATWI`S?JD r ~ 1 i vy_` 1~t ~ ` ~`ECf'_ ~ R^ ~ k ~ ~ ~ LQflII? ~E• ~f _ [ZE ~ ~,~,t~' - _ . 4897 ~R@[31 H~_,fjD ~ ~3~ ~ ~ SITE SIZE AND COVERAGE FF- TR T A IN C`1 / ~ ~ S EE LI ~ \ ~ REQUIRED NG UNL G SPACES; ~ ~ ~ ~ I
~ ~ ~ a~ 'I ~ rte---L `v'j- ~ ~ 8 ~ A ~ ~ \ ~ ,y - ~,y~, ~ i ~ V.a. ~ ~ ~ .h \ \ ~ ~ ~,9. STON->~U.EM, N~ ??~S~16-4~4~ , _ _ I ~ ~ v Ida ~ ~ `~3r~~ i' SITE COVERAGES: ~ ~ ~
_ ~J ~ _ _ ~ / \ ~ . ~ ~ ND ~~iLMAU~l~r11" r .-~1~~~1~,I Ila ,F . ~ _ - _ _ . _ ~ I A ~ i % ~ TOTAL ACREAGE, 28.161 ACRE(S) ~ ~ ~ ~ ~ ~ ~ BUILDING TO LAND 12.50 X LOADING/U INC S PROVIDED: y r^,
Irv 1 rj ii ~Ii~,11.,.g 1 !r ~ ~ PAVEMENT TO LAND11.3~._X ~ / ~ / OPEN SPACE 66.16 X -FT. X ~FT. ~ ~ ~ N',
l.., . f , ~ 1, ~ o{ _ ~ A, A ~ A ~ ~ PI~ S,.Q('- - u I I 1" ~ ~ R - ~ . ~ A ~E L. 1. ~ ~ ~y ~ V ~ ~ I f'P, 4f 41 _ ~ ~ 1 ~ ~ , w v ~ - ~ \ eL x I PI~ 5896-0;~ 7aF~~.1 ~ / ~ BUFFERYARDS , ~ZOL~" B(.pOP, 4rat ~;'~„i,T Q13 ~ ~ ~ TOTAL 100 X ADJOINING ZONING: RESIOENiIAL Q ~
L ~ ~ y - / P I ~r fi~.. . I~ 4. I ~ ? ~ V ~ ~ C ~ AUNT M ':NE ALINE M ~;NEli~^k?~jD ~ ~ . ~ TYPE REQUIRED: TYPE II r-+ .
r,~ , j ~ ~ ~ . ~ ~ v ~ ~ v ~ci ~ - _ - - ~ X397 ~oe~Nl- ~ ~ ~ _ i ~ ~ _ u ~ r ,n 1 ~ ~ ~ \ ~ i r IP T('I~- ,G 4897 FVOBIt`JHO~~D Rpm ~ ~ BUILDING SQUARE FOOTAGE: 153 12~$O.FT. WIDTH REQUIRED: 15 MINIMUM 1 ~ ~ WINST~jPT-r.~LEM, N~; ~~710 4243_ " BUILDING HEIGHT: 2 ~ 3 STORY FENCE OPT10N: YES~S_ ~ ~
~ l _ ~ ~ c v~ _ ~ , - ~~~.LAP•ID USE, ~~'GSIC~CPJTIA~ ` ~ ~ ~ w
~ ~ ~ ~ ~ _ ~ f_ I / ~ i 9T~EA - ~ ~ O v ~ 1, - ~ ~ \ 1" ~ ~ v ~ - - : ~ \ ~ DENSITY CALCULATIONS i'^ ~ ~ \ ~ ~ ~ ~ ~ INFRASTRUCTURE NUMBER OF UNITS~LOTS: 224 UNITS~LOTS ~ In
j I Tn~;~lr,ln' 'f.~L~l~_~ ~ I v: J , 15 B~IFFER v _ l v~ i ~ ~ l ~ ,"i. ~ ~ ~ i 1 A ~ ~ / \ . ~ WATER;~_PUBLIC PRIVATE DENSITY: T•95 UNITS~ACRE OR lOTS~ACRE ~ "r
~ ~ ~ F.t~. I w , ~ .F ` ~ [ } ~ ~ T SAM ~ - - ~ - f" r ~ , _ ~ l ~ I : ~ ~ 41 E / ~ . ~ _ - ~ ~ SEWER:~_PUBLIC PRIVATE U U~ - _ _ ~ PIN `8A6-Q,ri-,K46~~ - ~\8 ~ REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES BI.Oi,rl ~4I L 7~~i1 ~ ~ t STREETS: PUBLIC _X_PRIVAIE REC. AREA PROVDED: 164,000 5F 3.76 AC I,,,,, ~
~ ~ . y, , 11 ~ k r _ I - - BUFFER ~ ~ 'v ~ 1" ~ 1 ~ ~,t' I 1 I ~ I ~ ~ ~r~-_,_ 1 j 1 ,.-fiLl(dF M.-CNEhI+~:- ~ ~ PROPERiYINFORMATiON w
~ a,~9 ~ Rl1Plr`li~~N~~Rp, ~ A portion of PIN 5896-75-5393 Block 4638 Lot 101
i I ~ ~ i. •o' ~ e S v ~ - ~ ~ , t.. , \ - ~ - a ~1'$ WIN` T~ ~M ,t LE N~:~7~Ofi -424 ~ ~ 1,AP1f1 U>L.~~FE ~Il~ TIAI. % ~ ~ ~ PIN 5896-84-1854 Block 4635 Lot 013
. _ ~ ~ rl ~ ~ p ~r. s '+'I M r 11A?( LUTI?lil, E~~II;I~ ,.I~ ~ o~" A d" v~ - ~ ~ ~3U[LDING CHART
_ pp 0?'I, anal 'lur a"P BUILDING TYPE BUILDING DIMENSIONS N0. STORIES
q - ,r:~ ' ~ l I,' ~ ~ ~ - _ ~ ~ ~ ~ - _ 1 ~ r . _ ~.r ~ - , IARR~r CIAwS0i1~ A 96' X 54' 3 T~ ~~.f ~ ~ -H13~ LISA DAWSUN-
~I _ _ ~ ~ _ _ \ ~ ` \ i r - _ a87z RI~PiNFNJn~ en ~ 8 104' X 54' 3 ~
1 1 ( ~ ~k/uu(~~~ •'h ~ - hr GSA I`v ~ 1 7~ ~ _ ~ _1A!1~ 4 I \ ' ~ T~ . ~ ~ I l "~Y ~ _ ~ ~ ~ WINS~C~,J ',AL~+ N~;; ,_71Gt, C 93' X 74' 2 w
~ „h', n°"'z.+'~ n~,aT" -P~~~~, r,r......--mot',: ~ \ _ ~ ~ _ _ ~ v i ~ ~ ~ ~ ns~~.~ ~ ~LANU L~~. P,EID'EhTTIA~ D 9T X 76' 2 ~ ~ o ti ~ ~ E 106' X 80' 2 r`_' Z M _ ~ ~ z
. ~ R ~:1 I , ~ ~"i " ~r,. 1 Y.~ ~ - / N
~ i ~ / ~ si_1.4 - '`"'pr.,,,y +l'~ ~ I`.RE(:Y ~ ~~T ~V A 18 ~ ~ ~ ~ - F~w'J / ~ ~ F 96' X 54' 3 Q ~ J ~ ~ ~ 0 0~~, ~ tv
J ~ ~ ~ _ ~ ~ 1 ~ A ~ A \ 1 1 ~ ( - ~ _ _
r _ , ~ ~ ~ PARKING INFORMATION ~ ~
~ ~ Q ~
g a i ; , ~ - _ o v ~ J I EA~ ~ ~
/ 1~ _ ~~"f~ ~ ; ~ - _ ~ MULTI-FAMILY • 0 ~ ~ 1-BR = 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ ~ ~ ~ M W
I I ~ / ...y~ ~~,r.q iii A. A ~S ` ~ ~ r ~ ~ ~ r \ ~ f I \ ~ ~ ~ ~ 2-BR = 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES J . " 3-BR = 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES ~ ~ d 0 ~ Q ~a ~
} - - - ~ ~ ~ _ TOTAL: 224 UNITS 382 SPACES 0'~ ~ ~ ~ ~
~ 'riar.. . v ~ti' •~A v ~ ~ ~ a i ~ , f / ~ ; - A ~ ~ , 'lam,. `4 ~ ~ \ ~'j~ ~ ~ _ ~ ~ ~ ' V ~ - ~ ~ I ~ CLUBHOUSE, Q N Q 0° ~ w ~~,'3. ,y, ~ ~ ~ ~ ~ 1 SPACE PER 200 SF: 3,3001 SF 17 SPACES I Z 0 ~ ~ ~ c o ~ ~
~ _ ~ ' ~ ~`a I ~ ~ f' ~ ~ ~C'~ \ POOL: ~ Z ~ I ~ ~ ~ m 5
/ ~ \ ~ ~~~1.~'; ~ ~ ~ 1 SPACE PER 100 SF: 1,200 SF 12 SPACES O] 0 ~ a ~ ~R a~ N ~~r~) ~ A` TENNIS COURT: C""~ 0 I- ~
~ ~ 4 SPACES PER COURT 1 COURT 4 SPACES ~ ~ 0 ~
f .ACS ~ r~. A ~ V ~ \ v A~ ~ ~ fir' ~ .1 / / i r R' l i ~ \ \ ~ \ \ ~ .riq ~ \ \ \ \ ~ ~ \ - ' " ~ ~ ~ ; ~ e TOTAL OFF STREET PARKING REQUIRED: 415 SPACES ~ Z ~
~ I ~ ~ TOTAL OFF STREET PARKING SHOWN: 416 SPACES ~ J v - i / r~i 1 \ ~ ~¢j / ~ (INCLUDING 12 HANDICAP SPACES) O N ~
,~1, ,,1 ~ ~ '~''A' ~ ~ -TST ~5 ~ ~ ~ ~ ~ , , i ~ z
;o-, I ~ ~ F f \ ~ O h / - o 1 ~ ~ - BUILDING SUMMARY ~ ~ ^ a
\ , t~ \ ~ ~ m1 ~ ~ ~ V ~ Q_ , \
a 1 --~t.} ~ ~ \ ~ ~ ~ I / 1~ I ~ - ~ ~ ~ ~ ~r~ ( ~ ~ ~ ~ ~ BLDG TYPE # BUILDINGS UNITS~BLDG TOTAL UNITS p ~ Z C ~ z . i' / - _ ,1 1 I 1 ~ / ,1( I / ~ A 3 12 36 Q ~ 3 ~ i~,~ ~ ~ ~
. t~ ~ ~ ~ _ 1 x 1 t: y
- I \ ~ ~ \ - 1 ~ ~ r~ f~-~ ~ ° ~ ~ ~ , r,~ ` %r )G ~ ~V C 8 B 64 ~ z a ~i c~ ~ ~
_ y~, _ _ _ _ v \ v r,. 3 ~i ~ i;~;-~
a .z `„n„fi 1 ~ > ~ ~ t4 ~ ~ D 7 8 56 ~US T
{ ~p " ~ = •z, ~ ~ ~ ~ x"$'01" ' .
~ v ~ Cuw~tr i ,h ~ ~ ~ ~ ~ 1• F 3 12 36 ~~j J~~ R~~~.~~ ~ ^ , ~ ~ ~ & 1 ~ TOTAL 26 N/A 236 ~ ~ ° O
- _ \ \ ~ \ ~ ~ OVAL r54." RCP l ~ ~ ~ ) i i. i - _ ~ ~ ~ \ V A ~ i~ ~
~ _ v zx - A ~ k> A i, J / ~ - - \ ~ V ~ , A J \ ~ ~ ~'J' , ~ ~ - 7, ~ ~ / TOTAL LINEAR FEET OF PUBLIC STREET = 4,0701 LF ~ 2
Ir~ ~ ~ ~ v , 1 1 ~ ~ ~ \ ~ ~ ~ ~N ~ ~ TOTAL LINEAR FEET OF PRIVATE STREET = 272E LF Q o y rn
_ ~ 1 ~ 1 ~ , I - ~ . v . owa. srReAM , ~ „ ~ ~ I. I I , ~ ~ J, L n~ ~ r, i I V ~ a 770.83 - 770.65.. ~ V ,i--- ~ `N
_ - ~ ~ ~ I ,Y, ~ 1 r r ~T' i ~ I1 \ I I 1i~
_ I 1 - ~
. j ,
n - _ , I l ~ l ~ 1 ~ ~ I ~ - \ ~ I ~ ~ ~ , i 1~~~ ~ ~y ~o I ~ 1 1.,. q~. I ~ ~ _ / ~ ~ ~ ~ ' ~!i; EROSION CONTROL LEGEND ~F,FOK~': ~~o~l
'z; i ~ ~ 7:~
_ 1 ~ ~ ~ . , ~ _ ~ ~ ~ ~ ~ ~ / CLEARING LIMITS PHASE ONE ~ ~ F~"'~" I-RIIO-G32-~39a9 /
~ ~ , ~~i ll~~ , , , ~I ~ ~ P I r I , ~ / c ~ 1 ~ ~ - - ~ .u i t ~I l,, f A ~ ~ \ . ~ ~ ~ „inun I A ' CLEARING LIMITS PHASE TWO CARP ~
~ - ~ ~ ~ l.t, e. 1 I ~ ~ ~ - - ~ / ~ ~ B F - ~ 1 ~ ~ / - i I ~ I, , rts 1 ~ ~ i
~ l ~ ~ / l ~ ~ - i / / / % ~ ~ ~ ~ 1 v ~ ~ ~ ~ ~t i a ~ ~ ~ CLEARING LIMITS PHASE THREE ';,~F Nq'...
i I ~ ; - ~ N 1~ , ~ , _ - ~ I t , l ~ ~ ~ , ~ I ~ A 1 I i~ v i ~ ~ ' ;~~s. _ ~ ~ (DISTURBED AREA) ~ SEAL ~
I A 1 / ~ ' ~ ~ ~ 1 ~ ~ - - ~ ~ i ~ 11 , / ~ =f~~~~ AREA TO REMAIN UNDISTURBED 024442
I ~ i., / / 8 0 l / / ` ~ - ~ ~ ~ ~ ~ i ~ I 15T, ~ ~ ~ ~ ~ / ~•,~NG I NE~;~' p~
~ ~ ~ f. I, a: -81 a- , ~ i _ u.c~ ~ . i ~ ~ , I ~ _1 _ ~ ORANGE CONSTRUCTION FENCE X x h ' .~c
~ ~ / i ~ ~ r~ ~ ~ ~ i ` ~ 1. ~ ~ / \ ~ ee~r•~-~~ " ~ _ ` ~~,~,a.r 7 AND TREE PROTECTION FENCE ~n,,,,,,,,,~~
i ~ N: ~ _ , ~ ~ ~ ~I ~ ~1 ~ ~ ~ ~ i F
A . f ~ ~ ~ ~ EARTH BERM # DATE ISSUED FOR
~ /
~ , ~n / j va' ~ _ _ / ~ M I ~ . ~ ~ I j'~-~ / l ~ ~ ~ ~ _ SILT FENCE g g
- - ~ ~ 1 +a ~ , l ~I ROCK OUTLET PROTECTION r '
, ~ ~ ~ 4s~ r 1~ ~ _ i 1' ~ .d \ i i o, ~ _ - Ate, ,e~: ~ ~ , r`~ ~ ~ ~ ~ ~ ~ /
4~ i 1 r
45 _ i / / ~ / ROCK INLET PROTECTION . ,
r ~
1~ 1 ~ l ~ 1 - _ , ,I l , I ~ `"l_ - ~ _ ~ TSi~D ~ / ~ I - A ' 1 7.08.08 (AiD~iG ~ E~190M CUiIRq IiPPR0411
/ ~ 1 ~ , ~ - ~ r ~ . I ~ l / ~ ~ _ / ~ _ ~ , / / ~ r ir~,uiiiirr~ i,~'~ / ~ CONSTRUCTION ENTRANCE ~ PROJECT N0. E-1014 ~ ~ u~ i~iini~niirii 1 r~
I 1 ~ I J ~ ~ ~ ~ , ? ? ~ I I .e" I / I ~ i _ ~ i ~ _ / l ~ / / ~ DATE: 07.08.2008
1 I ~ ~ v ~ i ~ ~ , II ~ I ~ ~ . ( I,
a I 1 ~ 1"=50' LIMITS OF WETLAND AREAS SCALE
r' I r DWG. BY: DF
00
46 , SKIMMER ARM IN TEMP, p_- CHK. BY: MBW
TST #11 SEDIMENT TRAPS C-6
I ED T #9 i 1 GRAPHIC SCALE 1100 GRADING & EROSION
Oro i it !
f . r, ro. I I ; . .R'v.. . ~ . , W1p~9r7YA~EN1RAM1h, z b.. MATCHLINE MATCHLINE CONTROL PLAN(] of 4)
NOTTINGHAM PLACE SHE T C-6A NOTTINGHAM P ACE SHEET -6A 1 inch 50 ft.

