20010891 Ver 1_MAPS_20010612

. _ _
\ \ SILT FENCE d] ` f... -` - w,
w
Z 'WETLANDS -5,885 S.F.— AL
i
� I RALPH J N E
. D'B 251- 2`✓10
Uj _ z -- -� ` -02-004
2 _ .- ,- �., -- .; M VACANT 9 IS"
\ - -� -" .. ZONE' R20
n 0
W U
ROBERT C, LINCOLN
I$ JOHN D. LATH" 1ER -
PB 78 -13
TN 4GG-01-07$9&
ABANDONED `LANDFI L o \
.. ` ZONE R20`
U
1 �
AM
8' or, MAX --1
"ROP'Ihtil•D USE
IIS\1111\G PLAN
1) TOTAL DRAINAGE AREA FLOWING
.---
FENCE MAY NOT EXCEED I ACRE,
FENCE
2) SILT FENCES SHOULD NOT BE
51LT
USED AT PIPE OUTLETS OR IN
w ROW OF WATER
AREAS OF CONCENTRATED FLOW
' I ( I I�
E
(CREEKS, DRCHUNES, SWAL$
1 I I
PEN
\ � OIv,GE.PR
TREE fel SAVE \ I' iRl A
�ON SEDItAEµt
\
POSTS SHOULD BE 3' DEEP MIN.
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
4
TO INCREASE STORAGE CAPACITY AND
® em
PROLONG THE LIFE OF THE SILT FENCE. IT
em
IS GENERALLY AOVISABLE TO OIG A
SEDIMENT PIT IN FRONT OF YOUR UST
FENCE WHENEVER POSSIBLE.
12 GAUGE 4"X4" OR 2'X4' WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS, OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO.8 STAPLES,
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CUPS OR WIRE AT 8' OFF
CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
a. NCDOT / 5 OR #57 WASHED STONE SHALL
BE USED PAD TO BE 501 X 20'W X 6'
0 AT A MINIMUM,
D. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PRO' OED.
c ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
C. MUST BE "NTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPORESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
NCDO'
,wy
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS k EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE /EXIT
TREE SAVE AREA CALCULATION
20% OR 16,379 S.F. REQUIRED
20.7% OR IG, 9G3 S.F. PROVIDED
-NO DIMENSION LESS THAN 25'
i 10 MAX
STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
TREE PROTECTION FENCING N.T.S.
z
0
ion
Sq)
malas you =
STOP
xa em* -il Q�MT
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET)_
TOTAL\UA
1. 8 A C Irl �
"ROP'Ihtil•D USE
IIS\1111\G PLAN
BUILDING SEZE
TRENCH, COVER W/ SOIL h TAMP BACKFILL
- - - -
SHEET DRAINAGE (ONLY)
ZONING
NATURAL GRADE
DENUDED
CARRY APPROX.12' OF FABRIC INTO
111111" I I � i I O ; SURFACE 121 \ ( I' \ISI' A\
.
(3. i '':,1 2 500 S.F.
TAX MAP #
CARRY 6' OF WIRE INTO TRENCH,
PEN
METAL, CEDAR OR 4'X4' TREATED WOOD
TREE fel SAVE \ I' iRl A
POSTS AT 10'o.C. MAX.. CEDAR m WOOD
POSTS SHOULD BE 3' DEEP MIN.
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
a. NCDOT / 5 OR #57 WASHED STONE SHALL
BE USED PAD TO BE 501 X 20'W X 6'
0 AT A MINIMUM,
D. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PRO' OED.
c ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
C. MUST BE "NTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPORESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
NCDO'
,wy
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS k EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE /EXIT
TREE SAVE AREA CALCULATION
20% OR 16,379 S.F. REQUIRED
20.7% OR IG, 9G3 S.F. PROVIDED
-NO DIMENSION LESS THAN 25'
i 10 MAX
STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
TREE PROTECTION FENCING N.T.S.
z
0
ion
Sq)
malas you =
STOP
xa em* -il Q�MT
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET)_
TOTAL\UA
1. 8 A C Irl �
"ROP'Ihtil•D USE
IIS\1111\G PLAN
BUILDING SEZE
lu S.F.
FLOODPLAIN \ IAP37063C
53 �
ZONING
R20
DENUDED
�I3.s!1�_�~.I.
111111" I I � i I O ; SURFACE 121 \ ( I' \ISI' A\
.
(3. i '':,1 2 500 S.F.
TAX MAP #
461-0142
PEN
0800-04-90-5997
TREE fel SAVE \ I' iRl A
(20.7%) 96S.F.
LEGEND
EXEMNO IRON ?IN
NEW IRON PIN
o
PROPERTY LINE
_
TINE NUT SURVEYED
a- z
NOTES:
I. Boundary information taken from field survey by J. Lee Gragg, Registered Land Surveyor dated Feb. 17. 199'
and topographic information from Duram County Digital File.
2. Contractor- shall verify the location of all existing utilities and shall be responsible for any damage
resulting from his activities. Call utility locator service 48 hours prior to digging. 1-800-632-494q
3. All construction shall conform to the City of Durham standards and specifications.
4. All construction shall conform to all state and local standards, specifications and code regpirements.
Notify designer of any discrepancies.
5. No changes may be made to the approved drawings without written permission from the issuing authority.
(o. Contractor shalt provide positive drainage away form the structure in all locations.
7. Required setbacks: f=ront -35', Rear -25', Ninimum Side -12' and Total Sides -301.
8. 30' and 50' (as tabled on plan) wide undisturbed stream buffer each side of stream, measured from top of bank.
No clearing or grading other than selective thinning and ordinary maintenance of exitsting vegetation permitted.
9. State and Federal permit authorization may be required from DEHNR and the U.S. Corps of Engineers prior to the
commencement of any land disturbing activities in or near a lake, stream, creek, tributary or any unnamed body
of water and its adjacent wetlands.
10. Wetland delineated by Environmental Services, Inc.
II. Tree protection fencing must be in place prior to any grading on the. site.
13. Owner: University Associates, LLC
P.O. Box 711
Durham, NC 27702
982-4494
14. The pin number for this site is 0800 -04 -g0 -59g7
51TE
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NO
TIC= hckp
NTS
SITE PLAN APPROVE[) 13Y THE
DEVELOPMENT PEV&VV BOA.RD
Null and voidi 02 y E ;'rids after c 4_.ep r ,4..i;
'SPECIAL CONDITION OF APPROVAL'
I. Orange tree protection fencing will be installed
as required (i.e., IO' from edge of stream
buffer line where filling is occuring and at
edge of clearing limits) prior to start of
work on the site.
13
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W
REVISIONS:
o2/oq/oo
02/,2q/00
SCALE:
I11=5O'
DRAWN BY:
T.M.T.
DATE:
12/l0/qq
PROJECT NO.
080004
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REVISIONS:
o2/oq/oo
02/,2q/00
SCALE:
I11=5O'
DRAWN BY:
T.M.T.
DATE:
12/l0/qq
PROJECT NO.
080004

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F- Z c . N ROAD WIDENING Z W I~ ~ ~ r r u1
_ U DER ~ W ~
\ ~ ~ r"' i _ GONSTRI~CTION ~ ~ ; , r 1~ ~ { IN FEET) z
r: ~ Q Sri _ ~ ~ ~ ~ ~ 1 inch - 30 Pt. ` ....y ~ ? fit fl v
:r_ i ~
w ~ / ~ ~ - #PRfLIMINARY PLANS -NOT FOR COIdSTRUGTiON ~ , .~j, ~ - ~ ~ ~ ~ NI N TE WILL BE REMOVED UPON FINAL :rf~~ _ T S 0
o, _ ~ ~ , r APPROVAL OF GOVERNMENTAL AGENCY APPROVING ~p~P`'~ o
~ ~ , A1~1C0 BE~CN_LAKE, L.L.C. , " ~ / _ _ ~ THE PLANS :fir ~
~ DB 2647-655 / ~ ~ ~ ti+' Y O +OWNER/DEVELOPER/SURVEYOR 51-IALL OBTAIN ~~,t,kR. i~ A
,v-~ Tr1 46(0-0I -03E / ~ ~ ~ 0~"" ~ FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER µ a; ca / r} PRIOR TO CONSTRUCTION STAKING. ;
/ OQ " ~ O ~ +TNE CLIENT /DEVELOPER SHALL FULLY REVIEW w
EXISTING APART~1ENT5 25' REF / , NIP / I .y " 1^ "t ~ glSe'~~ !r ~ . F- AND UNDERSTAND THE INFORMATION DEPICTED ON ;1 r,=' ~a w+ ti
Zo E R~1-a / , s~ N THESE PLANS AND S+~IALL APPROVE THE RELEASE Q ''o. , ~ r w"
~ - THE PROTECTION o~ • ~ ~ n ~ 3qq . Aq _ / / r OF THESE PLANS TO BE SENT DUT FOR e~~e >CA~ t~~ CONSTRUCTION. ~~~sea~s.~~~ r-.
FENCING AND _ _ , ~~45 48 E . ~ p4 ~5 _ , 1
_ _ CLEARING. LIMITS / ~ ~ ~ OWNER: DATE, f ! I . { ~ ~
LIN~~~ x , f ~ ~ - ~ l~ f--- _ _
, r _ _ - , I , _ ~ ~
w ~ 30'x50'x(a"
_ _ _ _ z~b TEMPORARY GRAVEL ~ _ , - _ I L LLy®~~~ 'V~~ ~ll~11 ~L~'LA V`Ui ll Wl 1al
CbNSTRUCTION - ~ ' , ~ - ~ _ ENTRANCE _ ~ / \ / . H ~ ~,I ~ } t~ ~ r.~a ~1~~~° ' . _
~ \ ~ TREE. SAVE ~ U ; s
_ T >;E COVERAGE u.~ ~.AREA-16 X63 S.F _ ,1`; ~p~ ~7
_ - _ . frX I ST , - r_ _ _ _ _ , iW~il`~ ~U 1W1Cill1~ CilJ(~'ilS~ ~U'J' ~ 01~ ~ I ' pp s
_ ~ 120.~0~ ~ ~ ~ V 82, I ,
~ _ ~ XTN' T / , r U . ~ d ~ ~ a. 4;, 11
~ ~ i {p ON \ - ~ , ~ ~ 1~1~1 # _ ~ ~
x ~ ``f ~ , f ! ~ S~ a ` 50.00' ~ ~ - / a ~ ~ u - U
~ _ FILL OVER PIPE MIN 24" COV R , / U ~ ~'R M BUFFER ~ m w
F TOP OF i~.~o~ GRADE SWALES TO DIVERT R TO EK ~ ~ .j` ID RPBED y, ~ ~ ~ ~ o ~N~ I ~ ~ LJ
N ~ ~A AS SHOWN. , t / ~ ~7 / p' t~ Z fi' 0~ PAVEMENT j Q I ~ WIDTH w I
r- ~ / i Q ~ ~ ~ CHECK DA ~ ~ ~ E ~ 5 RCP ~ ~ VARIES ~ EXISTING R~N PIN ~ ~ _ R a.W. ~
V Q ~ ~ 2.63 ~ OP . ~ ~ _ ~ g ~ w ' ~ ~ WIDTH W /
~ ~ / NUDED AREA ! / o: m PROJECT DE ~ f vARIES N W !R N PlN t E 0
~ ~ SHADED s n FF ~ F ~ OP F' K ' ~ ~ ~ * 7 8 ~ ~ ,l
/ ~ ~ P RTY ~N ~ PRO E L E W~
~0 ~ . 74 l ~ "~w I _
O \ ~ l / i t Q - ~ LINE NAT SURVEYEC ~ - s __r.______
d? 268 * / z Z - ~ ~Q
2~~. 2~ ,
6 oro ~ I ~
Q. o o r
W NO1'4Q'45"E (018 (L ~ ~ .f 2
' J \ 4., , qtr, 6~ / / , w L m ~
-7q.57 ~ S
SILT FENCE o ~r'~`'~ ~ ~ M NTAIN EXIST 2„63~~ OP8 ~ w ~ ~ _ / W
` TYP. , ,I N~ RIP RAP PAD ~ - F ;~E ui ; ~P
. J S / S SHOWN , E ~ . ~ ~ ~ ~ ~
R R~1LPN J. v E 5Ew w, Y ~ DAB 251- 2~ ~ LPN J. HEAL ~ z o
1-2~0 ~ 25 ~ -
W N' ' - ' T~1 468-02~ - L1J , i ~ P' / _ - ' 004 468 02 r 0 cn
F-- T . 2 ~ , 1~ACANT VACANT; ~
Q ~ , _ ; , r . Z'ON ~ R20 ~ SITE - -
f LL ~ ~ cd ~
~ ..-~r~- w f ~ o~ - _ _ E= A~~ ~NFo U .LL INFO NATION BASED N SURVEY BY ~ V
. NO 0 ?E GRAGG JUNE 20 20 ELEVATIONS ARE
ROBERT C. LINCOLN ~ q ,LEE GRAD , - ~ ~
~ JOHN D. LATI~1ER ~ ' _ 0 NQR`T~ ~ _ NORTH rAROL I NA GR I ~ ~ ~ ~P
PB 78 - 13 v~ ~
~1 66 - O l - 708 ~ T ~ Q i - r vi ~ ~
T A ON LANDFI ~ ~ AB ND ED L, ~ L ~ ~ ~ tiT, ~
~ ZONE R20 ~ ~ > cn
' ; 4~ O
~ f ~ - _ ; ~ r--
~ C
i
~(@ r e' ~ M"" a. NcooT + s oR ~s7 w~sNED sroNE sHALI TREE SAVE AREA CAUCULATIONS C t} tOTAL DR4NAGE AREA ROWING BE USED. PAp TO BE SO'l X 20'w X 6' NOTES: I
DAjA MINflJUM. 20Y, OR 16, 37q S.F. REQUIRED FF11CE MAY NOT IXCEED i ACRE. ~ ~q
2 s~T FErx;ES sHO~.o NDT ~ s'LT o. ruRNINC R,~us suFFrcIENr ro 20.7 OR 16,863 S.F. PROVIDED y } ACCAMMOWTE URGE TRUCKS Is To eE I . Boundar information taken from field sure ~D ~ D~ oR i i, RoW of WATER PRO~oEO -NO DIMENSION LESS THAN 25' r hic in ormation from Duram Co i f field survey by J. Lee Grogg, Registered wand Surveyor dated ~ eb. 17 I q , I RE's/' S! OHS:
AREAS DF CONCENTRATED FLON I I ~ , } ~ and tapag ap f (GREENS, wrcHUNES, sw,u.ES ~ I ~ , DPI Pn c. ENTRANCE(S) srwuLD BE LocATED ro i Duram County Di ital File. 9
ETCa ~ PROwDE~ ~WU~ ~ ~ Au 2. Contractor shall verify the location of all e) sEaµ ~ C°"~"' resultin~7 from his activities. Gail utility loc ion of all existing utilities and shall be responsible for any damage G2/;~~!/00
O. MUSE BE MNNTAJNEO iN A CONDITION 9 VA PR TPACKING OR r rvi e 48 hours rior to di in I-800-632-4g4q ~I ' 02%2x100 ail utility locato se c p gg g I
All construction shall conform to the Cit o DtRECi ROw OF MUD ONro STREETS. 3. y PERIODIC TOPDRESSRM, WfM $TOt~ 1 L, t the Cit of Durham standards and speciFications. 06/28/00 Y
TO INCREASE STORADE CAPACTIY AND SILL BE NECESSARY; KEEP SpIE wwDY. 4. All Con$trUCton 5T IaII COnfarm tO all State G PROLONG THE UFE OF THE SILT fENCE, IT _ ~ all state and local standards, specifications and code regyirements. j
IS GENERALLY ALNSABLE TO DIG A ONfO ~ DHMUST BE CtFWEDrtW SEDIMENT PR .N FRONT oT roMR u5T Notify designer of any discrepancies. :ies.
FENCE WHENEVER POSSIBLE. IMMEDwTELY 5. No changes moy be made to the approve c a roved drawin s without written permission From the issuing authority. SGAL~. pp 9 i
6. Contractor shall provide positive drainage au drainage away form the structure in all locations. I' =30
I 7. Reqyired setbacks: Front-35', Rear-25', M 72 GAUGE A~1(A' OR 2'%4' WELDED WERE ~y I i tear-25', Minimum Side-12' and Total Sides-30'.
HooNED oNro PREFORMET] CHANNELS oN 8. 30 and 50 (a5 tabled On plan) elide undisti METAL POSTS, OR iA5TENE0 TO CEDAR OR wide undisturbed stream buffer each side of stream, measured From top of bank. ~ --.:I DRAWN gY:
wGOO ~ Wi NO.B STAPLES. No clearing or grading other than selective n selective thinning and ordinary maintenance of exitsting vegetation permitted. T ,M.
