20020879 Ver 1_Site Plan_20020605

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NCGS MON.b218E r~ r 24" CONC. CURB & GUTTER (TYP.) f
SITE DATA. ,
6` THICK (4000 PSI) CONCRETE DUMPSTER TOTAL SITE ACREAGE: 5.096
PQ EX. WELL SEE SEE C-4 NOTE X12 PAD W/OPAQUE WOOD FENCE ENCLOSURE do $ ACRES (222,035.87 S.F.)
A?OF 9 HEAVY-DUTY H PAVEMENT A SEE C-4 GATES. ENCLOSURE SHALL BE 6' TALL (MIN.) RIGHT-OF-WAY DEDICATION: 0.3681 ACRES
AND CONSTRUCTED OF MASONRY, WOOD, OR
7 A/' OTHER OPAQUE MATERIAL APPROVED BY THE SITE ZONING: RM-12 CITY OF GREENSBORO. (ENCLOSURE DESIGN
N" r ~ ro ~r E: o. o 'or 14~ UHT-D TY D. BY OTHERS) TAX MAP#: ACL-1-28-H-893-3, 4,5,6,748
' q~ 1 N 4 ASPHALT PAVEMENT
SIDEWALK 0 - c << SEE .77 E: 5050.65 C.O.G. STANDARDS Ci14 7
TYPE "D` PLANTING YARD ( \J DEED BOOK/PAGE: 3507/1646 i
UL THIS SKEET eT BOOK/PAGE: 7/114
se hL5g7glj i
18 • _ APARTMENTS (LUC=2) I - SETBACKS
r 9~ J / i\ 'R. LD f ° 15 Try, MAILS( d . MAILBOX KIOSKS PER - - -
- - R WNEF 9R OWNER'S REQUIREMENTS, TYPICAL OF '3 - 1.7p
OFF GUILFORD COLLEGE ROAD: 45'/90'
Q rT +~sr' 01. 18 i" 5'R• - \ Tip- T _ \ ` INTERIOR SETBACK: 20
31 - - -
• LOT SIZE CALCULATIONS;
6 13 MINIMUM LOT SIZE (SQ. FT.)
13 co 60 EX. DRIVEWAYS , / y, 3A BBR. i 6 N: 5197.57 FIRST 3 DU 'S 15,000 S.F.
(SEE NOTE #11) 9 e~' ADDITIONAL LOT AREA PER
i CONCRETE DRIVEWAY N:;IZQ.lq E: 5278.12 EIP ~N89'13'49"W ADDITIONAL UNIT (SQ. FT.) 3,630 S.F.
APRON, C.O.G. STD.#416 115
SEE NOTE #10 , 'o O PROPOSED r o s r iT ry
REMOVE EX. DRIVEWAY / ~I + : a s• I BUILDING , i DWELLING UNIT CA(,CULATION:
APRON & PROVIDE 13 yo L - FIRST (3) UNITS - 15.000 S.F. REQUIRED
30 (3 STORY r " CONC. CURB & ) ? 24 UNITS) 9 339 1 4A b - - 4• ~ S.F. ~ ~ ' x- d ,ti 57 UNITS x 3630 S.F. 206.910 S.F. REQUIRED
GUTTER(COG STD.#501Y 5 ~y 26 5 #339 • TOTAL LOT H FOR 60 UHIT* ' 0,919 &F.. .PMAREID TOTAL LOT ANA 446:
TYP. OF 3
9 /
8 T1 '1 5hd N J _ _ - - - $I 1 - _ - NUMBER OF PROPOSED UNITS: 60 DWF~L?„NG UN115
/ P/ _ EX. TUR S 41. EE N
/ I
H/C SIGN, (TYP. OF 6), SEEr
( La 51
RAMP, (TYP. OF 3), H/C
'qr~YARD SPACE _SEW -4 N' ry all PARKWO
r N: 976. 8' STREET PLANTING YARD TRIANGLE (TYP. P s DATAo
E: 4792.32 rrl f / E SCHEDULE _TFIT-SPETY _ - - - _ _ _ i I' PARKING REQUIREMENTS:
1~ ~ 0-1 BEDROOM UNITS: 1.5 SPACE tt
CONCRETE SIDEWALK, TYP. - • -a 1 2 BEDROOM UNITS: 1.7T
SEE C-4 Neil "
0-1 BEDROOM UNITS: 22-UNITS x 1.5 - 33 SPACES REQ'D.
1. 4 ~Ac, - • _ N 1 2 BEDROOM UNITS: 36 UNITS x 1.75 - 63 SPACES REQ'D.
s '0 u° CONCRETE SIDEWALK, TYP. In- ti TYPE "D" P NTIN AR SEE OFFICE: 1 SPA./250 S.F.: 1006 S.F./250 - 4 SPACES REQ'D.
