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} ~ . s Project Location: Kit Creek Road, Research Triangle Park
® ,iii f i. r s ~ Neighboring PIN #°s: 0736679298
C r' _ n._,.. t a °~~~°4~~~~ 0736862962 ~~n._.~.~~
tf i. . . i . ; 11N' Project LimitslBoundary: Defined by NCDOT ROW (150-feet on Kit Creek Rd.)
~ ~i 't ~ F ~ - ,v Total Size of Project Limits: 3.02 acres
I I i ~ ~ , S, ' ;i 4 _ a ~ Total Acres to be Disturbed: 0.49 acres
4 ~ E y- r ' ~ L,,. ~ mr., gin..°~.w:~ ~ Proposed Use: Pedestrian Trails
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cucn R4VRTTFVTf.T,E RD. SUITE 211
DURHAM, NORTH CAROLINA 27713 USA
OFFICE 919.484.8448
FAX [phone] WEB www.greenways.com

KEY PLAN
~ t \ ~ / ~ I i /i J ' ~ , ~ 1 ~ ~ ~ - / / 1 ~ ~ ~ ~ ~ t i t ~ J i ~ ` E, ~ ~
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, ~ ! ~ ~ / ~ 1 ~ + ~ t % ~ ~ ` ~ ~ ti ~ 1 ! ~ ~ ~ ~ ~ `ti ~ ~ ) 1 i 1 i i ~ i 1r i ti~}>I ! ~ \ l1 E •y f i I I ( P ~ 1 ~ \11 ill i I , r
ft ~ ) ~ ' ~ I ' ) ~ ~`1 ~ t i + ~ i I j ~ 1 I ~ j
~ / ~ ~ ~ l 1 1 t / 1 ~ ~ ~ w ~',A~,I I,~ F r ~ l ~ F E~ k 1 ~ ~ j z i i ~ ( W~ 0
i ` ~ I i ? u ~ti, t i°
1 ~ ~ LIMITS OF DISTURBANCE. oom ~ f ; W~ ~°o q
1 ~ ~ 1 I ! ; : 77 I E FEET T IL T IT r a oo m ~
~ ~ ~ t V~IIDTH OF 16` (13,856 SFI0.32 acres) i ~ ~ ~ _J i ~ 0 o~
~ ~ N HED TRAIL GRA ING FO 7 419°2 SF Oe17 AC C l s 1 , y E (Oe 17 ACRES) it ~Z
~ A \ 0 ~ ~ ~
~ ~ ~ ~ u._ ARE FEET DISTURBED 0.49 AC 21275.2 TOTAL SQU ~ ~ z ~ t ? (0.49 E} e,
- ; y r ~ ~ ~ o ~ W _ ~ ,
e~,. / , /
1 1 ~ ~ ~ ~ ~ `Y ti ~ r j i I ~ / t ,
~ T EN t ti - - _ _r ~ ~ ~ ~
, ~ VICINITY NIAP u~~~.. ~ .
~ T ~ ~ ~ ~ .r-~'~~ I STALL SILT FENCING AT TOE OF SLOPE TYP. .