ULTRAVIOLET RESISTANT eucK) MIRIFl q. State and Federal permit authorization may i ation ma be re fired from DENNR and the U 5. Cor s of En ineers rior to the I ~ Y ~ p g p 'SPECIAL CONDITION OF APPROVAL' ~ -
FABRC OR EWNALD+T ~CLY2ED TO WTRE ( i Wi META cups oR WIRE AT ~ ~ commencement of any land disturbing activ ~rbing activities in or near a lake, stream, creek, tributary or any unnarr,ed body I. Orange tree protection fencing will be installed DATE:
CENTEA. ~ of water and its adjacent wetlands. ids. as regy~red (i.e., 10' from edge of stream ! i
b• MIN ~ i 10, Wetland delineated by Environmental Service buffer line where Fillin is occurina and at i ~2/'~/d~ ntal Services, Inc. 9 i _ _
MAZ. SEDIMENT STORAGE IEVEI. REMOVE I SEA WHEN THIS LEVEL ~ REACHED oR I I. Tree rotection fencin must be in lace pr edge of clearing limits) prior to start of in place prior to any grading on the site. work on the site, ~ P T NQ,
As aRECTED BY coNSERVAna, msPECroR. , ' p g p !3. Owner: University Associates, LLC RO.IEG _LC
NCD07 `S OR ~S7 WASHED STONE ~ I _ l~ ~ P 0. Hox I 080004
• \ ~ ` , NC 27702
NOTES: APPtICABIE AT ALL Pouris of Durham ro r _ watttESS k EGRESS UNTIL ATE iS 682-4494 TRENCH, COVER W1 SOIL R TNT BACKF'LL $fA81U2E0. iREgJEM CHECKS OF
SHEET DRAINAGE (alll.Yl THE DEVICE AND TAACLY • _ - _ _ _ MANTENANCE MUST BE PROVM. 14. The pin number for this site is 0800-04-9 5~lE' 0800-04-90-5997
NAIXWL CRAM 1
CARRY AraROX.12' OF FABRIC WTO j } } i I
~ j
" CARRY 6' OF WARE INTO TRENCH. 10, MAX META, CEDAR OR 4* x4' TREATED wooD
POSTS AT 10'0 .C. MAX. CEDAR k WOOD STEEL POSTS - iVWAA ORANGE SIFT! IMRER POSTS SHOULD BE S' DEEP MRA
TEMPORARY CONSTRUCTION ENTRANCE /EXIT TREE PROTECT F[NCM NT.& 0~
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE

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I- Z ~ I ~ ~ ~ ~`i
ROAD WIDENING Z W f _ ___J
UNDER W CONSTRI~CTiON Z W ~ (IN FEET) ~ z ~ ,
. ~ 1~ ~ Q 1 inch - 30 ft. o o ~
_ ~ ~ ~ _ _ W _ ~ ~ . W - ~~a ill t ~1 ~ 4 . i aU .l. _
Z ~ ~ ~ ~ ~ e -NO'T' FOR GONSTRUC710N ~ ~ ~ ~ • PRfLIMINARI' PLANS ~e,xtrt,x~ n , - 4 rp~e
~ ~ / ~ ~ ~ THIS NOTf WILL Bf RfMOVED UPON FINAL ~ ' - ~d-, .i ~ ~ rr 0 E NMENTAL AGENCY APPROVING e r~ ~ - l APPROVAL OF G V R ~F
AIhICO BEECI-I LAKE L.L.C. / ~ . THE PLANS , ' , ~ _ s ~ ~ • ,;i , A
,,.,t DB 2647-~55 . / # OWNER/DEVELOPER/SURVEYOR SNALL OBTAIN ` ~ r'•,
O FINAL CONSTRUCTION DOCUMENTS FROM Df51GNER ~ ~ '
T~1 4~~-DI-03E \ / / PRIOR TO CONSTRUCTION STAKING. ~
A A ~1ENT5 25 RE,F / EXIST NG P RT ~ ~ ALL FULLY REVIEW 'y' ~ O ( rTNE CLIENT /DEVELOPER SN MAIN Pt TE ON ~,g',` ~ ~ r~ et a ,r" AND UNDERSTAND THE INFOR T 0 DE C D
NIP / ~ Z4f~tE --R~1= 8 N ~ AN SNALL APPROVE THE RELEASE r ~ Q ; ; TNESf PLANS D r#e ~ , ~ a~,1
.o ~ . OF THESE PLANS TO BE SENT OUT FOR ~~Nt I ( CONSTRUCTION. ee~aq~b~at~~'~;
_ . ~ ~ THE PROTECTION ~ ~ , n 3gq.4q / / ~ FENCING AND _ 5~e~~45 48
' ` CLEARING LIMITS \ - ~ ~ ~ OWNER= DACE {l ~ ~
\ 278 LINJ±. x ~ - _ , r
. ~ ~ a - - ~ i
~ _ - ~ . ~ ~i f ll,~+l~l~ t91~C>L lla0~6 ~~/~++5 ~ 'W 1t
276 _ ~ ~..,,i ~ ~ - _ 1 ~ TEf1PORARY .GRAVEL _ y . I t~ ~ ~ }
ti N TR CTION CO 5 U
ENTRANCE /S \ ~ TRE]_, SAVE ~ ~ ~ ~ r. a - ~ t ~~~1 fi~
TREE GOVERA~E ~ _ - u ~ _ - _ . _ _ _ - ~ /EXIST C t~
~.,AREA-16,163 S.F, - ~ w - _ - u A (i lED ~]~EA~ 43 ~a,r°, D 9
~ _ V ~ .n. ? e,
'c ~ , ~20.~0' ~ - - _ _ V 82 I , _ _ ~ r .1 fg~~'~~,,}~~~;~ry/~ r l'. ~ (j ~ ~d ViYd ! 5 i~'~~# ~ r
_ / ~ ~ ~ C~ ~
~ , S ~ . N ~ ` t _ II ~ U s ~ ~ ~ ~~a~~ Y6 ~b3 ~olFo ` - ~
FILL OVER PIPE MIN 24 COV R ~ ; ~ ' -J
~R ~ BUFFER I ~ ~ ~ SWALES TO DIVERT R TO EK i ` F TOP OF 136.90' GRADE / - 10 R P BE D t ~ w ,r
t0 ~a I A5 SHOWN. ~ w N * / / / fY Q ~ ~ PAVEMENT ~ ~
M ~ b~ ~ ~ ~ ~ ~ / i Q WIDTH U.1 ; ~ j VARIES z EXISTING IRON PAN r
CHECK DA ~ ~ E ~ 5 RCP ~ ~ a ~ R V Q~ ~ 2.b5 OP ROW. ~ OP wiDTN w
~ ~ ~ / ~ ~ PROJECT/DENUDED AREA ~ ~ ~ ( ' 1. vAR'ES NEW IRON PIN I _ ~
~°r ~ S M ~F. F t SHADED ~ F oa K ' ~
w ~ _ * F' T L \ ~ w L~y PROPERTY LINE
~ ~ 74 ~ ~ ~w w w ~ v
o ~ ~ 272 ~ / ~ ! / ~ , ~ ~ ~ ~ ~ , fl0 , Q _ LINE NOT SURVE ~ EC i
- ~ / ~ I z ~ / z 268 ~ ~ Q
o ~ 266 / 26. i
ba 6 / c
o +k 260 0 ~ \1.^.. _ r- W.. / o o ~ C ^
~ a. o ~ L.i~ Z n _ w L
w rv~Ol'4q'45"E 61S.A~' f`-.. ,y ..W ~ ~ l~ r . 5~~6~.~1.0 ~ \ / ` N / ~ ~ P OPOSED 54 R P
~ ~
SILT FENCE - ~ ; M NTAIN EXIST 2,635 OPE W ~ - ~ ~ w
~ , ~ ~P
i ~ RIP RAP PAD ~ 5 , s SHOwN ~ ~ ~
EA A ~ - ~ RALPH J. HEAL
5 - ! ~ D` R ~ ~ ti _ ~ o`~ ~ ~ D8 251-2~0
CL~ ~ ~ ~ ~ ~ A P ~ T _ , ~1 4~8-02;-004 T ~ 0
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' ~ ~..,.,'-..f o; _ E: ALL \ V E: ALL INFO r'IATION BASED N SURVEY BY f
I WU f _ t C~
LSE I -~';1 ROBERT C. LINCOLN ~ ~ - ~ RA ~ JUNE 20 20 ELEVATIONS ARE NO ~ ..LEE G GG ~ ~ cn
~ JOHN D. LATIf~ER ~ ' 0~ _ " ~ INA ~ RI RR ~ ~ 0 NORTH CAROL G ~ ~
PB 78 3 (n ~
n T~1 46~-01-Q~~OS ~ ~ ~ r' _ ; U ~ ~ i ~ _ l + ` u
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~ ZONE R20 0
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r e' ~ M"" o. Ncoor ~ s oR ~sT wasr+EO sroNE sNAU TREE SAVE AREA CALCULATIONS
roTK DRNNACE AREA FLOwINC I o AT~ uwn~iuLrio eE 5O'L Y 2o~w x e• NOTES FENCE MAY NoT ExcEED ~ ACRE. ~ 20% OR Ib,379 S.F. REQUIRED
2 SILT FENCES SNGUID Nor BE S"T ~ b~ A~CCOUMWA~TEUU~ TRUCKSDIS To BE 20.7% OR Ib,gb3 S.F. PROVIDED I . Boundary information taken from fie r r I~. Iggq ' en from field survey by J. fee Gragg, Reg~ste ed Land Su veyor dated eb.
) usED AT R~ ountrs oR IN FLOW ~ WATER PAOVroEO -NO DIMENSION LE55 THAN 25' hi in rmatian Pram Du u+~s of co"cErmurEO Flow ~ ~ i ~ ~ lip and tapagrap C f0 r ount Di ital 1=ile. REV-~;ONS: on from Du am C y g ~
(CREEKS DRCHUNES, SLAKES ' I ! ~ ~ ~ ~ PfT c. ENTRANCE(S) SMOUIp BE LOCATED TO ETC.) ~p PAOwDE FpR MAX,IAUM ~ILm BY ALL 2. Contractor shall verify the location t ~e location of all existin utilities and shall be responsible for any damage G~/~a/00 9
pN SE~WFl~ CONSTRUCTION vEMIC1£S, ~ ~ ~oN resulting from his activities. Call u' d. MUST 8E MAINTAINED IN A C0~ ies. Call unlit locator service 48 hours prior to digging. I-800-632-4g4q ~~%2~~00 y i I
WHICH ~u PREVENT rnACKwc ~ 3. All construction shall conform to the DIRECT FLOW OF MUD OMO STRE 06/28/00 form to the City of Durham standards and specif~cat.ons. j
PERK)DIC TOPDRESSINC WIM STONE TO INCREASE STOPADE CAPACTtt ANO SILL 8E NECESSARY; KEEP SOME HANDY. All COnStrUCtlan Shall Canfarm t0 all form to all state and local standards, specifications and code rec{~irements. i
PROLONG THE UFE OF THE SILT FENCE, IT • MATERIK WNICN SOLL MAKES R 15 GENERAIIY ADNSABLE TO DK: A ONi'0 ~ RQ40 MUST BE CLEANED UP Natlfy designer of any discrepancies. li screpancies. -
SEDIMENT PR IN FRONT OF YOUR LIST IMMEDIATELY FENCE WHENEVER PossIBLE. 5. No changes may be made to the ap s to the approved drawings w~~~thout written permission from the issuing authority. ' SCALE:
6. Contractor shall provide positive drai i five drama e awa form the structure in all locations. ' post g y I 30
7. Regyired setbacks: Front-35', Rear ' ' -I 'and Total Sides-30'. ( t-35 , Rear-25 , Minimum Side 2 ~ ~ -
'HOOKoMO Prta~~o casRON "y S. 30' and 50' (as tabled on plan) widE ~ plan) wide undisturbed stream buffer each side of stream, measured from top of bank. DRAWN BY:
METK POSTS, OR FASTENED TO CEOAR OR tom" W000 POSTS W/ NO.B SDd'1E5. d~~0 No clearing or grading of er t an se her than selective thinning and ordinary maintenance of exitsting vegetation permitted. T.M.T.
q, State and Federal permit authorizati t authorization may be regyired from DE~!NR and the U.S. Corps of Engineers prior to the ~s~~ciAt coNDiTiarJ of APPROVAL'
ULTRAVIOLET RESISTANT (BUCK) MIRIFI ~ ~ FABRIC OR EDUNKENT Sf(xMED TO LAME and disturbin activities in or near a lake, stream, creek, tributary or any unnamed body it g I. Orange tree protection fencing will be installed DATE:
w cups oA vnAE AT o• oFF commencement of any land distur ~r METK I CENTER. of water and its adjacent wetlands. lands. r fired i e. IO' from ed e of stream t wet as eqy ( 9 12/f 0/aa1
~wironmental Services, Inc. buffer line where Filling is occurina and at
~a.>,aN ~ i 10. Wetland delineated by Environmental MA%. SEDIMENT STORAGE Lfl'El REMOVE in n the slte. edge of clearing limits) prior to Start of - nust be in place prior to any grad g o work on t'ne site. PROJECT N0.
sEOU,~Nr YMEN Tns ~>s READ oR ~ ~ ~ 1I. Tree protection fencing must be in AS pIPECTED BY CONSERVAION RlSPECTOR. ~ ;fates LLC
13. Owner: Universit Associates, LLC T OR 7 WASHED STONE ~ Y 080004
is ~ ; I P.O. Box i
'702
1 I Durham NC 27702 C ' Bti NOTES: APPUCABLE AT ALL POINTS OF I l M NGRESS k EGRESS UNTIL SITE IS
TRENCH, COYER W/ SOK !e TAMP BAWILL 682-4484 STA9LRED. MEOUW CHECKS OF ' - - SHEET DRAINAGE (ONLY) THE DEYtCF AND TMELr 5, IEE
MANTENANCE MUST BE PROVIDED. 14. The pin number for this site is 08C i PNTUIRAL GRADE site is 0800-04-90-5gg7
CARRY APPROX.IT' OF FABRIC INTO
I a
" CAM e' OF WIRE INTO TRENCH, ~ 10' MAX
MEFAL CEDAR OR 4X4• TREATED WOOD POSTS AT 10'0 .C. YWL.. CEDAR ! WOOD STEEL POSTS - TENSTAR OftAAl iE SAFETY SAR"
POSTS SHOULD K 3' DEEP WDL OF
TEMPORARY CONSTRUCTION ENTRANCE /EXIT TW PROTECTION FENC14 NS.& SILT FENCE FOR. SMALL. DRAINAGE AREA tfS$ THAN ONE ACRE

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\ .AREA-16,163 S.F. _ - - - . -e = C ~ , A
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~ \ 4x ;t ~ ~ w ~ w , ~ VARIES ~ ' ~ R o.w. EXI3TIriQ} bR®N IPIN
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~ JOHN D. LATI~1ER w I ~ Rti to
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g oc uAx i ~ ~ I o. NcooT ~ s oR ss~ wrsHED sroNE swiu TREE SAVE AREA CALCULATIONS I) i07A DRIINACE ARFA FLOWING I BE USED. PAD TO BE 50'L x 20~W x 8' ~j .
D AT A MINIMUM. NOTES I FENCE MAY Nor ExcEED I ACRE. NcE ~ 20% OR 16,37q S.F. REG?UIRED Sil'P PLAN APP~~~ r e ~ ~Y ~
~ I z) sILT FoucES sHOULD NoT 6E s,Lt EE I ToRNINC Raolus suFncIENT To 20.7% OR 16 °163 S.F. PROVIDED uSEO AT P)PE DURETS oR IN Roop~~DArE SOCKS I$ To aE r 1 Boundary information taken from taken from field survey by J, Lee Gra Re istered Land Surve or dated Feb. 17, Iqq~ ~~V~L0P~~,4~ P~~~° ~ 99r 9 Y °~A~
AREAS of coNCSNTRATED FLOW III I I If, FLOW of WATER -NO DIr~lEN510N LESS THAN 25 (CREEKS, GrrcHUNES, STPES I I I I I Pa ErmawcE(s) SHOULD eE LoaTEO ro r I ~E and topographic information from ration from Duram Count Di ital File. 4~°-__... ?~I r ` Y 9 ~ RSV 1510NS~
~ Syp PROVIDE FOR MCYIMUM lrrlUn' 8Y ALL r~ 1 z SEp,ME~ CONSTRUCi1pNVEHICLES, 2. ContractDr Shall Verfy,the lOCatla ,the location of all existing utilities and sha(1 be responsible for any dama e r 9 D2/0100
' a. MUST BE MAINTaNED IN A CONORION resulting from his activities. Call vibes. Call utility locator service a8 hours prior to digging, I-800-632-4g4q i ~ 02/~q/00
WH1CH WILL PREVENT TRACKING OR 4 DIRECT FLOW OF MUD ONiO STREETS. 3. All CanstrUCtlOn Shall Conform tO ~I PERIp01C TOPORESSING WITH STONE O ~ rm h i r m stand r an i ~ ~S~rfsiU,~.~iT~~~?~ ~~~'iz~: ,ono to t e C ty of Du ha a d~ d specif cations. ,f+~ i°~u,~l~ li
~ i0 INCREASE STORAGE CAPACIM AND SILL RE NECESSARY; KEEP SOME HANDY. PROLONG THE ~FE of THE SILT FENCE, R 4. All construction shall conform to ~ r ;onform to all state and local standards, specifications and code rec~irernents. ~ ~
I$ GENERALLY AAVIS~BLE TO DIG A e. ANY MATERI4L WHICH SI1LL MAKES IT SEDIMEN" PIT U: FRONT DF YOUR LIS! ONTO THE ROAD MUST BE CLEANED UP discrepancies ` t ~ ~,~a ~
FENCE wHENE~ER PosslaLE IMMEDIATELY. Notify designer Of any dlSCrepanCll 5. No changes may be made to the ade to the a roved drawin s without written ermission from the issuin authorit ~~~'~"~`~-~~••"..~.w."-
pp 9 p 9 Y SGAL~. ~e positive drainage away form the structure in all locations. ,
6. Contractor shall provide positive c I I ~ I -30
,z GAOCE ~~(A• oR WELOED WIRE Ay 7. Regy fired setbacks: front-35', Re HOOKED ONTO PREFORMED CHANNELS ON ~ I 1 META Posrs, oR FrsrENEO To CEDAR oR 8. 30 and 50 (as tabled on plan u 'ont-35 , Rear-25 , Minimum Side-12 and Total Sides-30 .
I W000 POSTS W/ N0.8 STAPLES. 0`~YtaG on plan) wide undisturbed stream buffer each side of stream measured from top of rank.
,o' No clearing or grading other than DLTRIN+OLET RE515TM1T (aucK~ MrRIFl '°~M q. State and Federal permit authoriz h r h n selecti e thinnin an or in r' i DRAWN B of e t a v g d d a y mantenance of exitsting vegetation permitted.