14°' SEE SCHEDULE THIS SHEET C-4 csE MLCr-f AH%trnfsroEv*A •:c=~
J TYPE ~ ~ ~ ~ ' '••I 2. 585'41 08 E - _ _ - " eLANTIN2 Y TOTAL PARKING REQUIRED: 100 SPACES REQUIRED
S SCHEDULE THIS-SHRUM TOTAL PARKING PROVIDED: 121 SPACES (INCL. 6 H/C)
PLANTING YARD RATE CHART
YARD MIN. MIN. AVG. MAX, CANOPY TREE UNOERSTORY SHRUB -
- TYPE WIDTH WIDTH WIDTH RATE TREE RATE RATE (FT.) (FT.) (FT.) JLN
STREET YARD B 6 25 2/100 LF(b) 4/100 LF(b) 17/100 LF(c)
TYPE A YARD 50(a) 40(a) 75 4/100 LF(d) 10/100 LF(e) 33/100 LF(eJ)
TYPE 8 YARD 30(c) 25(a) 50 3/100 LF 5/100 LF 25/100 LF(c)
TYPE C YARD 20(0) 15(a) 40 2/100 LF(b) 3/100 LF 17/100 LF(c) NOTES: UALITY SECTION
NCGS MON.P217E TYPE D YARD 5 5 10 2/106 LF 15/100 LF(C) 1. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO BEGINNING
PARKING LOT NA NA NA 1/12 PARKING SPACES NA NA JG
a). WALLS, A MINIMUM OF FIVE (5) FEET IN HEIGHT CONSTRUCTED OF MASONRY, STONE, OR PRESSURE TREATED LUMBER, ANY EXCAVATION. - OR AN OPAQUE FENCE, A MINIMUM OF FIVE (5) FEET IN HEIGHT, MAY BE USED TO REDUCE THE WIDTHS OF THE 2• BOUNDARY AND EXISTING TOPOGRAPHICLN ORMAT.ION TAKEN FROM PLANS -
PLANTING YARDS BY TEN (10) FEET PROVIDING SUCH REDUCTIONS DO NOT DISTURB THE CRITICAL ROOT ZONE OF PREPARED BY ROBERT E. WILSON, CONTRACTOR SHALL FIELD
EXISTING TREES. VERIFY CONDITIONS. - b). IN STREET PLANTING YARDS, TYPE C AND TYPE D PLANTING YARDS AND PARKING LOTS, UNDERSTORY TREES ANY BE 3. THIS SITE IS NOT LOCATED IN ASPECIAL FLOOD HAZARD ZONE AS
SUBSTITUTED FOR CANOPY TREES AT THE RATE OF TWO (2) UNDERSTORY TREES FOR EVERY CANOPY TREE. DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
c). CANOPY TREES MAY BE SUBSTITUTED FOR SHRUBS AT THE RATE OF EIGHT (6) SIRINS PER CANOPY TREE AND UNDERSTCRY DEVELOPMENT, DISTANCE TO NEAREST FLOODWAY IS APPROXIMATELY TREES MAY BE SUBSTITUTED FOR SHRUBS AT THE RATE OF FIVE (5) SHRUBS PER UNDERSTORY TREE IF APPROVED BY THE 300' PER COMMUNITY PANEL NO. 375351 0012 C DATED SEPTEMBER 30, 1988. 1981.
URBAN FORESTER OR ENFORCEMENT OFFICER. 4. SOIL TYPES PER GUILFORD COUNTY SOIL SURVEY;
d). TWENTY-FIVE (25) FEET ON CENTER. C1B-CECIL-4JRBAN LAND COMPLEX, 2 TO 10 PERCENT SLOPES
4). TEN (10) FEET ON CENTER, CeC2- CECIL SANDY CLAY LOAM, 6 TO 10 PERCENT SLOPES CcD- CECIL SANDY LOAM, 10 TO 15 PERCENT SLOPES CITY OF GREENSBORO COMMENTS DR 15/29/02
tJ, THREE (3) FEET ON CENTER. AVERAGE SITE SLOPE; 5-E PERCENT NOTE: ON LOTS OF RECORD,(PRIOR TO JULY 1, 1'992) LESS THAN,FIFTY-fIVE THOUSAND #f SOFT. IN AREA NO 5. THE GRADES IN HANDICAP PARKING SPACES AND ACCq$S AISLES SHALL NOT Rowalon Description By Doh
DEVELOPMENT SHALL BE REQUIRED TO PLACE REOUtRED LANDSCAP1N6 ON GREATER THAN IF Mppp) PERCENT (15X) OF fHE SITE. EXCEED 2 PERCENT IN ANY DIRECTION. THE GRADES.A.ONG SIDEWALKS
LEADING FROM;TNE HANDICAP ACCESS AISLES TO THE BUILDING CANOPY TREF SIZE: CANOPY TREES MUST BE A MINIMUM OF TWO (2) INCHES IN CALIPER, IILABIRED SIX (6) INCHES ABOVE ENTRANCE(S) SMALL BE LESS THAN 5 PERCENT.