CONSTRUCTION SEQUENCE PHASE ONE: EROSION CONTROL MAINTENANCE PLAN: STORM pRAINAGE ~M DRAINAGE DATA SHEET ~ -.~~~~~~~~~-~~G~ -
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL OEVICE5 FOR 5TABILITY AND - - 1, OBTAIN GRADING/Efi0510N CONTROL PERMI~f AND FLAN APPROVAL FROM THE CI~iY STRUCTURE L'tNGIH INVERT INVERT 511E SUH TOTAL UU T01"AL Run C -fC I FLOW PIPE SLOPE Up -
OF WINSTON-SALEM INSPECTIONS. FUNCTION EACH WEEK ANO FOLLOWING EACH RAINFALL EVENT. & PIPE DOWN UP & AREA AREA 2. CONTACT EROSION CONTROL INSPECTOR, TO ESTABLISH A PRECONSTRUCTION 2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME RIM ELEV. LF MATERIAL AC AC ZEA AREA C (MIN) (IN/HR) (CFS) SIZE V
CONFERENCE AND AN INSPECTION SCHEDULE. HAS REACHED 507 OF CAPACITY. TMH-4 1 1 - 7 1 7 6 P 3,76 x.00 3,76 0.00 0.85 11.40 .5.60 10.99 18 i.01 6.82 ~ = '
AR i ON Y A N ARY TO IN TA R I N NTRO 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE S 00 80 , 5 STP 400 24.70 89 0 89 2 18 RC 0.00 3, CLE S TE L S ECESS S LL E OS 0 CO L I~ iY, J 7 .J 'J x.00 3,76 0.00 0.85 10.80 5.70 10.99 18 9.87 6.56 I~ ''r ~
MEASURES AS FOLLOWS. WHEN DEPTH EXCEEDS APPROXIMATELY 0.5' REPAIR AND REPLACE SILT FENCE AS - STP-401 208.00 789.46 810.00 0.00 3,76 x.00 3.76 0.50 0.85 10.00 5.80 10,99 18 4.63 9.80 ~ = f
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT NECESSARY. STMH-400 801.15 STP-402 298.30 815.20 829.00 18 RCP 0.00 3.76 B. TEMPORARY SEDIMENT TRAP 4. SEED AND STABLIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER , - - . _ ~ -
C. TEMPORARY DIVERSION BERMS ANO TEMPORARY SILT FENCE CONSTRUCTION, INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR ~ o = .
D. STORM DRAINAGE AS INDICATED PER THIS PLAN BERMS AS REQUIRED. ~ - ~ ~ i ~ } a. ~ ~ - ~
SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND DIVERSION 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF - , INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES TEMPORARY SEDIMENT TRAP (~7 TEMPORARY SEDIMENT TRAP ~JS ~ r
BERMS (INCLUDING "CLEAN" WATER DIVERSION) UPON COMPLETION OF SEE DETAIL SHEET SEE DETAIL SHEET ST RMWA R I HAR P RMIT F R N I 0 TE DSC GE E 0 CO STRUCTON ACTIVITIES. CONSTRUCTION. u O
IM IN' IMNI 4, MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH i 1 • 28fi 1 i ~ 29FT i,i~ lMNIi.~ l~i~l r~~~ ! r
MAINTENANCE PLAN ON THIS SHEET, INSTALL ADDITIONAL EROSION CONTROL i~¢~ ~6R A j;uMPTInN_ I~~. Seff A_~UM4'T~ON;~,_ -y a ; J , ~
MEASURES AS REQUIRED. i~11Ff rr~FrI~iENJ C DYE ~ISD Cl~frI~~ENi11 ~Ivl - - / ~ J r Y~ ' v. ,
5, RESEED/ STABLIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES HAVE IJFf INI[M:JIY I . SaIU INMF NR IN][NVlr~ll yqq IN~F rn - I(~Ff, dil41Iti nMir;; , / , , ~ J
BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED OVER ~~D aFE;~(Pl 4?1 A~E':~ ~dSH a~(a(~~..li~ ark; DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT 4 D } Fi ~ ~l AN! ICJ J I)(> ~ v c J
CA~~ULATIOfJS_ CNL~.,ii~ATirihJ=: UNDISTURBED FOR AT LEAST 15 DAYS. - - - - -
NTIN T MAINTAIN R I N NTRO MEA URES UNTIL VEGETATIVE COVER fLr~N[(~r~ ?.~Y rt; fLra,pri,a~ in rr; I 6. CO UE 0 E OS O CO L S ~~pkfarE a~[a ~[r~Jl~[D: OQ1 ArFt; ~ 1915;7 '~~r:~:f ~~tA FE~7!!r{p: Uol ~~E; ~;r I~il ~I<J I WINSrON-SALEM
HAS BEEN ESTABLISHED OVER AlL DISTURBED AREAS ANO SITE HAS BEEN - - - STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION Hxuu[ ~!T(Irf~~ ~a5?fh1(I"1 101N[ rt~~I~1D I,W~,,Tjfl"I -
`NORI`J!;~4~(g!~E~_20~4f1iT2?)6f1 u'1~1`.iii_RE!rPFfI!_,'~SiIIt1FK,l;ff AND APPROVAL BY INSPECTOR. ;I;~I>,r~ prEp I'Fgq^PFO I~`~~'~7 ~ -Jar,( a~'[A ~';V~f~D i~rni~~7 Fllil ~ - I*I ,~lFl~ C1.~. r~ J J Y J r
N_ xllU[ ~DN~(Q ka;2 `TI fi" l 4f~1)!~[ ff!1Vl(~Q_ if1?$ `~l f I' ) - r, c J
J n V -
' ~ _ ,
J ~ J J r'~\
VICINITY MAP
MATCHLINE MATCHLINE L I ~:_;F:> T-~~ N.T.S.
NOTTINGHAM PLACE SHEET C-6) NOTTINGHAM PLACE(SHEET C-6) ~ r ~ ~ A ~~a` i gym,.., ro~a~~nr.~x~~anr^s »r~~+'zrmhwrrma~+~~_ v U
i \ ~ ~ , / % I ~ ~ I i I / , , la i.~ / ~ ( ~ , , SITE INFORMATION
1 i ( ~ ~ _ t 1~ I , 1 I f ~ G 4 ~ ~
. , l ~ i , ITS , I I ~ '7 ~~.,:1 ~ r. d ~ ~ t:, ~:r--~ ' -6 ~ , f: C ~ ~ ~ jQl~,~ OFF-STREET PARKING ~
,5,- ~ ~ d. i l~ ~ i ~ rt-~ I 1 l _ .~;i , ~ ~ r-~
~ i ~ r r _ ~ ~ i ti ,n~~ ~ 1 i r~" ~ / ~ 1~ d ~ ~'1 ;i ~ ' I ~ ~ ~ ~ S:/ 12' ~1 ~'3a 1 EXISTING ZONING: RS-9 PROPOSED USE(S)RESOENIIAL BLOC, MULnFAAIIL L, ~ I ~ ' PROPOSED ZONING: RM8-S i ~ SEE CALCS BELOW ~C
~d '~:~~f I / y,l ~ ~ / GJ q~, ~ ~ ~ A TYPE OF REVIEW REQUESTED: PARKING CALCULATIONS: , a~ ~ - AIUITI-FAMILY RESIDENTIAL REQUIRED PARKING: 412 SPACES ~ I ~ Ifs
~ ~ ~ ~ i it ~ ~ A / .I~ I ,I I I / ~(~00; . _ \ PARKING PROVIDED: 435 SPACES O ~ I C U~r1M,~`
I I .1,. ~ ~ \ I .r, r ~ - ~ ~ ( i ~ - / m1 ~ l ~ ~ ~ " ~ §ITE SIZE AND COVERAGE - TR T A IN (n ~ U (`l - IFF S EE L/ 1 r-r
>n I , { ~ ~ l ~ . . ~ _ I ~ I I ~ ~ , ~ , , ~ I ~ . r _ . 4 i ~ REQUIRED NG/LINE G SPACES: ~ ~ ~I
r, ~ ~ ~ _ ~ ~ ~ t ~ RIP R~P OUTL~T PROi~CT10hN , - ~ ~ ~ TOTAL ACREAGE: 28.161 ACRE(S) ~ ~ ~ ~ SITE COVERAGES: ' ` LOAOING/U ING S PRONDED: ' ~
~~q~' / , I I ~ ~ ~ \ ,~,.,a„;~,.~~ r ~ SEE OETAIL'SHEE~. 1 / _ ~ - i BUILDING TO LAND _12.@4-~ ~ _ ~ J t~ •'~Fa. PAVEMENT TO LAND_21.,3~x _FT. X _FT.
i~~ ,~n / ~ ~ ~ ~ SST 0 i / ~ ~ , Q,U ~ ~ " ` ~ ? ~ ~ p \ ` SThIH+400;x; . ~ i ~ ~ i i i ~ ~ OPEN SPACE 66.16 X '-I v BUFFERYAR05 F,.] z ~ ~ u
t1 ~ f 1N' ~ , a ! / / ~ ! ~Nor. _ - _ ~ ~ „~l1? ~~h w.+~wahmm ti~ ~?~'.q.- ~ ~ - - ~G6--- ? ~ ~ ~ - -ofjC~ - " ~ ~i~p ' rrY-- TOTAL 100 X ADJOINING ZONING: RESIDENTIAL t~ ~ ~ fi~ ; 4,) ~ ~ TYPE II °"PP*r,p • r-+ I-+ ~ x
i / ~ ,j ~ j I _ _ _ 402 rail: T - TYPE REQUIRED: a O " ~ BUILDING SQUARE FOOTAGE:153212tSQ,FT. WIDTH REQUIRED: 15 AITIMUN W w ~
BUILDING HEIGHT: 2 d< 3 STORY FENCE OPTION: YES X ~ W U L:-
r _ l ~ ` y r ~ r 4'114- 1 '~'r ''y ~ - ~ ~ ~ ~e' ~ K'. - ~ Sg~`i' - \ ~ ~ ~ / ~ / ~ DEN5ITY CALCULATIONS ~ L ~
. r. i p,~O, ~ L.~ r p, -40~~~' a. .,l+..._ ' ~ ~ A j,y ,u'*s, / A ~ RP I INFRASTRUCTURE w - - NUMBER OF UN1T5/LOTS: 224 UNITS/LOTS. 1 n
,i r7, A ~ ~ ~ ' WATER~_2L_PUBLIC PRIVATE DENSITY: 7.95 UNITS/ACRE OR LOTS/ACRE O SEWER:_~PUBLIC PRIVATE REC. AREA REO'D:100 5F/UNIT OR 0.51 ACRES U
~ r ~ ~ a~F \ ~ - ~ R~ ~ ~ ~ _ STREETS: PUBLIC ~-PRIVATE REC. AREA PRONDED: 164,000 SF 3.76 AC ~
Fr ~ ~ i PROPERTY~FORMATION
t;' _ ~ ~r ~ _ - ~ ~ ~ - A portion of PIN 5896-75-5393 Block 4638 Lot 101 ~ do
~ ~ ~ j ~ r r - - i r i} \ a.i PIN 5896-84-1854 Block 4635 lot 013
~ ~ E3UILU11~'G CHART
. BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
~ ~ T, F„~, ut~~ ~ ~ i~~, _ ~ ~ ~ ~ ~ ~ ~ ~ _ ~rh - - ~
I; 8 104' X 54' 3 ~ ,i C 93' X 74' 2
I ~
~'t \ . ~ ~ ~ ~ ~ \ ~ ~ ~ A Q~~ ~ E 106' X 80' 2 ~ Z O1 ~ ~ z
- .r ~ ~ . ;tin ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~l F 96' X 54' 3 ~ O Q ~ ~ ~ ~ _ ~o
' ~ ~,~J; ~t~ tir ~ ~ ~ ~ ~ ~ ~ - ~ ~ ,
~I ~C 1 i',i . ~,,Lt~l., ~ ~ ~ A ~ ti ~ ~ ,G ~ ; ~ b ~ ~ o ~ ~ i
Ii`. ~ ~ l PARKING INFORMATION ~ ~ ~a~~~~~~
,rN A~ r0 f ~ P, Q, ~
I ~ ~ ~ f -1 ~ ~ ~ ~ MULTI-FAMILY • 0 Q ~
~ I ~ ~ i ~ _ ~ ~ ~ ~ A ~ , ~ .b - ~ I 1 ~ ~ - ~ ~ ~ 1-BR = 1.50 SPACES PER UNIT; 72 UNITS 108 SPACES ~ a ~ Z W r 2-BR = 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES ~ .r ~
1 i' J ~ ~ ~ ~ - ~ 3-BR = 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES ~ Q. ~ ~ ~ ~
;b. I~iT~I: ~ ~ A ~ / ' i~ ~ ~ I t ~ - t ,ti,~ t I Wl l.L ~ ~ " ' i TOTAL: 224 UNITS 382 SPACES p I ~ CL J ~N ~ i CLUBHOUSE: 0 ~ ~ ~ °0 M ~ ~
~ ~ ~ i r.: rr F ~ 1 ~4v~~_„F~r.~. , i , 1 r.+. a~ ~ I _ ~ r , ~ - 1 I l ~ - ~ i SPACE PER 200 SF: 3,3001 SF 17 SPACES ~ I Z ~ ~ g '
I I 1 ~ , I i ~ I 1 ~I ~m5' , ~ ' Pool: z 3 ~ ~ ~ ~ ~ o c 1 SPACE PER 100 SF: 1,200E SF 12 SPACES
~ I r' / i~ I ~ I , i I / ~ - / / ~H ~ TENNIS COURT; ~ Q ~ ~ a m ~ N
~ ~ a I 45 f' ~ i - ~ ) / ~ 1 I i 1 , d ;l I ln, ~ z' / 4 SPACES PER COURT 1 COURT 4 SPACES U ~ W ~ ~
PN rE _ _ - 9 q, / - ~ =7 / , " ~ TOTAL OFF STREET PARKING REQUIRED: 415 SPACES ' ~ / ~ TOTAL OFF STREET PARKING SHOWN: 416 SPACES ~ J ~
i ~ , B 3 t IiI t ;:I- ,i ±T. I d' ~ ~ L E.,.F(4, MEC C E~, lJ,,~~ ~ ~ , i ~ ~ (INCLUDING 12 HANDICAP SPACES) O 1Q ~
i ~ ~ , ~ ~ , i r ~ f;l.r~~l a<.,,t ,.~T>r r»i ~ ~ 1 ~ ~ ~ ~ ,a~ ~ n ~hJRn,.,~+EUI~ ,,,.~-..,r',.+t<>'c, ~r~. i ~ i T ~I i,~~r' N w~ I ~ ~ / uY~ rl,r~ rtr, ~ .I .r - ~ Q ~
i E ~ ~ ~ i ~ iii - i Jr~, ~ Mf ~'rrt~Jrn 1I h DG' r~l ~ I ( ~ ~ ~ ~ j~ i ~RALE+~~H, N(,~ _7504%
~ , , ~ ~ l~ / " ' ~ BUILDING SUMMARY o ~ I- ~ ° ' n Q N OQi p n VI
I / f ~ i ~ i . 1 I ~ ~ - ~ i BLDG TYPE ~ BUILDINGS UNITS/BLDG TOTAL UNITS p Z ~ ~ ~ ~ z
f- - I--- ~ de ~ ~ ~ , ~ , ~ ~ i , ; ~ ~ r ~ ~ af~-~ ~W i ~ A. I / i ~'I / -!1 i~ ~ ~ A 3 12 36 ~ ~ ~ ~~d0
l I i / ~ ~ ~ ~ ~ .-:r. ~ i ~ r- O ~ ~
i T k - - C 8 S 64 J C z$~c`S~~
~ ~ ~ ~ ~ r rr • .~P,~ v: _J tip' i L ~ i ~ / _ Q' r _ ~ m - ---I ~ Cj
r i ~ ~ QP tT' i . t , rl p ~ ~ ~ ~ ~ ~'wh ~ j ~ / ~ / ~ 7q~
~ ~ 9 , / _ / ~ . ~n ~ ~f ' ~ ~ - ' _ _ E 4 8 32 ~~~G ~~(1l. I TY A~y~'~`~'Q
- I 9i~ \ ~ A 1 Q> A ~ ~t i r u~+l " ~ - ~ _ TOTAL 26 N/A 236 ~~~4~ ° ~J p
~ ~ r~~e „ i - - / ~ ~ ~ ~ ® ~ / ~ r
i I rJ , i ~ ~ ~ a TOTAL LINEAR FEET OF PUBLIC STREET = 4,0701 LF ~ y ~ _~1~r
Q It ~ v ~ ~ _ ~ TOTAL LINEAR FEET OF PRIVATE STREET = 2721 LF Q o y m
r \ ~ ~ I .i / i I / i z / n / .
ti ~ . i I , ~ ~ ~ - ~ i ~Z,y S 1 \ ~ - i r; ,i ` ~ k ~ ~ i ' / / / i _
f~ / ~ "nrn, / ~i ~ ~ / ~ ~ o / ~ / ~ n I _ yti"d ~ , ~ ~ ,
Y ~i N / ~ ~ 2~ ~ ~ `i% i ~ = ~ ~ ~ ~ ~r ~ v, u ~ N ~ ~ ~ ~ ~ ~ \ ~P. % --R-411-- ~ 7 ~ EROSION CONTROL LEGEND RFFOKi~: ~v~
,h , r` ~ ~ T -
~ I ~ _ i ~ e. I •s . - ~ ~ ~ % ~ CLEARING LIMITS PHASE ONE ' 1-800-632-.~9~39 I,~,~
\ ' nunr„
u - ~ a ~ C S ~ - r~ ~ ~ 8 ~ ~ _ / CLEARING LIMITS PHASE TWO CA o~~N Ro~~N'%
- ~ ~ - ~ -
' ~ ~ - i,~~ s ~ ~ , - t,, - i ~ ~ / / f Y CLEARING LIMITS PHASE THREE ~ ~ E.SSIp" q
r ~ art _ i ~ ~ _ ~ : f- - (DISTUR6ED AREA) SEAL AREA TO REMAIN UNDISTURBED - 024442
":,~%,y FNG I NE`~~'~~o'~~
~~h t_- Ta~ %a~ t1 ~ ~ ~ / / ~ pct ~ - ORANGE CONSTRUCTION FENCE
may. i~ 177 ~ / / ' AND TREE PROTECTION FENCE '/~~~'%~;,8„W~S~G~`,`
J~ t ~ l - ~ i ~ / - -{3 i4 - S ~ ~ - hr; 1' EARTH BERM ~1D~0B~~~ # DATE ISSUED FOR
/ ~ } ,1 = SILT FENCE ~ ~ ~
k ~ ~ ~ ~ •9 S i
~ 8 _ ~ - , " r ?ij'r~~' ROCK OUTLET PROTECTION
r„ ~ ~ ''i ,~d', _ _ t/ i ROCK INLET PROTECTION ~
~ ice- T;:,~,~,., ~ T t 1 _ - - - - •34~ (lp _ h ~ ~ 4~ - _ - I - ~ r c ~
.~~I`h -
h ' 1 7.08.08 (~IDIIG it fA09011 CUI1AOl N'PROVK t
/ ~,A~ - 4'?s ,i„ e. ~ ,u1u1F.,IV ~ Cep, ~ ) ~ ~ CONSTRUCTION ENTRANCE ~~°1i`,~~5~~~~~~i~.~~rt~~~~~L~~ PROJECT NO. E-1014 - ~ i~Ki"~, ba"ti,.