FABRIC OR EQUNAIENT SECURED 0 wIRE rp W; META CUPS OR WIRE A7 A' OFF "nit authorization ma be re fired from DENNR and the 1J.5. Cor s of Cn ineers rior to th 7,M.7, y ~ p 9 p e 'SPECIAL CONDIT{oN OF APPROVAL'
OENTER / commencement of any land distur 3 land disturbing activities in or near a lake, stream, creek, tributary or any unnamed body
of Lvater and its adjacent wetland r t . M / :ent wetlands. I. Orange tree protection fencing will be installed DATE: as regyired (i e., Id' from edge of stream
MIX. SEDIMEM STORAGE LEVEL. REMOVE 6 a IQ. Wetland delineated by Environment O SEDIMENT WHEN THIS LEVEL IS REACHED OR Environmental Services, Inc. - buffer line where Fillin is occurin and at 2/~0/qq 9 9
AS DIRECTED BY CONSERVATgN INSPECTOR. I I . Tree protection fencng mUSt LJG I ~ must be in plgce prior to any grading on the Site. edge of clearing limits) prior to start of work on the site. PROJ~GT N0,
13. Owner: Universit Associates LL ~ NCDOT p5 OR /5) WASHED STONE ~ Y r sociates, LLC
> p n a,,,, 7 n n D,nnnd
~ vv~svv-r
NOTES: APPUCABl£ Durham, ALL POINTS OF urha{•Yl NC 27702 - INGRESS k EGRESS UN11L SITE IS TRENCH, COYER W/ SOIL h TAMP BACKFlLL STABILIZED, SHEET DRAINAGE (ONLY) T TINT CHECKS OF ~p82-L~1}gL{ 27702
C - - - - - THE HE DEVICE AND ND TIMELY r MAINTENANCE MUST BE PROVIDED. 14. he pin number for this site is V
- - - - - - NATURAL. GRADE L T its site is 0800-04-90-5997 75HEE7
CARRY APPROA.12' OF FABRIC INTO
9
CARRY 6' OF MARE INTO TRENCH. METAL. CEDAR OR 4'X4• TREATED WOOD 10 MAX 7-
POSTS AT 10'O.C. MAX.. CEDAR & WOOD POSTS SHOULD BE O' DEEP MIN. SIEEI POSTS - TENSiAR ORANGE SAFETY BARRIER
L TEMPORARY CONSTRUCTION ENTRANCE EXIT n SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE TREE PRMCnON FM14G N.T.S.
2

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~ / \ _ v ~ ~ ~ #PRfLIMINARI' PLANS -NOT FOR CONSTRUCTION ~ ~ rv - TN15 NOTE WILL BE REMOVED UPON FINAL ,~4a
APPROVAL OF GOVERNMENTAL AGENCY APPROVING ~4~, fi° a ~ fit,... , TN PANS
All'1G0 BEECH LAKE L.L.C. ~ . ~ / .
r.~r-~.,x-,~ DB 247-~55 / 1 . ' p #OWNER/DEVELOPER/SURVEYOR SHALL OBTAIN ~ 01° 1 FINAL CONSTRUCTION DOCUMENTS FROM pESIGNER ~ ~ w
~ 4 0 03E / ~ i / A I ~ ~ ; d ~ ;z
EXISTIN APART~1 NTS 25' REE / / G E ~M~/ . - PRIOR TO CONSTRUCTION 5T K NG. _ ~ p ~ rTNE CLIENT /DEVELOPER SHALL FULLY REVIEW ~ "
~s, ~ NIP ZOM-E --R~1-8 ~ ~ / F- AND UNDERSTAND THE INFOR(7ATION DEPICTED ON ~,•,gls'~'~~,~;';.~~ N THESE PLANS AND SHALL APPROVE THE REt.EASE
~ ~ ~ ~ - o - / ~ ~ OF THESE PLANS TO BE 5ENT OUT FOR r~P~'t~~~'ti,+?
~ TREE PROTECTION ~ gq.4q' ~ fENCIN AND ' 4548E 3 / / ~...r _-r CONSTRUCTION. ~~~aaim~~~~~'~
~ ~ X04 ~5 - CLEARING LIMITS \ ~ - ~ / I ~ ~ , ~ ~ ~ OWNER: DATE. I !
~ LINE' ~x 2~e ~ {
~ _'a. - _ ~ J
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3o X5a X6J ~ . . , •~.w 276 TEMPORARY GRAVEL _ _ ~l ll ~J' ll ~llu ~~1'11 11006 ti':~,1~1Gis _ I ~p~, ~ ~
~ ~ ~ CONSTRUCTION ~ ~ ? I` 1~~®~~1C.~r ~1'~~`~~ a ~ ~ L
....:TREE. SA ~ U _ I ~
~ _ Jj Ta;:,E COVERAGE ~ .
.,..AREA-16 2163 S.F, - - _ ~ ~ , ~ _ ;EXIST , _ - - j~/,~ ~~T ~ tl r a ~ ~ ~ ~ , ~ld'1~U1~~li~ ~ ! 3
~ " CP ~ ~ - ~ f[tR~\\'}''~'' I'j}''''~ftj'}'~r~(.''{'~~'f,1f ~1N ?VA/q 0~9 ~ ~5 17 A 9 m ~ t 5
. _ _ iso.5o~ - _ . ; _ ,I _ .
- i ~ ~ _ _ _ _ ~ ~ XT ND ONF~ $ T, ~
~ , \ ~ - _ _ OF ~ R EF0 'AND ~ ` _ _ ~ U t'~
r- 50.00' - ~ FILL OVER PIPE MIN 24" GOV R : ' / V ~ ~ ~ ~ w ~~1~E ~A1 ~07% Yb X63 ~o~a i - ~
~R M BUFFER ~ / r F roP of I~.aol ~ - ~ GRADE SWALES TO DIVERT R TO EK ~ .j - ~ (t~ w
~p ~'a / - 10 RPBED N AS SHOWN. ~ / j ; ; w ~f o ~ ~ ~ vt ~ PAVEMENT j Q ~
M U / 1 (Y ~ WIDTH
~ ~ 4Y CHECK DA / ' Q _ . ~ ~ ~ 4 ; R E 5 RCP VARIES ~ W ~ Ro.w~ ~ ~ ;EXISTING IRON PIN ~
g ~ ~ OP ~ ~ tl 2.63 ~ _ ~ ~ wiDTN w 1 _ vAaiES ~ NEW IRON ?IN
~ PROJECT/DENUDED AREA ~ / ~ i I R1 ~ . u SHADED \ s r~ uFF ~ - _ ~ ~
~ ~ - * ~ 7 F OP K ~ ~ / ~ p ~ ~ ~ , ROPERTY LINE
~ ~ ~9 ~ 4 J W ww
O ~ ~ 272 / / ; tDF I, Q - I LANE NOT SURVEYEC
r ~ \ ~ ~ r 00 w * / ~ p ? ~ - • 4 i~
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62 / _ ~
~ e°ro +k 260 c~ o ,,~s~' ~ ~ / o° I ~ ~I
- c _ (1 l _
~ '4G'45"E 618 i= a~ , N5~,5~.~RON w ? n J L
O ~ ~ ° ~ ~,J' f., . -~a.57 ~1 ~
s., . SILT FENCE r_~..v.--'; % f1 NTAIN EXIST 2~63~5 OPE ' ~ ` i s ~
IT xa ~ w _Z
~ - r~~.N ~ RIP RAP PAD ~ Q u~ r 1 ~P
S~' / S SHOWN , FA ~ ~R RALPH J. o ~ ~S LPN J. 'NSAL ~ p
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, A _ RY D`B 251-2~ W v~, N ~ 251-2~0 ~ a
-r 2 z , ; . ~ f- ; , VACANT 4~8-02004 0 cn VACANT• -
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~ , 1, ,t _ ~ . ZpNE R20 ~ SITE _ ~ ~
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W U r o - ~ ~ F: ALL I FIFO -.f z .LL INFO t'1ATION BASED N SURVEY BY ~ V R~~
---',,.~r ROBERT C. LfNCOLN ~ ~ ~ ; _ _ _ _ LSE DRAG ~E GRAGG JUNE 20 20 ELEVATIONS ARE NO 0
JO N D. L T NOR7~ _ _ ~ 0 ~ ~ ~ N~ORT~# CAROL I NA GR i ~
PB 78 -13 ~ ~P
,n _ ~ ~ ~ T~1 466 01 Q7~08 ~ ~
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~i ~ r s' ~ MAA o. NcooT ~ s oR ~s) wur+EO sroNE sHAU TREE SAVE AREA CALCULATIONS I
1) TOTAL DRNNACE AREA fLOWINO 8E USED. PAD TO BE SO'L % 20'W X 6' I D Ar''>a'NnAUM. 20% OR Ib 37q S.F. REQUIRED NOTi:S~ FENCE MAY N0T FXCEEO t A(xtE I
2) slLr FENCES sNOULD Not eE s'Lj n. TuewNC Rwlus suFnclENr ro 20.7% OR 16 963 S.F. PROVIDED { i field curve b J. Lee Gra Re istered Land Surve or dated Eeb. 17 Ia~gq ~ Y Y 99~ 9 Y
uSEO AT RIPE ourlMS oR .N AcooMMOOAn URGE TRUCKS .5 To 6E ~ I . Boundary information oaken from field sure urEls of coNCENrw,~o Flow Iii i I I1~ Flow ~ wArER F~ov,DED -NO DIMENSION LE55 THAN 25' and t0 a ra hIC Information from DUram CO ~ Duram County Digital l=ife. ~ R~~~/I~ONS:
(CREEKS, orrcr,uNES, SHALES I I i I I ~ Rn r. ENTRANCE(s) sNOULO eE LocATEO ro p g p ETC.) ~ StOR>~' PAGNDE FOR MAXIMUM UTILITY gY ALL SEaME~ CoNSrRUCnON vEH,CIES 2. Contractor shall verify the location of all e~ ipn of all existin utilities and shall be responsible for any damage I, G~lOaIOG 9
~,o all utility locator service 48 hours prior to digging. I-800-632-4g4q ~ ~ 0212x/00
o. MUST aE MAINTUNEO IN A OoNOTTroN resulting from his activities. Call utility loc 4R11CH WILL PREVENT TRACKMlO OR ~ olRECr FLOW ~ MDD ONTO STREETS 3. All construction shall conform to the City o the Cit of Durham standards and s ecifications. ! 06/28%00
PERaD~c TDPORESSMM> wrrH sroNE TO INCREASE STOPACE CAPACITY AND SILL BE NECESSARI; KEEP SOME HANDY. Y p all state and local standards, specifications and code reoyirements. I 'i
PROLONG nIE urE of mE suT FENCE, rr 4. AI I GonstrUCt101't Shall CanfOrm t0 a 5 ate G IS OENER.41Y ALVIS~9LE TD DIO A e. ANY MATERUi WHICH STILL MANES R ;ies. I
SEDIMENT PR IN FROM OF YOUR UST ONTO THE ROAD MUST BE ClFAA1ED UP Natify deSlgner Of any discrepancies. FENCE WHENEVER P05518LE. IMMEOMIELY approved drawings without written permission from the issuing authority. ~ SCALE:
5. No changes may be made to the approved c
Contractor shall provide positive drainage au drainage away form the structure in a!l locations. ~ ~ (~~_30~
,2 4-«4, oR 2'X~• WELDED WIRE 7. Regyired setbacks: Front-35', Rear-25', ('1 MOONED ONTO PRffORMEO CMANNElS ON Ay i I ?ear-25', ('1inimum Side-12' and ?~otal Sides-30'.
METAL Posrs. OR FASTENED To cEwR oR 8. 30 and 50 (as tabled on plan) elide undist( wooo Fosrs w/ No.e srARLES. ~c wide undisturbed stream buffer each side of stream, measured from top of bank. BRAWN gY:
~ No clearing or grading other than selective ~ selective thinning and ordinary maintenance of exitsting vegetation permitted. T T ~.M.,.
OLTR~uwLET RE~TAM (~K) M~,Fl q. State and Federal permit authorization may I\ FABAIC OR EOUNHENT SECURED TO vARE '4W ization may be regyired from DENNR and the J.S. Corps of Engineers prior to the ~ ~ _ r ~ 'SPECIAL CONDITION OF APPROVAL' ~I
W/ MEnL CUPS oR WIRE AT e~ ovF commencement of an land disturbin activil CENTER. ~ y 9 irbing activ~t~es ~n or near a lake, st eam, creek, tributary or any unnarr~ed body ~ I Orange tree protection fencing will be installed DAT>=:
of water and its adjacent wetlands. ids. as re gyred i e. .0' from ed e of stream ~ ~ 9 I ~ qG
o• MIN ~ 10. Wetland delineated b 1=nvironmental Service MAK. SEDIMENT SFOWGE LEVEI. REMOVE 1 Y ntal Services Inc. buffer line where Fillin is occurino and at i 9
SEDN,RM WHEN TNK LEVEL IS REACHED OR AS aREOTEO ar coNSERVAnoN tNSPECIDR. I I. Tree protection fencing must be in place pr in lace riot to an radin on the site. edge of clearing limits) prior to start of 9 p p Y9 work on the site - ~ ?ROJEGT N0.
13. Owner: University Associates, LLC NCDOT ~5 OA tF5) WASHEO STONE .LC
A I n n n -Y i Ob0004
• % Durham NC 27702
NOTES' APPLICABLE AT ALL POINTS OF ,I I 1 l
PIG TRENCH. COVER W1 SOIL tr TAMP BAL'ICFkI. S ! EGRESS UNTIL SITE IS t t STABILIZED. FREQUENT CHECKS OF ' I 682-4484 - - SHEET ORWAGE (ONLY) THE DEVICE AND TRAELY
- "NTENANGE MUST of PROVIDED. 14. The pin number for this site is 0800-04-q( NATURAL GRADE -q - S~IcET 0800 dA d 5Gg7
CAM APPROX.12' OF FABRIC INTO
~ I
- - CARRY S' OF VARE INTO TRENCH,
k 01 MAX METw CEDAR OR 4X4* TREATED WOOD POSTS AT TD'D.C. WAX. CEDAR ! WOOD STEEL POSTS - TOILSTAR ORMW SAFEtt BARER i
POSTS SHOULD K Y DEEP WL
SILT FENCE FOR SMALL DRAINAC.£ AREA LESS THAN ONE AGILE TEMPORARY CONSTRUCTION ENTRANCE /EXIT 7w PROTECT" f1:+Mw uns. 0~

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~ ~ _ - ~ IMINARI' PLANS -NOT FOR GONS'fRUCTiON ,,s,,,~~;;, ~.r ~ ~ THIS NOTf WILL BE Rfl~OVED UPON FINAL xr~'`' ,,Y,~
y K ~ - ~ - APPROVAL OF GOVERNf1ENTAL AGENCY APPROVING - _ a / ~ THE PLANS ' t ~ •
i w... ~ - _ - _ f~ . _ 1 g+~» .
/ _ ~ , ~ All'1G0 BEECH LAKE L.L.C. ~ / DOWNER/DEVELOPER/SURVEYOR SHALL OBTAIN ffi , ry; p . UMENTS FROf1 DESIGNER M
~ FINAL CONSTRUCTION DOC ~ ca , ~ PRIOR TO CONSTRUCTION STAKING. ~ ;
~t t r FULLY REVIEW ~ ~ ~ g p~ ~ ~TNE CLIENT /DEVELOPER SHALL ,i''u'`,r~'~
/ / / EXISTING APARTMENTS 25 RE, I FORMATION DEPICTED ON y,~j~~„,,„ r AND UNDERSTAND THE N _±d' , .
NIP ~ ~ ~ _ ~ ZOf~E._R~1-8 \ ' ~ NA L APPROVE THE RELEASE '~s q N THESE PLANS AND 5 L ~ , ,s t Q OF THESE PLANS TO BE SENT DUT FOR ya,r ~CN~
/ ra ~~aaem~c~~1"' _ CONSTRUCTION.
' ~ e / TREE PROTECTION „ ~ 3gq.4q ~ _ + ~~5 G8'` E 1 Z ~ ~ DALE, f! OWNER.
F'ENCIN~ AND 5 ~ / ~Q4 4 - ~c . ._s~e / ~
CLEARING LIMITS I1~ { _ T ~ I
LINE' x / . ~ a I ~ ~ ~ ~ ~ 11 ~ 1 _ ~ i I r l~.
'il~ ~o~~ A~ i ~ ~ILR,~~~
w ~ 30 x50 x~ ~ ~ ~ _ _ 276 TEMPORARY GRAVEL _ ~ ~ J~~ ~ n t.~ 7 R y
\ _ _ CONSTRUCTION ; . ~ ' ~ ' CC` ` ~ w _ - ENTRANCE - ~ l~
1 _ ID~1L~ ~ ~ > ~I I ~ ~ ?