GRADE, WHEN PLANTED. WHEN MATURE, A CANOPY TREE SNWLD BE FORTY 40) FEET HI14AVE A MINIMUM CROWN WIDTH 6. DIMENSIONS ARE TO-PROPERTY LINE. FACE OF CURB, EDGE OF SIDEWALK, OWFWR1 ? MkCOlKnarc710wG 0 ~1vilL/esi n , i •A. 3817-G towndcN Drly. o j Gre sboro NC. 27158
OF FIFTY -(50 FEET HIGH WHEN PLANTED. WHEN MATURE. A CANOPY TREE SHOULD KW( RO) FEET HIGH AND HAV1i A CENTERLINE OF STRIPE, OR FACE OF BUILDING UNLESS OTHERWISE ND1E0. MINIMUM CROWN WIDTH OF tNIR (3D) FEET HIGH. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LAYOUT, [Yif) 282-3542 N INC. Consulting Civil and Environmental Enyinar{ny Fax: [phone]
y RStonr tREE SIZE: UNDERSTORY TREES MUST BE A MINFMIM OF QNE.(T) INCH IN CALIPER,, MEASURED SIX (6) 4MC ES S. SEE SHEET C-2 FOR GRADING, DRAINAGE; AND EROSION CONTROL 1t , ROAD ? a5ly
ABOVE GRADE WHEN PLANTED. WHEN MATURE, AN UNOE1(STORY 3REE;SNRAD.IE TWENTY-F(VE..(Z¢)<TQ FORTY (48) FEET NIGH. INFORMATION. SEE SHEET C-3 FOR UTILITY INFORMATION, . rFNC. 27313 A MULTI-FAMILY DEVELOPMENT FOR
9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING WORK IN A88UBSJ ALL APPROVED SHRUBS PLANTED PA044 TO THE EDGE OF PAIININ•G LOTS, ACCESS DRIVES, LOADING PUBLIC STREETS IN ACCORDANCE WITH THE MANUAL OF UNIFORM AND UH. IA~S•G OUTS.IpE STORAGE SIMILE K EVER N !11 AT A MINIM,EA BIZAEOOF EIGHtlEiN t
CENTURY OAKS ON COLLEGE
INCHES. TRAFFIC CONTROL DEVICES (MJTCD) AND THE REGUI*MENTS OF THE C I TY , NCHES, SPREAD OR.HEIOH T, AND REACH A MINIMAM BIT' -;fx F% ) I AND A OF THIRTY HRTY (30) f* GREENSBORO AND N INCHES WITHIN THREE (3) YEARS OF PLANTING. ALL OTHER MAY R N DECI AND SHALL IE T(3) GDOT 337 - 341 GUILFORD COLLEGE ROAD :r: MOREHEAD TONMSHiP, GUILFORD COUNTY, GREENSBORO, NC.
GALLON IN SIZE AS PER ANSI STANDARDS AT THE TIME OF INSTALLATION. 10. THE DRIVEWAY APRON SHALL NAVE A SIX INCH RISE FROM THE EXISTING
GUTTER-LINE TO THE SIDENNLK IN ACCORDANCE WITH THE CITY 0) " GREENSBORO DRIVEWAY,STANDARDS. Osa{ynsd BY: K.090 CK Drown er: D.RUS,SLL Chsoksd BY: K.BROOfRICK _M L-
v THIS A CONCEPTUAL LANDSCAPE PLAN. I. CONLY, IIYY aIRVylyM* Anu U61Y6Z AD anurm IAKLM DRUM UUILP%M r: t ;i•~~!±'' ''e Soobr SHOW Date: 4/16/02 Pmjocl / 02170
THE E APPLICANT MUST SUBMIT A DETAILED {AN API P41N (WH16N0fP1CTS 1HE PIANT T11F;.IINB LOCATIONS) COUNTY HAVE PLANALREADY BEEN REMOVED MAPPREMOVEDIN6 AND DATED ARE 1991 SHOWN FOR 80 I STRUCTURES AND INFORMATION DRIVES iW 4., SANE No.