/ / ~ ~ ~ ~.1~ VA''~°1'Lr ~V ~ ~ ~ _i ~ 1 q~"~~ u ~ r'. r~, lr.l i~r X31 ' \ i ~ ~ , ~ ~ ~ ~r,'"'~' DATE: 07.08, 200$
1°_50'
0 <f / LIMITS OF WETLAND AREAS SCALE:
DWG. BY: DF
lInw '7
SKIMMER ARM IN TEMP. 0-- CHK. BY: MBW SEDIMENT TRAPS C-6A
GRAPHIC SCALE 100 GRADING & EROSION
CONTROL PLAN(? of 4)

~Q~; F II~Q~~Q~1~,P iS~QV~~ EROSION CONTROL MAINTENANC PAN: _ ..s~._.~.~- ..,.w.__.,.-.r.,.....~........._..,.-._~.~..~.,~~~ r ~
1. OBTAIN GRADING EROSION CONTROL PERMIT ANO PLAN APPROVAL FROM THE CITY 1, INSPECT ALL 5EDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND / ~ r
OF WINSTON-SALEM INSPECTIONS. FUNCTION EACH WEEK AND FOlL01MNG EACH RAINFALL EVENT. C i' ~ ~
C NTA T R I N NTR I P 2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME 2 0 C E OS 0 CO OL NS ECTOR, TO ESTABLISH A PRECONSTRUCTION J ~,C i y -
CONFERENCE AND AN INSPECTION SCHEDULE. HAS REACHED 50~ OF CAPACITY. 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL 3, REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE ter.. ..~Y
MEASURES AS FOLLOWS. WHEN DEPTH EXCEEDS APPROXIMATELY 0,5' REPAIR AND REPLACE SILT FENCE AS 1 C1 i1 ~ ' it ~ ~ ~ J
A, TEMPORARY CONSTRUCTION ENTRANCE/EXIT NECESSARY. 11~: F ~ ,:'i'
B. TEMPORARY SEDIMENT TRAP 4. SEED AND STABLIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER C. TEMPORARY DIVERSION BERMS AND TEMPORARY SILT FENCE CONSTRUCTION, INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR i~ --1 ~ i, '~~ti. i' FI rCT~V, 7r ~'If _ s u ~
D. STORM DRAINAGE AS INDICATED PER THIS PLAN BERMS AS REQUIRED.
SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND DIVERSION 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF l' ~II -I j / _ I ~ W t~
BERMS (INCLUDING "CLEAN" WATER DIVERSION) UPON COMPLETION OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
CONSTRUCTION, STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. 4. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH
MAINTENANCE PLAN ON THIS SHEET, INSTALL ADDITIONAL EROSION CONTROL riry U~il. r ~ti'~0 , ? ~ - w,~
MEASURES AS REQUIRED. i~
5. RESEED/ STABLIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES HAVE
BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED OVER ,p `-V ~ J ` i ~~~W ~ 7 ~ ~
DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT ~ ~ , , ~ ~ , , ~ < UNDISTURBED FOR AT LEAST 15 DAYS. ~ ~ ~ ~ I ~ ~ ~ ~ ~ (iF• v s
i I I ~ 6, CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTI G TATI R L VE E VE COVE i` 'J ~ ~
\ ~ ~ H N TA a, AS BEE ES BLISHEO OVER ALL DISTURBED AREAS ANO SITE HAS BEEN ~ ~ , . ~ ~ _ ~ ~ 1 ~ - ~h, ~1 _ - i J i WINSrON•SALEM ; 'E ~ ~ '
T I ~ ~ ~2 m ~ ~ t S ABIL ZED. REMOVE EROSION CONTRO M AS R S N Y AF R FINA IN P I L E U E O L TE L SECTION I ~ ~ , l \ ~ - . I W I . ANO APPROVAL BY INSPECTOR. ~J' ~ ~ I ~ ~ 'f I ,1 Y J
~ ~ / ~ ~ '~l V ~ ~ l f a J V ~ \ , ~ ~ ~ ~ / "F.Illi!P ~ ~ "MAC ~P !ti
~ I ~ ~ ~ I i
/ l _ 1 1 - ~ 1 ~ _ ~ a, ~ / " ~ -~~J - ~ ~ ~ ~ ~ " ~ ~ -
l ~ _ l I o ~ . - _ _ \ ~ ~ - ~ _ C a ' _ _ _ _ ~ ~1 . " _ -
\ ~ - ~ c ~ _ _ - - ~ \ , ~ VICINITY MAP ~ ~ _ - I I~:.~r- ~rl-~ N.T.S.
~ ~ - fir., . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > ~ Z ~ `r - _ _ - i/``~ 8 - O<t-~-_ K
I _ _ ~ zo i _ ~ ~ ~ ~ ~ ~ .ten Qt. ~ - - -~h`'~ U
~ - ~ SITE INFORMATION ~
. , . ~ w / ~ ~ ~ ~ v ~ ~
~ ~ ; ~ ZONING OFF-STREET BARKING ~ ~
_ w I ~ QJ V J I ~ / ~ ~ ~ ~ - ~ RS-9 PROPOSED USE(S) aES10ENnu elOC, MuLnF~Mi~ ~ ~ I ~
' may, 6 A r ~ ~ ~ ~ ~ t~~ ~ ` ~ ~ / \ ~ PROPOSED ZION NG; RM8-S n
N . , I , _ . , PN f yy f n / ~ \ -4\ TYPE OF REVIEW REQUESTED: PARKING CALCULATIONS; SEE CAICS BELOW ~ Ri ~ ~ cy~ MULTI-FAMILY RESIDENTIAL REQUIRED PARKING: 412 SPACES 'i ~ ~ I n / A ~ A ~ ~ ~ ~ PARKING PROVIDED; 435 SPACES N
~ ,u . \ (n i
i ~ r ~ i ~ / , ~ ~ _ ~ ~pru . ~ ~ v v ~ _ a~ ~ N ~ \ ~ ~ ~ 9~ ~ ~ v ~ - ~ > N :r ~ ~ ~ ~ SITE SIZE AND COVERAGE FF- TR T IN ~ ~ ~ ~ ~
Zx \ ~ \ REQUIRED NG/UNL G SPACES: ~ ~/j r~ ~ TOTAL ACREAGE: 28,161 ACRE(S) _T ~ ~ ~
/ i~u._....-;- ~ ~ - lam. w~ \ \ - . / r' ~ c ~ ~ 1 ~ - ~ SITE COVERAGES:N T ~ X LOADINC/U ING S E PROVIDED: ~ ~ ~ I,.,,, M ~ BU l01 G 0 L D t 2.50 ~ W
r u • r ~ , ~ • ~ r~ ~ w \ ~ v 1 ~ C~ ~ L ~ ~ ~ i > PAVEMENT TO LANG 21.34 X M, tin / / ._FT. X _FT, ~ i rr~ ~ N',
i / ~ OPEN SPACE 66.16 R V ~ f~ ~ ~ ~ ~ ~ / ~ BUFFERYARDS ~ ~ ~ . ,
-l ~ ~ . ~ l w ~ -~v ~ _ . 1 1 ~ ~ ~ RE510ENTIAL ~ w ~ ~ r~ ~ TOTAL 100 % ADJOINING ZONING; TYPE II _ ~ h-+ 2 Q ~ ~ TYPE REQUIRED:
l 1 w ~ . ' - ~ - ~ ~ T / _ ~ v ~ 1 ~ ~ ~ ~ BUILDING SQUARE FOOTAGE: 153212tSQ.FT, WIDTH REQUIRED: 15 MINIMUM _ ~ ~ w O
I 0 ~ ~ ~ o ~ \ A A ~ I • ~ w ~ `t ~ / r BUILDING HEIGHT: 2 k 3 STORY FENCE OPTION: YES_X_ ~ ~ W '
~ ~ r ~ ~ ~ _ _ _ , ~ L~ ' ~ -4~ ~ ~ _ ~ ~ v \ / w ~ ~ _ _ C~ ~ ~ ~ 'T at . CC) ~ ~ EA i - 0 ~i~~rJ' lt1 ~ ~ ~ QENSITY CALCULATIONS ~ ~ ~ ~ ~ ~ ~ INFRASTRUCTURE ~ ~ ~
i' -'1 ~ j ~ - - ~ 6 Na ~ / ~ ~ J . O . ~ nl ~ \ ~ NUMBER OF UNITS/LOTS: 224 UNITS/LOT,, I n ~ ~ ~ ~ ~ ~ ~ ~ WATER:-X_PUBLIC PRIVATE DENSITY: 7.95 UNITS/ACRE OR LOTS/ACRE Q ~
I ~ / ~ ~ _ ~ ~ v 1 ~J - ~ (J L ~ ~ SEWER;~S_PUBLIC PRIVATE REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES. ~ I\ h ~ ~ ~ ~ STREETS: PUBLIC ~_PRIVATE REC. AREA PROVIDED; 164,000 SF 3,76 AC U ~
~ F w.,, , ~ ~ 0', i ~ . ~ ~ ~ \ ~ I ~ ~ ~ ~ ~ ~ Z ,~iJ ^ r- PROPERTY INFORMAnON (I1
~ ~ ~ \ ~ z ~ 1 ~ / ? \ ~ ~ 1 '7"% ~ / W ~ ~ ~ A A portion of PIN 5896-75-5393 Block 4638 Lot 101
a ~ / ' / ;s s ~ v y v r I i ~ ~ ~ \ - ~ ~ ~ v \ ~ Q>; `Z r ~ / ~ ~ PIN 5896-84-1854 Black 4635 Lot 013
I A v T ~ 0 ~ - ~ ~F'ORTIf iP~U ~JF ~ ~ ~ F ~ ~ ~ ~ A ~ ~ / I l - ~ 1. ~x ~ ,1r~ 1 t ~ v ~ ~ v ~ v ~ , ~ \ ~ ~ ~ ~ ~ c~1 ~ ~w BU1LDI~G CN~RT
r~ ~ '~a~ ~ ~ ~ 'v A_ ~ ti o } ~ ~ _ A A \ ~ 1~~~ i~~v ~ ~ ~ ~ (r ~ ~ ` ~ BUILDING TYPE BUILDING DIMENSIONS N0. STORIES
.~",~..I ~ 1 74, ,c ,'t. ~t `I t R I > ~ ~ ~ ~ ~ 'V ~ pr, v ~ \ r I.Z c _ ~ ~ . ~ v ~`n ~ ~ ~ ~ 7 ~ ~ ~ A _ ~ ~ A 96' X 54' 3
- Z4~'n X11 i,la, ~ ~ ~ ~ as , A ~ ~ ,tl. a 9 \ ~Q ~ ~Z ro ~ ~ ~ ~ ~ . ~ ~ B 104' X 54' 3 ~
~ ~ / ' (3~/ ~ \ tit ~ A w r ~ ,1- ~ , > C 93 X 74' 2 w ~
~ ? I/ ; ~ i -v , .r r~'r \ ~ I . i - ~ v i C N w ~ _ _ ~ ~ C?)~ C~) ~ D 97' X 76' 2
7 ~ / ~ ~ . ~ ~1L= i ~ I ~ 2 ~ / i ~ ` - ~[e ~ I , ~ , , , - - - - , _ ~ ~ t , ~ :~d n ~ ~ ~ "0 ,U (Q E 106 X 80' 2 Z ~ o \ t r^ ~E
r ~ 1 REEK - \ A2` ~A o i , t„ _ ~ i ~ ~~~w ~ CT 7-G~~ F 96'X54' 3 ~ ~ u
~ L' ~ ~ ~ ~ RUC 3 0 ~ ~
_ \ 0 V ~ ~ d O v~~ Cr. ~ ~ ~ "~z PARKING INFORMATION ~ ~ «m~~ ~N
4 ~ {~t ~ ~ \ 0` T ~ v-`\ , ~r ~ ~ , i _ ~H ~ ~ v ~ 9
/ - ~ . z v ~ ~ r--- ~ v ~ ~ ~ - ~ ~g,g \ ~ ~ ~ ~ v A V ` V ~ 15 ~ \ ~
, ~ ~ \ \ i ; v ~ A ~ „w ~ ~ ~ ~ ~ MULTI-FAMILY ~ ~ Q ~k'~. 1-BR = 1,50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ ~ Z w
~ ~ - i ~ V A VA A ~ ~ ~6 ~ BE~FER r~ - - . y, i ~ S~ \ \ ~ r < 2-BR = 1.75 PAC S P R NIT: 1 ~ ~ J n ~ ~ S E E U 20 UNITS 210 SPACES . o
~ ~ ~ A \ ~ A ~ ~ t, ~ ~ \ \ 1 ~ r r ~ ~ ~ _ ~ \ \ ~ V ~ ~ ~ ~ r ~ ~ - ~ ~ A \ I,~ ~ ~ ~ ~ 3-BR = 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES ~ 0.0 ~ a ~ ,i ~ ~o " TOTAL• 224 UNITS 382 SPACES Q - ~ CL ~ ~N ~
1 it iii / _ ~ ~ V A `V ~ -i ~ ~ ~ A ^'l l ~ t~, / ~ • - - - ~ ' \ , ~ ~ ~ tip. ~ ~ ~ CLUBHOUSE: 0 ~ Q W ~ ~ ~ ~
1 u ~ v v ~ ~ A ~ ~-4 ~ 1 SPACE PER 200 SF: 3,300f SF 17 SPACES ~ I Z 7 ~ ~ ~ o , ' ~ , , r,~ _ ~c'" Pool; Z 3 I ~ ~ ~ m ~ ri
m \ ~ 1 /:Li ~ _ ~ ' ~ 1~';1 , ~ ~ , 1 SPACE PER 100 SF: 1,2001 SF 12 SPACES pJ p ~ z ~ ~ a
4 ~ r , ~ ~ T'R , FF'E 9 . ~3 'I " _ I ' ~ TENNIS COURT: ~ 0~~ ~ am~Ro:~N ' ~ ~ ~ ~ ~ ~ 8 , } 4 SPACES PER COURT 1 COURT 4 SPACES ~ Q' 0 ~
r ti - A ~ A v ~ ~ ~ ~ ~ v ~•v , i ~ ~ I DIN. ~ ~ ~ r, ~ , U L G ~ v ~ ~ ~t ~ ~ A ~ ' ` ~ l~` TOTAL OFF STREET PARKING REQUIRED: 415 SPACES W Z ~
. FF ~ '4 i A V ~ ~ 1 ~ ~ I v \ ~ A v V ~ ~ ~ ~ ~ ~ ~ ~ TOTAL OFF STREET PARKING SHOWN: 416 SPACES Q J
~ ~ ,J V ~ ~ ~ ~I i r" ~ P A ~V \'9 Y ~ ~ ~ ~ ' ~j 'j , r (INCLUDING 12 HANDICAP SPACES) O Q ~ UI =
i ~ ~ , A ~ ~ ~ 8 ILf~It+l , ~ ' vA ~ ~ ~ ~A .9V~~ C
~ ~ ~ 818:40 ~ A ~ ~ A v \ v ~ - ~ s.a. ~ ~ ~ ~ `f ~ '~FFE 97.4 ~ ~ ; BUILDING SUMMARY ~ ~ ~4 ~ Q
. I ~ , \ v ~ L_ W 4 N O~ p ~ I
;,,r~ I ; ; ~ ; v ~ _ ~ - ~ ~ A v vv v . i ~ ~ ~ ~'r ' / ~ ~ BLDG TYPE ~ BUILDINGS UNITS~BLDG TOTAL UNITS p Z ~ ~ ~ z
r- ` ~ ~s- ~ 6 ~ 'C ~ ~ \ ~ ~ \ v ~ ~ ~
. ~ V~~ d \ Cp~~ ~ A
4~, - _ _ _ \ k~ \ ~Sfi.. ~ ~4 ~:,L~\ , C \ C 8 8 64 J ~ i~ a c`n ~
r ' / / n ` ~~1. / \ ~ ~ . y. I , -J ? \ `mil \ % ~ ~ \ \ ~ \ \ \ L~~.. ~ / ~N MUST ~ ~ D 7 8 56 ~
` ~ E 4 8 32 ~JG~ Itr I TY ~'V~o
r~ / ~ ~ ~ ~ ~ _ . / ~0 ' - F 3 12 36 ~ ~ p~'
\ ~ r~ _ %~j TOTAL 26 N/A 236 ~ ~4 ° ~
~ ~ • I ~ ? ~ ~ ~ ~ ~ ~ / . s v i, ~ ~ ~v ~ \ , ~ O TOTAL LINEAR FEET OF PUBLIC STREET = 4, ~ ~ - N ~ 0701 LF Z
/ 1 \ ~ \ I A ~ . \ i ~ ~ ~~V ~ TOTAL LINEAR FEET OF PRIVATE STREET = 2721 LF Q Z p rzn
F A ~ FE-8'34,40 ~ . t ~ ~ i f \ UIL I \ ~ z 1 r
~ 1 ~ _ I ~ 1 P 4 , { L \ r ~ ~
.I ~ 1 - t ' . } BUILDING T~ \ , I~ . 1' u ~ B~lILq~NG~ 1 . ~ ~ I - f ` FF~ 819,0 - ~ / ~ ~ D~ / ,
/ f FE 27 40 r `~V ~ - - - ~ s ~ ~ 4 ~ ~ ~
l ~ ~ ~ ~ ~ I / ~ ~ I ~ ~ I ~ t~ I.' ~ ~ ~ ~ ? ~ ~ ~ ° ~ ~ '°;~~i ' ~ lI EROSION CONTROL LEGEND B~F~~K~~: ~~~~I
• - z y l \ ~ ~ ~ ~ , ~ ~ ,s~ l I ~ i x , - ~ ~ ('ONTA('T 0\f':-('.11.1. (1:1''fF;R
~ ~ - / / ~ ~ A ~ ~ , STREAM, '8', , j' ~ ~ ~ ~ / / i ~ I ~ i i ~ i ~ ~ ~ i ~UFf~R. . ~ ~ ~ ~ ~ ; ~ ARIN IMIT PHA N 1-$(lU-~~i2-d9d9 1 \ ~ _ ~ ~ ~ ~ CLE G L S SE O E
n V ~ ' ~~i . ~ ~ ~ ~ \ _ _ 1 ~i - V - ~ / ~ TR A ~ I-S J - - ~ , A ~ ~ ;._;1P~' ~ ~ ~ ~ +r~„<~y:.,~.r,~,m~ , t~nnnae d~~~Hinnnb~h ' ~ ~ ~ ~ ~ ~ ~ i CLEARING LIMITS PHASE TWO ~~~~~~Q~SH CpRr)~~~,~~~~
~ / ~ , ~ ~ ~ ~ BUF - ~ I . 1 ~
1 ~ ~ ~ ® ~ ~ 6 i ~ / i I~ - ~ . ~ ~ ~ ~ ~ ~ ~ - ' CLEARING LIMITS PHASE THREE ? ~ ~EESSI~N~
I ~ ~ l r ~ 1 > ~ I , y 1 I ~ / l , I ~ - / ~ ~ ~ ~,1 (DISTURBED AREA) - SEAI
/ ; i / it / 1 ~ ~ ~ .v l ~F 1 ~ ~ \ ~ I AREA TO REMAIN UNDISTURBED 024442
i~, BULL LNG 8'~ ? ~ ~ ~ ' \ ~ / ~ i , ~ A - - ? / / ~ ~ - ' i I ~T.~
.~o~ ~ l i / . l / / ~ , ~ ~ , / ~ ~ ~ TAT ~ ~ ~ ~ ~ ~ ~ \ ORANGE CONSTRUCTION FENCE '~~~~,INE~;~•' o~ ti c,
_ ~ ~ ~ ~ d ~ ' ~ ~ ~ Q'•. ~ ~ ~ j - , . J ~ ~ AND TREE PROTECTION FENCE ,~~~'!F;,B,W~S,~~~.