T. RA ~ ~ ~ N DI T .
F ~ ~ ~ ~ N L I N OF T RIP RAP TO BE INSTALLED AT CO C US 0 ;
t ~ ,1~. ~ . ~ ' - ~ r'` 1. THIS DRAWING WAS PREPARED FROM
M1 , ~ ~ ° INFORMATION SUPPLIED BY THE RESEARCH
~ ~ y _ , ~ ~ EXISTING TREELINE , ~ , ~ ~ ~ ~,~f, ~ j TRIANGLE FOUNDATION, DUIRHAM COUNTY, WAKE t '<rt I~`~'
w; , \ COUNTY, MULKEY ENGINEERS, AND MCKIM AND ,
\ . A ti - ' " , ~ i CREED ENGINEERS. ` r _ _
~ y~`" ~ ~ ,1 ~4j. PROPOSED TRAIL 2. SURVEY INFORMATION HAS NOT BEEN FIELD
~ ~ VERIFIED BY LANDSCAPE ARCHITECT TO ENSURE
~ ~ IL SEE SHEET LD-01 FOR DETA ACCURACY. THE LANDSCAPE ARCHITECT SHALL `~°`~~al
~1 _ ; . ~ NOT BE HELD LIABLE FOR ANY DISCREPANCIES
BETWEEN THE DRAWING AND ACTUAL ONSITE
~ ~ ~ ILT FENCE r r ; 6 ~ w ,4.; - CONDITIONS. Research Trlanle
~ ° - 3. CONTRACTOR TO VERIFY LOCATION OF ALL park Pedestrian Trail
. UTILITIES PRIOR TO CONT'RUCTION. -CALL THE
NORTH CAROLINA ONE CALL CENTER (811 OR System
1-844-632-4949) OR VISIT
_ - ~ ~ ~ ~ httpa/www2.ncocc.org/ncocc/defiault.htm AT LEAST 48
~ ~ ~ ~ 1 v~ x, ~ HOURS PRIOR TO COMMENCEMENT OF ~ y:,
sv, ~ CONSTRUCTION ACTIVITIES. ~ ~
_ IP -LIE ~ a PROPERTY OF: 4. CONTRACTOR TO NOTIFY SURROUNDING phase XIV
~ ~ ~ ~ ~
~A! \ ~ Y ~ 1. J\~_ ~1.IVIe PAPPIgS ALEXANDRIA PROPERTY OWNERS PRIOR TO TRAIL CONSTRUCTION TO LOCATE EXISTING IRRIGATION Kit Creek Road
- ~R
Q - ~ , I ITRICT: • AND ENTRANCE FEATURES. ~ Erosion and Sediment
. ~ SECTION THROUGH BENCHED T IL ~ ~ ~ 5. CONTRACTOR SHALL FIELD STAKE THE 1073 362962 CENTERLINE OF TRAIL FOR REVIEW WITH THE Control Plan
~ ~ ~ ~
~ - LANDSCAPE ARCHITECT PRIIOR TO COMMENCING _
. ~ ~ ~ ~ ~ ~ z _ ~ \ CONSTRUCTION. ~ ' ~s-~
~ ~ _ ~ A ~ ~ . ~ - ~ ~ ~ ~ \ ~ ~ _ 6. ALL MANHOLE COVERS, METER BOXES, AND \ CLIENT
~ ~ ~ ~ - \ ~ ~ ~ ` ~ ~ ~ ~ \ CLEANOUTS SHALL BE ADJUSTED TO MATCH \ FINISHED GRADE. Research Triangle
~ ' ~ F - ~ ~ ~
w ~ - / ~ ~ ~ ~'~eji~ V ~ ~ ~ D TING WI ,gip, I E ~ Foundation of North Carolina 12 Davis Drive
, i ~ V D A PHALT TRAIT NCDOT-APPRO E S RIP, NC 27"709 t T
- r ~ - E C®UNTY 01'ES: [phone]
~ , ~ \ 1. FINAL ZONING AND SITE IMPROVEMENT
F- - ~ ~ INSPECTION SHALL BE COMPLETED BEFORE A
~ \ ~ CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE
i ~ i - ~ . ~ ~ COUNTY BUILDING INSPECTIONS
t ~ ~ i E ~ ~ ~ 2. DETERIORATED OR DEAD SCREENING SHALL BE
i ti _ i' . _ r i ~ ~ REPAIRED OR REPLACED WIITHIN SIX MONTHS OF
1, ~ . ~ r _ _ ~ ~ - - - - - ~ ~ PROJECT COMPLETION
I. ~ j <
- ` \ ~ 3. NO PERMANENT CONSTRUCTION SHALL OCCUR i ~i
~ ~ ~ , - ~ ~ WITHIN THE BUFFERYARDS. ~ ~
- ~ . _ s, 4 ' ' TEMPORARY SEEDING SCHEDULE
. ~ ,y'~ ~
- ~ ~--v = I.~..-- cue ,xe v~n~moM,r~ l:xistrn9 RoWIPro ~ ~ ~ ~ f A . .