WIRE! 90 DAYS FROM 149 ISWANC£ OF THE &#J" PERWF 0 RENEW BY' THE PLAN*#AENT. THE LANDSCAPE PLAN MUST APPROVED BY THE PLANNiIVO AR1ME11i PRfOR TO RECEIYN6 =11T ION FOR 12. THE EXISTING WELL SHALL D AND SEALED IN ACCORfAANCE WITH THE _
THE CERTIFICATE OF OCCUPANCY. REQUIREMENTS OF THE GUILFORD COUNTY HEALTH DOWTMENT. CONTRACTOR SHALL TH THE It SMALL /
OBTAIN ALL PERMITS REQUIRED FOR WELL CLOSURE. y t~ Sl rE LAYOUT PLAN
_ x"3.0 2
1i1

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.
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NOTES` , 4 L
1.Y THE CONTRACTOR SHALL LOCATE W.STI'NG UTILITIES PRIOR TO BEGINNING 8 ALL EROSION CONTROL MEASURES SHALL BE INSTALLE0 IN ACCORDANCE FWINEER'S H4TE OF STQRMIMTER QUANTITY CONTROL; ONTROI: CITY OF GREENSBORO TREE PRESERvATION NOTES: o!
% ANY EXCAVATION. WITH THE DETAILS INCLUDED IN THESE PLANS, THE CITY OF GREENSBORO Z. BOUNDARY EXISTING TOPGGRAPHI-C INFORMATION TAKEN FROM PLANS STANDARDS AND THE NORTH CARQLINA ERDSHAI 'ANO SEDIMENTATION 18 THE BEST Of OUR KNBRLEDOE, BEIIEf AND IN[ORMATION, INFORMATION, 1. CONTACT-THE'CITY OF GREENSBORO URBAN FORESTER AT [phone] 44 fff
PREPARED BY ROBERT E. WILSON, CONTRACTOR SHALL FIELD CONTROL PLANNING AND DESIGN MANUAL. THERE WILL K 'NO SUBSTA?ITIAL INCREASE IN QOINNSTREAM I D004STREAM FLOODING, TO-SET UP A PRECONSTRUCTION MEETING PRIOR TO LAND DISTURBANCE.
VERIFY COND111ON5. 9. THE CONTRACTOR SHALL BE RESPONSfGIE FOR 'I JAINING,ALL EROSION DpAINAOE OR'EROSIDN LEMS A§ A RESULT OF THE PROP( 3. THIS SITE IS NOT LOCATED.IN•A SPECIAL HOOD HAZARD ZONE A9 CONTROL DEVICES, REPLACING ANY DEUI4f N?1 TLS TO PERFORM AS DEVELOPMENT BETWEEf T POINT WiERE THE RUNOFF 0(iCH) OF THE PROPOSED 2. ALL TREE'PROTEprION DEVICES MUST BE INSTALLED PRIOR TO LAND RUNOFF DISCHARGES FROM DISTU2BANCE.,INCLUDJNG THE CUTTING OF ANY TREES. A PENALTY OF t~
DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN INTENDED AND FOR ADDING ANY DEVICES RECi#1 BY REGULATORY T1E PROPERTY TO WH RE E SITE DEVELOPMENT AREA REPRf NT AREA REPRESENTS LESS. ISQOO PER CAY-FOR FAILURE TO INSTALL APPROVED TREE PROTECTION 4i
DEVELOPMENT. DISTANCE TO NEAREST FLOODWAY IS APPROXIMATELY AGENCIES DURING THE CONSTRUCTION PERIOD,",. " THAN 10 PERCENT OF THE„TOTAL DRAINAGE AREA. THEREFORf ` 300' PER COMMUNITY PANEL NO. 3753910012 C HATED SEPTEMBER 30, 1988. 10. THE CONTRACTOR SHALL PROVIDE SEEDING AND' INq ON ALL CONTROL IMPROVEMENT IS EA. THEREFORE, NO QUANTITY MEASURES'MAY APPLY. v
4. SOIL TYPES PER GUILFORD COUNTY SOIL SlN2YEY; DISTURBED AREAS WITHIN 15 WORKING DAYS CALENDAR DAYS, 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR TO THE v PRE-CONSTRUCTION MEETING C
CUB-CECIL-11RBAWtAND COMPLEX, 2 T40 10 PERCENT SLOPES WHICHEVER IS LESS, FOLLOWING ANY PHASE 'ORADCNG, SEEDING CONSTRUCTION SEQUENCE V
CeC2-"CO9ECIL SANDY CLAY LOAM, B TO 10 PERCENT SLOPES REQUIREMENTS SHALL INCLUDE SOIL PREPARATI(IH, SEED MIXTURES AND CID- CECIL SANDY LOAM, 10 TO 15 PERCENT SLOPES MULCHING AS SPECIFIED, 1. CONTACT CITY OF-OREENSSORO EROSION CONTROL I'NSPE EONTROL INSPECTIONS TO SET UP
AVERAGE SITE SLOPE: ;5-8 PERCENT 11. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING WORK' IN A PRECLINSTRUCTION- CONFERENCE k OBTAIN'GRAD ING PI IN GRADING PERMIT.