/ ~ 1 \ ? ~E 9k4. ~ 1 ~ ~ t g ~ 7~E~-
~ ~ ~ EARTH BERM ~~~m~~~~. ~ ~ ~ ~ # DATE ISSUED FOR
~ u, ~ ~ LL / ~ -~~Py ~ 1 % B LNG x'0 / I 1 1
- Y' FFE' 831,40 ~ a- ~i % ? i ~ ~ - - \ ` 1 ' ~ SILT FENCE g ~
~ ~ y,;r.,r;)',~ \ ROCK OUTLET PROTECTION
J I
i w i ; R -996' _ ~ ~ ,~z ~'~z~' "V ~ ~ / v. ~ ~ i ~ ~ ~ ~ i ~ ~ ~ ROCK INLET PROTECTION -:'7j
- "-r`--' BU111~ING`~14 ~ ~ ~ . ~ ~ ~ ~ ~ ~ t 1 ~
~r ~ ~ i % ~ ~ i \ i l ~ J r ~ / . --~A v
i I - ~ ~ pl ? ~ , ~ A 1, ~ I~~~ ~e~ ~ ~ i~ \ ~ ~ 7.oa.os a~~~osa+area~~
BSI rD~NC ~ ~ ! ~ ~ L, ~ i ~ , - ~ r ~ ~ 4 9 ~ ~ , ~ . J _ ~ ~ y \v ~ _ ~ ~,a ~
- ~ / ~ y 1 ~ - . 1 ~ ~ r. ~ ~ ~ ~ ~ ~i ~ ~ ~ ~ CONSTRUCTION ENTRANCE 'i!i~i i i'i rj~r~~ ~i~ PROJECT N0. E-1014
I i 4 LIMITS OF WETLAND AREAS SCALE: 1"=50'
1 1 DWG. BY: DF
00
- I P BUILDING CHK. BY: MBW SKIMMER ARM IN TEMP. 0
FFE 819.40 SEDIMENT TRAPS _ C-7
1100 ~ GRAPHIC SCALE
I nor GRADING & EROSION
. n . rte. MATCHLINE MATCHLINE CONTROL PLAN(3 of 4)
NOTTINGHAM PLACE SHEET C-7A NOTTINGHAM P A H T C-7A 1 iach 50 ft. If

CONSTR~ICTIQN SEQUENCE PHASF" ONE• EROSION CONTROL MAINTENANCE PLAN: ~~~~~~•~f~'~F ~~-~...,d...~.. ..-.~..~..~....,,~..,...-.._,~...,~.A,_~.~~.~..~._ ,~.~-..W~,.~..-...~_,...h~~a-.....w _-._.-....,,~.r,~.~..,~,...-,~~~.~.-..~,~.~,,,.~r....~.,,..~~..-,.. M..- ..,~n~.,-„~, 'J ~
1, OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM 1~E CITY 1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND ~ , y
OF WINSTON-SALEM INSPECTIONS. FUNCTION EACH WEEK ANO FOLLOWING EACH RAINFALL EVENT,
2, CONTACT EROSION CONTROL INSPECTOR, TO ESTABLISH A PRECONSTRUCTION 2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME C ' a~ ~ c r .
CONFERENCE AND AN INSPECTION SCHEDULE. HAS REACHED 50~ OF CAPACITY. 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE ~ L..
MEASURES AS FOLLOWS. WHEN DEPTH EXCEEDS APPROXIMATELY 0.5~ REPAIR AND REPLACE SILT FENCE AS U C
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT NECESSARY. O~ >,~L
B. TEMPORARY SEDIMENT TRAP 4. SEED ANO STABIIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER ti ~ - .
C. TEMPORARY DIVERSION BERMS ANO TEMPORARY SILT FENCE CONSTRUCTION, INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRAOE/REPAIR D. STORM DRAINAGE AS INDICATED PER THIS PLAN BERMS AS REQUIRED,
SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND DIVERSION 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF
BERMS (INCLUDING "CLEAN" WATER DIVERSION) UPON COMPLETION OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES i i-~ 11 a _ 7'
CONSTRUCTION, STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. L~ W y ~ -
4, MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH MAINTENANCE PLAN ON THIS SHEET. INSTALL ADDITIONAL EROSION CONTROL ~ ~irr l , ~ Opp R r ~ ~ ~ J , ~
MEASURES AS REQUIRED. ^ ~ W ( 1 J ~ J ! J•S J / .J. J
5, RESEED/ STABLIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES HAVE
BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED OVER 1 ~ Yi vim' ~nl~,~ 7 J 4"
DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED FOR AT LEAST 15 DAYS. ~.i•, `~LSr~ ~ANp1PlG DF. ~ ~ ~
6, CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER I a" ~ clrvoF ~ ~ ~
HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN WINSTON-SALEM ~ ~ ~ r
STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION v C ' t r,EN~~~~r'~q~-S SNA_OY ~j~~ ~ r c ~ ~
AND APPROVAL BY INSPECTOR.
~1 O - c. - ~'~v: ~ o'.J.:
L v L 4 I
MATCHLINE MATCHLINE .VICINITY MAP
NOTTINGHAM P A H T -7 NOTTINGHAM PLACE SHEET C-7 L CE S EE C ) ( ) NORTH N.T.S.
r ~ (V ~ ~ / / ; ~ ~i / . ~ U
/ l z to / ~~'~~1\ SITE INFORMATION
h~ I / i a ~ ~ ~ 6 ~t' ~ i . / / I I \ ~ ifs
~ ~ 1 , a 6 R J ~ ~r rv~ RO ~ a / /eu1L IN~ ; jQy~ OFF-STREET PARKING W ~
~ / c BSI U ~ OR ~ ~ E 36. / P _ EXISTING ZONING: RS-e PROPOSED USE(S) ~~~nAl BLDG. MULiIFAMiI ~ I ~
~ C N I / , l ~ F R ~P 27 40 1, . ~ . c o I , R I 1 ~ ~ ,z ~ h \ ~ PROPOSED ZONING: RMB-S PARKING CALCULATIONS: SEE CALCS BELOW ~ ~C ~
N~ ~~Q`'( --3 ~ ~ LNG 1y26 / ~j w / / ( ' I- / / / / 1 ~ ? Ff \ ~ e5:4o 6• I / / JJ ~~j ~ \ ~ TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES rl 't' In MULTI-FAMILY RESIDENTIAL r , 1 n
m I~ r I / I \ \ I 1 ~ ~ ~@'6 ~ ~ PARKING PROVIDED: 435 SPACES U ~ t^1 M: ~ ~ 0
II ~ \ ,I _ ~ I l I /m iFF STREET I , / / i ~>q~~ SITE SIZE AND COVERAGE - ~ ~
1 a 06~ I ~ ~ J / ~ 5 o I \ 1 I . , / G a~ ~ I ~ / , / ~ ~ ~ REQUIRED NG/UNL G SPACES: ~ ~ u; r'I ~ TOTAL ACREAGE: 28.161 ACRE(S) ~ ~ r~ r"'
R, `E '4 ~ / / / / ~ 51TE COVERAGES; LOAOING/U LNG S PROVIDED: ~ ~ ~ / , ~ ~ BUILDING TO LAND 12.50 X ~ ~ M
o ~ ~ Q PAVEMENT TO LAND_2L3~_z ~ ~ rr;
~ e ~ / / / ~ \ OPEN SPACE -~--x gUFFERYARDS ~ ~
/ 1 I / / ~ / / / 2 ~ / ~ . y6q / ~ / ~,QF-' ~ TOTAL 100 R ADJOINING ZONING: RESIDENTIAL Q ~ O TYPE REWIRED: TYPE II
1 ~ ~ - /i/ / ~ ~ ~ / /7 ~ ~ - / ~ G 25 / , / / / BUILDING SWARE FOOTAGE: 15 1 fSO.FT. WIDTH REQUIRED: 15 MINIMUM
1 $0 ~ ---I ~ ; ~t86 00 / ~ ~ \ \ r~ ~ BUILDING HEIGHT; 2 k 3 STORY FENCE OPT10N; YES.~L ~ W ~ O V
PIN 5 ~63~ ti I ~ ~ 8 ,-.1 / / / / / / / \ DENSITY ~CULATIONS ~ j INFRASTRUCTURE ~i r~
~8 8 ~ f~,4 i I;; A Y DR a~5 ~ / / c~ --1 \ R4 f C E 2~ \ \ / / i ~ OIR 0 N ~ ~ ~ I~ ~ ~ - NUMBER OF UNITS/LOT5; 224 UNITS/LOTS In / , / \ WATER:~.LPUBLIC PRIVATE DENSITY; 7.95 UNITS/ACRE OR LOTS/ACRE Q ~
~2 g R ~ ~ I,~ A ~ ~ / y / / ~ SEWER:~S_PUBLIC PRIVATE REC. AREA REQ'D,100 5F/UNIT OR 0.51 ACRES ~ ~ / ~ STREETS: PUBLIC ~i_PRIVATE REC. AREA PROV10E0: 164,000 SF 3.76 AC ~
' i~ ~ PROPERTY INFQRMATION U7
\ \ ~?9 i \ \ \ \ ~ o ~ I-C7 A patlon of PIN 5896-755393 91ock 4638 Lot 101
~ \ - .,3a- \ \ \ / ~ ~ ~ ~ \ PIN 5BU[LDfNG~CHART t o,3 ~
1 I\ ~ ~
nl ~ o ~ ~ N \ \ ~ ~ ~ ~ 638 \ ® FF ~ K ~ ~ ~ ~ E ~ / BU4 URGE BUILDI G ~11~3 ~ \ ~ - - - ~
Y D ~85~a F ~ I X2.3- - % ~ / ~ ' ~ BUILDING TYPE BUILDING DIMENSIONS N0. STORIES ' A 96' X 54' 3
12 R PI ~ FF~B I ~6-- ~ 8 104' X 54' 3 ~
~ , _ ~ - I C 93' X 74' 2 w
\ - _ \ ~ ~ D 9T X 76' 2 }
\ \ \ I E 106' X 80' 2 Z ~ o~ ~ Z \ ~ F 96'X54' 3 ~ ~
67 ~ ~ ~ \ 4 11~ ® - ~ R9G T p7~ ~ ~ 1, -,g~ plnl _ 46 LO \ ~ ~ I ~j ~ °n~ ~
nC ~ I DLSTURBED AREA: ~22.55t Ac. BL. ER ~ ,BU ~ ~ ~
pY ~ ~E D 4 =Y ~ ~ i t2 CIR ~C' 2`58 ~ i / /~~i PARKING INFORMATION Z ~ ~~ffi~:~~~~
ono. A 1 ,W ~ N`'B ~ I ~ \ / ~ a~ ~ ,
~ / - ~ / / - % / ~ ~ ~ w to / h, ~
~ ~ \ / / / / ~ / MULTI-FAMILY ~ Q Q w / / t8' / 1-BR = 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ tL ? ~ ~
~ ~ \ ~ ~ / I ~ ~ 1 I , ~ _ / ~ /8/ 2-BR = 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES ~ ~ ~ ~ ° ~ z
I ~ / _ 3 1 \ PI , 896 9413 PIN 8896-74 4. 2 Q l ~ ~ / / ~ 3 1 ' / / / 3-BR = 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES 0 0 / ~ i ' ~ TOTAL: 224 UNITS 382 SPACES ~ Q. ~ ~ ~ J ~ ~
T 07.- ~ b=° OC ' ~5 T 01 nl'K 463 LO I $ ~ ~ / / i I~~ ~ p_ AR N W L I BUILDI G 22 1 .LISI& K ~ A / / CR , ,ENJ~kIEDI OP~tTIES, LJ~' j / CLUBHOUSE; Q ~ U '7. U „ ,
FOBERT A E B IL N FFE 8 0.40 ~ / 1083 MEADO LARK DR I ~ i /O,G,bRTIS~EDA~3f20UP,-tI~C / ~ ~ / / / 1 SPACE PER 200 SF: 3,3001 SF 17 SPACES ~ I Z f ~ ~ ~ oS 5 / Bea- / / ~ POOL Z ~ I z o ~ -
7106-9 ~ s, o \ / ~ ~ / a -SAL M, N~ 2 ~ , i ~ / 30fi~ HI~W00~ BLVD. / / WINSTON ~ ~ 3i / d 7 ~ ALF~GH, ~ ~ 604 ~ / / ~ 1 SPACE PER 100 SF: 1,200f SF 12 SPACES m 0 I- C ~ s ~ n. ~ N
l ~ / I I i / / ~ / / a _ / / / / ~ TENNIS COURT: ~ Q t- ~ ' / i / / 4 SPACES PER COURT 1 COURT 4 SPACES ~ Q' ~ ~ ~
/ ~ / i / / ~ ~ / , / TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
1 I 1 I / / ~ - s~ / ~ ~ I ~ / i I / / S~/ ~ / ~ TOTAL OFF STREET PARKING SHOWN: 416 SPACES ~ W
- -1 / PIN 5896 74 434 ' I / ~ / ~ / ~ 6 4 _ ~ - / ~ / / BLOCI( 46 8 L T 074, ~ ~ / ~c>' / / I I 1 / ~ / / / / ~ (INCLUDING 12 HANDICAP SPACES) Q ~ ~ / / O
ROBERT A WELL & KAREN E -t--'"'~~~ - - d / / / / / / / ~ ~ / / I / S
1083 MEAD WLA K DR. ~ ~ I - ~ ~ ~ / / / / ~ / I / / WINSTON-S LEM, NC 27106 9 o Y ~ / / / / / / / ~ / ~ BUILDING SUMMARY ~ ~ g
1 ~ / / I / / / / / / I - / / / / IS / / ~ ~ u~ ~
BuN.O G , / _ ~ / / / / I 1 - / / / / FFE o / / / _ BLDG TYPE ~ BUILDINGS UNITS/BLDG TOTAL UNITS O Z_ ~ r N
~ K / / ~ / / ~ A 3 12 36 Q O ~ L"
I r ~ / / / ~ ~ ~ ~ ~ / / ~ / ~ UILDI G 20 O 1 ~ / \ ~ ti ~ / / a ~ / / B 1 12 12 O ~ Lta m
l / / ~ / ~ / _ ~ ~ J ~ ~ I ~ / i 5R - 74 4 34 P ..9 ~ ~ ~ _ i / / 4 - ~ C 8 8 64 J C ~~ac~S~LL°.
HL.~ I. ~I / / /
R PE A. LLS ~ ~ ~ z ~ / -
KAR WEL S I ~ ~ _ ~ 0 / - 1083 M ADO `ARK R. I I ~ 1 / \ /i i I , - = F 3 12 3s c'~~ 0 ~L I TY A,~ ~Fo~ '
c ~rr ~ ~ / ~ / / _ / i WIIJ, i0N-SALEM, ~7~06- 746 / ~ i 2 y_ I 'i_ I H 'fST , ~ _ ~ i i ~ -y---- / b ~2 J ~ TOTAL 26 N/A 236 ° ~r~ ~
- / / 3; ~ ~ ~o ~ ~ , - TOTAL LINEAR FEET OF PUBLIC STREET = 4,0701 LF ~ w Z 2
I ~ 'r / ~
~ ~ NJ N V ryp ~ ~ ~ it / / / / / l - I 50~/ , / ; ~ TOTAL LINEAR FEET OF PRIVATE STREET = 2721 LF ~ o D rn
~ , , ~ rn oo,?- • ~ ~ I ~ ~ a - i _
~ ~ ~ I - ,?r14 / / i
~ 5' ~ ~ ~ . I ~ ~ ~ .v,
= EROSION CONTROL LEGEND BFFOkI~: tiou nic ~ / / ~'2 / / CONTAC"I' 01~F.-(',ILL,. (T,N'1"F:R
/ / ~ 1~ T 1ST ~B , / ~1 ~ ~ I e / r \ / - / ~ ~ / I l ~ ~f , ,~i - / ~ l ~ E ~ , : _ - ~ ,
~o / / ~ ~ ~ ~ ~ ~ ll ~ . $ \ ~ / ~ ~ / `l, ~ ~ ~ / / - ~ i k,. I ~F , ~ A~ n / i •~4. / / ~ / n?'~"~ / % i ~ ~ CLEARING LIMITS PHASE ONE 1-800-632-~194~) / ~3-
/ 84a a / / ~ , ~ /i,~ til.~ ~tFr-' - UNDIS BED AREI~0.64f Ac. - ~ / / //a''~ CLEARING LIMITS PHASE TWO ~~~```~~~CAR~?''''