TREE. SAVE ~ U ~ ~ r ~ 1~~ ~ ,
T}~EE COVERAGE u~' _ _ _ ~ , ~ti AR E>~ -16, ~i63 S . F, u. ~ . ~ _ _ _ _ _ _ _ . _ _ _ . _ ; - ~ ~o~~ # ' ! ~ ~ i l"illlVl~[ll 9 v,~ I L. ~ t z
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_ ~ ~ _ I ~ ~ s , _ , fi.. - _ n.. II - ~ ~ U ,
~ ' ~ ~ ~ FILL OVER PIPE MIN 24 COV R ~ / i , r 50.00' ~U ~
M uF~eR ~ ~ SWALES TO DIVERT R TO EK 1 X10'/~R P (3E D ~rR a e GRADE / ~J IJ
F TOP OF 136.90 ..1 - AS SHOWN. ~ ~ ~ # a / ~w N / ~ PAVEMENT j Q Q ~ ~
~ C` 0 vARiES ~ ~ ~ EXISTING IRON PiN I
~ r- - CHECK DA ~ E 5 RCP ~ ~ ~ ~ p t~ ~ Q ~ ~ 2.63 wioTN w
/ I ~ ~ ARE? ~ t ~ vA~~ES ` NEW IRON ?IN
cv ~ t PROJECT/DENUDED m ~ p op ' a K - ~ SHADE ~~y
t , * T B w ~ # ~ w, PROPERTY UNE l / , w ~
\ ` ~ JW ww > > LINE NOT SURVEYEC
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- ~ M NTAIN EXIStf 2~,639~5 OP$ SILT FENCE - w ~a. w - / ~
, -z ,<< ~ PQ ~ _ ~ ~ a RS
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_ ~ ~ ; _ _ E= ALL IN o; ' ~ V NATION BASED N SURVEY BY ALL INFO
f i _ o ~ 0 0 ELEVATIONS- ARE NO ~ ~
LEE GR ,1~ R OBE , RT C. LINCOLN ~ `1 _ 2 ~ E GRAGG JUNE 20 2 ~ cn LE , ~E ~
~ ~ o Nay ~ JOHN D. LATIMER O'LINA GRI ~ P~ 0 N JRT4~ BAR ~
PB 78-13 ~ -
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r ABANDONED ~ LANDFI ~ L~~ ti_s
W ZONE R20 _ O cn L
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MAx ~ s oR sT w~sHEO STONE s~ TREE SAVE AREA CALCULATi0N5
r,-.9 ~ ° BE USED. PAD TO BE SO'L K 20'W K e' NOTES coca DRUNAGE AREA Ftowlr~ D Ar A MINIMUM. 20% OR 16, 37q S.F. REQUIRED r r ~ and Surve or dated Feb. 17 IggG
FENCE MAY Nor ExcEED, ACRE. cE m ENT TD 20.7% OR i6,g63 S.F. PROVIDED I, Boundary information taken from field SALT ~ b. NRNING W~DiUS SV Ca 'rom field survey by J. Lee G. agg, Reg~ste ed ~ y RE'?'`IONS: File. i I
2) s~.T sl+auuo NOT eE AccouuowrF uROE TRUCKS ~ To e>: -NO DII'1ENSION LESS rNAN 25' oR,N PROmoED and topographic information from Durarr USED Ai PIPE OLfiIETS { ~ ~ Il FLOW OF WATER rrom Duram County Digital ' I 0~lOa!00
AREAS of coNCENrruTED Flow ' I ~ i ~ c. ENTRANCE(S) SHOULD eE LocuED To (GREEKS, Drrcr+ur+ES, swALES I P 2. CantraCtar Shall Verify the location 0 a ~I vRONDE FoR MAxnAUM unun eY uL ltin from his aCtNltie9. CAII Utllit) ovation of all existing utilities and shall be responsible for any damage 02i2a/CO
SEaM~ coNSrnucnoN vEFUCLES. ~ N resu g Call unlit Locator service 48 hours prior to digging. I-800-e32-4g4q ~ y 06i28~00
d. MUST BE M4NUINED IN A CONDmO w~,CH W,LL PREVE„T oR 3. All construction shall conform to the Ci n to the City of Durham standards and specifications. ' I I
DIRECT Flow DF MUD orao srREErs. PEPoODIC TOPORESSBJG wm~ STONE 4. All construction shall conform to al! sta tate and local standards, specifications and code requiremen~s. n to al! s ~ ~
TO INCREASE STORAGE CAPACITY AND SILL BE NECESSARY: KEEP SOME HANDY, PROLONG THE UFE OF THE SILT FENCE. R MATERUI WHICH Sell M4tE5 R Notify designer of any discrepancies. ,panties. ~
IS GENERALLY ALNSABLE TO DIG A ° ON1O ~ ROAD MUST ~ CLEANED UP SEDIMENT PR .N FROM of roDR uST ,MMEDNTELY 5. No changes may be made to the approv FENCE WHENEVER POSSIBLE. rmi si n from the Issuin authority. ~ SCALE: the approved drawings without written pe s o g
6. Contractor shall provide positive drainage rm the structure in all locations. ~ I =30 tive drainage away fo I
7. Regyired setbacks: Front-35', Rear-25 Rear-25', Minimum Side-!2' and Total Sides-30'. '
12 CA11GE 4"lU' OR 2'KA' WELDED W1RE ~y 8. 30' and 50' (as tabled on plan) wide ur r stream buffer each s;de of stream, measured from top of bank, PRAWN 5Y: n i to bed i u ds an) w de
HOOKED ONTO PREFORMED CHANNELS CM No clearing or grading other the se ec METAL POSiS, OR FASTENED TO CEDAR OR ~G than selective thinnin and ordinary maintenance of exitsting vegetation permitted. -r.M.T. 9 ~
wooD POSTS w/ Nos STAPLES. q. State and Federal permit authorization r horization ma be re fired From DENNR and the U 5. Corps of Engineers prior to the i ~sPEC~A~ coN~ITIaN of APPRova~' t Y ~ i
~ l AM &ACK MYRIFl N n a an land diaturbin a ULTRA`AOLET RESTS? ( ) M, i t rbin activities in or near a Joke; stream, creek, tributary or any unnamed body I, Oran e tree rotection fencin will be Installed ~ DATE: d5u g g p g
RBRIC oR EeOIJNAIENT SECURED ro vnRE GammenCeme t y g w/ MEru cups oR WIRE AT e' oFF T , of water and its adjacent wetlands. etlands. as regyired (i e., ;0' from edge of stream I2~IO~~q
CEN ER / 10. Wetland delineated by Environmental Se~ buffer line where filling is occurino and at I - ~nmental Services, inG. ed e of clearln limits) prior to start of
I` B' MIN I MAx. sEaMENT sTOa~E LENEEI. REM6aE I I. Tree protection fencing must be In plat n he site. ~ g .g ~ N0. t be in place prior to any grading o t a,ork on the s to ROJE~
SEDRdEM WHEN TH5 LE4EL IS RETCHED OR ~ ? ~ ~ I caner: Universit Associates, LLC AS DIRECTED RY CONSERMAION RISPECTgt. 3. 0 Y ,s, LLC 080004
T 7 WASHED STONE ~ OX r~ Ncoo Fs oR ~s ~ 1 I P .O. B
Durham, NC 27702 i
PONTS OF p . NOTES: APPLICABLE
. r GRESS : EGRESS ALL INGRES UNTIL SITE IS I 682-,4494 ro - I TRENCH, COVER W/ SOIL. k TAMP BATQ(FML STA9UZED, FREQUENT CHECKS OF I j e is OS00-04-q0-5gg7
SHEET oRAR+ACE (ONLY) THE DEVICE AND TAkLY 4. The pin number for this site is 0800-C MNNTENAAICE MUST DE PROVIDED.
- - - - NATURAL GRADE CARRY APPROX.12* OF FABRIC INTO z~ 17
iv CARRY b' OF WIRE WTO TRENCH. 1O' MAX
METAL. CEDAR DR WAX., TREATED W000 STEEL POSTS - TOWAR OW" SAFETY GARNER _ 0~
POSTS AT t0'O.C. NAY.. CEDAR ! WORD POSTS SHOULD BE 3' DEEP MRL.
TEMPORARY CONSTRUCTION ENTRANCE /EXIT TREE PROTEOTION F NCW 1CM SILT FENCE FOR SMALL DRAWA AREA LESS THAN ONE ACRE

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VARIES ~ EXISTIN~3 fiR®N PIN
~r \ Q~` ~ ~ / • a x - . ~ ~ ~ R.O.W. ~ ~ ~ W1DT4~ ~ W
cv ~ . ~ PROJECTtDENUDED AR~~, _ ~ / -.-A I m ~ ~ ~i yARiES ~ NEW JR®N PIN
. ~ SpIADED ~ - , ~ I~
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~ - \ ~ ~ _ W 'WETLANDS-5 885 S.F.~ ~ R _ RALF \ C~ \ 5 RALPH J. HEAL \ ~ 0 o~ z ~
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~ ROBERT C. LINCOLN ; w r ~ l.. , to R~
' ATI~IER ~ , ~ ~ ,w ~ JOHN D. L , , ~ ~ _ _ AR tI~ Ca W
I ~ _ _ , '4 PB 78 -13 U ' ~ ~ i,
f, ~ M - -07~OS ~ U Uj, , ~ T~1 4~~ 01 ~ A ~ _ A ~ ~
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J r e' ~ MAx I o NcaoT ~ s oR ys7 wASHm sroNE sHAU TREE SAVE AREA CALCULATIONS BE USED. PAD t0 8F 50'L K 20'W K 8' NOTES: t; TOTPl DRAINAGE AREA FLOWING D 4T A MINIMUM. 31 L C ~LP'9 ~ p N AP~R~~, i~ ~Y 7~~
FENCE MAY NOT EKCEED I ACRE. E 20% OR I6,37q S.F, REQUIRED ~~F/~~i.®f ~~L.1410 ~~5~~~9~~ b'
a ( sn.Y ~"0 ~ N iURN1NG w,Dws wFFlCIEUr To 20.7% OR Ib,g63 S.F, PROVIDED a> slu ~cES sNOULD NDT BE AccoMMODATE LARGE TRUCKS Is ro aE I, Boundary Information taken from fig usED AT APE Deans oR IN , FLOW of WATER PROwoED -ND DIMENSION LESS THAN 25 r hic information from D <en from field survey by J. Lee Gragg, Registered Land Surveyor dated Feb. 17. Iqq ~ ` REVISIONS:
ARFAS Of CONCENTRATED FLOW I , I , I I and topog ap (CREEKS, ORCNUNES, STAPES a ENTRANCE(S) SNOULL BE LOCATED 0 ~ l Fil :Ion from Duram County Dig to e
nD) ~ ~ I i' ~ DRtcE PR ~ PROVIDE FDR MAxIMUM anon BY Au ENT coNSrRDDT,oN VEHICLES. 2. Contractor shall verify .the location ;he location of all existin utilities and Shall be responsible for any damage 02/OQ/00 9 {
z SE°t~ ~ ~ hi i iti Call i a. Musr BE MANTA,NED IN A coNDmoN reSUlting }ram s aCt V es ties. Call utilit locator service 48 hours prior to digging. I-800-632-4G4q 02/2/00 y ~e t~vl~':~?v~iEs'~'I3~ f1uVi~''dY' S~a~C1 I
WHICH WILL PREVENT TRACKING OR 3 All ns ruction shall conform to t~ 4 , DIRECT FLOW OF MUD ONTO STREETS. CO t l PERIODIC TOPDRESSING WITH STONE dorm to the City of Durham standards and speclf Icatlons. I,
O T INCR S10RAGE CAPACITY AND SILL BE NECESSARY; KEEP SOME HANDY. 4, All COnstrUCtOn shall COnfarm t0 al o EASE PROLCNC THE LJFE OF THE SILT FENCE. R standards s ecifications and code re irements. i I nform to all state and local p ~ i ~~fl and tt~i~ a t~e:b~~~ afitar a'f=:~~i'~A`.i' II
~ I$ GENERPIIY ADVISABLE TO OH; A e. ANY µITERW. WHICH S)1LL MAKES R SFD4MENT Prt IN F'RONr DF YOUR LR'1 ONTO THE ROA? MUST BE CLEANED UP Notify designer Of any dSCreparlCleS r- FENCE WHENEVER POSSIBLE. IMMmATEIY. i i screpanc i es . ! __._m.~.~.._i`'
c 5. No changes may be made to the al in a h ri ~ SCALE: ~e to the approved drawings without written permission from the issu g ut o ty
6. Contractor shall provide positive dre ositive drama e away form the structure in all locations. 0' p g -3
P. 7. Re fired setbacks: Front-35', Reai ~t-35', Rear-25', Minimum Side-12' and Total Sides-30'.
t2 CAUGE 4'KA' OR 2'K4' WELDED WIRE K Q L,t HOOKm ONTO PREFORMED CHANNELS ON D~A 8. 301 and 50i (QS fabled On plan WIC ~ plan) wide undisturbed stream buffer each side of stream, measured from top of ~:ank. DRAWN BY:
ME1AL POSTS, OR FASTENED 70 CEDAR OR P WOOD POSTS W/ N0.8 STAPLES. ~~\~G _ No clearing or grading other than s ~ther than selective thinniriq and ordinary maintenance of exitsting vegetation permitted. T.M.T.
q. State and Federal permit author~zat it authorization may be required from DENNR and the U.S. Corps of Engineers prior to the 'SPECIAL. CONDITION of APPROVAL'
~ ULTRAVIOLET RESISTANT (BUCK) MIRIFl I FABRIC OR EQUNN.ENT SECURED TO WIRE 47p w/ MnAP cups DR WIRE a e' DFF commencement Of any land disturb) ,and disturbing activities in or near a lake, stream, creek, tributary or any unnamed body I. Orange tree protection fencing will be installed DATE:
~ of water and its adjacent wetlands. 3 rt wetlands. as req}iired (i.e , 10' from edge of stream
t E' MIN ~ 10. Wetland delineated by irnvironmenta r lin re illin is occurin and at ~2/JO/~Q nvironmental Services, Inc. buffe e whe f g g
M4K. SEDIMENT STORAGE LEVEL REMOVE 1 SEDIMEM WHEN THIS LEVEI IS REACHED OR I i . Tree protection fencing mUSt be In 1 e riot to an radin on the site, edge of clearing limits) prior to start of must be in p ac p y g g work on the site. PROJECT N0.
AS DIRECTm E7 CONSERJATpN INSPECTOR. fl 3. Owner: University Associates, LLC iciates, LLC
NCDOT ~5 OR X57 WASHED STONE \ P.O. BOX 711 080004
Durharn, NC 27702 7702
9'• • NOTES; APPLICABLE AT ALL POINTS OF n • _ - Q OF 682-~AnnA AH'I~i > ' - - TRENCH, COYER W/ SOIL k TAMP BACKFlLL INGRESS STABILIZED. k EGRESS FREQUENT UNTIL CHECKS SITE IS
SHEET DRAINAGE (ONLY) THE DEVICE AND TIMELY Q MAINTENANCE MUST BE PROVIDED. 14. The pin number for this site is OV 5"F, site is 0800-04-q0-59g7
~ - - NATURAL. GRADE
CARRY APPROX.11' OF FABRIC INTO
3 0
j CARRY 6' OF WIRE INTO TRENCH. 10' MAX u x METAL. CEDAR POSTS 10*a+ LW.. TREATED wn00
u AT T 10D.c. MAX.. CEDAR & WOOD S'IEEI POSTS - TENS'UR ORANGE SAFETY fl1RRIER POSTS a~ POSTS SHOULD BE 0' DEEP MIN. i
c- THAN ONE ACRE TEMPORARY CONSTRUCTION ENTRANCE /EXIT TREE PROTECTION FENONG N.T.S. of
a SILT FENCE FOR SMALL DRAINAGE AREA LESS AN i

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_ ROAD WIDENING Z W ~ ~ T ~ L
UNDER W ~ ~ , ~ ;
CONSTRWCTION Z W .w, - r , (IN FEET } ~ z m E _ _ . s ~ - - - ~ m
' Q ~ ~ Q . ~ r Q ® a~
~ ~ W _ n ~ n
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/ / `T r \ / ~ o ~ r .,.r'
/ A1~1~0 BEECN JAKE; L.L.C. ~
r~ DB 247-~55 ~ ~ , ,d
; ~1 - I - 03 ~ / T 4~~ 0 E , _ / ~ ~ ~ 1
EXISTING APART~IENT~ 25 REE
NIP / ZONE R~1-8 , / ~ / ~ ~ ~
_ - ~ / 1 _ /
/ ' TRITE PROTECTION ~8 , _ 14811E 3qq"4°1 ,
F, ENCIMI~ AND 504 45 _ ~ ~ r " , f ' / / - ~ CLfARIN~ LIMITS ~ _ ~ i ~ .T -
LINE X 276 ,e-'~"" .r~, r ~ , .