~ ~~rn ~ _ ~ . ~ ~ ~W JPro ~ i i _ Jen.1-May 1 Rye (grefn) AND 1~ E ~ , Kobe SD t
~ ` ~ a i; !t - ,.:..__~,~k ~ ' \
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j ~ ~ ~ ~ ~ ~ ~ ~."`.'"u~1~ ~ Aug, 15-Dec. 30 ~(A~n) 1gD
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s 1. NELANY ~ ~ w snohaYpiaal
TOPSOIL IN AREAS , Y ~ , , ~ ~ - ,
;t i ~ / ~ ' Ali ;i 1 2 DISCALLAREAS TO RECENE GPtA58TOAMi~NYSJM OF N ~ ' ~ ' ~ PERMANENT SEEDING SCHEDULE
t~ ~ ~ ~ , ~ Ti0 VE NO TWW ~ 80M. ~ ~ _ - '`'1~ ' s,
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l a RE~IOVEAU.LOO~E R~ ROC~ieNNC onset LEAV~IG - ; 0 i ~ ` , , ~ti. ,1\ Aup. ffi • Sept 10 Tdfeeaio MA OD
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~ / ~ ~ - ' ~ f K -mra.' ~uw"~ amp ~ .n.. ~ Swmi....,, , d Ftl.16•M~aA21 T111budruAtYD OD
4. APPLYIkORICULT1EiN.61 AND PH06PI~ATE .YAS ~ ~ FERTILI~R, ~ ` ~ ~f r' fj , ' r PER M' FICATiON AND 1~(WB1 WI1H 8OL i . arbs.lsperkmuAl~ ~ Drawn By: BLM - _ , KopNap~deur 90
. ~ il, r ~ ~ i .I _ _ _ry ~ ~ ~ Checked By: CAF
, a. OoKnNLe nu~GE UNTiLAWEL4RAVei®, ~ Y ~ ~ . ~ ~ 1 ~ _ ~ FERTILIZATION 8CHEDULE
UPIIFORM 18 PREP TOA~O~TFL ~ ~ _ -U ~n~ _ ~y.--, Date: 12/22/09 _ Farl~r 1a1a1oat1,00Dlrhai!
t ~ ~ 1 4.\ ,a J~ ~ i douaiplalhrd ~t4,ooo Pro 080215 J~
6. SEED AT RATE ShECIFIED. EVEAND INASn'ASI , ~ ~ ' , ~ f ~ 4~` ..,-.i' J~ ~ r MULCH
1 COVeiAGE PRIOR TO FNdAI. ANCE ~ - ~ ~ ~ / f ~ J ~ ~ Revisions Apply 4,000 Ibslaae grain straw a equNelentcovero/aiwttier
p /y~ p ~ 1 ~r , ; suitable mush. Anchor strew by taddng wNh emulefied esphek {at a refs of 10 gelona per 1,000 equara feet a 0.10 gelone
WATERING OF t AI'iPJI$ N~IATELY ~ ~ ~ ~ l 11~OROtUGH per square yard), netOng, a roving a by crirnpbtg witl~ a mukfi r'
~ INSTALLATION. DO TO Y 1\ ~ ~ ° 1..... { / ~ anchoring tad. f
~ i~ ~ r ~
~ i / .......__..l S. INBPECTALLS®ED rIIIAIG: OR ; l ra / /
WITFtlN THE NG , IF IFSTANDBFIOIJ<D ~ , ~ ~ : ~ ~ ~ 1 ~ i f J,,... .r
i ~ i ~ ~ ~ ~ fs ~ ° ! LI FERTILI3~R AND RATER. ~ ~ r ~ ~ ,
~
~ - , 9, REPERTO WRITTEN ~ECIFiCATiANB FORlIVARRANTY . ~ / f
= ~ _ - r OF LAWNS PRIORTO FlNALAOCEP'I'ANCE ~ ~ " y ,l
t f % i ~
90. IF CONFLICTS SPEgPJCA
i DRAWINGS, THE WRrrrEN SPECIFIrATKM SHALL PREVAIL I ~
1 I`