% / ~ i ~ ~ S Ina / / ~ v~ / ~ / / ~ / / . / , / ~ / 8 I _ ~ ~ /
/ ~ ~ ! CLEARING LIMITS PHASE THREE ~ FESS~oti•''q / / '
/ W / ~ / / / / / ~ / ~ - - - , / a~ / / / ~ ~ o~ x / / ~ (DISTURBED AREA) - SEAL
/ / / ~ / ~ / ~ AREA TO REMAIN UNDISTURBED 024442
/ / / ORANGE CONSTRUCTION FENCE q
, ~ / / / ~ ~ i ~ / ~ / / Mr gib / / / / ~ / / ~ AND TREE PROTECTION FENCE ~~''~e;,e„W~~`~
k ~ `,4 Q 0 , /
~ ~ / ~ YO ~ i ~ v ~ / 8311 ~ i / / / / / / EARTH BERM ~CB~~~~~ DATE ISSUED FOR / i / / ~
~ / / I Po / / ~ ~ v ~ S / / / ~ I ~ / 9 ~ / , / / / / SILT FENCE ~ ~ ~
/ / ° J ~ % : ' , ; ~0 a ~ ~ / / / / ~ ~ / I , I o'' ~ 683 . - - , / ~ , / ` ~ ° / / / a~ S / / i / . ~ / / ~ i ROCK OUTLET PROTECTION ,rr,r,
/ / ~
~ \ / / ~ z _ ~ ~ X59 ~ / / / ~
v A\ ~ / N~ w~' ~ v v /1~. ? ~ / 1 / ~ t1 O ~ W \ Q ~ / / / ~ / % ; - ROCK INLET PROTECTION f~ ~
1 1 ~ I ~ \ / e o o t T ( ~ A I L / 0/ n
/ / ~ m ~ ~ ~ / / ~ \ / / i , c ~ K ~ / ~ / / ~ 1 7.08.08 fAIIgIC at ER49AI q)illirX dPPROVK
/ l~ r - c0 w - ~ / CONSTRUCTION ENTRANCE rrr r1~ trr5trrilr~rr PROJECT N0. E-1014 / / ~ rr r c tt tirr ~ Crrt1t~.rl ~t'`
~ / ~ {.~~7~j[~//q3 j ~ / ~I- / to ~~I,~ fi '[may, Q ~ . A ~ / /
- / Cl a p / i / LIMITS OF WETLAND AREAS SCALE: 1"=50'
n I DWG, BY: DF
I 1 /
z'oaLO Z ammn, SKIMMER ARM IN TEMP. 0 CHK. BY: MBW
SEDIMENT TRAPS C-7A
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1 inch 50 ft.

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w~ INFlURATION TRENCH ~ CROSS-SECTION V ~ C F Ki v v ~ ~ C 9q~ Mr(r hn tiur~g C a
- ' N.T.S F
J "D" , \ ~ ~ o~ c, ~ -IAN INC OR r ~ ~ ~ f ~ ~ J
~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ d ~ ~ ~ ~ ~ ~ ` ~ ~ \ / ~ ~ ( I ~
/ I \ I I 7 T N I \ 5 SOE I ~ / \ \ \ / ~ \ I \ / / / / ~ I CITY Of 2 • , c ~ ? , 3 c
I i J \ / I I ~ \ I \ ~ I I - - - / ~A~ \ \ 8gg ~ WINSTON-SALEM ~ 'S L M r. u i .
I ~ \ _ I-- ----I I / W _ I / I \ _ ~8`~" / ~ .g.~6- ~ \ \ ~ / reNY':eY oq, sNnoY uaP~6 ~ti W n ; ~ .Q ~ ~
~ o ~ 1 1 \ \ o \ I - / I / ~ N RFA INFILTRATIO SU CE \ I \ aas- . - / W \
V M \ ~ \ W D L OLU E ~ I I \ t \ 1 1 I TRENCH AREA ~ I Cn l \ ~ - I \ . O / / 1 - _.i ~ .C G . 7
8~ \ 1 ~ _ \ \ / / `R~ - 1 28401 SF 142001 CF I ~ ~ / o r _ 1 \
2 35841 SF 1 920 CF \ \ ~ O \ \ ` z _ - - 2A I 1 \ ~ I - `8 ~ \ ~ ~ VICINITY MAP
Q 3#-- - -
\ ~ O \ 3s- INFILTRATION TRENCH F \ ~ a~' / / ~ W rn / ~ \ \ \ \ \ NORTH N.T.S.
N.T.S. / ~ Y ~I ~ ~ - ~ / / v ~ 9 1 \ ~ ~m 9 -s3o_= \ \ \ \ e~\ \ - - -~b~ SITE INFORMATION a
\ I ~ ~ ~ _ _ - / 1 s o ~ r- W / ~ r 1 ~ Q ~oe-._ , 1
w 1 ~ O s Q ~ W
rrs - / , ~ o \ ~ \ \ j~• OFF-STREET PARKING to O
~ ~ z ~ / a ~o-~-, \ O `y t-'
I ~ / J \ \ \ \ \ \ ~ ~ - ~ E14ST1NG 2ONINC: RS-0 PROPOSED USE(S)RE910E]I11AL BLDG, MIA.11FAk11. ~ t \ ~3q PROPOSED ZONING:..EMB-S PARKING CAIWLATiONS: SEE CALCS BELOW Q; I-+ ~0 ~0
r 141 \ \ \ TYPE OF RENEW REWESTED: REWIRED PARKING: 41Z SPACES ~ N \ / \ \ \ \ \ ` MULTI-FAMILY RESIDENTIAL pARKING PROVIDED: 4~` SPACES U ~ ~ m O
\ --X4(}2-~--.e w \ \ \ I ~ ~ ~ O ~ / C~ 2 r~ . \ I ~ 1 - _ \ ~ 1
/ ~ ~ _ _ ~ \ \ ~z ~ ~ \ \ w ~ ~ ~ ) - I ~ ~ ~ W C/~ / ~ \ / / \ ` ~ SITE 52E AND COVERAGE - `
/ ~ s2 \ I1 w z~ ~ - f \ \ ~ ae.. \ \ \ \ ~ ~ fig, / V w O \ ~ . ~ \ REWIRED NG/UN SPACES: ~ ~ 0^p ~ \ r~ TOTAL ACREAGE: 28.181 AS(S) ~ Q
9TE COVERAGES: LOAOING/U NG S ' PROVDED: ~ ~
~ \ Z / 001 \ ~ ~ \ cnO CA O BUILDING 1D LAND 1250 x o~ ~ ~ ~
/ / ~ ~ • / l ~ ~ v ~ o / ~ S~ Q~ \ ~ / / ~ POPEN SPACE LANG 6616 -X .._,_FT. a V ~
~ ~ ~ ~ ~ / c~ \ ~ v , ( ~ , . A ~ C ~ v ~ o O~~ ~ zOw N ~ ~ TOTAL 100 X AOJOMIING ZONING: RESIDENTIAL ¢ ~ W ~ X
l~ o ~ ~ v, ~Q / ~ y 1 / / ~ ? ~ ~ / / - 1 w 1 l I ~ _ ! \ Q O \ TYPE REWIRED: 1 ~ ~ W ~ - ~ ~ BUILDING SWARE FOOTACE:1~~fSQ.FT. WIDTH REWIRED: 15 MINIMI,LM .G (.LW
~ ~0 \v - v ~ ~ 1 • •I ~ r f I ~C 1 / I \ r i 6 ~ w I ~ d. ~ Z ~ \ ~ \ / / BUILDING HEIGHT: 2 rk 3 STORY FENCE OPT1pN: YES_..X_ ~ W ~ O w
I~ I / ~ f 1 ~ 1 / \ -r 1 ~ I ~ \ 1 ~ ~ 2 ~ I ~ ~ _ ~ ~ ~ \ ~ ~ ~ DENSITY cALCUUnoNS ~ ~ C.a
1 \ o / / ~ _ \ ~ m \ ~ s \ / / 1 , ~ / FFER \ \ w 1 Z ~ O N ~ ~ h - \ \ ~ ~ ~ \ ~ NuMBER aF uNITS/LDTS•?~± uruTS/LoTS to ~ ~ ~k ~ Cf- ~ ~ / wATER:_X_PUeuc PRIVATE pEN~TY; 7.A5 UNITS/ACRE OR LOTS/ACRE Q r-+
I / \ 1 ~ ~ ~ ~ ~ \ \ \ ~ ` / I /I r _ / / / ~ r TREM - w VW SEWER:~_PUBUC PRIVATE REC. AREA REO'D:100 SF/UNIT OR 0.51 ACRES O
~ ~ - _ ~ j .r. \ Q ~ ~ 6 51REET'S• PUBUC ~._PRIVATE REC. AREA PROVDED: 164,000 SF 3.78 AC ~ y'
1 ~ ~ w J 1 _ / ~ \ 4 I~ ~ \ 1 I / / ~ e ~ \ ~ \ \ Q~ ~ O fX} r \ PROPERTY INFORMATION U7
~ l~ \ 1. l i , \ \ \ \ g ~ y ~ r 115 C~ Q T \J • ~ \ A portion of PIN 5896-755393 Block 4838 Lot 101 W
~ a / \ I 1, 1, \ ~~I 'I i \ ~ - ~ \ \ c, \ \ OR TI O F ~ - \ ~ \ \ ~ ~ p~~ ~ Q \ ~ ~ PIN 5898-8h1854 Block 4835 Lot 013
T J I ~ \ X L T 01, OC 6 ~ \
I \ ~ \ ~ ~ IyI ~ ~ d' ~ BUILDING TYPE BUILDING DIMENSIONS N0. STORIES
~ / \ ~ \ \ l o I I ? - ~ I ~ 1 w \ R E ~ 1~ r 1 _ 1 \
1 ~ - - \ r - 1 ~ ~ 4 ~ -Z9 11 / w w B 104' X 54' 3 ~ \ O `Z STL ~ / ~ e'~~ O C 93' X 74' 2 w
I,~ ~ I \ -tea ~
i I• \ ~ \ \ \ \ cp ~ Q E 106' X 80' 2 Z ~ s ~ a i w
I _ I ~ \ ~ 1 I / / ice! \ • :~r / ~ I - I ~ ~ - ~~~w ~ \ F 96'X54' 3 Q ~ ~ 0 0~ ~ ~F
~~C / / ~ CR r mac- • -.~8~ \ ~ I ~
i a \ ~ - I - / ~ 'f Y' Alt 4 r.-WALL ~4 \M ` F ~ ~p~ \ C~ ~ ~ ~ = 3~ g ~ ~ ~
~ ~ ~ ~\\w ~ \ PARKING INFORMATION } {~$~~~~N
! ~ \ \ \ \ 1 \ 1 - \ 1 ~ 2 ~ / i ~ 8 - ~ \ \ J EA \ / ~ \ ) ~ ~ ~ ~ ~ - MULTI-FAMILY Q W
1 / ~ I I ~ / ~ \ 8 ER , \ l 1 / w ~ 1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ 0 ~ _Z I ~ ~ 2-BR .1,75 SPACES PER UNIT: 110 UNITS 210 SPACES ~ J ~ Z
~8C0 . 5 I , / 3~ \ \ ( ~ ~ \ \ \ 1 \ \ ~ ~ ~ " ~ 3-BR - 2,00 SPACES PER UNIT: 32 UNIT5 64 SPACES Q 0. ~ ~ ~ a a N ~
1 \ 1 - l ^ ~ w TOTAL: 224 UNITS 382 SPACES p - ~ W ~ ~ ~ N \ ~ ~ ~ CLUBHOUSE: Q ~ ~ ~ ~ ~ ~s ~
~ _ \ \ / ~ \ \ \ \ _ \ ^ 1 \ ~ ~ 1 SPACE PER 200 SF: 3,300f SF 17 SPACES ~ I z ~ 5 n
1. ~ / ~ - ~ \ ~ \ \ \ ~J \ , \ ~ '81 ~ . POOL: Z 3 S ~ ~ ~ °a' ~ N \ \ \ 1 SPACE PER 100 5F: 1,2001 SF 12 SPACES ~ p h
/ T A ~ ~ g m ~ \ \ \ ~ \ I \ TENNIS COURT: E-+ 0 ~
\ ~ \ \ ~ ~ ~ / ~ HC \ \ ~ \ \ ~ ~ ~ 75.4 \ / ( ~ \ o / 1 ~ ~ i' \ 8 ~ 4 SPACES PER COURT 1 COURT 4 SPACES ~ ~ ~ ~
~ - \ I LDG. \ ~ 1 - / LDG.~ ~ \ ~ TOTAL OFF STREET PARKING REQUIRED: 415 SPACES ~ Z ~ Y~ E ~ TOTAL OFF STREET PARKING SHOWN: 416 SPACES Q ~ $
TYP C \ \ \ 2~; \ ~ 1 \ \ \ 3 \ ~ ~ , / \ ~ ' \ \ ~ ~j / 7 (INCLUDING 12 HANDICAP SPACES} 0 ~ ~
/ \ ~ \ / ~ / 'r \ \ ~ ~ 5
i ~ 1 ~ \ ~ i FF 28. \ \ \ I Su Z ~ ~ ~ N~~
/1 ' ~ / \ \ \ \ \ 6 \ \ \ ~s4 \ \ \ X ~ ~ / ~ BUILDING MMARY ~ ~ ~ ~ ° p ~s ~ a ~F'FE: 79714 e~ ~ / ~ ~ I I I I z
/ 101 `iac \ ~ \ \ ~ / ~ ' \ ,~m~ ~ BLDG TYPE N BU LO NGS UN T5/BLDG TOTAL UN TS p ~ Z p
I\ ~ \ t~ c - \ tag, \ \ \ \ \ I' U / / A 3 12 36 Q ~ ~ j
~ % r-- s ~ ~ A \ e \ ~ - ~ A \V \ ~ 1 ~v \ / B 1 12 t2 J W ~~o ~ ~
. ti ~ \ \ \ o~ U \ C 8 8 64 ~ ~a~-~~~-
~ \ \ ~ \ ~ \ \ \
~ \ ~
~ ~ \ ~ ~ e c. ~ / s \ ~ ~ \ d ~ \ E 4 a 32 ~~1LiTY p~N~ ~ ~ \ ~0 ~ ~ F 3 12 36 07~
Y• BL G ~ \ ~ ~ ` \ \ ~ ~ \ ~ ~ j TOTAL 26 N/A 236 ° p
/ - ~ ~ \ / PPE D 8 G. ~1 ~ ~ A: \ \ / ~ ~ \ -201 I
\ l ~ ~ ~ ~ \ ~ \ / 1 ~ ~ , 1 ~ ~ ~(ry i ~ / TOTAL LINEAR FEET OF PUBLIC STREET = 4,0701 LF J w ~ ~ }i; \ ~ ~ / ~ ~ TOTAL LINEAR FEET OF PRIVATE STREET = 272f LF Q o D m
I / ~ ~ ~ \ / \ \ ~ ~ 1 \
1 ~ ~ ~ F /
I \ ~ \ / ~E: 834.40 - ~ \ I I ~ ~ FF 7 40 \ I
l / ~ ~ I ~ ~ o V' /
/ \ / / , _ I / \ ~ 1 1 1 I ~ \ \ N / / 1 ' ^ ~ \ BEFORH: Y OU DIG'.
I~ \ ~ / I 88.4 / 1 /III CONTACT ONE-CALL C'ENTE:R
/ / l / \ ~ ~ / l-SOQ-632-949
I 1 / \ - • ~ 1 \ / ~ i. • , 1 / r / / \ ~ ~ C
~ ~ ~ ~ \ 1 I s / ~ ,
. I/ / / \ a \ I I 1 ~ ~ 1 / II, l • I I ' 1
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II • FFE. 838:4 / / ~ / ~ ~ / / I • \ ~ \ # DATE ISSUED FOR
~ ~ ~ ~ ,~.a ~ ~ ~ 1 / P - \
~ 1 ~ / s 1 / / _ ~ . ~ \ ~ ~
/ F ~ \ / .46 ~ I / etncc. 4 1 ~ \ ~ ~/1 ~ \
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~ / e I J / / ~ vim" r 1 I 5 ~ ~ i~~Q 8 - E ~ ~ ~ ~ \ \ 1 7.08.08 QUQIC ~ fAO~I CO(IRQ ~K
I W L ~ ~ 1 / . _ I - - 1 I ~ \ N IN Tai W/ LEVEL SPR ~D;ER/ / ~ / \ \ ~ \ \ ~ PROJECT N0. E-1014
I 1 1 ~ LDG. X15 _ ~ / 1 / / ~ \ .J' TYPE E ~ ~ \ ~ I ~ - - ~ \ \ DATE: 07,08.2008
J /FFe. 38. '0 SCALE: 1"=50'
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F \81I _ 1 r 9.40 I l
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MATCHLINE NOTTINGHAM PLACE(SHEET C-9) MATCHLINE NOTTINGHAM PLACE(SHEET C-9) i inch = 50 ft. WI FINAL GRADES(1 of 2)

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INFlLTRAiION TRENCH !4 CROSS-SECTION N.T.S !OSS-SECTION ~ qq~ MIL nor ~,~„~s ~e ° ti ~ ~ a o r 0,~ ~ yl v a c ~ J~ J
INFILTRATION W SURFACE V M c,, LAN iNC R i= v 'J' 0 ~ F~
TRENCH ~ L AR A OLU E E ~~M'%~ r ~ L~• W ~ J y I
11 CITY OF ~ c" 3 ~ s
INFILTRATI N TREN H 0 C WINSTON-SALEM c s = u , z ~ LE ~v~
N,T.S. CENtUFV pgrs SNApy ~,PP l,y ~ ~ w ~ z r ~ mac.. U:,~_ CI • J `i f 1 j «
2 Q ~ y~ 4 ~ C~ f
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o~ RC1' 0• N MATCHLINE MATCHLINE NORTH N.T.S.