~ , ~s , . ~ ~ y -
- ~ ~
I / l ~ ~ x ~ _T _ 2'76::. 1'E~.`4P - ARY~R,4VEL ; _ - ' ~ ~ i~,,Y
- ~ - ~ i '4 X ISTR COON / - ~®1l `lY~~ ~~~`LY ll
l ~ ' :b"~ ~ - ~ ,TREE. 5AV`E ~ ~ 1:~1T~A, GE ~
- - \ TREE COVERAGE . , _ _ ` N
- r ~ . - ~ .AREA-16,863 5.F, I , - - ~ - _ I ~ .,r / - / ' .u_ 4, / ~ 1~2QD ;
f'`~ - - .r- - ~ / I . ~ 4
, ~ ~ / ~ ~ ~ - - ~ _ - ..r ~ ~ ~ ~ ~L7LL~111 ~~Vlid (JLI~IILi! L da~~ is ~oll o ~ ~ ~lW~~ V 1l®~~ ~
" ' ~ I~ ~ 4~ ~ ~
I _ _ ~ - i i / °S . _ _ V ~ _ - ~ ~ _ ~S. ~ ~ u
r , . `l ~ ~ 50:~. i 1 ~ ~ ~ ~ ~ U 'w 11 J1~11L~LLJ ~l D V LL/ f 111L~L1/~ 11 ~o ! ~ A 1i ~~1!? W oil o
9 R~+4M BUFF'EI~ FROP~TOP OF 136,90 ~ r
PAVEMENT ~
~ / i , i~ ~ WIDTH ~
~ - ~ i ~-Q IfY ~ R.D.W. ~ ,
\ ~ _ ~ ~ • . ~ , PR~JECTlDENUDED ARC ~ ~ /4. I u- ~ ~ s WIPTN w VARIES ~ ~ ~~;~~N~~
~ - , ~ u ~
~ A , , - ~NA!?ED -
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o ~ , i ~ - Q _ ~ R.IIVE N(~d' SURVEYEID
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. T a U ~ ~ SILT FENCE _ - w, s ~ C
~ ~ ~ ~
W - ~ ~ , NT / Q 1 ~ ~
W ~ ~ ~ A~ - Z ~ E / W .,.WETLANDS-5,885 5. F. ~ , R o ~ ~ RALP~I J. NEAL \ ~ p
~ ~ ~--w - 5~ ~ I ~ R _ ` o~ z q ~
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c 9 ~ ~ ~ VACANT
~ . ~ ~ 4~
/ ` - ~ • ~ / ~ \ ~ ' Zt~NE'~ R20 ~ ~ ~
,,r r. \ ~ cd , ~ ~ - _ ~ \
_ ~ _ I ~ V ~
ROBERT C. LINCOLN , - w ' l \ ~ o
~ ~ ~ W . ~ N AT1~1ER - . ~JOND.L I ~
PB 78-13 U W
. U~ 4
\ ' ~ ~ Y y - _ ABANDONED'LANDFI L ~ ~
NTS
. ~ ZONE R20 ~ ~ I 0
- y, L
i 1. 0
_ _ ~ ~ w ,
' I ~
z I ~y~, 4 YfYYi r
~ r a' ~ M"" ~ ~'i a. NcooT M s oR ~s7 WASHm sroNE sHUL TREE SAVE AREA CALCULATIONS ~ """1
~ BE USED. PAp TO BE SO'L X 20 w K B Toro DRNNAGE ARFA FLOVnNG D 4T A MINIMUM. NOTES: A~~~~~~~~ ~ 4 ,
I FENCE MAY NOT ExCEED 1 ACRE. CE 2OX OR 6,37q S.F. REQUIRED a I s) SILT Fv+cES sHOUIO Nor BE s'LT ~H 1 e tvRNlmc ruDws su~clENr TG 20.7% OR 16,863 S.F, PROVIDED A,ccoMMODAtF u,RGE rRpcxs Is ro BE Boundary information taken ra Re i tered n r e or dated Feb. 17. IggG q~V~~.®P'~~N~` ~ b~ ~tlon taken from field survey by J. Lee G gg, g s La d Su v y
us¢o AT PoRE ouncrs OR 7N FLOW of wA?ER PROV~oED -NO DIMENSION LESS 1-NAN 25' _ MEAS OF CONCENTRATED FLOW ~ ~ I I I IT, i it ~~~I'' REVISIONS: n ormatlon from Duram Count DI tai F e. f Y 9
(CREEKS, ORCHUNES, SWHFS I I c. ENTRANCE(S) SHOUtL BE LOCATED i0 and topag(ap IC Informatan ~ ETC.} ~(I ( ~pgAOE.~ PROYICE FOR MAXIMUM MUIY BY ALL 2. Contractor shall verf .the 1 verif .the location of all existing utilities and Shall be responsible for any damage 02/0/00 Y
z SEp1ME~ CONSTRUCTION VEHICLES. y f~.' \ 1 s activities. Call utility locator service 48 hours prior to digging. I-800-632-4g4q 02/2Q/00
~ d. MUST BE MNHTNNED IN A CONDmON resulting }ram h~5 act~VteS. ' ~ WHICH WILL PREVENT TRACNINC OR DIRECT FLOW OF MUD OMO STREETS. 3, All construction Shall CanfOrr shall conform to the City of Durham standards and specifications. ~ ~u;ai,~
~ ~ PERIODIC iOPDRESSING WITH 5RlNE TO MCREASE STORAGE GPACRV AND SILL BE NECESSeRY; KEED SOME HANDY. ?
PROLONG THE UFE OF THE SILT FENCE, R ll can$tructiOn $ all canforr `V, IS GENERALLY ADVISABLE TO OIG A e- ANY MATERIN. WHICH STILL MAKES R c shall conform to ail state and focal standards specifications and code re irements. J L ~~u?i and E~e;;~a's afit~r ~Pf~A:~~,;,: tl
SEDIMENT art IN FADN* OF TOUR USi ONTO THE ROAD MUST BE CLEANED UP NOtFy de$Igner of any d$Crf FENCE WHENEVER POSSIALE. ~MMEDATELY. ~f any discrepancies
5. No changes may be made tc r drawin s without written ermission from the issuin authorit ~-......~,w.._ be made to the app oved g p g y SGALE-
6. Contractor shall provide posi rovide ositive drainage away form the structure in ali locations. I~_ I p p I -30
7. Re fired setbacks: Front-3! iY GAUGE A'I(4' OR 2X4' WELDED WIRE Front-35' Rear-25', Minimum Side-12' and Total Sides-30'.
HOOKED ONTO PREFORMED CHANNELS ON { ~ 8. 30' and 50' (as tabled on pl METAL POSTS, OR FASTENED TO CEDAR OR I wooD Dosrs w/ NG.e srARLES. No clearing Or grading other tabled on plan) wide undisturbed stream buffer each side of stream, measured from top of tank. DRAWN BY.
•ading other than selective thinning and ordinary maintenance of exitsting vegetation permitted.. 7,M.7,
~ uL>RAVa~T RESISrwT (BUCp MIRw ~ q.~Jtate Qnd Federal perm It aU FABRIC OA EOUNALENi SECURED TO WIRE ~N 1 al permit authorization may be rec~ired from DENNR and the U.S. Corps of Engineers prior to the 'SPECIAL CONDITION OF APPROVAL'
W/ METAL CURS OR WIRE AT 9' OFF commencement Of any land CENTfR. / >f any land disturbing activities in or near a lake, stream, creek, tributary or any unnamed body I. Orange tree protection fencing will be installed DATE:
of Luater and its ad 'acent w 3 J adjacent wetlands. as regyired (i.e., IQ' from edge of stream
~ a• MIN I ~ 10. Wetland delineated by Envirc ANJ(. SEWMFM STORAGE LEVEL REMOVE 4 n it mental Services Inc. buffer line where fillin is occurin and at 2/0/qq .d by E v on g g
SEDIMENT WHEN THIS LEVEL IS REACHED OR T fl. Tree protection fencing mus 0.5 DIRECTED BY CONSERVATION INSPEC OA. ~encin must be in lace rior to any grading on the site. edge of clearing limits) prior to start of 9 p P work on the site. PR0.IEGT ND.
x 13.Ou~ner: Universit Associate % NCDOT ~5 OR f57 WASHED STONE ~ y ty Associates, LLC
U P.O. Box 711 ,x 7II 080004
~I~ n-rtnn
Bti NOTES: APPLICABLE AT ALL POINTS OF UUT f iG(T I~ IVL. L 1 / UL ~ IVI.. L 1 /UL
TRENCH, COVER W/ SOIL k TAMP BACKRL. STABILIZEDI~~, k EGRESS FREQUENT T CH CH SITECKSE IS OF 682-4494 ~ SHEET DRAINAGE (ONLY) THE DEVICE AND TIMELY
MAINTENANCE MOST BE PROVIDED. 14. The pin number for this sit, for this site is 0500-04-q0-59g7 Sf+ET
NATURAL GRADE T CARRY APPRO%.11' OF FABRIC INTO
S
/ CARRY E" OF WIRE INTO TRENCH. 10' MAX 0
METAL, CEDAR OR i'xF TREATED WOOD u POSTS AT 10'0.C. MAX.. CEDAR & WOOD STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
y POSTS 94OU D BE J' DEEP MM. I
ACRE TEMPORARY CONSTRUCTION ENTRANCE /EXIT TREE PROTECTION FENCING N.T.S. n SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE
/ O

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I d '0 1 L~ ~ ' - 'p 1 i ~ a
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_ r _ =''z GRAPHIC SCALE ~ ~ ; g fY. _ ~ ~ ~
~ ~ ~C. t 30 0 15 30 60 t20 ti~ ~
Z r ~ ~ ~ ~ I ~ ti
ROAD WIDENING z W UNDER W ~
~ ~ ~ ~ ~ ~ ` _ j CONSTRICTION Z W Itra, _ ~ - ~ ~ - IN FEET ~ ~
• d _ _ ( ) z ~ . , ~ 1 inch = 30 ft " G
~ - _ ~ i o ~ <s
W Z ~ / \ ~ - ~ , 'll ?PRELIMINARY PLANS NOT FOR CANSTRUC710N ,i7„ ~ c~';° 1
1 _ ~ _ ~ , ~ - _,l THIS NOTE WILL 6E REMOVED UPON FINAL '~>1 ' , l~ APPROVAL OF GOVERNMENTAL AGENCY APPROVING
~ ~ / . Al~GO BEECH LAKE L.L.C. ' ~ ~ _ . I . ~ THE PLANS ,C .
/ ;`w--~• DB 247-655 O ~ ~ ~ OWNER/DEVELOPERISURVEYOR SHALL OBTAIN ,`~r
~ 1 / . TM 466-OI-03E i FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER ~ mod,'. ~ ' M
/ I d s PRIOR TO CONSTRUCTION STAKING. ~ ~ ~ :c.
EX STING APART~1ENTS 25' RE1T / / ~ ~ - ~ NIP ~ +Tr-IE CI_iENT /DEVELOPER S+~ALL FULLY REVIEW r .~c:;a d
Zf~NE~ R~1-8 ~ ~ ~ ~ f' AND UNDERSTAND THE INFORMATION DEPICTED ON ~ ~ ~ ~ ~ THESE PLANS AND SHALL APPROVE THE RELEASE ~'g ~ 'v~~'`
THE PROTECTION ~ - ~ - n q Aq1 ~ ~ OF THESE PLANS TO BE SENT OUT FOR .~~i ~~t~, ~~d
FENCIN AND _ , ~g5'40 E 3q / / 5 4~ _ _ ~a4 ~ I , CONSTRUCTION. ~$a~ .,»a~~ era
' , CCEARI G LIMITS V ~ / I N ti _ _ "-278 L 1` x ~ ~ 4Z OWNER: DATE, (s
~
~ ~ _ ti, - - I 111tti1 L ti, . _
- s' ~ I I I ~ ~ . 30x50 x,(d ~ ' _ _ 276 1 _ ~ _ i ~ ~ ! 1 i i l
TEMPORARY .GRAVEL = ~ ` ~ ~ / ~ ~ ~ _ ~ CONSTRUCTION '~'~'g'~,.. ~o~~
~ H i,) t.) _ I~~~~U ~1~i ~ < ; ~ n
\ TREE. SAVE Q U - ENTRANCE r ~ r ~ _ TKEE COVERA~,E _ _ - t,
u~ ~ ~ AREA-16 q63 S.F u. i _ _ I ~~j ~r ~ ~ rj
_ ~ _ CP ~ ~i~~~~` ~ ~ ! ~
_ , I i2o.~ol ~ 43 3~3 ~a~~ , . ~ m f l Sl ~ i
/ ~ 1 i,,l
` ~ _ _ _ _ 1 XT ND O~lFlB T ~
gR ~ _ _ j , s a S (L ~ U i C'f y
500° FILL OVER PIPE P11N 24" COV R i ~ U 'r"' ~3TR M 6UFFER ~ / ~ 1 F Toy of ~36.ao' - ~ GRADE SWALES TO DIVERT R TO EK 1
N ~ AS SHOWN. f ~ ~
M t / / / ~w ~ r- ? 'C' p~ / ~ Q a ~ v~ ~D PAVEMENT ~ ~ L.. I
~ ~ V ~ ~ CHECK DA ~ 4 R E ~ 5 RCP - ` f ~ o'~ WIDTH VARIES W ~
g ~ 4 ~ ~ ~ ~ N X 2.63 OP ~ R o.w. ~ EXISTING IRON PIN I OP ~ wicTH ` ~ ~ ~ I
m o~ PROJECT/DENUDED AREA / ; i V\ ~ ~ ~ s M U6F _ vAR1ES ~ NEW IRON PIN
_ SHADED F oP ~ ~ w ~ i
_ ~ - ~ t w ~ , PROPERTY ~'~NE
o ~ ~ 74 ; ~ J W ww ~ I
~ \ 272 / / ~ l 1 I, i Q ~ ~ ~ ~ LINE NOT SURVEYEC ~
~ i Z - ~ 268 * ~ Z ~ ~ ~ ~
2lp ~ 6b
6 / o '•r-- J ~ 2G0 o°ro ' ~ ~ 1
I r` Q. / ~ ~ r.~ Y
\ ~ E 6 8.4~' r . _ ? a C ' 111 ? i~
5~b~6~.lON / ~ ' " / P OPOSED 54" RCP ~ _ J ~ ~ J
~ . / -7q.57 { N _ , _ LL V
S LT FE CE ~ M NTAIN EXIST 2~63~5 OP8 ~ ~ ~ _y-~~,_./ - w TYP. W ~ ~Y ~
'T ~ W ~ - M N ~ RIP RAP PAD F, ~ Z ~ -l j Q~ ~ ~
J _ 5 ~ / S SHOWN ~ F A ~ ~ ~ ~ t~
\ ~ER ~ ~ ~ RALF ti~ Y 5 _ . ~ , RALPH J. HEAL ~
W ~ A - \ x DAB 251-2~0 _
W N T~1 4~8-02~-004
Z ~ ~ A ~ _ ~ C~' cn VACANT~~
` ~ 4~ ZONE R20 ~ srrE _
C~ \ ~
,f ~ ~ E: ALL ~ ~'E: ALL INFO f'1ATION BASED N SURVEY 8Y
I _ ~ R08ERT C. LINCOLN ~ ~ _ LSE ~ _ ~ V
~ ~ ~ ~ z LSE RA `JUNE 20 20 EL ATIO ~ GG EV NS ARE NO , 0
' ' ~ JOHN D. LATI~1ER - _ _ E ~ ~ 0 NORTH CAROL I NA GR I _ ~ ~A cn
PB 78-13 ~n ~1 6-01- 7~0 ~ L~
T 46 Q 8 iI -T- / 4 _
W ABANDONED LANDFI L,~ ~ ~ i ~ - _ ~
N 0 - T, ~ ZO E R2 _ tiT:~ ~
• CU
T ~ r i i-
O
h , r---
C
r D' OC MA% ~ a. NCDOT N 5 OR /57 WASHED S10NE SHALL
rora oRUNACE AREA FLOwINC aE usEO. PAD To aE SO'L z zo'w x s• TREE SAVE AREA CALCULATIONS I D AT A MINIMUM. NO1~ES~
FENCE MeY Nor acEED ~ ACRE. ~ 20Y OR 16,37q S.F. REQUIRED 2) sEr FENCES snouLD Not eE J/ ALT e. ruRNINC Rwlus suFnaENr To 20.7X OR 6 q63 S.F. PROVIDED
user AT PIPE «mns oR .N ACCOMMODATE URGE TRUCKS IS TD BE ~ I . Boundary information taken from fie AREAS of CONCENTRATED now I i ~ it FLOW GF WATER PRant~° -NO DI(7ENSION LE55 THAN 25' en from field curve b J. fee Gra Re istered Land Surve or dated Feb. 17 Iggq Y Y 99, 9 y
(CREEKS, DncnuNES, swots , i 1 ~ ~ ~ ~ PR 7 0. ENTw~+ce(s) snow eE LocAreD To Qnd tapagCaphlC Information Pram i]L ETC.) ~ ~ µF18 ~pP/~' PRCMDE FOR MA1fNNIM UTILITY BY ALL on from Duram Count Di ital File. c, Y 9 I R~f .,~~NS
SEa CONSTRUCTWN vEHCLES 2. Contractor shall verify the location ~ N i ~ l i 'n ~ i ie nd hall r ~ r ~ ~ ~e location of al ex sty g util t s a s be espons~b~e fo any damage ! 0~:lOa/00
o. MUST BE MMf(Uk1EO IN A CDt~R10N resulting from his activities. Call u I WHICH w1L1 PREVENT TRACKMIG OR ies. Call utility locator service 48 hours prior to diq in I-800-632-~q~q ~ r~ ~~a ~r~ _9 9 ~ ~/0~
DIRECT nOw of MUD ONTO STREETS. PERaD~ ToPORESSINC WRH SroNE 3. All construction shall conform to the form to the City of Durham standards and specifications. ~ ~ ~ ~ r~ ..6i 28/0
TO INCREASE STORAGE CAPACItt AND pLL BE NECESSARf; KEEP SOME wWDY. L. PROLONG THE LIFE OF THE SILT fENCE, iT mot. All constrUCtlcn si Iall ~anfarm to all form to all state and local standards, specif(cations and code re irements.
IS CENERAlLY AGNSABLE TO DIG A e. ANY MATERUL WHICH 5i1LL MAKES R SEDIMENT PIT IN fRONT Of YOUR UST ONTO TnE ROAD MUSE E~ CLEWED UP Natfy designer of any discrepancies. FENCE WHENEVER POSSIBLE. INMEDWTELY screpancies. ~
5. No changes may be made to the apl to the a roved drawin s without written ermission from ri pp g p the issuing autho ty. SGAL;=:
6. Contractor shall provide positive drai positive drainage away form the structure ~n all locat,ons. I
Iz G~ ,•K,• oR 2•lu• WEIDED »~RE 7, Regyired setbacks: Front-35', Rear _I ~ T ~ I =30 t-35 , Rear-25 , ~1lnlmum Side 2 and ~ otal Sides-30 .