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r' SHEET
0 50 100 150
SCALE: HORIZONTAL V= 50' CIL

KEY PLAN
k
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1 \ ~ t ' t ~ ~ ` ~ y ~ - F ~ ( ~ ~ 1 r~ ! , l r_ r ~ ~ ti ~ / tt _
~ ~ ~ 1 ~ ~ ) ~ 1 ~ fr . i i ~ ~ i 1 ~ N / ~ E
a r ! r ~ 1 $ I ! ,r ~ ~ ~ ~ ~ r ( i r ~ I 1 it ~ ~N
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i ~ 1 ` 1 .y ~ ~ ~ ~ ~ 4 i ~ ~ /
i t _ ~ ~ ~ ~ l ti 4 i : ~ ~ ~ ? i .t ~ V ~ \.i ~ t~ I ~ - i ~ ~ ~ - ~ \ $ I t r~ ~ 1 1~
~ i , 4 ~ t ~ ~ \ ~ i ~ / \ ~ ~ ~ !1 1 t\ J - { ~ f
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~ A i ~ A ~ . t, - \ ~ i `t ~ ~ -
i ~ ~ l \ ~ - ~ i ~ ~ i t ~ r' _ - ~ ~ ~ VICINITY MAP ~~..,..v~~,, r: u . _ -
1 " t ~ ~ ~ ~t ~ t v ~ t ~ t ~ - { >
i~, t ~ ~ ~ ~ 1 1 i I v ~ e ~ ~ ~ ~ f~ ~ / ~ y
~ ~ i { : E ~ i 1 ~ ~ = j _ i, t ~ 4 ti~ ~ - ' . _ o' GENEI~IL hLOTES:
~ ~ ~ ~ V ~ i V A ~ \ t ~ ~ ~ ~ A _ J ~ ~ A ~ t ~ A
~ t ; ~ - I ~ ~ - ~ ~ ~ ~ i J ~ ~ y ry'` 1. THIS DRAWING WAS PREPARED FROM ~r~
~ ~ _ EXISTING TREELINE ~ ~ ~ _ ~ ~ ~ , ~ ~ ~ t, ~ ~ ~ ~ _ ....r ~ ~ ~ INFORMATION SUPPLIED BY THE RESEARCH ~ ~ ~ h~ ~~,1
~ - ~ - TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE ' . _ _ ..w _ ~
~ , \ ~ 1 ~ ~ r _ 1 ~ ~ ~ _ q j ` _ - - ~ ~ - _ - COUNTY, MULKEY ENGINEERS, AND MCKIM AND ~ - w -
iyf ) t ~ ~ i ~ ~ V ~ ~ ~ , ~ ~ ~ v, ~ PROPOSED TRAIL CREED ENGINEERS. ' _ _ _ " 2. SURVEY INFORMATION HAS NOT BEEN FIELD
T _ , ~ t - :w ~ ~ ~ - ~ Y T _ , ~ ~ ~ ~ . E ET L-01 FO
~ r...., SEE SH ~ t t VERIFIED BY LANDSCAPE ARCHITECT TO ENSURE - . ,
~ ~ ~ ~ t ^ l~ ~ ACCURACY. THE LANDSCAPE ARCHITECT SHALL ~ '
.~NIN _ \ a~ NOT BE HELD LIABLE FOR ANY DISCREPANCIES
IN 3 -0 HIGH GRAVI WALL \ ~ L ®01 r I ti BETWEEN THE DRAWING AND ACTUAL ONSITE
t ~ ~ ~ i ~ ~ -..,r^ a ~ CONDITIONS. esearch Triangle
i i / ' 1Mb l/ 1 ~.vk 3. ~ CONTRACTOR TO VERIFY LOCATION OF ALL park Pedestrian Trail
s i 4 ' ~ ~ ~ UTILITIES PRIOR TO CONTRUCTION. CALL THE
_,,o ~ ~ _ ~ ~ ~ RIP RAP LINED DRAINAGE CHANNEL , i t.. :L NORTH CAROLINA ONE CALL CENTER (811 OR System
_ ~ L~ ~ ~'~n _ 1-800-632-4949) OR VISIT
http://w~uvw2.ncocc.org/ncocc/default.htm AT LEAST 48
` ``.....1 ' '~C ~ ,o;' HOURS PRIOR TO COMMENCEMENT OF ~
~ ALL CONSTRUCTION ACTIVITIES.