~2~ C10°R TTIN H M P - NOTTINGHAM PLACE SHEET C-8 ~s NO G A LACE SHEET C 8) ~ ) U
~P I ~ ~ I ' 1. 18 1~ / 1, _ `c,`~~C SITE INFORMATION
~p B C. ~ I / ~ - I ~ / d- ~ / w
I i 18 6 ~ / E ,!8 9G' 4 I / I 1 G. 26 ,1 ~ 7 / a~y" ~ BLD If ~ /r OFF-STREET PARKING (n O
a6 /B / _ 5 ~ ~ E / 1N A6- ER / ~ ~ / / / P G / \ I ~z\ z~11r~. W
G U 5a / ~ / ~p 1 0 R / 0 ~ ~ 6 1.. / / _ ~ ~ ~ ElQST1NC ZONING: ~S-0 PROP0~0 USE(S) ~~+nu, enc. wul.nvAwl. W I ~ h~ ~ \ PROPOSED ZONING: RM8-S PARKING CALCUUTIONS: CALCS BELOW !!r (-i ~.D tQ
Rp 1R~ I I ~ 8 4 / ~ c .o, / ~ 12 ep •i SEE' 95.40 ~ NS ~ ' ~ . /G~ \ TYPE OF RENEW REQUESTED: REQUIRED PARKING: 412 SPACES N "'N 9 ~ - ~ MUIn-FAMILY RESIDENnAL PARKING PROVIDED: 435 SPACES U ~ Ln
l ~ ~9 1 5 l \ / i l 1 i I.
I / - F : 83 .40 ,A ? ~ ~ ~ / ~ / l 8, \ \ _ I ~ / I I / r - ~ U N OO / , SITE 5ZE AND. C044tAGE - ~ i
1 \ \ ` I I ,186 I / / ~ 46 ~ , / ~ _ \ / ~ ~ REQUIRED NG/UNL SPACES: Z 00
I 96~ o I 1 / / / I / 5a I \ \ ~ / /N a ! / P1 P I ~ \ ~ 4 ~ / ~ TOTAL ACREAGE: 28.18E ACRE(S) _ / ~ SITE COVERAGES: ~ ~ ~ LOADING NG FRONDED:
off' ~ ~ / G B 5 5 I Reza l - \ ~ / RpV 1R~ ~ / a ~ \ / ~ ~ / / / , ~ BUIl01NG TO UND 12.50 X N ~1 ~ ~ ~ / 8g, PAVEMENT TO LAN0~21.14_z X _FT. rr~ ~ ~ fK)
1- ~ OPEN SPACE X6.16 X W V m / / \ ffi!~S W ~ ~ W ~r..
~S I ~ ~ / pl ~ / W / / ~ TYPE~F' / 5 / ~ i / / ~ I i / - / / ~gpfr- TOTAL 100 x ADJOINING ZONING: RE90EN7>AL Q~ ~W-+ ~S
/ / ? \ - ~ - -894.' / / / / / //i / ~ _402 \ ~ / / / / / ~ / ~ , TYPE REQUIRED: TYPE 8 ~ W ~ O
6,1`}/ 4'~ / / ice- \ \ 0 ~ / / / BUILDING SQUARE FOOTAGE:15~~SQ.fT, 1MDTH REQUIRED: 15~ MINIMUM BUILDING HEIGHT: 2 ~ J STORY FENCE DPTON: YES 1L_ ~ w V x w
1N~a9 a Lpy , / ' / / / \ \ DENSITY cALCUIanoNS Z ~ G
pCK G ~,t I / / Ald. ? / - BUR R, ~ ~ \ ~ ~ ~ i / / Y ~ ~85y` r / / ~ ~ NUMBER OF UNITS/LOTS: 2 4 UNITS/LOTS Ln ~
RO ~RCLE Np - ~ \ \ / ~ / / i 121 p 0, ~ ,<102 ~ 8~ \ / ~ / / / ~ ~ / ~ WATER:_~L_PUBLK; PPoVATE DENSITY: 7.95 UNITS/ACRE OR LOTS/ACRE Q / ~ SEWER:~_PUBUC PRIVATE REG AREA REO'D:100 SF/UNIT OR 0.31 ACRES CJ Q
~ ~ STREETS- PUBLIC ~._PRIVATE REG AREA PROVIDED: 164,000 SF 3.76 AC ~
.~x ~ \ ~ ~ PROPERTY INFORMATION W
:~5~- \ ~ aQ,g ~ ~ B . X24 \ \ ~ ~,o / / \ A portion of PIN 5896-75-5393 Block 4638 Lot 101 ~ \ k
58 4`r.0 LD~18 \ \ ~ P1 ~ ~ I\ - \ B G. 3 ~ ~ ~ \ PIN 5898-84-1884 Bloek 4635 Lot 013
~K R \ TYPE E \ \ 8~ ~
RAY pR\ SgA. ~ ~ ~ v cLE\ 2~ - FEE: 8 3. \ ~ ~ - - ~ ~ - ~ ~ BUILDING TYPE BUILDING DIMENSIONS N0. STORIES
1 ~ o, C \ \ ~ O \ \ - S ~ \ - / / \ ; ~ ~ _ mss- _ ~ A 96' X 54' 3
\ \ \ \ \ - - ~ \ \ \ ~ ~ B 104' X 54' 3 ~ C 93' X 74' 2 ~ d,°~ ~z
~ - ~a 8 ~ - - D 9T X 76' 2 `'S! F N o v
_~187 \ \ \ 5 6 ~ T 12 \ ~ 1- . PIN LO ~ ~ \ ~ ~ \ E 106'X80' 2 F~~ Z ~N~~~o~
OCK 638 RGE ~ \ 1 ~ F 96' X 54' 3 ~ O °~~aooo c~,~ n a ~
121 CIRC N 2a 84 \ " ~ ~ ~ o l •r U ~00~3 ~cI
BO ~ ~ ~ ~ wANS ~ ~ \ ~ /
\ / 1 ~ i 1 ~ / / / ~ PARKING INFORMATION Z ~ «m~ °~~N
\ / / a \ / / / • / W ~
~ 1 1 • f ~ / a W 1 ~ / c, i IN 5 - d \ I \ / / ~ P _ ~ - BLDG. 2 ~ / / ~ ~ / MULTI-FAMILY p Q a
LOCK 638 LOT 73 ~ Q~ / / / / 1 • LS KA EN L ~ I TYPE ti / • ~ /a RT A. WE y ~ ~ / / J~ z / fig- / 1-BR = 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ U- Z w
OBE 1 \ i , K R. I W ~ / W R I I / 1 83 M DOWL ,I I g ~g I / / / 6~ 6 ~ / /a/ 2-BR = 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES ~ J / / / 3-BR = 2,00 SPACES PER UNIT: 32 UNITS 64 SPACES 00.0 t ~ I
NC 2 ~ / a WI STON-SALEM ~ \ TYP C Q I ~ / / ~ 1 HC w i a , i TOTAL: 224 UNITS 382 SPACES p I Q ~ ° c z / / / CLUBHOUSE: 0 N U a o.
I ~ ~ ~ 1 I / / / / ~ ~ / / / ~ 1 SPACE PER 200 SF: 3,3001 SF 17 SPACES ~ I Z J = ~ ~
1 ~ / ~ I FFE. 8 .40 / / / ~m 1 1 / ~Q / ~m~OA' / / POOL: Z 3 ~ ~ ~ ~ ~ N o a / / 1 SPACE PER 100 SF: 1,200E SF 12 SPACES
1 I / _a~ I / ~ V ~ Q, IN 5 96- -434 f _ • ~ ~ / rn ~o ~'o n ~ / / ~ TENNIS COURT: C 0 O ~ w ~ o a I
I ~ - ATE) I / / ~ / P L-9C tOt F 39.4 ~ / / / ~o c, I / ~ i ~ / 4 SPACES PER COURT 1 CWRT 4 SPACES ~ Q_ 0 ~ `m / / / TOTAL. OFF STREET PARKING REQUIRED: 415 SPACES W Z zv a O ~ n
OBEk A. W _LS K N / / / / / / / / ~ ~ z I , / M A W ARK R - 083 DO ~ 1p / / / o c, T2 ~ a cna~a , ~ / TOTAL OFF STREET PARKING SHOWN: 416 SPACES Q J ~
~ ~ / / I I WINSTO -SALE NC 4 i / / 6 20 ~ ~ • r ~ / / (INCLUDING 12 HANDICAP SPACES) Q E w
~ 1 , a ~ v o I d / ~ / / / / / o / W / / / ~ 0 to o / / O Q N OQi
/ I l ~ / _ / / / / / . / / / I / /
1 I ~ o / / / / i / / I I / / / / / / / / ~ ~ BUILDING SUMMARY ~ ~ o; ~U~' ' ~ / ~ N Gl. ~ o O Z cv
wW. 10 / / / / / / / / ~ I I) BL G. ~ 1 ~ / , I / I 1 E / / _ / / / / / / / / % / SLOG TYPE ~ BUILDINGS UNITS/BLDG TOTAL UNITS p z ~ ~ ~ o ~
_ 1 I ~ / • / / / l ~ r / ~ / / / / ~ A 3 12 36 Q ~ ~ ~ o g a~~
I / ~ BLDG X20 83O.s1•$ B / 0"~ / / ~ _ N / se / I / TYP c ~ / - - B 1 12 12 p ~ L1:1 m ~ U m o •
~ ~ / / • ~ 0 1 q~ / 1 / / / / / ~ / _ ~ ~ ° - C 8 8 64 C ~~~~-~a _
l ~ ~ ~ I ~ ~ l / G / / ~ ~ ~ - _ ~ \ / aee'
~ ~ FF,~ 836 / / / / / i ~ _ - - E 4 8 32 v(1LITY p~
/ / ,1~" i .t ~ i 8 / \ / / ,T - aee- _ - _ F 3 12 36 ~ a4 T~
1 4~' ~ I ~ ~ / / / ~ \ / 1 / I ~ / / ~ . 2 .gQ2 ~ i ~ l , ~ TOTAL 26 N/A 236 ° 0
/ l / ~ - I ~ / _ I, / / / /
I , TOTAL LINEAR FEET OF PU6LIC STREET = 4,0701 LF ~ ~ y a i / ~ - TOTAL LINEAR FEET OF PRIVATE STREET = 272E LF ~ v D
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PIN 5896-74 4342% / Z' w I ! 0 / / ~ / o~C i ~ ~ ~ I n / / ~p° / ~ / / / i
I `h ~ ~i BLOCK 4638fL0 076 Q ~ V / / • / ~ rn~ J 6 ~ / - - --~o~- / / ROBERT A.' WEL & ~ ~ ~ / ~ ~ / / / i
~ / I / KAREN WELLS/ N ~ ^ / ~ ~ ~ ,O ~ I ` -$+0- i / ,8 i / ~~0 ~ BEFORN;1'Oll p1G'
1083 MEADOWLARK/DR, ~ I 1 / ~ / / ~ / 1 e / - / T N- M N 06-9746 r Z ~ / ' T ~ C / 0 ~ ~t•~ i / / / / ~2 / - CONTACT ONF,-CALL CENTER
WINS 0 SALE C 2 2 ~ v Y~ /'I~k / / ~ ~ o.?~ / ~ ~ / ~ / ~ 8~ / 1-500.632-4949 / /
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/ / ti q( / i' ~ / ~ / i s~ S / / / r ~ / p N
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/ / / / / ~ f~ ~ / e~ / / / ~ / ~ n / / / ~ / / _ - .--82'2- ~ / / / ~ / / / / ~ r- = 024442
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/ / ~ ~ / / / -g / ~ -8-2 / / / i ~ 8~ / / / / / /i ~ ~ / / / ' •~N.r..,.. N'r•,
/ / / /
/ / / ~ -s / ,~o / ~ / ~ ~ # DATE ISSUED FOR
~ / ~ o / . ~ / 836 ~ _ / /
/ To` ~ / / ~ I ~ .i ti ~D' j/ / /
/ ~ ~ / ~ 6 .-~i / / / o / ~ 0 b e- / / ~ ~ ~ 0'' ~ ..8- i / ~ ~
o / ~ / / e~ / p.y ~ o.--e / / ~ \ / / / / ~
o ~ -a ? N i / / / ~ / /
~ ~ ~ / / \ / /per / ~ z a ~ I ~ S9 , ~ / / / / t ( / / w ~ - \ 2 / ~
/ \ / ~ WAD 4 ,o I L \ 0 0 / o o ~ cn ~ $ I / ~ \ _ \ \ /
/ / 1 / \ \ / / . ~ / rr ~ ~ ~ / i / 5~ 1 7.08.08 (n1U161 EPD9pl IPPROYIi.
1 / / \ / / I Q \ ~ / / / / co 0~ w
/ / ~ ~ / PROJECT N0. E-1014 r
~6\~`y~ / u~ \ / / / / - ~ / rr rn O y Q V a. w ~4 ~ / / / / ~ ~ / ~'6 DATE: 07.08.2008
SCALE: 1"=50'
/ a
/ DWG. BY: DF
Ln~Z Q.MQ]-3 CHK. BY: MBW
GRAPHIC SCALE C-9 50 0 25 50 100 WATERSHED PLAN
1 inch = 50 ft. wl FINAL GRADES(2 of 2)

. ~ LANDSCAPE NOTES \ ~ \ ~ \ PE NOTES: ~ ~ c ~ ~
1. THE PLANT MATERIAL SH~ V MATERIAL SHOULD CONFORM TO THE CURRENT ISSUE OF THE "AMERICAN ~,~.4 ~
STANDARD FOR NURSERY S' NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF ~ v ~ ~~:I:
~ ~ ~ NURSERYMEN. AT INSTALL AT INSTALLATION, TREES AND SHRUBS SHOULD BE AT THE SIZE g ~ ~ ~ ~ ~
~ INDICATED ON THE TREE AN \ Q, THE TREE ANO SCHEDULES. GROUND COVER MAY BE AS SEED OR G ° ~ ~ ~ G
• ~ PREFERABLY PLUGS. i _UGS. ~ ~ ~ 8 ~ ~ s . ~y e FLEETWOOD CIACIE a x y ~
- 2. BALLED, BURLAPPED ANC ZLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED P° ~ ~ ~
DURING THE FOLLOWING PEF ILLOWING PERIODS: MARCH 15 -JUNE 30 AND SEPTEMBER 15 - G ~ a ~
A NOVEMBER 15. GROUND C0~ E , ~ GROUND COVER, EXCLUDING GRASSES AND LEGUMES, CAN FOLLOW TREE ~ ~ ~ ~
` AND SHRUB PLANTING DATE ANTING DATES. GRASSES LEGUMES SHOULD BE PLANTED IN THE SPRING ~ ~ y ~ Roe,NNO°o Ra o ~ ~ c c n'*
OF THE YEAR.
~ C o0L U V ~ ~
" 3. THE CONTRACTOR SHALL C~ PLANTINGS. THIS SHALL BEC ACTOR SHALL MAINTAIN A ONE YEAR REPLACEMENT WARRANTY FOR ALL qo~. ~ Ma~ ° or~ ~,M„s ~ N x ~ 0. S SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE o~ ~ ~ c h ; I
INSTALLATION OF ALL PLAN' )F ALL PLANTS. PLANT REPLACEMENTS SHALL BE IN ACCORDANCE WITH ~ ~ " ~ f r~ p ~
THE MAINTENANCE SCHEDUL t~,, lAN NC OR. ~ ~ 7 ~ h 'a'a ICE SCHEDULE. ~~u~;, ~ ~ ~ ~ ~ , ~ f
crrv of ~ ~ ti e v
VVINSTON-SALEM ~ ~ s 3 ,c ~ x i ~ v F r
E nr C.~ r.t CENTURY ~qA,s SNAOY ~PPI_ (N W v. 3 Q a
15 ( F< c' ~ rl Ci F
~ U L C ~
Ems.. S
BIORETENTION ARC FAR TION AREA NOTES: " ~ ' ~ ° ^ " ' (Y C~ v ~ G j C r.
5
1. PLANTING SOIL SHALL B T A CLAY CONTENT WILL BE 10 TOIL SHALL BE 65% SAND, 10% LEAF MULCH, AND 25% SILT. MAXIMUM VICINITY MAP T WILL BE 10% OR LESS BY VOLUME. NORTH N.T.S.