S. THE DRIVEWAY AIRlON1 SHALL HAVE A SIX INCH RISE FROM THE EXISTING PUBLIC STREETS IN ACCORDANCE WITH THE ANNUAL OF UNIFORM 2. PERFORM CLEARING-AVO GRUBBING ON PORTIONS Of TM GUTTER LINE TO THE SIDEWALK IN ACCORDANCE WITH THE CITY OF TRAFFIC CONTROL DEVICES (MUTCD) AND THE REQUIREMENTS OF THE CITY INSTALLATION OF TEMPORARY EROSION CONTROL DEVICI RTIONS OF THE SITE TO ALLOW ONTROL DEVICES INCLUDING
GREENSBORO DRIVEWAY STANDARDS. OF GREENSBORO AND NCDOT. CONSTRUCTION ENTRANCE, SEDIMENT TRAPS AND SILT I PS AND SILT FENCE. STABILIZE
6. THE GRADES IN HANDICAP PARING SPACES AND ACCESS.AISLES SHALL NOT TEMPORARY EROSION CONTROL MEASURES. EXCEED 2 PERCENT.IN ANY DIRECTION. THE GRADES ALONG SIDEWALKS 3. COMPLETE CLEARING AND GRUBBING. BEGIN SITE GRADI
LEADING FROM THE HANDICAP ACCESS AISLES TO THE BUILDING 4. INSTALL STORM DRAIN SYSTEM. PROVIDE INLET PROTEf IN SITE GRADING. INLET PROTECTION AS STRUCTURES 9/C
ENTRANCE(S) SHALL BE LESS THAN 5 PERCENT, ARE INSTALLED AND INSTALL RIP-RAP APRON AT OUTI 7. BACKFILL AND COMPACTION REOUIREMENTS; 5. INSTALL OTHER BLRIED UTILITIES. JNSTALL STREAM ? APRON AT OUTLET END. l
ALL FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND DEBRIS, oe~ MERE SANITARY SEWER CROSSES STREAM, INSTALL TEI TALL STREAM PROTECTION MEASURES Q I. INSTALL TEMPORARY SILT FENCE
HAVE A PLASTICITY INDEX LESS THAN 30 AND A MAXIMUM DRY DENSITY AT STREAM AFTER STREAM CROSSING IS COMPLETED. COMPLETED.
OF AT,LEAST 90 PCF IN ACCORDANCE WITH ASTM D698, h~ 8. INSTALL CURB AND GUTTER AND AGGREGATE BASE COUR; FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED B" LOOSE PARKING AREAS. SEED, MULCH AND TACK ALL OTHER D TE BASE COURSE ON DRIVES AND ~y W ALL OTHER DISTURBED AREAS. 0 IWIPATY MAP .4
THICKNESS AND BE COMPACTED TO THE FOLLOWING MINIMUMS: Pk ("K j 7. CONSTRUCT BUILDING. Y
UNDER BUILDING AND PAVEMENT: 95 PERCENT WITH TOP 12' AT 100 TOP 8979'; / 8. PAVE DRIVES AND PARKING AREAS. PERCENT UNDER BUILDINGS NV 890.0 j 9. AFTER SITE HAS BECOME STABILIZED, REMOVE ALL REf, N.T.S. EMOVE ALL REMAINING
UNDER SIDEWALKS AND UTILITY PADS: 95 PERCENT TEMPORARY EROSION CONTROL DEVICES, FINE GRADE At FINE GRADE AND STABILIZE
YARD AREAS: 90 PERCENT THOSE AREAS.