. ~ ~ SI ~ ~ . 1.0' 4. CONTRACTOR TO NOTIFY SURROUNDING
. ~ L . _ 1 ~.z , . _ . ~ _ PROPERTY OWNERS PRIOR TO TRAIL Phase XIV
~ b CONSTRUCTION TO LOCATE EXISTING IRRIGATION alt Creek Road
AND ENTRANCE FEATURES.
i
\ ~ ~ i\ 5. CONTRACTOR SHALL FIELD STAKE THE Grading Plan
CENTERLINE OF TRAIL FOR REVIEW WITH THE
0 ~ . ~ LANDSCAPE ARCHITECT PRIOR TO COMMENCING
t ~ ~ CONSTRUCTION. T J.~' b.W.~.,~;~ ~
~ ~ v ~ ~ ~ ;v 6. ALL MANHOLE COVERS, METER BOXES, AND CLIENT
~ ~ ~ ~ ~ 1 r--- CLEANOUTS SHALL BE ADJUSTED TO MATCH
\ V v _ ~ FINISHED GRADE. Research Triangle Foundation of North Carolina
~ - ~ i o ~ ~ ~ . ~ r-_---~--` 12 Davis Drive
\ \ i _ ~ v ~ ~ , \ ~ ~ ~ ~ ~ RTP, NC 27709
~ ~ ~ ~ ~ [phone] ~ ECU TES.
A ~ . ~ ; ~ , _ ~ ~ ~ .y - ~ ~ ~ ~W \ 1. FINAL ZONING AND SITE IMPROVEMENT
i -
~ - ~ ~ \ ~ ~ PER F: INSPECTION SHALL BE COMPLETED BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE
t {v ~ ~ ~ V ~ u \ - ~ ~
_ _ ~ ~ i 1 \ ~ v.~ ~:a _ _ - _ . ~ . ~ I COUNTY BUILDING INSPECTIONS 2. DETERIORATED OR DEAD SCREENING SHALL BE
~ ~ / ~ ~ ~ ~ ` _ ~ ~ v f ~ ~ . r' ZONING I TIT: ~ REPAIRED OR REPLACED WITHIN SIX MONTHS OF
\ ~ F ~ ~
P Iv; ®36862962 ~ PROJECT COMPLETION
\ _ i / ~ 3. NO PERMANENT CONSTRUCTION SHALL OCCUR
z e..-.. ~ _ v ~ ~ i y ~ ~ _ - r _ _ ~ ~ ~ ~~e ~ WITHIN THE BUFFERYARDS. ~ ~
1 ~ ~ ~ ~ _ - _ _ fi i
y y. I l
~ 3 _ , , ~ , r~ v ~ . r ~ ~.I
BEGIN RETAINING WALL AT STATION ~ ~ ~ s ~ t I
\ ~ \ ~ \ 4+25.00 AN D CONTI N U E ~ ~ ~ ~ _ ~ ~ i
E - - , ~r _'~--1~---° 1 1 f 4 i y
y, , y APPROXIMATELY 203 L.F. TO STATION ~ ~ . - ~ , . ~ ~ tea. t. t ~ E'~~neROW~p ' ~ ~ { 4 ~ ~ %nYUne ~ ~ ~ ~
+ / Y. 6 28.00 a .