S r
B F 2. PLANTING SOIL SHALL H TOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS BY WEIGHT: ~
PH RANGE: 5.5 RANGE: 5.5 - 6.5 SITE INFORMATION
ORGANIC. MATTEf ~ ~ MANIC MATTER: 1.5%-3.0% L'
MAGNESIUM: 35 ;NESIUM: '35 Tbs. /ACRE ~g OFF-STREET PARKING Uj p
PHOSPHORUS (P )SPHORUS (P20s): 100 Ibs. /ACRE ~l ~
\ POTASSIUM K2C ( 'ASSIUM (K20): 85 Ibs. /ACRE PROPOSEOOZONNGR~-s ~ USE(s)aEpoeNnAL SAC. r" I.~ TYPE OF REVIEW REQUESTED: PARKING CAICULAnONS: SF,LF~CALCS BELOW ~ ~ ~0 ~
' l SOLUBLE SALTS: i ; UBLE SALTS: NOT TO EXCEED 500 ppm MULn-FAMILY RE51DENnAL REQUIRED PARKING: 412 SPACES U ~ ~ In Ln PARKING FRONDED: 435 SPACES
PLACEMENT OF THE PLANT = THE PLANTING SOIL IN THE BID-RETENTION AREA SHOULD BE IN LIFTS OF ~ N N ~
~ 18" OR LESS AND LIGHTLY SITE SIZE ANO COVERAGE 1FF-S1~E ~ U ~ ANO LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN BE APPLIED
~ TO THE SOIL BY TAMPING REQUIRED NG/UN SPACES: Z pip ~ 3Y TAMPING WITH A BUCKET FROM A DOZER OR A BACKHOE. TOTAL ACREAGE: 28.181 ACRE(s) _ <C
~p 9TE COVERAGES: LOADING 48 LNG 5 ~PRONDEO: N ~ l~r., ~ BUILDING TO LAND -1Zu~_~ 00
3. SHREDDED HARDWOOD C HARDWOOD OR HARDWOOD CHIPS SHALL BE USED AS MULCH. OPTIMUM AGE PAVEMENT TO LANOZL3.4_x x Z
~ OF THE MULCH IS 12 MOH' J ~ IS 12 MONTHS. MULCH SHALL BE CLEAN, FREE OF WEEDS, 501L, ROOTS, D~ ~A~ 68.16 X a ~ a~eaa~ "-a Z d w
PLASTIC, ETC. Q TOTAL 100 Z ADJOINING ZONING: RESIDENnAL r-a TYPE REQUIRED; II ~ W ~ O
~ ~ 4. IR NTiNARA N B 0 ETE 0 E U I ON AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC ANO SHALL BE BUILDING SQUARE FOOTAGE:1 1 fSQ.FT. 1MDTH REQUIRED; 15 MINIMUM
UNDERLAIN WITH GEOTEXT1l BUILDNG HEIGHT: 2 do 3 STORY FENCE OPnON: YES_X.._ U) ~ ~ x (i-, TH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD T 'E TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES 5HALL HAVE AN INFRASTRUCTURE ~~n' cALCUUnONS ~ ~ ~ NUMBER OF UNITS/LOTS: 224 UNITS/LOTS I.17
~ APPROXIMATE GRADE OF 0 I GRADE OF 0.5 WATER_~LPUBUC PRIVATE DENSITY, 7.05 UNITS/ACRE OR LOTS/ACRE Q
SEWER:~S_PUBUC PPoVATE REC. AREA REQ'0:100 SF/UNIT OR 0.51 ACRES U O STREETS' PUBLIC.`.l(_PRIVATE REC. AREA FRONDED: 164,000 SF 3.78 AC ~ 1S ~?LANTS LISTED ON THIS SHEET SHALL BE RANDOMLY PLANTED E-~
1 5. HERBACEOUS ~?LANTS LI p~~ B• THROUGHOUT TH~ BIO-RET TH~ BID-RETENTION CELL. ALL THREE SPECIES OF PLANTS SHALL BE USED. PROPERTY INFORMAnON W
~ ALC NO GROUPIN OF PLANTS I OF PLANTS IS PERMITTED. A parllon of PIN 5898-75-5393 Block 4838 Lot 101
0~ ~ i ~ NOF 6. CONTRACTOR, IN THE C1 / Q Rp 1R, IN THE CONJUNCTION WITH THE SOIL TESTING FIRM, IS TO ENSURE THAT PIN 5896-84-1854 Block 4635 Lot 013
6 Rq~ THE SOILS ON FILL SLOPES y FILL SLOPES HAVE 95% COMPACTION.
BUILDING TYPE BUILDING DIMENSIONS N0. STORIES
54' WEIR A 96' X 54' 3
8 104' X 54' 3 ~
C 93' X 74' 2
0 97' X 76' 2 ~ ~ o~ s ~ E 106' X 80' 2 Z ~ ~ ~
F 96' X 54' 3 ~ ~ .~L' ~
PARKING INFORMATION Z ~ ~~ffi~:~~N
~ ~ ~ MULTI-FAMILY ~ ~ Q w
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES ~ ~ tL ? M i
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES ~ O ~ s ~ ~ 3-BR - 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL: 224 UNITS 382 SPACES p i Q ~ g ~ ~ ~ N
. CLUBHOUSE: p U Z ~ ~ ~ 1 SPACE PER 200 SF: 3,3001 SF 17 SPACES I ~ I ~ ~ 6
r POOL: Z ~ • ~
1 SPACE PER 100 SF: 1,200} SF 12 SPACES m U H ~ ~ ~ ~ a ~ N TENNIS COURT: ["4 Q I- ~
r ~ • 4 SPACES PER COURT 1 CDURT 4 SPACES ~ 0: ~ ~ ~
n r r TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES (INCLUDING 12 HANDICAP SPACES) 0 14 ~
1' = 20' Z ~
BUILDING SUMMARY ~ I- s°~ Z O O N CT O
BLDG TYPE ~ BUILDINGS UNITS/BLDG TOTAL UNITS p ~ Z ~ ~ ~
610-C NOTE ELI. S
1. 810-CELLS TO SERVE AS TEMPORARY RIP RAP BERM BASINS. A 3 12 36 ~ W
2. CONTRACTOR TO INSTALL OUTLET PIPES TO LINES AND GRADES B 1 12 12 OU O W
SHOWN ON PLANS. C 8 B 64 J~ C ~~a~~~°
3. CONTRACTOR TO RESTORE BIO-CELL VOLUMES AFTER SITE IS D 7 8 56 ,~`pr1 ~$l~,~
STABILIZED. E 4 e 32 ~~J~ ~'(IL i TY pR`''?~~`
4. CONTRACTOR TO GRADE BIO-CELLS TO IMTHIN 0.10 OF PROPOSED GRADES. 5. OWNER TO INSTALL REMAINING BIO-CELL PIPING, SOIL MATERIAL AND PLANT MATERIAL FOR EACH BIO-CELL. F 3 12 36 ~j ~ I~~
TOTAL 26 N/A 236 ~ 0
TOTAL LINEAR FEET OF PUBLIC STREET = 4,0701 LF ,r ~ Z
TOTAL LINEAR FEET OF PRIVATE STREET = 2721 LF ~ z D
~ n
IF STORMWATER INUNDATES THE BIO-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE BIO-CELL IS NOT
FUNCTIONING AS INTENDED ANO A PROFESSIONAL ENGINEER BEFORE: Y'OU DIG!
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING CONTACT ONE-CALL CENTER
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL. 1-Ai>n-632-4949
MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS ,1,~~~Nnwgp~~,
RSH CAIPp(I ~~~E'FSsipNgNq
INSCRIPTION ML'fHOD IRI?QUENCY TIMfiOFYfAR TOP OF PONDING SOIL
ELEV. = 775 50 TOP OF MULCH AND INSPECT AND VISUpL MONTHLY MONTHLY r = SEAL
R PAIR R ! BOTTOM PONDI77 ELEVATION -__E_9$ BIO AREA 5.00 024442
ORGANIC LAYER REMULCH ANY Y HAN ~ . ~ ~ cs''fNGiNf.`~~'` ~
V010 AREAS B D WHEN NEEDED WHEN NEEDED ) y ~~~~q nB~iW+~~`,``
`J REMOVE PREVIOUS MULCH ONCE EVERY
LAYER BEFORE APPLIING BY HAND TWO OR THREE SPRING 6" PONDING DEPTH NEW LAYER OPTIONAL) YEARS
ELEV. 776.00 ANY ADDITIONAL BY HAND ONCE A YEAR SPRING _ 3° # DATE ISSUED FOR
MULCH ADDED 3 ~ , ; I I _I I _
PLANTS -1 ~ I =1 -1TI-1 1=
REMOVE ANO REPLACEMENT SEE 3/15 TO 4/30 II OF ALL DEAD ANO DISEASED pLANTiNG AND III' ~=I t5" ADS-N12 = .BOTTOM OF MULCH
VEGETATION CONSIDERED SPECIFl- 10/1 TO i i /30 I ~ . :I ~ I OVERFLOW I ~ AND TOP OF
BEYOND TREATMENT CATION III, RISER I= pI.ANTINC SOIL
TREAT ALL DISEASED MECHANICAL N A ARIES, DEPENDANT ON INSEC li- I III Mlxr R TREES ANO SHRUBS Y H / OR DISEASE INFESTATION " H R r R PLANTING S it MIXTURE = a'-0" U E ORB ANO 3 A OWOOD MULCH LA E I III ELEV: 774,50
WATER OF PLANT MATERIAL =I FILTER =
SHALL TAKE PLACE AT END IMMEDIATELY ~ FABRIC I~I 1 7.08.08 tAIIgIC d Cpl COi1Ra IPPROVN1l
OF EACH DAY FOR 14 Y AN AFTER =I ELEV.=774.00 I= CONSECUTIVE DAYS ANO B H D COMPLETION OF N/A ~ I ~ PROJECT N0. E-1014
AFTER PLANTING HAS BEEN PROJECT II _ = i I.
rc~vl FT~n _ _ _ DATE: 07.08.2008
REPLACEMENT OF SUPPORT BY HAND ONCE A YEAR ONLY REMOVE SAND STAKES STAKE IN SPRING SCALE: 1"=50'
REPLACEMENT OF DEFICIENT 15" ADS-N12 PVC PERFORATED UNDERDRAiN DWG. BY: DF
STAKES OR WIRES BY HAND WHENEVER NEEDED WHENEVER NEEDED OUTFALL
INSPECT PLANTS TO ENSURE AFTER PERIODS CHK. BY: MBW
THEY REMAIN HEALTHY; VISUAL/BY OF PROLONGED WHENEVER NEEDED REPLACE AS NEEDED WITH HAND BIORETENTION AREA CROSS SECTION GRAPHIC SCALE c.10
SIMILAR PLANTS. INUNDATION N TS 50 0 25 50 100
1 B10-CELL
1 inch = 50 ft. RETYENTION POND #1

FOR SETTLEMENT ~ ~ ~ ~
DESIGN z 8
TEMPORARY SLOPE DRAIN DETAIL - ~ z," ~~'F 8 ~~s ~i.
NTS ' MAV Mq~ CONSTRUCTION SPECIFICATIONS G ~ ~ w E ~ J
_ _ ~ ~ 1, CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT Of ALL 1ECETATION ANO " ~ $ ~ ~
- S»P-.i~ $~Z: aura (rro.l Vl ~--fTT=1lT=_ - DRIVE S1EEL FH)STS 1e' NITO ATTACH YYIRE FENCE m POSTS AtiO ATTACH TIE FILTER FABRIC TD THE wRE E~° ~1-I i I=1 11- 1.5 FT - 4 FT MIN _-I~ I I lTG'~~~1;,IIG~^~~~ ROOT NAT. REMOVE ALL SURFACE SOIL CONTAINING HK;H AMOUNTS of ORGANIC MATTER, AND ~ , ~ - 1's ~ i I I I-I I ICI I I. u1~ STOCKPILE OR DISPOSE OF li PROPERLY. HAUL ALL OBJEC110NABLE MATERIAL TO THE ~ E
AND EXCAVATE A e' x e' TRENCH UPHLL EXTEND THE BOTTOIA aF THE FENCE FENCE ANO ExTENO THE BoTTGM GF THE ~'xu• [urn+e[w . e' M10 THE EXCAVATED TRENCH. FABRIC e' INm THE TRENCfI, ~Rma - ALONG THE UNE OF POSTS _ I OESICNATED pSPOSAI AREA. s ~ ~ C
5 FT NAX FlLL F1LT fT I III= -III- 2:1 SIDE « ; I -1 SLOPE NAX Z, ENSURE THAT FlLL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, $ ~ ' ~ FlLL I- I I ORGANIC MATTER, AND OTHER OBJEC110NABlE NATt_RIAL PLACE THE FlLL IN UFTS NOT TD a
_ fA8 _I- ABRIC i:t SDE - ~ EMERGENCyyy BY-PASS ~ ~ ~ ~5 f 1- ~ EXCEED 9 INCHES ANO MACHINE COMPACT IT. OVER FlLL THE EMBANKNETVT 8 INCHES TO ALLOW F ~ T g C ~
i I SLOPE NAX 8" BELOW TILED FOR SETTLEMENT, d -1 I I-III-, I_ I I I I-~ I, TOP of D ~ r
MAx a' , BET11EF11 3 FT MIN 3. CONSTRUCT THE OUTLET SECTION NV THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN ~ L+ o ~ y THE RIPRAP AND THE Shc FROM PIPING BY USING FlLTER FABRIC OR A KEYWAY CUTOFF w - c " "
PosTs , ~ NATURAL GROUND AL GROUND I TRENCH BETWEEN THE RIPRAP 5TRUCTURE AND THE SOQ.. ° ~ ~ " M ~ ~
'r+DD MYOC Miuc'x[D ~ ? ~ ~ ~ ~ \ SS1t a }I/KAtt A) PUCE THE FlLTER FABRIC BETWEEN THE RIPRAP AND SON.. EXTEND THE FABRIC 9 ~ Q ~ < 'c' tilliW AgtOSS THE SPLLWAY fWNDA1iON AND SLOES TO THE TOP OF THE DAM; OR ~ ~'y ~ ~ r
/ / ~ ~ TO DQ$i5 ¦m LCNCm7 ` ~ ,,pCA ~ ,~t ~ ~q ~ a rMr[ xcalm+ra ~[u[ aosT B) EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLNiE OF THE SPILLWAY FOUNDAl10N ~ ~ ' ~ .c EXTENDMG UP THE SIDES TO THE HEIGHT OF THE DAN. THE TRENCH SHOULD BE AT LEAST 2 N o ~ ~
,gyp Ce \ \ .~,Y'\ ~ MIRED YCVRECY r0 KNhCF[ ` fv' / ~~~i f~' ~ i / ~ '~iv aosrs rxsT awe[R '\\i\ e V\ ` \ asz a 7JIKAtt rau fT DEEP AND 2 FiT N10E WiTH 1:1 SIDE SLOPES, 2 ~ 8 a ~ ~ . ' J
" ' 9AFFLE INSTALLATION -STEP 1 awn n my rtAD scab aMxecR ~-fII N G. 5 FT 4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF 1HE SPILLWAY TO ° ~ 'n y
STEP 4: tsz a 9DRrAtt AR[M 1 I~ ~ MIN. ~ E >r` ~ ~ fACIUTATE SEDIMENT CLEANWT. v ~ ~ ~ ~ c v b ~
BACI(F1LL THE iRENCH AND OOMPACT aunn ta[ THE Sql FHTMLY TO ANCHOR THE ~I~ M07[S Isz a sDar.c[ arc 1.5 FT 5. ALL CUT ANO fN.l SLOPES SHOULD BE 2;1 OR fuTTER. E E ~ " 3600 CU FT ACRE ~ ~ ~ .D ~ 3 c
BOTT011 OF THE 51LT FENCE Sb THAT oRnc s' srttl a0sr MT [fyr se' l~~j 3600 NTO SDUD CRWND. ~ RUNOFF IS FORGER TO GO THRWGH THE PARE FENCE 'HOD MIRE' T. VY SrAq,[5 I' ARART xOR120xr,,ltY 1Z"MIN. 1 12"MIN. OF NCDOT X57 ~ b ~ 8. ENSURE THAT 1HE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MMNIMUM v c « v ~
FENCE AND CANNOT GO UNDER IT. STE0. P05T5 r'„~ (14 CADGE PATH MAX MxD ccRncx[r ro MrrAa ,x[ \ OR 7 Y rAemc ro m[ xoo M'R'E. 1~ MESA SPACING ~ 6 N, z svMCC rx[ eM[n[s Acca+axc ro PERSPECTIVE VIEW OR X67 WASHED STONE z'1 MAX. BOTTOM WIDTH OF 3 FT AND MAXIMUM SIDE SLOPES OF 1;1 THAT E%TEND TO THE BOTTOM OF ~ c ~ r ~ ~ ~ THE SPILLWAY SECTION. ~ ~ 3Q a $ ~ = O9 w G: N .ryj ~ q
rx[ MvRRav[o R[Ax. rtxtt Axo rADR,C 1, mC fLOro a M BA9N N rME RDR(0 N m[NCH ~ 7. CONSTRUCT THE MINA~l1M FlNISHEO STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE ~ ~3 ~ ~ ~ m f
Fq.IER FABRIC SEE an[r rox[ Axo e[Rxs sxaw HEIf11T: SPECS. FOR MATEPoAL e[ s[co[o Ixx[aM¢lY 1i1[R Tro a eurt[ mrouto e[ e' PLANS, YMTH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FlllEO E1r18ANKNENT. C N u` r ~ v
MAX 3' BOTTOM OF FLIER MUST m eASN n casrauc¢o ena. ,roam[ gCRx MAT. 1' BE PLACED NV 1RENCH e',e' +z[xa, \ BO11DY OF YARE FENCE AND AND SECURED BY PUCINC eaxruro Ale) aA. , KEEP THE 1HICKMESS OF THE SIDES OF THE SPILLWAY OU1lET STRUCTURE AT A MINIMUM OF 11 ~ pp^~ ' a' ~ S c 3 ~ % - INCHES. THE WEIR MUST BE LEVEL ANO CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY, ~ w u U ~ E u
fLTER FABPoC BURIED e' ql WASHED STORE TO A HEIGHT cwRACi[D ExCAVATEO 1RENCH. OF e' ABOVE GROUND LEVEL 1 S ~ FlITER FABRIC 8. MATERIAL USED R1 THE STONE SECTION SHOULD BE A NMfFII.-GRADED MIXTURE OF STONE
CROSS SECTION TWTH A dS0 SIZE OF g INCHES {cuss B EROS10q cGNTROL STONE IS RECONNErgED) ANO A
-11-I-I II II-II MA%IMUN STONE SIZE OF 14 INq~ES. THE STONE MAY ~ MACHINE PUCED ANO THE SMALLER STONES WORKER INTO THE VDIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD,
~ ~ Ti~~fi vosr oat BAFFLE INStALLAT10N -STEP 2 h1AIIV7'ENANCE ~ ~ Te INTD cROls+o ~fAIIV7'ENANCE ANGULAR, ANO HIGHLY WEATHER-RE5ISTANL r , NSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFlCANT {1/Z . g, gSCHARGE INLET WATER INTO THE BASIN M A MANNER TO PREVENT EROSION. USE V
~ ~ \ \ • - _ INSPECT 1111PORAR' ~ INCH OR GREATER) NCH OR GREATER) RAINFALL EVENT ANO REPNR NAl1EpATELY, REMOVE SEDNiENT, AND TEMPORARY SLOPE DRAINS OR pVERS10NS WI1H OUTLET PROTECTION TO AVERT a
SILT FENCE BAFFELED FILTER BASIN RESTORE THE TRAP ONE-HALF THE DES IESTORE THE TRAP TO IT'S ORKNNAL pMENSIONS WHEN THE SEDIMENT HAS ACCUNUUIED TD gp~ENT-LADEN WATER TO THE UPPER END Of THE POOL. AREA TO IMPROVE TRAP EFFlgENCY, k!E-HALF THE DESGN DEPTH OF 1HE TRAP. PUCE THE SEDIMENT THAT IS REM04ED IN THE ~
DE9GNAlEO OISPOS NTS IMPANtEO BY SEDINI >E9CNAlED DISPOSAL AREA, ANO REFUGE THE PART OF THE GRAVEL FACING THAi IS 10. ENSURE THAT THE STONE SPILLWAY OU11FT SECTION EXTEIVOS DOWNSTREAM PAST THE TOE ~ ~ MPA6tED BY SEDIMENT. p' THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED ANO OUTLET VELOgTY IS ~
I. U5E A SYNTHETIC FA.1ER FABRIC OR A PERNOUS SHEET OF POLYPROPYLENE, NYLON, POLYESTER, OR POI.YETHYI.ENE YARN, WreCH IS CERTiIED CHECK THE STRUCT ACCEPTABLE FOR THE RECEINNG STREAM. KEEP THE EOCES OF THE STONE OUTLET SECTION ~
BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REWMYEMENTS SHOWN BELOW. DEPTH of THE SPIT 31ECK THE S1RUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIOpCALLY CHECK THE FLUSH IWTH THE SURROUNDING GROUND ANO SHAPE THE CENTER TO CONFINE THE OUTFLOW Lf) )EPTH OF THE SPILLWAY TO ENSURE ITIS A MINNaUM OF 1.3 FT BELOW 1NE LOW POINT OF
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULiRANOLET RAY NiHIBITORS ANO STAelU2FRS TO PROVIDE A MAVIMUM OF a MONTHS OF EXPECiED THE EMBANKMENT. ME ENBANKMENT.IMMEpiATELY F1LL ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTIY STREAM' Q `O ~AOESIGN GRADE. ANY RIPRAP OISPlACEO FROM THE SPILLWAY MUST BE REDUCED 11. pRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE 8YPA55 OUTLETS SO U ~ ~ ~ Cn
USABLE CONSTRUC110N LIFE AT A T04PERATURE RANGE OF O TO 11Of, GRAI IMMEDIATELY. 1HAT THE FLOW WiLL NOT DAMAGE THE EMBANKMENT. ~ N t ii 0
2. ENSURE THAT P0515 FOR SEDIMENT FF1dCES ARE EiTHER hINCH gAMETER PME. 2-NIGH dAME1ER OAK, OR 1,33 Ib/LBiEAR fT. S1E0. YNTH A -?I 2' Mei MINIMUM LENGTH OF 4 FT. HAKE SURE THAT STEEL POSTS HAVE PROJEC110N5 i0 FACAJTATE fAST}?NNC THE FABRIC. SEdMEN U'TER ALL SEDMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABIUZEO, REMOVE THE
sTRUCruRE Aid u 3. FOR RENIFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE YNRE FENCING MITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING ~ Ow AREAS, AND STA81l iRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING 12. STABNJZE THE EMBANKMENT AND ALL pSTURBEO AREAS ABOVE THE 5EpME1VT POOL ANO (,J r„I I UTEAS, AND STABILIZE PROPERLY. DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CDNSTRUC110N. ¢ ~ ~ H
OF B NNCHES. i8 MIN ' 13. SHOW THE pSTANCE FROM THE TOP OF THE SPILLWAY ib TEN: SEDMENT CLEANOUT LEVEL ~ ~O 00
Yeln~er~: 1~~L. - - 9~ X15 ~ _ _ T _ _ {ONE-HALF THE DESIGN DEPTH) ON THE PLANS ANO MARK IT NV THE fN:LD. o~ r~~ ~ C'~ ~
INSPECT SEDIMENT FENCES AT LEAST ONCE A YYFFK MID AFTER EACH RAINFALL -III-I (-I I (-III-III-III ~ I I-III-III-1 I I-I FlLTERMC EFFICIENCY e5>< (MM) MAKE ANY REQUIRED REPAAiS NIMEOIAIELY. 14. MSTALL POROUS BAFFLES AS SPECIFlfA IN PRACTICE 8.85, (POROUS BAFFLES) IN THE a M
1ENSx,E STRENCTII AT STANDARD STRENGTH- SHOULD THE FABRIC OF A SEDMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR 8' TYPICAL UTEST EpTK>H OF EROSION AND SEDMENT CONTROL PLANNING ANO DESK;N MANUAL, wa Z O w
2OX (NAX.) 0.0NGATIOFI 30 Ib,/Iln IN (MM) BECOME IN EFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
EXiRA STRENGTH- REMOVE 4EDNAENT OEPOSTS AS NECESSARY TO PR0IYOE ADEQUATE STORAGE ~wxo~ TEMPORARY SEDIMENT TRAP DETAIL ~ ~ x w
SO Ib/An ~ (MNI VOLUME FOR THE NEXT RAIN ANO TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVT1I0 UNOERMININC THE FENCE DURING ClEANOUT. CONSTRUCTION SPECIFICATIONS N T 5 ~ I.., ~
SLURRY FLOW RATE 0.3 qol/ep ft/min (MIN) REMOVE ALL FENCNiG MAIT]TIAIS ANO UNSTABLE 5EONIEIIT DEPOSITS AND BRING 1. REMOVE AND PROPERLY dSPOSE OF ALL TREES, BRUSH, SNMPS, AND O1FER ~ x
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUIINC DRAINAGE AREA OBJECTIONABLE MATERIAL HAS BEEN PROPERLY STABILIZED.