(COMPACTION IS PERCENT OF MAXIMUM DRY DENSITY AS / DETERMINED BY ASTM D898). NCGS MON.6218E VAV't RIP RAP APRON
d50=6" dMAX-9" s
11 'Lxl 3'Wxl 5" THICK
VAS ' ~ - - DRAIN TYPICALAGE SUBAREA LIMITS \ y
CB'r.................... TEMPORARY DIVERSION #4 SEE C-5
- SEE c-a ' STORM DRAMIAQE DATA
r 12
50PI (\/30t
AREA DRAIN
889.0
/ r.,.•~rri~...~~f~ r'HUPCit \ I TEMP, SILT ~FE14C INV. 888.0
SEE _ 1 C.O.D. STD/{ 213
.7 ~..."..,,~,..~,,..--mS85E27'41"E STREAM CROSSING O2 CWRIB INLET
TC A 888.0` W/2-TEMP: 42" CMP'S T /C 88. 0
9 / ~y a TV)))J) T C T C 22 LF 15" RCP 8\\ C \ I`1 ' -(SEE SHEET C-3) INV. OUT 888.30
C 1 \ - - _ \ TEMP. SILT FENCE TO
0 2.05% O. C 10 i , T C x.40 I
0 RVATIO~ BE INSTALLED AFTER ® CURB INLET 1 3:33 TREE,PA~SEA
x.;B f r~ oT , T C 1/C V A roa e9a2o 0•r Q _ 291 LF 15" RCP 7 1 UTILITY CROSSING IS 888.30 1;•145 EF 8" RCP JJJ A ~r 'COMPLETED, SEEC-4 INV. IN 884.65
N2s~20 r 4 0 0.65% T 0 1.319 J ~A INV. OUT 884.55
7 iC
SEE. NOTE 6 JJJJJJJ' \V A\1 $ l ~9 "POP': o \V ® CUB INLET 887.90
\ -+Z\\s / 130 LFJ RCP JJ \ 1 1 INV. IN 884.10
00,50 _ - / \ r r C JJ/J~\ ( \ INV. OUT 884.00
EX. ce QVA f/P 1 NB 13'49"W \
` TJP 896.95 A_ - - g AREA DRAIN„
r~ W 889.95 T T - PR&,bSED
TEMPORARY CONSTRUCTION „ BOIL 42 LF 6" "DPE i C 05 1 F 1 R 'F.t.S: I V. 1 1 TOP 887.5 0 6.67% \ 0. \ tr 1 ( INV. 885.0
`ENTRANCE SEE C-4 T / g 0 ~IM~G. r0 1 I
r 0 a~ opt (3 SPEY, 24 UN T-S 3 F.F. V. 890.00 T/C I 11p 1 ' '~\m 1 1 \V I ' r °j © CWR8 INLET
A VC .20 g I . ` I i"' 1 pi I INV. IN 862.10
- C INV. OUT 862.00
„ I
1. t ' , - 071 1 i / r ' \ ` ` o 1 I O CURB INLET
r ~PE,DRAIN, _ F'RE r!71~~N 81 1 ; I T /C 888.00
J N: -
- / C-5 /AREA ~ 1 ' • ' ~ ~ $ I INV. IN 881.10 I I-- INV. OUT 881.00 I _
- 34 LF. rt , 1 I
0_t.q ox", SEE MIN. ) ) )~1~ TREE PRESERVATION #6 N0 SE NOTE ? / f( I I 8 R INLET S 'r I O T /c 3
~r ( l ~•j
/ AREIC - iTEMPORARY DI ~`~i ? / C'1 I INV. IN 879.10
VER SION #2 SEE C-4 ) ) ) ) / Q ( ~ t00'%STREA Mg r ~'Jr ° I INV. OUT 879.00
12 CLEARING LIMITS, TYP. INLET PROTECTION, TYP. i ) R OP/OF'BANK ( 1 i r ~ Elf I~Z, ® CURB INLET
/ AT ALL STRUCTURES, 90453"', rco T/C 877.0
C 4 C 4 / w ~.r.. SEE INV. IN 872.00
INV. OUT 867.00
I / SL a rYa,CE PA K Ne .ec , , ~ i ~~~r
TEMP. SILT FENCE - -aeo- _ _ _ - or, 36-3e , ve E 7 Pb. iJ4 REINFORCED CONCRETE PIPE(RCP)SHALL CONFORM TO ASTM C76, TYPE III, I - - - S~_.~r...... TONGUE AND GROOVE J01tRS.
SE t C-4 - - - zuN,vc aey ra TEMP ARY QIVEf~SION3 ' _ -
_ ua ri- 1 FAMit~~ESiNna' true=2) SEE C~4 m` HDPE PIPE SHALL BE SMOOTH INTERIOR WALL, N-12 AS MANUFACTURED BY
/ I \ L\\ \ ` i / / ' - ' ADVANCED DRAINAGE SYSTEMS, HI-0 AS MANUFACTURED BY HANCOR, OR T~`; a APPROVED EQUAL. HDPE PIPE MAY BE SUBSTITUTED FOR RCP IF ALLOWED
TEMPORARY DIVEit-SION d6 - - _ 12 _ F C 1.` BY THE OWNER AND IF THE HOPE PIPE IS INSTALLED IN.ACCORDANCE WITH
,hK SEE C-4 - Cry DETAIL C5/4,
TREE PROTECTION SEE , 3 O c, CURB INLETS SHALL CONFORM TO COG STANDARD No. 402/412
TEMOORARX SEDIMENT- TRAP Nd:t s _ STORM MANHOLE SHALL CONFORM TO COG STANDARD, No. 400
TQP 33'Wx66 Q
E0TTOM-Y9'Q62'L/2:1 SIDE SLOPES - iI i i ( >Z SEE DETAIL C-5/2 FOR AREA DRAIN
2`-WN:-SEDWWT STORAGE DEPTH
WEIR LENGTH 7' -
SEE
/TEMPORARY SEDIMENT TRAP NO. 2
TOP 20ftI521
NCGS MON.F217E BOTTOM 2ZWx48`L/2:1 SIDE SLOPES TOTAL SITE AREA: 5.0981 ACRES 2' MIN. SEWENT STORAGE DEPTH
WEIR LENGTH 5' TOTAL DISTURBED AREA: 3.41 ACRES
SEE C-4
t3
CITY OF GREENSBORO COMMENTS DR 16/29/02
Rrvis/on DMOdption ey oot.