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4 ~ ` ' / i ~ r ' ~ ~ - ,...n,.. r 1 ~ F~ f ~ t ` BLM _ By: i raven
i ~ ~ I Checked By: CAF I ti.. _ _..,L.
f 1 E I 1 ~_.d _ f~ i ~ \ ~ ~r ~ ~
E , r ~ ~ { t ~ i ~ r ~ ~ ~ ~ ti , q ~ - ~ f l ' f 1' ,1 / f ' i ~ / ~ . ~ A _ - Date: 12~22~09 ~.I
i ~ w y ~ ~ ( 1 t, 1
I t ~ t ~ \ ~ t _ Proj#: 080215
Revisions •n4 _.r
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Gr d ~ ~ f t ~ / ~ 't
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1 l t 1 \ SCALE: HORIZONTAL V= 59

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- - -SECTION THROUGH BENCHED TRAIL
8'-0" WIDE ASPHALT TRAIL
r
,GENERALNOTES:
1. THIS DRAWING WAS PREPARED FROM
INFORMATION SUPPLIED BY THE RESEARCH
TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE
COUNTY, MULKEY ENGINEERS, AND MCKIM AND
CREED ENGINEERS.
2. SURVEY INFORMATION HAS NOT BEEN FIELD
VERIFIED BY LANDSCAPE ARCHITECT TO ENSURE
ACCURACY. THE LANDSCAPE ARCHITECT SHALL
-NOT BE HELD LIABLE FOR ANY DISCREPANCIES
BETWEEN THE DRAWING AND ACTUAL ONSITE
CONDITIONS.
3. CONTRACTOR TO VERIFY LOCATION OF ALL
UTILITIES PRIOR TO CONTRUCTION. CALL THE
NORTH CAROLINA ONE CALL CENTER (811 OR
1-800-632-4949) OR VISIT
http://wiww2.ncocc.org/ncocc/default.htm AT LEAST 48
HOURS PRIOR TO COMMENCEMENT OF
CONSTRUCTION ACTIVITIES.
4. CONTRACTOR TO NOTIFY SURROUNDING
PROPERTY OWNERS PRIOR TO TRAIL
CONSTRUCTION TO LOCATE EXISTING IRRIGATION
AND ENTRANCE FEATURES.
5. CONTRACTOR SHALL FIELD STAKE THE
CENTERLINE OF TRAIL FOR REVIEW WITH THE
LANDSCAPE ARCHITECT PRIOR TO COMMENCING
-CONSTRUCTION.
6. ALL MANHOLE COVERS, METER BOXES, AND
CLEANOUTS SHALL BE ADJUSTED TO MATCH
FINISHED GRADE.
0 50 100 150
SCALE: HORIZONTAL 1"= 50'
Research •
1iark Pedestrian.:
System
Phase XIV
Kit Creek '`o,r'
Trail Layout
CLIENT
Research Triangle
Foundation of North Carolina
12 Davis Drive
RTP, NC 27709
[phone]
Drawn By: BLM
Checked By:CAF
Date: 12/22/09
Proj#: 080215
Revisions

CONSTRUCTION SE4UENCE SIO CONTROL A TI
CONSTRUCTION OPERATIONS: Project Description; The Research Triangle Park (RTP) Pedestrian Trails Phase 14-16 is divided into
1. OBTAIN ALL REQUIRED PERMITS FROM LOCAL, STATE, AND FEDERAL OFFICIALS. three phases. Phase 14 begins at the entrance to RTP businesses and extends roughly 877 linear feet
CONTRACTOR TO VERIFY THAT ALL ENCROACHMENT AGREEMENTS ANDRIGHT-OF PUBLIC on the north side of Kit Cr~k Road t~tween Davis Dave and Louis Stephens Drive to the entrance to ACCESS EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION Cisco Systems; Phase 15 is approximately 1,100 linear feet located on the south side of Kit Creek N~
ACTIVITIES. CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES PLAN APPROVAL PROVIDED Road between Louis Stephens Drive and Davis Drtve, continuing onto private property for 3,311 linear ~M
BY WAKE COUNTY. feet, and extending 3,483 linear feet on the east side of Louis Stephens Drive between IGt Creek Road t/1 N
and Little Drive; Phase 16 is 3,017 linear feet located along the north side of tittle Drive from Louis