2. ENSURE THAT 1HE MINIMUM CONSTRUCTED CROSS SECTKxV MEETS ALL OE9p1 U D
REWIREMENTS SILT FENCE DETAIL
3. ENSURE THAT THE TOP OF 1HE DNfE IS NOT LOITER AT ANY PONIT THAN THE N15 DESIGN ELI:VAIN)FI PLUS THE SPECIFlEO SETTLEMENT. I
4. PROVIDE SUFFlCNIIT ROOK AROUND dVERSONS TO PERMIT MACHNE ~'j <<,
REGRADING AJN CLEANOUT. EIAANNMQIT
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN Ni PLACE LESS THAN 30 WORI(MC DAYS.
~ I~~~ I
MAINTENANCE
NFSPECT 1EMPORARY dvERSIOFiS ONCE A MEEK AND AFTER EVERY RANYFALI. MIMEDIAT0.Y REMOVE SEDNiENT FROM THE FLOW AREA ANO REPAIR THE
dVER40N RRiGE. CAREFULLY CHECK OUTLETS ANO MAKE iiM0.Y REPAIRS AS NEEDED. YAiEN tFIE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE I 'II~II I ~ IEI:t I~~ ~ MS ~wnroR me+a+ ,II I~I ~-11, ~ I III I~P.. ~ Z ~ ~ b
2~ THE RIDGE AND THE CHANNEL TO BLEND YNTH THE NATURAL GROUND LEYE,L -111 ~~I
POST ANO APPROPRIATELY STABILIZE IT. NOTE:
STRUCTURAL STONE SHALL BE SILT FENCE I- I. ~ - i-111- ~ a 5 I II II- g r 1=III Z = ~ „!3
aASS •e• STONE FOR ER0510N SILL FENCE TEMPORARY DIVERSION BERM DETAIL ( ) ,_11111 ~i~LI~, ~ } <>~~~.~~~a
caNTRa PURPOSES. iv rs - III ANalart ~r+s I_~1~1=~f~111 ~II1~=1 I~IIIIII I II ~f111 I . Q d ~
SEDIMENT CONTROL STT)IVE SHALL BE N0. 5 OR N0. 57 STONE ~i-III 1(I-III I-III-il 1 ~ p LL Z M I
CONIECH C70/O6 Q J S 'C
QI APPRO~FD EQUAL ~ 0 D. ~ J ~ N ^fV
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PERMANENT SEEDINGS ~~cti~(s ~ ~W NOTES: D
~ ~ FACt~ SII~ DEFINrnoN ~ PLACE RIP-RAP AROUND PIPE AS ~ ~ y
SEEDING dS1URBE0 AREAS YATH PERENNIAL GRASSES AND (OR) LEGUMES TO PROVIDE A PERMANENT ,DIRECTED BY THE ENGINEER.
VEGETATIVE COVER T'0 LESSEN RUNOFF ANO 5dl ER0510N, t GMPORARY SEEDING
PURPOSE ~ ~ k~ TD LESSEN SOIL EROSION AND PERMANENTLY STABILIZE dS1URBED AREAS CREATED BY GRADING OF OEFlNITION ~ pippp E,1?.in/JL'. °o BEFORE; YOl) DiG!
CONSTRUCTION SITES. SEEDING gSTURBEO AREAS YMiH ANNUAL GRASSES OR LEGUMES TO PROVIDE TEMPORARY GROUND COVER ~ pq;re~~l* ' TO LESSEN SpL ER0510N. + CONTACT ONE,-CALL CENTER or. GRAPE
CON01110NS WHERE PRACTICE APPLIES P III= 1-AOOfi32-4949
ALL BARE SOIL AREAS ON CONSTRUCTION SITES YNiICH ARE NOT COVERED BY 5TRUCNRES OR O11iER PUR OSE TD TEMPORARILY STABUIE GRADED CUT ANO FILL SLOPES 1HAT CANNOT BE SEEDED KITH PERMANENT EROSION CONTROL DENCES. VEGETATION YATHNi MIRTY DAYS AFTER COMPLETION. a0 K =1 i
. . PREPARATION YMN P YNN DEPTH OF SIX INCHES SO A5 lT) TO TEI~ORARILY STABILIZE GRADED AREAS OF BARE SdL WHERE PERMANENT VECET TIVE COVER IS NOT ? - ~T CL r ~f ~rw ~dq -III` ~ ~~~~~uuinhrry~ __~n+ c Cc w .
_ PREPARE SEEDBED BY RIPPING, CHISELING, HARRO G OR LO C TO NEEDED OR WHERE GRADING HAS NOT BEEN COMPLETED AND PERMANENT N NI ON LATER, STQNf ~'~'A L q III-__ I=11 ,•~'`(~tH,„~"~~~ F BNICE (rtS~vEpRN000T I ~ III _ I I I^ `,~F~~~G.7J ~o~'yy I~~~
PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, STUMPS OR DEBRIS FROM THE SEEd G LL BE 0 E ~ SURFACE WENCH YAWLD PROHi~T GERMINATION OR PLANT GROWTH. O CONDIITONS WHERE PRACTICE APPLIES SPEC. /1076 irpE•2) I-III- - - ~ jQ' '9~S i
INCORPORATE INTO THE SOIL 800 TD i,000 POUNDS OF 10-10-10 FERTILIZER PLUS 500 PWNDS OF YMIERE BARE Sql HAS BEEN EXPOSED BY CRAONiC, AND VECETAIIVE COVER IS NEEDED FOR ONE 1EAR i} i ~ 11- sEn~ E%. GRGUNO PoR-kM-I~ ~ F
TWENTY PERCENT (207 SUPERPHOSPHATE PER ACRE AND TYPO TONS OF DOLOMITIC LIME PER ACRE OR MAY INCLUDE SUCH AREAS AS TEMPORARY SEDIMENT POND, DIVERSIONS, SOIL STOCKPILES, t 024442
UNLESS SOIL TESTS INdCATE THAT A LOWER RATE OF LMIE CAN BE USED. BUN.ON~IG PADS, RWGH-GRADED ROAD BANKS, ETC. IT IS ALSO USED 1D PRONDE A TEMPORARY G`~~,~~ j~//G TJ/~,p/ rj ~+/t• ^ r PERIMETER BUFFER. I V! V SI-~C„ I" I C~`I ! I VIV S %~~''FNG INE.~~~'r hM4NN,NN
MULCH AFTER SEEDING YNTH 1.S TONS OF GRAIN 5TRAW PER ACRE ANO EITHER CRIMP STRAW IN10 SOIL ARATION 1. T7 - IC r c OR TACK YNTH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFlED ASPHALT AT 300 GALLONS PREP S ~ NE 1 COARSE AG,RE,~ti k' (2 - 31ror.,y .SIGN ~ ACRE. PREPARE SEEDBED BY RIPPING, CHISELING, HARROYMNG, OR PLOWING TO DEPTH OF AT LEAST 51X INCHES ~ LE1vCTrl - AS .!'FELT/ V~ 8UT NO * LESS THAN 100 FEET
SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE. INCORPORATE 750-1,000 POUNDS iD-10-10 3. „TiIICA;NESS -NCT LASS TSAN E.1GNT r8 1NCHF5 ~ '
SELECT SEEDING MIXTURE ANO BEST PLANTING DATES FROM PERMANENT SEEDING TABLE BELOW. FERTILIZER ANO UP TO TWO TONS OF DOLOMITIC UNE PER ACRE (NOTE: INAE MAY NOT BE NEEDED IF A ~ ~ , SOIL TEST INDICATES A PH OF B.S OR HIGHER). MULCHING IS REOUNtEp ACCORDING TO THE SAME i~DTN 'NCT LESS ~A•N PU[.~ YNGTN OF ALL PG1~iiS G{` INGRESS OR EGFESS
SPECIFlCAITONS AS FOR PERMANENT SEEDING UNLESS WAIVED BY Shc SCN?ITIST. SELECT SEEONVC 5. W4 SfrlN6 - WHEN NECE.iSARY, YYrfEE'LS Sh/ALt B£ CLEANED 1'O REMUIE ST•OIMENf P.4'Jk TG PLANTS do MIXTURES RATES/ACRE PLANTING DATES MIXTURE AND BEST PuwnNC DATES FROM TEMPORARY SEEDNiG TABLE BELOW, EV.11,'Alv'GE GW,'U PNBLt^ F.l H _r -MIRY Yv4' W ~ i +?4~Jk rc # DATE ISSUED FOR
A,'J , G T fN A5H1NG 1. P.EO(1RE0, !T ,S~AIc, BE OtJNE ON AREA STAd,UZEO Wf1N CRUSHES STriN~' NF•liLnr GRAINS 1NTG AN APPR01~ 5ED'MENT JRRP IfJNE ON
T 100 LBS i. RUC. 15-OCT. 15 PLANTS ~ MIXTURES RATES/ACRE PLANTING DALES OR lI.IFP'T A tit c" ! ~ u.l FESCUE 1. FEB. 15 -MAY 1 r~EU - ~ a s .ALL 5E"OtMENT „HALL BE PREVF'h'F'D FROM ENTFRI^C ANY Sr'i"iR/d ORA/N, VT JRAP ORA/N,
RYE CRAM 6 120 Les, I. ;JAN. 1-NAY i Or,Ch, OR t~A1FRGG1'/R$E TNRC'UCH U:~' OF SANG SACS, CRA~'l, aGAA.05 C)R 0;7'lE,R APPRO%ED IAPR(1 %ED Do rEOw 3D0 W
BLEND OF TWO TURF-TYPE TALL FESCUES KOBE LESPEDEZA 50 LBS. MCDN,QQ$, (901t) AND TWO OR MORE IMPROVED 200-1~ LBS. t. RUC. 15-OCT. 15 6, AfAiNT('NANCc- - 7h'E E?JT.~{f,PICE SkALL BE MA/N'TAI,NED !N A CONOl~rUN WN1CH FffLC
KENTUCKY BLUEGRASS VARIETIES (iO1t~ 2 FEB. 15 - MAY i GERMAN INUET OR 40-50 185. 1. MAY 1- AUG. 15 PREi~iJT TRAGKIA~G OR r rN ~ RICH MAINTENANCE SUDAN G GR' SC'rJ.AIE,'Jl' CJ,NTp PUBLIC R/fir OF-Nq Y ~ lH/5 MAY REGUIRE ' RE~UJRE
PERICiDIC TtX~ e~RFSSINC r1?TH A00170NA! .STOPI£ AS CONDIRUNS OEMArV(7 AND REPAIR ~Ntl/U.? TALL FESCUE ~ 1 AUC 15-OCT 15 RYE (GRAIN) (NAY SUBSTINTE OATS 110 185. CGE,~NGUT OF ANY MEASURES USED TO TRgP SEPII,IE,rJT ALL .SE01,4iENT SGlll£f1 OROr~PED FNtI/U.?
WATERWAYS AND UYMS (INCH MAINT.) O~CTd1E-~ 1y0R NHEAT FROM RUC. 15 -DEC. 30 WASIlt' ~ GR IRAC.KED Gti'TG Fri ^ r- - r ' . BUC R/uN, ~ -•DF- WAY MUS! $E', R,.TtlOI~i7 /MMEaIA.~E'L Y 'FED,
1 07.08.08 lAlpl6 E ER0901 CpilPfl, fPPROWfI
T FESCUE dt 100 LBS. i. iEB. 15-NAY 1 RYEGRASS 40 LBS RUC. 15 -NOV. 30 NOSE OR KOREAN LESPEOEZA 10-25 LBS. 1, AUG. 1S-OCT. 15 ~ ' MEEPING LOVE CRASS S LBS NAY 1 -AUG. 15 PROJECT NO. E-1014
Lo ~ DATE: 07.08,2008
Q Rll l7~ !'r;r~,.r~; r~?~ I/'~ rinn.~
ip" rCzIAR a OU taa NOV. I FEB. 1 SEEDBED PREPARATION I I v r t- ! L` u y y! y ,J ! I t u V 1 1 V! y SETiICEA LESPEDEZA 80 185./ACRE V SCALE: N.T.S
TITA r (,VOT 'O SC4LE (7AN. of oll 1. INSTALL SURFACE WATER CONTROL MEASURES ACCORDING TO PLAN.
TALL FESCUE k 60 LOS. JULY AND AUGUST 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOP SOIL 3' DEEP. DWG. BY: DF
GERMAN MALLET OR SUDANGRASS 30 LBS. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4' TO G' DEEP. CHK. BY: MBW
3. LOOSE ROOTS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THEY MILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION.
TALL FESCUE !k 70 LOS NOV. 1 -JAN. 30 RYECRAIN 25 185. 4, IF NO SOIL TEST IS PERFORMED, APPLY 2 TONS OF FINELY GROUND DOLOMITIC LIMESTONE PER ACRE, D00 POUNDS OF SUPER PHOSPHATE OR EQUIVALENT PER ACRE, AND 1,000 POUNDS RIP-RAP OUTLET PROTECTION DETAIL NTS c-
OF 10-10-10 FERTILIZER PER ACRE. LIME, SUPER PHOSPHATE, AND FERTILIZER SHALL BE
LBS HULLED 1. APR. 15 - JUNE 30 APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING STEP TWO ABOVE. COMMON BERMUDA (2tA55 15-20 IBS. UNHULLED 2. FEB. 1- MAR 30 ( ) S. APPLY MUICN (GRIN STRAW) AT A RAZE OF 5,000 POUNDS (2.5 TONS) PER ACRE. EROSION CONTROL
DETAILS