nra~ VAwwQS ~ • r
Ow XR. ` o F~t c1V1 ~SZ nS, P'A. "Ir. ' Phony. (336) ?dS-3542
HACKETT PROPERTIES, INC. ConsuNing ClvH and Env "nmental Enpt "rllig Far 33 'ZQ2-3392
1152 KEARNS-HACKETT ROAD ow~wl -
PLEASANT GAR6EN, NC. 27313 "r~ A MULTI-FAMILY DEVELOPMENT FOS
L~~nV (336) 6744143
....r "Y OAKS ON COLLEQE
EXISTING PO PRbPOSED ID ntcrotuas' - 3 341 GUILFORD COLLEGE ROAD
- CONTOURS • MOREHIEAD'T4, SHIP, GUVORD COUNTY, GREENSBORO, NC.
^ wnaN y D•Npnad 9 yr K.S1t0®giCK Qrvwa. By aftUSSELL CMakad By: K.BRODERICK
+ 600.00 SPOT ELEVATIONS-
50 • _+~j~ NO.
SILT FENCE - Mcm r- ys...? ..~,rn.~.' SEAL £ Soolr. SH(VPI 4J1V02 Prq~wt / 621
Y'r'1 T1 MUNE 12283 1
fYY'1 QUA D~`A!N ~
1 ,c. 40 n 's.0! a 4.e ERQSiQI~I C FA,
of
t
f,C '@ at

EX. S~,VH TOP ^F,4'68
ENV 855.5
\ \ w
\ \ \ 4 F.F
BORE do JACK 50 LF 14" STEEL
ENCASEMENT PIPE 0.216" WALL THICKNESS \ \ VICINITY MAP Y
\ \ N.T.S.
OPEN CUT FOR TAP LOCATION EX ce
REPAIR PER C.O.G. STD 107 Tpp 897.1 INV P9ao7 '
k /
12"x6" TAPPING SLEEVE do
VALVE W/VALVE BOX NCGS MON.$218E Q ~ (OUTSIDE DROP) \ \ \
FIRE HYDRANT ASSEMBLY W/ T'p F -'I 6" G.V. & VALVE BOX SEMBLY W/ SANITARY SEWER MANHOLE NO. 3 EX. \ \ \
do a- ~'.;P Bdb._fi T \ \ \ BOX 200/202
TOP 888.5 81A \ 1
SANITARY SEWER MANHOLE NC MANHOLE NO. 4 INV. IN 879.00 1 1 •
INV. OUT 872.00 :1 \ 1
/ ' N'` ' EX. WELL SEE NOTE #8 L 0- z ,oE ~A`x `'BD TOP 890.0 890.0
TOP s aauFr ?E '8 114 INV. OUT 884.00 884.00 SANITARY SEWER MANHOLE NO. 2 l o
/ ion=?I 1 1/2- C ~~4~1,~~, DIP WATERLINE (PRIV-- TO 2 IN 1 1/2" CU WATER SERVICE 0 1 1 /-TO 12 INDIVIDUAL 5/8" WATER TOP 860.0 1 11 11
....,5'27'41"E METERS INV. IN 854.80 ME-__ INV. OUT 854.60 1 1 1 1 1 c
/ 0 rx ssmH
TOP 90; 41 * 1 1/2" CU WATER
w1 s9o 5s o~ JJJJJJ/; / ! / SERVICE TO 24 +
0 of INDIVIDUAL 5/8" Elp 20' PRIVATE SANITARY
0 'If / WATER METERS 249 LF.8- SAN. SE PRIVATE 1I SEWER EASEMENT
1 1 t
c~ 898 20 15 N $ 0 2.GG11
N\,631,20 P 5; 2i9 LF 8" SAN. 1 1 60 LF 8" DIP SEWER SEWER PRIVATE ol`-- 1, 1 1 ®1.b0%
2 15" RCP O 7.85
CIO, 18" RCP SANITARY SEWER MANHOLE NO. 1
C N TRUC OVER EX. 8 SAN. SEWER
WV NZ~ 11/ 6. SS .0. hr° G4. 1 1 TOP 860.0
rp ~M ~GQ E/ N 9~ 1340W 11 -NEW 853.3
C.O.G. STD.#213 ' -5578"11 1 NEW INV. IN(W) 854.0
I ; TOP '8s5"» / f~ e y PROPOSED ' a IN 891.73 IfOP Sae ~3 p/~ WV T ` STREAM CROSSING 1 1 1 1 e R W/2-TEMP. 42 `r 1 1 1
Y IN 888.64 NV 8F 1,93 ~O BUILDING i OUT 898.95 / / )1 O i~? 0 CMP'S"~ PUBLIC SANITARY SEWER LINE
stoRr. 14 UNITS).: (SEE SHEET C-2 , ~3 1 EX. 8
~O FOR EROSION CONTROL), X11 t 1 J
{ ti CLEANOUT, (TYP:) rQF~. AvIt
/ SEE
10 V J ate ~ E ' 1 1
SMH
.J' I ^ - 4~, 1 1 nn 8`9.88 _ ~2 44
1.1/2" CU WATER
/ SERVICE M 24
/ INDIVIDUAL 5/8` CDI ~ o.