HOOKED OMO PREFORMED CwWNELS ON METAL Posrs, oR FASTENED ro cEaw oR pdr° 8. 30' and 501 a5 Tabled on tan wide ~ p r m r h i r ~i ~ - ~ plan) wide undisturbed st ea buffe eac s de of st eam, measured from top of bank. ~
wODD POSTS W/ N0.8 STAPLES. d~ No clearing or grading other than se her than selective thinnin and ordinar maintenance o~ xi i DRAWN BY: g y e tst ng vegetation permitted. T
ULTRAVIOI.Ef RESISTANT (BIACK> MIfNFi ~ ~ q. State and Federal ermit authorizatil authorization ma be re fired from DENNR and the U.S, Cor s of En ineers rior to the ' 'M''
FABRIC OR EOUNALENT SECURED TO wHtE 4dV l ~ p W/ ME1A1 CUPS OR WNtE AT B• OFF CENTER. commencement of any land disturbin y ~ p ~ p SPFCIA~ CONDITION OF APPR ` A' find disturbin activities .n or near a lake, stream, creek, tributar or an unnamed bod ~ 0~ 9 Y Y Y '
of water and its adjacent wetlands. I. Orange tree protection fencing wili be irstalfed ~ DATE: t wetlands. as re (red i.e. 10' from ed e of stream
I a, ~ ~ MAK. SEDIMEM SroacE LEVEL aEMONE ~ 10. Wetland delineated by Environmental ~ ~ 9 a vironmental Services, Inc. buffer line where filling is occurina and at I 12~!0~ q
SEDMAEM WHEN THIS LEVEL IS RE/~HED OR AS DIRECTED BY CONSERVA,ON msPECroR. , , I I. Tree protection fencing must be in I bust be in lace prior to any grading on the site. edge of clearing limits) prior to start of t p work on the site. ~ T
\ 13. Owner: Universit Associates LLC pRO.lEG N0. rates, LLC
NCDOT 5 OR 57 WASHED STONE I Y 1 t ~ j I P 0. Box ? I i 080004
NOTES: APPLICABLE AT &L POINTS OF I Durham, NC 27702 702 I
MGAESS At EGRESS UNTIL SRE IS TRENCH. COVER w/ soa t rAAAP Bud FE - s DEVICE AND TIM cMEas of b82-4484
SMM ORA04AGE (ONLY) THE DEFACE AND TIMELY G82-44q4 - - - "NTENAI6E MUST BE 4. The pin number for this site i 5 SET site is 0800-04-q0-5gg7 li
NAWL GRADE is 080 - ' ' - CARRY APPROX.12' OF FABRIC WTO
I
CARRY 6' OF WRE INTO TR[NCH, II L7
10' MAX META, CEDAR OR 414' TREATED WOOD f POSTS AT 10'0 .C. MAX.: CEDAR Z WOOD STEEL POSTS - TOWAR ORWX SAFETY NRRER i
POSTS SHOO D K 3' DEEP MM.
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE TEMPORARY CONSTRUCTION ENTRANCE /EXIT TW PROW FtMCN® NT.S.
OF

DB 2647-io55
T1” 14(oh-01-03E
EXISTING APARTI" 1 ENT 25' REQ
ZONE Ri"i_g. NIP
n_
- \
,
r
WETLANDS
' r .
CL
CL
LU \
r
\ i N01°49'45"E 618.43' -, • *"_ "'`
U
SILT FENCE � ._---" �, ,J..- --�„_ + . � w:
W z I 1 \ \ TYP. / \ �'
T
z ,WETLANDS -5,885 S.F. RALPI-i J. NEAL
W �.
W \ \ ' , Age 5 ,.= . , = DB 251- 2q0 \�
468-02--004 \s
F--
ry -``'-' _ -.� ZONE R20
W U
ROBERT C. LINCOLN'
t JOHN D. LATINER
aS
U� P8 78-13 U
Cn TN 4(o-01-07$08
ABANDONED 'LANDFI L -I
C.�
ZONE R20
1 U
o
12 GAUGE 4'X4' OR 2'X4' WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS, OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO.8 STAPLES,
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CUPS OR WIRE AT 8. OFF
CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
8. OC MAX -'I
EMSTING IRON PIN
1) TOTAL DRAINAGE AREA FLAWING
TRENCH, COVER W/ SOIL & TAMP BACKFILL
FENCE MAY NOT EXCEED I ACRE.
FENCE
2) SILT FENCES SHOULD NOT BE
SILT
USED AT RPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW
FLOW OF WATER
I I I
(CREEKS,EORCHUNES, SWALCS,
I 1 III PC
\ S ST 0 GE
i
�,� SEp1ME1'L
\
4
1
TO INCREASE STORAGE CAPACITY AND
1 SILT FENCE FOR SMALL
PROLONG THE LIFE OF THE SILT FENCE, IT
IS GENERALLY ADVISABLE TO OIG A
SEDIMENT PIT IN FRONT OF YOUR LIST
FENCE WHENEVER POSSIBLE.
12 GAUGE 4'X4' OR 2'X4' WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS, OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO.8 STAPLES,
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CUPS OR WIRE AT 8. OFF
CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
MM
o. "COOT # 5 OR #57 WASHED STONE SHALL
BE USED. PAD TO BE 501 X 20'W X 6'
0 4T A MINIMUM.
D. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTIUTY BY ALL
CONSTRUCTION VEHICLES.
a. MUST BE MANTANEO IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPORESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
NCDO
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS k EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE /EXIT
TREE SAVE AREA CALCULATIONS
20% OR I6,37q S.F. REQUIRED
20.7% OR IG,01G3 S.F. PROVIDED
-NO DIMENSION LESS THAN 25'
4 10• WX
STEEL, POSTS - TENSTAR ORANGE SAFETY BARRIER
TREE PROTECTION FENCING N.T.S.
0
ion
Sq)
Ke4�i_m;
s V= =
STOP
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET,_)_
1 ill111111" I AII\ TIF "
/lel\II\G
DENUDED AMA
19I:RA f11)t SURFACE A(I'\I.I'A
PIN
= SAVE ARTIA
GRADWIG PIAN
® S.F.
37063C��
439303 S.F.
(3.1%0) -®1-2
0800-04-90-5997
M°7%)169963 S.F.
LEGIEND
EMSTING IRON PIN
NEW IRON PIN
TRENCH, COVER W/ SOIL & TAMP BACKFILL
- - - -
SHEET DRAINAGE (ONLY)
_
NATURAL GRADE
kk
CARRY APPROX.12. OF FABRIC INTO
z
3
CARRY 6' OF WIRE INTO TRENCH.
i
METAL, CEDAR OR 4'X4- TREATED WOOD
POSTS AT 10'O.C. MAX.. CEDAR h WOOD
POSTS SHOULD BE 3' DEEP MIN.
1 SILT FENCE FOR SMALL
DRAINAGE AREA LESS THAN ONE ACRE
MM
o. "COOT # 5 OR #57 WASHED STONE SHALL
BE USED. PAD TO BE 501 X 20'W X 6'
0 4T A MINIMUM.
D. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTIUTY BY ALL
CONSTRUCTION VEHICLES.
a. MUST BE MANTANEO IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPORESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
NCDO
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS k EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE /EXIT
TREE SAVE AREA CALCULATIONS
20% OR I6,37q S.F. REQUIRED
20.7% OR IG,01G3 S.F. PROVIDED
-NO DIMENSION LESS THAN 25'
4 10• WX
STEEL, POSTS - TENSTAR ORANGE SAFETY BARRIER
TREE PROTECTION FENCING N.T.S.
0
ion
Sq)
Ke4�i_m;
s V= =
STOP
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET,_)_
1 ill111111" I AII\ TIF "
/lel\II\G
DENUDED AMA
19I:RA f11)t SURFACE A(I'\I.I'A
PIN
= SAVE ARTIA
GRADWIG PIAN
® S.F.
37063C��
439303 S.F.
(3.1%0) -®1-2
0800-04-90-5997
M°7%)169963 S.F.
LEGIEND
EMSTING IRON PIN
NEW IRON PIN
O
PROPERTY LINE
RITE NOT SURVEYED
— —
NOTES:
I. Boundary information taken from field survey by J. Lee Gragg, Registered Land Surveyor dated Feb. 17. Iqg
and topographic information from Duran) County Digital File.
2. Contractor shall verify the location of all existing utilities and shall be responsible for any damage
resulting from his activities. Call utility locator service 48 hours prior to digging. I-800-632-4g4q
3. All construction shall conform to the City of Durham standards and specifications,
4. All construction shall conform to all state and local standards, specifications and code regpirements.
Notify designer of any discrepancies.
5. No changes may be made to the approved drawings without written permission from the issuing authority.
Co. Contractor shall provide positive drainage away form the structure in all locations,
7. Regyired setbacks: Front -35', Rear -25', Minimum Side -12' and Total Sides -30'.
8. 30' and 50' (as labled on plan) wide undisturbed stream buffer each side of stream, measured from top of d=ank.
No clearing or grading other than selective thinning and ordinary maintenance of exitsting vegetation permitted.
q. State and Federal permit authorization may be recap red from DEHNR and the U.S. Corps of Engineers prior to the
commencement of any land disturbing activities in or near a lake, stream, creek, tributary or any unnamed body
of water and its adjacent wetlands.
10. Wetland delineated by Environmental Services, Inc.
II. Tree protection fencing must be in place prior to any grading on the site.
13. Owner: University Associates, LLC
P.O. Box 711
Durham, NC 27702
682-4484
14. The pin number for this site is 0800 -04 -q0 -59g7
►IN
SITE �
TCS= MAS
NTS
■
i�
SITE PLAN APPROVED BY THE
DEVELOPMENT PI~V(�IE'Al }ARD
CSN; rte- - 2fj_ ._l.,W_�_
6Nuli and 02 ` o V"s after r p l c „
'SPECIAL CONDITION OF APPROVAL'
I. Orange tree protection fencing will be installed
as regpired (i.e., 10' from edge of stream
buffer line where filling is occuring and at
edge of clearing limits) prior to start of
work on the site.
9
RE\/1510N5:
02/Oq/00
02/2q/00
SCALE:
I "=50'
DRAWN BY:
T.M.T.
DATE:
12/10/15i1'
PROJECT NO.
080004
SHEET
Oi-

p
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. k.. I
~ ~ ~ "mot ~ I ~ ~ ~ ~ a, _ _ ` , CALL 1 X00 NhNM
p ~ ~ 11~ OIECAII Q1fi~1 ~
' f , ~ 0 a N ~ ~ j~ ma meridian _ F- `.c~i (P, .105-3q) { S THE LAW ~A .~y
W -'L' CO ''o i , 'O 1 ~ ° ~ ~ ~ ~ ~ ~ ~ C~ t~~ {
, - _ z 4 1~ _ , o _ , . _ ~ ~a
i Q I ~ ~ `Z l _ , ~ ~ z~> ~ t% u { ~ - - GRAPHIC SCALE ~ . l
~ { ao o ~s so eo Aso ~ ~ !n .i
f- Z s ~ ~ a~ .
~ ROAD WIDENING z W UNDER W ~ I ~
\ ~ _ t CONSTRI~CTIDN ~ W ~ E, i~ ~ _ (IN FEET) ~ a ~ "
~ Q , _ , 1 inch = 30 ft ~ ,a q
I
W -i• / \ ~ "1 Z ~ ~ + PRELIMINARI' PLANS -NOT FOR CANSTRUCTION 5 ~ _ ~ f~ .~~as.ahr tt ,r,.
~ \ , . 'Y - ~ , _ - ~ i THIS NOTE WILL BE REMOVED UPON FINAL 1~''`'" ~a,, f~~ ~ APPROVAL OF GOVERNMENTAL AGENCY APPROVING ~ ~~~:r>
` ~ ~ ~``I"'~ A1~1 0 BFECN AKA L:L,C. ~ o ~ THE PLANS ~ ~ A x
_ . ~ ~ - ~ L / DB 2647-~5~ _a.. ~ / DOWNER/DEVELOPERISURVEYOR SHALL OBTAIN ~~~'°~`'_r
: 4fi" FINAL CONSTRUCTION DOCUMENT5 FROM DESIGNER ~ ~ ~ ~
T~"1 4~6-01-03~ / i ~ •r PRIOR TO CONSTRUCTION STAKING_ ~ - :x. ° ~ *
~ ( A 25' REF / / EX ST NG AP RT~IENTS , NIP ~ / Z-ON ~ _Ri"1 i a ' ~ ~ ~ +TNE CLIENT /DEVELOPER SHALL FULLY REVIEW « ~ s° . FI A N TN INFORMATION DEPICTED ON s?rp,;} ~ ~ ~ N ,r ND UNDERSTA D E r* t , ld-; ~,~a
~ ~ ~ ~ THESE PLANS AND SHALL APPROVE THE RELEASE ~ °°~~*r Q N 5 P NS TO 8E SENT OUT FOR 4~
~ - / ~ TR~~ PROTECTION ~ II a,4q' ~ + 45 48 E 3G / / ~ w° I ~ OF T E E LA ~~r~ P~ ~~~s { _ - ~ . CONSTRUCTION. y~~~~3~~a9
FENCING AND _ _ ~(}4 45 - - - Z „_.P~°-
CCfARING Lt ITS - ~ ~ / M ~ fY ~ OWNER= DATE: ~
I N + z7a ~E L x , r ~
_ . - / . _ ~ _ _ , _ ~ I li E i t
~ 30'x50'x6~'~ . ~ ; ~ ~ ` j ~o$~ i
276 TEMPORARY. GRAVEL - ~ _ - , \ ~ _ CONSTRUCTION - 1, { r`7 ~J~~ a
~ c~` / ~ ~ ~ ~ t,~ ~a
ENTRANCE , . t \ ~ TREE, SAVE ~ ~ U _ . . _ , ~ ~
l TEE COVERA`~E ,,AREA-16,3 S.F,, u. , ~`j l
_ . . E IST _ _ , a. ~ 1W1W ~ CJ 1LV~ 9 0
_ - CP ~ _ _ _ - , j1q~ ~I ~ { ~
~ r ) / f ,
~ - _ _ t T D ONE $ ` I I~ z ,r ~ ~
~ \ ,~F ~ - _ - rJ OF R EFO SID r„ ~ 50.00' ~ ~ ~ II U S'` Q. ~ ~ ~ U ~ X
r- r~ uFF R ~ ~ _ FILL OVER PIPE MIN 24 COV R / ~R B E
F roP of 136so' ~t GRADE SWALES TO DIVERT R TO EK 1 ~ cD ~A ~ / 10 RP~ED ~ w ~ ~ ~
N I, AS SHOWN. « ,f ; ~ ~ ~ / / ~ a ~ I PAVEMENT ~ I WIDTH ~
i ~ f~ ~ CHECK DA Q ~ ~ `V Q~ ~ R E 5 RCP ARI w ~ ~ v Es R o.w. ~ ~ EXISTING IRON PIN
Z ~ ~ ~ ~ ~ ~ X 2.63 OP ! OP ~ w.D~N w
~ ~ d i PROJECT/DENUDED ARE} / o: i rn ~ 5 M ~FF j VARIES I Pi , l , _ r ~ NEW ,RON N
SHADED ' oP ~c
~ ~ ~ ~ i - ~ i ~ PROPERTY LINE
, , ~9 ~ 74 \ / Jw p , ~ ~ w~ - i~
2 / / ~ 1~ ` \ ` ~ ~ Q - I LINE NOT SURVEYEC
~ _ . - 2b8 ,k ~ z ~ Z o ~ Q ~ ~ ~ !
2 ~ ~ ~ / ~f o . ~ ' C
z o ~ ~ :J
o~ ~ I - r ~ (CS .,t p C I
Y- - ~ ~ o W P I' Q' ° I W ~ \ ~0~ 4 , 45 E 618.43 ~ . f'` ~ `w.._ ~ ? n
r,... , µ5tr<6~.~ON / I ' / , P OPOSED 54 R P L ~v ~ ~t ~ C~
a ~ ~ -7q.57 ~ ~1 ~y
I NC - - y,..,-~ NI NTAIN EXIST 2w63~5 OPQ S LT FE E ~ W s ~ C ~ ~
` TYP. w I ,r~..l - ~~N ~ ~ ` RIP RAP PAD ' ~ ~ ~e ` - z ~ P
W ~ ~ L- S SHOWN F~ A ~ N 1 c ~
1. 4~ r ~W - ~ ~\.r, APNJ.'NAL ~ /c~ ~ R L E ~ ~ -
~ , ~ D`8 ~A - - W , , _ 0~ ~ D`8 251-2~0 ~ I'
- ~ ~ : ~TM ~ 4~8-02}004
T 2 ~ X' ~ ~ VACANT
I ~ Z~ , ZpNE R20 ~ s1T~
~ ~ . _ , , ~ , _ j ~
/ ~ A INFO I"1ATION BASED N SURVEY 8Y ~ 3TE LL ~ V
ROBERT C. L NCOL ~ ~ - - _ _ ~ LSE ~ - ~ _ y~ / LEE GRAGG JUNE 20 2 ELEVATIONS ARE NO ~ ~ 0 ~ gti ~
~ JOHN D. LAT1~1~R ~ ~ ~,~Z.``~ ~0 ,1 ~ 0 NDRTN CAROL I NA ~R I ~ J ~ ~P cn
~ PB 78-(3 ~ ; - ~
T~1 46~-01-Q~~OS i
r ~ W ABANDONED LANDFI ~ L, r ~
~ ZONE R20 ~ ti-s ~ O
U
~ f I- ~ CU O
~ 1. / ~ ~ j
~ 4 ~ ~ , r._ C
i
~@ T.- e' oc c. NCDOT N s oR /s7 wASHEO sroNE sNAU TREE SAVE AREA CALCULATIONS i) TDTAI DRAMUGE ARE1 fLOWINC D A<~+ MiNA~O BE SO'l x 20'W % 0' I i
20% OR I6 37q S.F. REQU~RED NOTES FENCE MAY NDT IXCEED 1 ACRE i r ! r I r ~ 17 ~ q Q.
z) s~.T FENCES sHOU~o Nor ~ s"T s. ruRNINC w~us suFnclErrt ro 20.7 OR 16,863 S F PROVIDED i' AGGDMMGCUTE tAAGE TRUCKS ~ To 9E I. Boundary information taken from f usED Ar PIPE' ouTlETS oR w flow of WATER -NO DIf1EN510N LE55 THAN 25' Iken from f,eld survey by J. Lee G agg, Reg ste~ ed wand Su veyor dated ~ eb. ~q
ups of CDNCENiRAED Ftow i i i I I lip rr (CREEKS, 0(fCHUNES, SWAIES I ~ c. ENTRANCES SMOUtD eE ICCATEO ro and topographic Information from L ~tion from Duram Count Di ital File. I R~~'G~ONS: Y 9
Era) ,I' I I sro~ PR PRO~nDE Foa Fu><x~uM anon er uu 2. Cai'1traCtar Shall Verif the lOCatlpYt ~ SEtNMfJn CONSTRUCTION vEFi1CLES. y the location of all existin utilities and shall be res orsible For an domaae ~ ~ a/ g p v ~ ~~10 , G~
rN \ I Must eE AWNruNED iN A coNDmoN resulting from his activities. Call I H PR M KING OR WHIC WILL EVE TRAC r i 4 hours rior to di in i- - -4q ~ I ~-~;-~q ales. Call utll~ty locator se v ce 8 p gg g. 800 X32 4 ~ G~: ~ ~/CO
~ DIRECT Flow of MuD oNro 51REET5. 3, All construction shall conform to tl vERpDIC r0P0RE5SRIG WII}i STDNE inform to the Cit of Durham standards and specifications. ~J6i28/~0 Y
TO INCREASE STDRACE C~PACTn AND SILL BE NECESSARI; KEEP SOME HWDY, 4. Ail construction s al con orm o a PROLONG THE UFE Of THE SILT FENCE, G ' i ~nForm to all state and local standards, specifications and code reoyirements. ~
IS GENERAllY ACMSABLE 10 Dq A e, ANY WTERUI WHICH STK1 MANES R - SWiMENT PR IN FRONT Of YOUR UST ONTO 1HE ROAD MUST BE CIf.ANED uv Natfy designer of any dlscrepancle~ i r ies ~ ~ sc epanc _
FENCE WHENEVER POSSI&E. IMMEDIATELr 5. No changes may be made to the a de to the a roved drawin s without written ermission from the issuin authorit I pP 9 p 9 Y I SGAL~:
6. Contractor shall provide positive dr ositive drama e awa form the structure in all locations. I ~ P 9 Y I. = 30
A• 7, Regyired setbacks: Front-35', Rec 12 GAUGE 4.7(4. OR 2'X WEU)ED 'y ant-35', Rear-25', Minimum Side-12' and Total Sides-30'.