WATER METERS 4;,
El~
N84'56'01 ••~..r_ 1 ,31. /
/ • ~ FRED D F?.c£R
svNa ,10E PAVx S~BG / 0TS 2,3-- jR
EX. ~;SMH 7 F 1j¢ . 2. W S85' 1 0 E /
` ION.'hG. qM- 13 ON 889.09 - - USE MaL7]-FAMll r A
Ol 882 45 f'-" TTWA( rL;Qa2J . OJ' S8~ S7 ,3 _ / / NOTES:
ry. 1. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO BEGINNING
/ /-•I ANY EXCAVATION.
/ o 2. BOUNDARY AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM PLANS
PREPARED BY ROBERT E. WILSON. CONTRACTOR SHALL FIELD VERIFY CONDITIONS.
3. COORDINATE WITH PLUMBING DRAWINGS FOR DEPTH AND LOCATION OF
/ / r WATER AND SANITARY SEWER UTILITIES INTO BUILDING. 4. CONTRACTOR SHALL PAY ALL MUNICIPAL FEES ASSOCIATED WITH
ESTABLISHING NEW WATER SERVICE. COORDINATE WITH CITY OF
GREENSBORO WATER RESOURCES DEPARTMENT FOR NEW SERVICE. / f. 5. MATERIALS AND CONSTRUCTION OF SANITARY SEWER SERVICE AND WATER
/ - SERVICE SHALL CONFORM TO THE CITY OF GREENSBORO.STANDARDS.
E11. SSMh LOCAL AND STATE PLUMBING CODES. 'OP 85A.G7 6. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING WORK IN
NV 850.48 PUBLIC STREETS IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND THE REQUIREMENTS OF THE CITY
NCGS MON.#217E OF GREENSBORO AND NCDOT. 7. SEE SHEET C-2 FOR STORM DRAINAGE SYSTEM INFORMATION.
8. THE EXISTING WELL SHALL BE ABANDONED AND SEALED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE GUILFORD COUNTY HEALTH DEPARTMENT: CONTRACTOR SHALL
OBTAIN ALL PERMITS REQUIRED FOR WELL CLOSURE.
I,
CITY OF GREENSBORO COMMENTS DR 15/29/02
Rwia/on D1scNption Br DoM
FiNA1_DI~AwINC0119?RUt1fOw P.A. 3017-C I4wndo/o qMM
OWNERS . ~,n: Civi1De/signs Gnrnaboro: NC, 27455 Phony. (3$0) 262-3542
HACKETT PROPERTIES, INC. Consulting Clv1l and Envlronm~ntol Enginesrfng Fax: 33B 2Q2-5592
1152 KEARNS-HACKETT ROAD
PLEASANT GARDEN, NC. 27313 nruxrAa~seu A MULTI-FAMILY DEVELOPMENT FOR
r [phone] CENTURY OAKS ON. COLLEGE
3- 341 GUILFORD COLLEGE ROAD cnol+ ~ MOREHEAD T0MMIP, GUILFORD COUNTY, GREG€NSBORO NC.
~w~unrry. Oprymod By: K.BRODERICK Drown Or -RUSSELL Ch*oksd` 1r: K.BRODERIgC
~ lsp ~fCA1.F cu 1 A 1R ndf~s a C171Zn
p r,» JI IL~.I• rI w~A Ii1~AI l~Y. f
n ,ter ; UTILITY PLAN m
1 uou it 4 : A 4 N~,.+ O'er
- it- LL AND 65 ID 01
MOM

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