HOOKED ONTO PREFORMED CHANNELS ON ~ ,,~,v~N MfTAI POSTS. OR FASrENED TO cEMR OR M`" 8. 30i and 50' (a5 tabled on plAn lUil on plan) wide undisturbed stream buffer each s,de of stream, measured from top of 'wank. DRAWN BY:
wooo From w/ No.a srAr~ES. No clearing or grading other than ether than selective thinning and ordinary maintenance of exitsting vegetation permitted. T T
u R BUCK MIRIR State and Federal permit authoriza~ LTRAYIOIET ESIST ~.M.~. pit authorization may be regs,ired from DENNR and the U.S, Corps of Engineers prior to the SpECiA~ CONDITION OF APPRO'VAL'
FA&pC OR EIXlIYAIENT SECURED TO WIRE w/ MEru cups oR wulE AT e• oFF commencement of any land disturb land disturbing activities in or near a lake, stream, creek, tributary or any unnamed body
CENTER. of water and its adjacent wetlands I. Orange tree protection fencing will be installed 7AT)=: nt wetlands, as regyired (i.e., 10' From edge of stream i
ta•>,~ ~ 1 10. Wetland delineated by Environment :nvironmental Services Inc. buffer line where Fillin is occurina and at j 12/10/aq 9
MAX. SEpMENf STORAGE IF~EL RDIOVE i SEDWENT WHEN THIS LEYF1 IS REACr~D OR must be in lace rior to an radin on the site. edge of clearing limits) prior to start of p Y9 9 p work on the site ~ PROJEG? N0.
AS aRECTm ~ coNSERVAnoN R,sPECTOa. ~ I i . Tree protection fencing must e in 13. Owner: Universit Associates LLC ~c~ates, LLC
NCDOT ~5 OR (57 WASHED STp1E ~ Y I ~i 080004
l~ ~ ~ P.O. Box ?li
/ Sti I NOTES: wPUr~aE AT ALL POINTS OF Durham NC 27702 '7702
IIGNESS ! EGRESS UNTIL SIZE K ~ . , TRENCH. COVER W1 SOIL TAMP BACOILL srABRRED, FREQUENT CHECKS Of 682-4494 I I ~
SHEET (ONLY) THE WACE BMAINT060CE E PRIED. 14, The pin number for this site is 08 - - - , STET s site is 0800_04_90-5997
NATURAL GRADE
CARRY APPROX.12' OF FABRIC INTO E
CARRY V OF WRE INTO TRENCK o
10' MAX META, CEDAR OR 4X4' TREATED WOOD I
POSTS AT 10'O.C. MAX. CEDAR ! WOOD STEEL POSTS - TOWAR OIWW SAFETY BWAER POSTS SHOULD K s DEEP WK
TEMPORARY CONSTRUCTION ENTRANCE /EXIT THEE PRomcnOON FENCM W.& OF
SILT FENCE FOR SMALL DRAB AREA LESS THAN ONE ACRE

~F~'
~ffi~
_ ~ ~ ~ Y- - - ~ a m G F~ ~
~ , ~ ~ 4. ~ ~ N N
~ 1 O
l~L ~ I
~ 4
0 , f„
o\ ~ ~.:J _ m~cv
V ~ ~ r d1 0 _ ~ r ~q
~ ~ Z ~ ~r~r ~ N N
~I GLL 1 MIO ME'+IIM ~ ~ .
t ~ ~ ~ MrC AfCNb C~ITrI ~ ? ~ z ~ ma ,meridian
O - i w~.. W~ ~ ° m (P. .105-3g) ~ ~ x f ~
~ ~..1 z ~ U ~ ~ u°.
~ z ~ ~ 00
o ~ o I ~ GRAPHIC SCALE N ~ r
F-- Z if ao o ~s 3o so ~zo ~ ~ Q 1.~.- c
ROAp WID)=NING Z W _ \
~ UNDER W ~ ~ ~~i~
CONSTRWCTION Z _ W ' z E ~ - ~ i . ~ IN FEET _ o V J / A.. . - a' C
Q(~ , - ~ Q ~ ar4
_ ~ ~ W Z l l Ngp
- ~ \ _ - ~ _ m ~
.1 W ~ - ~ ° - ~ / . ~ ~ o
ALCI 0 BEECI-I AKE L.L.C. , ~ / ~ ~ ~ / / _ ~ i ,
DB 247-~55 a. ~ ,
~ ~ ~ l /
I / / ,
EXISTING APARTMENTS 25 RED / NIP ~ ~ ~ i " / 'I
ZONE R~1-8 /
TR~Ir PROTECTION 8~ I ~ ~
ENCING AND 504°45 48 E / ~ / / . / ,
CLEARING, LIMITS 278.... ~ ~ J., ~ , , l , r
.LINE 'x .~w ~ 8~, ; a i
y , . a _ i - ~ r• /
11,1 ~ ~ 1 ' ~ ` „ \ , `qtr A ®ll C1ll~ C11ll41GC11 ll a~~ li1~L.11~1Ca?y
276 ~ ~ ~ \ X ~ ~ - x ~ TEF~4i' ARY,IVEL r1J~~ ~U~lll~`ZY ~1Lhil~ \~ry\~~~'1I
r ~ ~ F _ 1111~lG ~ 4YeY o ~ ,
..TREE SAVE ~ U . - ~ , ~
TREE COVERAGE - ' r._ _ w ,r x - - . u. ~ ~ ~ .AREA-16 X163 S.F. ~ V , - ~
~ ~ ~ _ 9
r y 1 120. 5Q ~ _ _ ~ ~ ~ - _ - ' . - ~ ~ ~ ~ ~ / ~ / ~ ~0~9'0 ~ ~~a C~
I . J / .r- - -
i i . „y ~
~ ~ ` _ - _ r ~ \ i t ~ S. \ ~S, ~ ~ ~ w ~A~IE ~A ~4Do7~ 1~ ~3 ~o~,
50.00`, ~ ~ ' / ~ \ 9~RAM BUFF'Ef~ ~ ~ ~ / , I A i /
~ Fttal'~TOP OF 136,90 ~ ~ o
~ \ I l7 ~ / i' ~ / ` ? ~W \ I , ~ z ~ ~ ~ / - ~ °Q PAVEMENT ~ r~,~ ~ WIDTH
~ / ~ i- VARIES w \ ~ R.o.w ~ EXISTIN~3gR®N PIN
q- ~ \ WIDTN ~
N ~ ~ PROJECT/D~IUDED Af~fr~ ~ 7 , ~ / m - ' - \ V , fi~ yAR~ES NEW IYtON PIN
. I r Y S~IAD~D ~ . \ . w I
= ; . / i ~ _ P~OPBRIY LINE ~ - - ww~
of \ ~ ~.r.' - -
T Q - \ R,INB NOT SURVEYEID w
. ~ \ ~ z z ~ , \ x ~ / ~ ~y S
2 . \9S
~ / ~ ri ~
- / ~ _ - / ~I { n I f • ' J ~ ~ .._,.J . ' l~l
W E 8.43
Q ,
0 ~ W, s ~ C
U I \ \ SILT FENCE / - I ~ ~,J • . W \ ~ ~ as . -
W - M~ / ~ ~ ~r Q P
. \ \ 5E W ~A N 1 ~ c~ o ~ ~
'WETLANDS 5885 S.F, R _ R~ _ \ \ Va _ . ~ ~._w ~ ; ~ RALPH J. HEAL \ ~ o p~ z ~
W . v 1 _ ~ , D~~3 2~1-2~0 \ ;~:a1~
W , , Z - f \ \ 2 _ 5 F.- -1- -02--004 ` ~ T1~ 46 , \ \ 01 cn
t ~ - \ VACANT ~ 4~
~ ` f V - ZONE' R20 ~ .rte -6
o \ cd 6
W U ~ _ _ I ~ ~ V
\ _ ~ - ROBERT C, LINCOL w 0 v ~ o
~ w ~ JOHN D. LATI~1ER p,R va
- I _ Ca
PB 7a 3 ~ . ~
i, - I -07~0~ ~ - ~ i W~ \ ~
. ~ ABANDONED LA DFI L~ o ~ c~ ~ ~ NTS
~ ~ ZONE R~0 I 0
~ I ,
- - fy ~'i ~ W s~
_ I ~ ~ l ~ i, - ,
I t. s r r
z
4 I 1~ ~ e' ~ I a. NcooT M s oR psi wASHm sroNE srw.L TREE SAVE AREA CALCULATIONS ""'"3
I(roru Drww~cE a~EA Fl.ovnNG REqus~o~~laD~o eE sD~L x sow e NOTES S!~'E Pt,AN APP~~i~~r~f~ ~ e Y ~
FENCE MAY NOT E%CEED I ACRE. CE 2O~ OR 16,379 S.F, REQUIRED I o. TURNING AAOICS wFnclE~r TD 20.7Y OR 16,963 S.F, PROVIDED b I7 Iggai D~V~~OF~~R4~' ~fl~~~ taken from field survey by J. Lee Gragg, Registered Land Surveyor dated Fe . ~ ~
' z~ SILT FENCES SHOULD NGT AE 5"' ACCOMMODATE URGE TRUGKS 15 TD RE I I, Boundary information taken frorr usED a r~PE auTLETS oR IN ; I~ FLOW of WATER PROwoso -NO DIMENSION LESS THAN 25 ~ REV1510N~: i ~ tal File . nation from Duram County D g ~
ARF15 of GONCENTRATEO FLOW I , I , and topographic Information from (CREEKS, OfTCHUNES, SWALF5 I~ 1 I FR c. ENTRANCE(S) SNOULO BE LOCATED TO ~ E<c~ `I Tub ~°~,GE coN~srn~ucnoN ~H~~sun~ ~ ~ CantraCtOr Shall Verlfy ,the laCat
? SEO ' ,the location of all existin utilities and shall be responsible for any damage i 02/0`x/00 y g 9
` a. MUST 9E MAJNTNNm IN A CON(NTION reSUltng {•ram hS actvteS. Ci, J ~ WHK:N WILL PREVENT TRACKING OR tivities. Ca11 utillt locator service 48 hours prior to digging. I-800-632-4g4q 02/2q/00 Y
4 DIRECT FLOW of Muo oNro srREETS. 3. All construction shall Conform tC l PERt00TC TOPDAESSING WITH STONE conform to the City of Durham standards and specifications. w'~f, rws~:~rti E
O 70 INCREASE STORA~CE GPACfTt AND SILL BE NECESSMY; KEEP SOME HANDY. - 4. All COnStrUCtlan Shall conform tC PROLONG THE UFE OF THE SILT FENCE, R 11 state and local standards s ecifications and code re irernents. i conform to a p . ~ ~~lf ati~ sC'3u e~ ~t.., t Wiz. 11
IS CENEPAiLY AOV~S~BIE TO OIG A a. ANY µATERUL WHICH S11LL MAKES IT oNro THE RDAO MUST RE CLEANED MP Notify designer of any discrepan~ SEDIMEM PR M FRON OF YOUR LI59 IMMEDIATELY, a•~~-z-:- y discrepanc~es. _._..__._._.--_.~.._~,.,,~__.,..~.w__'~
FENCE WHENEVER POSSIBLE. 5. No changes may be made to the r i i r m h 'ssuin authorit SCALE: made to the approved drawings without wr tten pe m ss on f o t e i g y
6. Contractor shall provide positive ide ositive drama e away form the structure in all locations. ' p 9 I -30
7. Re fired setbacks: Front-35' T7 GAUGE A'xA' OR 2'%4' WELDED WIRE y ~ r =ront-35', Rear-25', Minimum Side-12' and Total Sides-30'.
HOOKm ONTO PREFORMED CHARNELS ON h S. 3O1 and 5O1 a5 labied on plan ME1AL POSTS, OR FASTENED 70 CEDAR OR P~ :d on plan) wide undisturbed stream buffer each side of stream, measured from top of ~-:ank. DRAWN BY:
I WOOG PosTS wi Noa sTAPIES. °a„~° No clearing or grading other tha g other than selective thinning and ordinary maintenance of exitsting vegetation permitted.. T.M.T,
VLTRAV10lET RESISTANT (RUCK) MIRIFl sG, q. State and Federal permit author :rmit authorization may be regyired from DENNR and the U.S. Corps of frngineers prior tv the 'SPEC~AI. CONDITION of APPROVAL'
FARRIC OA EOUNA1,ENi SECURED TO WIRE ~~N w/ MEru cups aR WIRE Ar e' oFF commencement Of any land distl iy land disturbing activities in or near a lake, stream, creek, tributary or any unnamed body I Orange tree protection fencing wlll be installed DATE:
~ cENiFA. ~ / 3 of water and its adjacent wetlar acent wetlands. as rec~ired (i e., 10' from edge of stream
t s' M,N ~ ~ 10. Wetland delineated by Environme buffer line inhere fillin is occurin and at 2/~0/~q i ;:nvironmental Services, Inc. 9 9
~ WV(. SEDIMENT STORAGE LEVEL. REMOVE 4 O SmIMENi WHEN THIS LEVEL IS REACHED OR ~ DIREC>EDer coNSOrvAnaN INSPECroR I I. Tree prateCt10r1 fenGing mUSt be n st be in lace rior to an radin on the site, edge of clearing limits) prior to start of gmu p p Y9 9 work on the site. PROJECT N0.
13. Owner: University Associates, L ssociates, LLC
/ NCDOT /5 OR bs) WASHED STONE Ca P.O. BOX I1 080004 I
f~ -
Durham NC 27702 ° NOTES: APPLICABLE AT ALL POINTS OF l eti; 27702
, INGRESS & EGRESS UNTIE SITE IS ~82-44'14 > , TRENCH, COVER W/ SOIL & TAMP BACNFlLL. STABILIZED, FREQUENT CHECKS OF
_ SHEET DRAINAGE (ONLY) MAINTENANCE DEVICE AND AND MUST BE E TIMELY PROVIDED. i4 The pin number for this site is ~ _ - - ~J I SHEET this site is 0500-04-q0-59g7
- - - - NATURAL GRADE CARRY APPROX.12' OF FABRIC INTO
z
3 i CARRY 6' OF WIRE INTO TRENCH. 10' MAX
METAL CEDAR OR 4'X4' TREATED WOOD
u POSTS AT 10'O.C. MAX.. CEDAR & WOOD STEEL POWs - TD4STAR ORANGE SAFETY BARRIER 3-` POSTS SHOULD BE 7' DEEP MIN.
c- TEMPORARY CONSTRUCTION ENTRANCE /EXIT TREE PROTECTION FENCING N.T.S.
a SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE 6

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W =1 ~ Y # PRELIMINARY PLANS -NOT FOR CANSTRUCTION
/ " ~ NI WI E REMOVED UPON FINAL ` - T S NOTE LLB ,F ,
r , i - ~ APPROVAL OF GOVERNMENTAL AGENCY APPROVING v~" o _ THE PLANS .
_A1~1C0 BEECH LAKE, ~~L.L.C. ~ ~ / S - ~ ~ ~ ~ m ~OWNER/DEVELOPER/SURVEYOR SNALL OBTAIN M ~ ~:'v,
D8 2~~7-~55 ~ / i ~ ~ ~ ~ ~ FINAL CONSTRUCTION D(?CUMENTS FROM DE5IGNER ~ ~ a
_ TI'1 4~6-0l-03E ~ ~ / ~ i ~ ~ PRIOR TO CONSTRUCTION STAKING. ~ ~ - pp « r
~~EXISTING APART~1ENTS 251 REF / / ~ ~ t +TN C TENT /DEVELOPER SNALL FULLY REVIEW ~ ~ ` <~'d E L
- NIP / _ ZONE R~1-8 _ I f' IN ORMATION EPICTED ON ~m~m <`i'''` F- AND UNDERSTAND THE F D THESE PLANS AND SNALL APPROVE THE RELEASE `8, ~ ~''ti~.
~ O OF THESE PLANS TO BE SENT OUT FOR ~~W'd t~
THE PROTECTION ~o~, _ ~ II aq ' ~ IN AND , » g5'AS E 3qq. ~ENC ~ 5 q~~E - ~ ~ ;.:1" - ~ CONSTRUCTION. N~~~aq,mastaa~i~ ,T...,
X04 4. ~ CLEARINCa LIMITS - - - - ~ ~ / ~ ~ 278 ~ ~ ~ OWNER: DATE is
LIN~~ x , , ~ t" _ tl'
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` ~ 30'x50'x6~'1 , L ? i ~i ~ _ A p~r r~~ (~1 ! I
_ _ 276 _ M A Y -RAVEL ' TE. POR R G - , - ~ ~J
CbN57RUCTION - ~ ,~A,/ .
w ENTRANCE r * f ~ ` TREE. SAVE ~ , , U _ . _ ~ ~ ~ ~ ` ,
_ T EE COVE ui~ , ~ ~ ~ ~`j~ t~
..AREA Ib,~163 S.F,, E7(IST _ _ . ~ ~ ~ ~ ~
4 - ~ ' ~ ~ ~ i - ~~d1V pJ 14/~ ~ ~JyJ~~ oil " g p rn j Y-: ! ~ ~ 11
120.50 ~ ~ ~ _ , . I ~ _ _ } ~ XT Np OrJE' 8' T / I 1. _.-`~~ti .i f'~1~(j(j~ j~ f~ j~ (~f~j,I{~ I T~- t~ ~
_ I , 1 ~ OF ~ EFO ~(D ~ Y111111~~ 1V 5... /y
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so.oo _ FILL OVER PIPE f11N 24 COV R / - r ~R M BUFFER 1 ' ~ (~1 ~1
" F TOP OF i~.aol GRADE SWALES TO DIVERT R TO EK / _ ~ ?0'~ R P 13E D
~ N ~a ~ AS SHOWN. , j f W , ~ * ~ ~ ~ i PAVEMENT j
M Z ~ r ~ - / P Q _ WIDTH Q VARIES ~ W ~
~ ~ ~ CHECK DA ~ - R E 5 RCP 4 ~ N X 263 O z ~ w ~ _ R ©W x ~ EXISTING IRON P(N ~
~ ~ ~ j / , ~ m PROJECT/DENUDED AREA VARIES ~ ~ ~ NEw IRON PiN i
V\ ~ ` 5 M U~~F ~ SI~ADED * F OP F K t
lit ~ l ~ T B ~ ` ~ * f1 ~ ~ ` ~ ~ ~ PROPERTY LINE
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_ , ' SILT FENCE / M NTAIN EXIST 2M63 S OPE ' w S
TYP. . y w ~ ,T . , ~ ~ G~
N ~ RIP RAP PAD W - F M ~ ~ _i. _ ~ .1 5 / S SHOWN t? ~
F~ 1 ER R~LPN J, N _PN J, 'HEAL ~ ~ -
~ 5 R ~ _ ' ' _ D`B 251-2~C ~ A ~ z - ~ ~ ~ ~ 251 2~0
W N 1 , ~ T~1 ~ -02fi( w 1 5 ~ , 4~~-02+004
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w U o; ~ E. ALL INFO _ , t 4 .L INFO MATI+ON BASED N SURVEY BY ~ V
.--,.1, R08ERT C. LINCOLN ~ ~ ~ , _ ~ LEE GRAGG ~ _ , - _ " ~ ~o`, N 0 20 .ELEVATIONS ARE NO ~ 0 . GRAGG JU E 2 1 E ~ ~
~ ~ , ~ JOHN D. LATI~1ER _ _ - ` 0 NORTH NORTH CAROL i NA GR I ~ ~ ~A
U) L~J
~ 1'1 ~ - 01- ~~08 i T 4~ 4 ~ ~ ,
F I ' ~ ~ ABANDONED LAND L, ~ ~ ~
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~ r e' oc o. Ncoor ? s oa /ar wuHED sroNE sHAU TREE SAVE AREA CALCULATIONS C I
t) TOTAE DR4NACE AREA HAWING ~ USED. PAD TO BE 5O'L X 2O'w x 6' NOTES: "T A `"'NIMUM. 20Y OR 16,379 S.F. REQUIRED FENCE MAY NOT FXCEEO 1 ACRE.
z sn.T FENCES sHOULD Nor ~ s'Lt e. TURNING RAmus suFnclENr To 20.7X OR 16,963 S.F. PROVIDED > ACDOMMDWTE URGE TRUCKS .S TD 6E I . Boundary information taken from field curve r ra Re Istered Land 5urve or dated Feb. l?, I~Ga field su vey by J. Lee G gg, g y
usED Ar PIPE ouTlrrs oR w PROVIDED -NO DIf1EN510N LESS THAN 25' ARFAS of DONDErliPoXTED FLOW I i , I i ~ III FLOW WATER and topographic information from Duram Cour (CREEKS, DfrCHL1NES, SWALES l I i} ~ PQ c. ENTRANCE(S) SHOULD ~ LOCATED TO Duram Count Di ital File. R~~'S'GN5 y g I
ETC.) p1 PROIADE FOR uA)flANld Mt1T'! BY AlL ~ DpNSfkUCi1DN ~HIr~ 2. Contractor shall verify the location of all exi~ ~ of all existing utilities and shall be responsible for any damage ~ ! 0~/0~/00
~°r' s~ a. Musr eE MANfuNER IN A coNDmoN reSUlting from hIS aCtlVltieS, Call Utility laCa r ervice 48 hours rior to di in I-800-632-4q~4q ~ ~ 2i''~?/ 0 utility locato s p gg g 0~ 0
I I H N7LL PREVEM TRAOKkK OR r ion shall con orm to the Cit of DIRECT FLOW of MuD arro STREETS. 3. AI I Canst uct f y I the City of Durham standards and specifications. ~ 06/28/00
PERIODIC TOPORESSING WRH SfCNE TO INCREASE STORAGE CAPACRY AND SLL BE NECESSAR(; KEEP SOME HANDY. 4. All construction ShaII conform t0 all State anf iiatins n d r irmn's. ~i all state and local standards, spec f c o a d co e ec~ e e
PROLONG THE llfE OF THE SILT FENCE. IT IS GENERMLY ACMSABLE TD DIC A e. ANY MATERtAI WMICN STILL MANES R 's. i _
SEDIMENT PIT IN FRONT OF YOUR LIST ONTO THE ROAD MUST BE CLEWED UP Natlfy designer ~f any iSCrepanCleS. fENCE WHENEVER POSS18EE. IMMEDIATELY 5. No changes may be made to the approved dr I approved drawings without written permission from the issuing authority. i SGAi_E:
6. Contractor shall provide positive drainage awa rainage away form the structure in all locations. _ I - 30
7, Regyired setbacks: Front-35', Rear-25', l'1in gar-25', l'1inimum Side-li'p' and Total Sides-30'.
t2 GAUGE A~f4' DR 2'XA' WEEDED WIRE y NooKED aNro PREFORMED cHWNEU oN 8. 30' and 50' (as fabled On plan) elide undistur nk ~ ~ , nde undisturbed stream .Duffer each sidf. of stream, measured from top of oa DRAVvN gY:
METAL POSTS. OR FASTENED TO CEDAR OR WOOD POSTS W/ NO.B STMI£S. ~~0 No clearing or grading other than selective tf' selective thinning and ordinary maintenance of exitsting vegetation permitted. T
r~ T.M. ~ . anon may be reayired From ~ENNR and the U.S. Corps of Engineers prior to the _
ULTRANOIEf RESISTANT &ACK) MIRIR ~D• ' q. State and Federal permit authorization may Er ~ , I FABRIC OR EQEINAEENT SECURER 10 WIRE 'SPECIAL CONDITION OF APPRO'VAL' bin activities in or near a lake, stream creek tributar or an unnamed body g ~ ' ` y y I. Oran e tree protection fencing wil'~ be !nstafled ~ DATE:
w~ METAL DUDS oR WNtE A„• oFF commencement of any land disturbing activitiE CENTER. of water and its adjacent wetlands. 9 ~ 5. as regyired (i e., .C' from edge of stream ~ i, a
~ ~ ~ 'r n l Services ~ I .0. Wetland delineated by Envl onme to , l r i es Inc. buffer line where f'~llin is occurina and at i 2~'0~ ~ .a 5e v c 9
MAX. $EOIMENT STOPACE LEVEL REMOVE sFO~ WHEN THIS LP~EL ~ BENCHED oR i l i. Tree protection fencing must be in place prio 'n n h i edge of clearing limits) prior to start of - - n lace r~or to an radi o t e s te.
AS DIRECTED Bt CANSERVIRION INSPECTOR. ~ ! p p Y9 9 work on the site. pRO.EGT Nom. C
13. Owner. University Associates, LLC NCDOT ~5 OR /57 WASHED STDNE 080004
i~ i I P.0. Box "?li ~ ~
I r eti NOTES: wPUCAetE AT ALL POINTS of Durham NC 27702
TRENCH, COVER W/ S04 h TAMP 9ACKFILL INGRESS ! EGRESS UNTIL SITE IS • ^ _ STABILIZED. FREQUENT CHECKS OF ~i 682-4484 • - SHEET ORAXAGE (ONLY) THE DEV CE AND T MEIr I ~LT
MAINTENANCE MUST PRONGED 14. The pin number for this site is 0800-04-90- _ NATURAL GRADE -04-qC-5gg7 J~
CARRY APPROX.IT' OF FABRIC INTO
II ~ L
CARRY 6' OF WRtE INTO TREWK 10' MAX
METAL, CEDAR OR 4'X4' TREATED WOOD P4515 AT 10'0' C. MAX. CETYJI • W000 STEEL POSTS - TENSTM ORANQE $AfEIY mW4W
POSTS SHOULD BE 3' DEEP MRl TEMPORARY CONSTRUCTION ENTRANCE /EXIT TM PROTECTION F9K;W MTS. 0~
SLIT FENCE FOR SMALL. DRAINAGE AREA LESS THAN ONE ACRE

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EXISTING APARTMENTS ~ RED / / NIP / i ~
ZONE R~1-8 ~ .y / ~ ~ - -
_ R PROTECTION o8 f~ , e ~f
'48'IE 3gq.4g , - ~ F, ENCING AND 504 45 i / / /
CL~ARINC L1f71TS \ ' _ ~ ~ ` ` .278 ~ _ ~
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' TREE COVERAGE ~ ti. • J. - _ - ~ ~ ; + ~ r ~ ~ ~ ~~~u
.AREA-16 963 SF. 4...._. ~ , 1IUl V KJ 1Ly 9
A ~ • ~ _ _ r ~ - ~ r r' I r _ _ - - ~ { I'~ - - C ~ i _ i., ' V~ ~ / • - ~ ~ ~ ~ 1LLVJ~}L LL/Jta V Jl~`LW I.YNUOLL l llHlltd /1111~1LLA111 ~oLL /V b VV 1.YOll o
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O~ ~ ~ - ~ ' ' - ~ ~ ~ ~ . , ~ , i / 00 w r ' Q _ A ~.II~1B NO'fl' SURVEYED
~ w.: _ , \ ~ ' ~:x.; . , ~ , ; z ~ ~ ~ / ' ~ p hi - , , • S •
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~L..~ - \ \ M~ / \ _ \ 5E ~ ~A / N 1 ~ ~ 0 ~ ~
z - \ ~ R w A P +WETLANDS 5,885 S.F, ~ R L RALPH J. HEAL \ 'w ~ o o`~ ~
5~ C~ D~3 251-2~0 \ ~:.~:4~
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• ~ JOHN D. LAT?f~ER P~ cry
I \ • . PB 78-13 U ~
l~, ~ ~ - 7~0~' U . ~ T~1 46~ OI-0 _ v ~ ~ ~ ~ ~ ~ ~ y ~ . ' ABANDONED LA DFI L - ~ _ ` ~
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r a' ~ I a NcooT } s oR ~s7 wASI+m sTDNE sHw TREE SAVE AREA CALCULATIONS I BE USED PAD TO BE 50'L X ZO'W % 8' NOTES SI~"E Pi.AN AP~~~~r~p~ ~ P Y
_ I~ rorAL Dw~NAGE AREA FLOWING I D AT A uINIwIUM. 20% OR 16,379 S.F, REQUIRED FENCE uAY NOT EXCEm t ACRE. ONCE I
e I SILT I 5. ruRNINC RADIUS suFFlCIEUr ro 20.7% OR 16 963 S.F. PROVIDED 2) SILT FACES SHOULD NDT BE A.000MIAODATE W2GE TRUCKS IS TO BE ~ Boundary 'mf Ormatan taken from fie useD AT FIRE ounETS oR IN /l FLOW of wATEa PRDwoFD -NO DIMENSION LESS THAN 25' en from field survey by J. Lee Grigg, Registered Land Surveyor dated Feb. ~ REV1510N5:
AREAS of GONGENrPATED Flaw , I , (t ~ If, and topographic information from Du (CREEKS, DRCHUNES, SWALES ~ c. ENTPANCE(S) SNOULC BE LOCATED TO F~l on from Duram County C~igital e.
r ~rD.) ~I I) I ~DypE va PaovloE roR Maxiuuu unutt BY uL 2. CantraGtOr Shall Verify .the laGatlan C Z SEptMENT CONSTRUCTION VEHICLES, ~e location of all existin ~ utilities and 5ha11 be responsible for any damage 02/OQ/00 g
~°N` ~ resultinn from hls actlvltles. Call u' d. MUST 9E nwNTNNED IN A CONOmON 9 ' WHICH WILL PREVENT TRACKING DR ~ rm to the ies. Call utilit locator service 48 hours prior to dig ing. I-800-632-4g4q 02/2x/00
DIRECT FLOW OF MUD OMO STRFErS. 3, All Ganstructan Shall Gan. a l PERIODIC TOPDRESSING WITH STONE form to the Clt of Durham standards and s ecifications. ~ '~I"'°~~ r~;,v"~''r'° ;~~:.a>"U , y p !
TO INCRE.ISE STORAGE f„4PACRY AND 51U BE NECESSMV; KEEP SOUE HANDY. ~ 4, All GanstrUGtan Shall Gonfarm to all PROl.O+lC THE UFE OF THE SILT FENCE, R I standards s ecifications and code re irements. i form to all state and Iota , p aU . ,Z ~~?i an~a ~+N~ll~ i< t~e;e~•~ ait~r ~ 4~^~~=,gr;! ,I
IS GENERALI•Y ADwSABLE TO OIC A e. ANY UATERIAL WHICH STILL IAAKfS IT ONTO THE ROAD MUST BE CLEANED UP NatlFy de$gner of any discrepancies. SEDIMEM PR M FRONT Of YOUR U87 IA3AIEDIAELY. screpancies. r`
FENCE wHEN&ER POSSIBLE. 5. No than es ma be made to the ap 9 Y I a in authorit -..._.__.~_.__.__.-._._..,_._._......w.._ GA . to the approved drawings without written permission from the issu g y 5 L
6. Contractor shell provide positive drai ositive drama e away form the structure in all locations. p g I -30
7. Re fired setbacks: Front-35' Rear qi~ , t-35' Rear-25' Minimum Side-12' and Total Sides-30'. 1
11 GAUGE 4'X1' OR 2'X4' WELDED wtttE ry Q HOOKED ONTO PREFORMED CHANNELS ON ~ 8. 301 and 501 (as Tabled an plan) wldE ~ plan) wide undisturbed stream buffer each side of stream, measured from top of ~:ank. DRAWN BY:
I W000 POST'S W/~ NOAB STAPLES. CEDAR OR ~~O P ~ No clearing or grading other than se her than selective thinning and ordinary maintenance of exitsting vegetation permitted. T.M.T.
/ 9. State and Federal permit authorizati~ authorization may be regyired from DENNR and the U.S. Corps of Engineers prior to the 'SPECIAL CONDiT~oN of APPROVAt_'
~ ULTAAV'iOLET RESISTANT (BUCK) MIRIFl - FABRIC OR EDUNALENf SECURED TO WIRE N w, METAL CUPS DR WIRE AT e• DFF commencement of any land disturbir end disturbing activities in or near a lake, stream, creek, tributary or any unnamed body I. Orange tree protection fencing will be installed DATE:
cENrER. 3 ~ of water and its adjacent wetlands. t wetlands. as regyired (i.e., 10' from edge of stream
~ a• MIN ~ 10. Wetland delineated by Environmental buffer line where fillin is occurin and at (2/0/~q vironmental Services, Inc. 9 9
MA>;. SEDIMENT STORAGE LEVEL. REMOVE sEaMENT WHEN THIS LEVEL Is READHED DR I I. Tree protection fencing must be in in lace rior to an radin on the site. edge of clearing limits) prior to start of nust be p p Y 9 9 work on the site. PR0.IEGT N0.
AS DIRECTED BT CONSFRVATK)N INSPECTOR. 13. Owner: University Associates, LLC ;fates, LLC
~ NCDOr ~5 OR X57 WASHED STONE P.O. Box 711 080004
Durham, NC 27702 702
NOTES: APPLICABLE T ALL POINTS OF qQ nn,^I TRENCH, COVER W/ SOIL B TAMP BACIFILL INGRESS EGRESS UNTIL IS OF 6V2~44'I~i STABILIZED, SHEET DRAINAGE (ONLY) M
THE DEVICE AND 4. The pin number for this site is 08G AINTENANCE USTMBE PROVIDED. E",E, site is 0500-04-q0-5gg7
- - - - NATURAL GRADE T
CARRY APPROX. 12' OF FABRIC INTO z
vxl- 4 0
j N CARRY 6' OF WIRE INTO TRENCH. 10' MAX ,Lf';, METAL, CEDAR OR TREATED WOOD
u POSTS AT 10'0.C. u 'DEEP W000 STEEL POSTS - TENSTAR ORANGE SAFETY MIARRIER m POSTS SHOULD BE 5' ' DEEP MIN.
THAN ONE ACRE TEMPORARY CONSTRUCTION ENTRANCE /EXIT TREE PROTECTION FENgNG N.T.S. OF
CL SILT FENCE FOR SMALL DRAINAGE AREA LESS AN