2. CONTACT ULOCC/NORTH CAROLINA ONE CALL CENTER (1-800-632-4949) PRIOR TO Stephens Drive and terminating at I-540. The proposed trails will be 8 feet wide in NCDOT right-0f way W~ 0 U
CONSTRUCTION FOR LOCATION OF ALL UTILITIES IN PROJECT AREA, AND FOLLOW ULOCO and 12 feet wide in all other areas. The trail surface will be asphalt cement, Grade AC-20. ~0
PROCEDURE THROUGHOUT CONSTRUCTION ACTIVITIES. Existing Project Area: 8$ acres W C
3. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL PRIOR TO BEGINNING PROJECT AND Disturbed Area: 4.7 acres ~V ~OM ~ d' d'
CALLTHE LANDSGAPEARCHITECT FOR REVIEW. Rai d~ d;
Site Description; Majority of project site is along roadway within NCDOT ROW within RTP, and drains z ~ ~
4. INSTALL ALL TEMPORARY EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS to existing check dams and rip-rap lined swales. Trail proposed within private property is along a
AND SPECIFICATION IIN THE EROSION CONTROL GUIDE. TEMPORARY DEVICES INCLUDE recently constructed divider berm that serves as a stormwater measure between wetlands to the north 4' MIN. w ~ ~
SILT FENCES, INLET PROTECTION, ROCK CHECK DAMS AND CONSTRUCTION ENTRANCE and the dam and spillway to the south. Existing vegetation consists of well-maintained grassed areas. PADS/ACCESS AREAS. Surrounding land use includes research application campuses and corporate office space. o
Soils: ChewacJa, Creedmoor Sandy Loam 2-6°~ eroded ' nA Ow
5. HOLD POINT INSPECTION; CONTACT LANDSCAPE ARCHITECT FOR ON-SITE INSPECTION
AND VERIFICATION OF TEMPORARY EROSION CONTROL DEVICES. CHECK EROSION Erosion Control Measures; Erosion control measures on the site include silt fencing with silt fence ~.a~:ai~,ws
CONTROL DEVICES AFTER HEAVY IN ENTS THROUGHOUT THE PR ECT outlets around the perimeter of the project, drop inlet protection along all storm drains, and diffuse flow
TIMEF ME. MAKE NECESSARY REPAIRS TO STABILIZE AREAS WHICH to the creek buffer near the proposed pedestrian bridge. Along the divider berm, silt fencing wkh silt
SEEN DA AGED 0R HAVE FAILED. fence outlets will be installed along both sides of the disturbed area for increased protection. All T~ measures will stay in place until site has established vegetative growth to prevent erosion. Upon M TOP OF SILT FENCE
6. COMPLETE GRUBBING AND ROUGH GRADING OPERATIONS IN ACCORDANCE WITH removal of these devices, remaining disturbed areas shall be seeded and mulched per the seeding A~ MUST BE AT LEAST 1' o ABOVE THE TOP OF ~ ; ° t
PLANS AND SPECIFICATIONS, AND AS FIELD DETERMINED BY LANDSCAPE ARCHITECT. schedule. Ti ` ~ A ( i THE WASHED STONE ~ < < 4 a P~'~"
7. COMPLETE FINE GRADING OPERATIONS. HOLD POINT INSPECTION: CONTACT
LANDSCAPE ARCHITECT TO VERIFY LONGITUDINAL AND CROSS SLOPES, DEPTH OF ROTVI , ,
FINISHED GRADE AND FABRIC PLACEMENT PRIOR TO NEXT OPERATION. BURY WIRE FENCE,
8. LAY GEOTEXTILE FABRIC AND COMPLETE STONE AND TRAIL SURFACE CONSTRUCTTON FILTER FABRIC,
OPERATIONS. CONTACT LANDSCAPE ARCHITEC TO REVIEW FINAL GRADE OF TRAIL AND HARDWARE
SURFACE AND TO CERTIFY THAT TRAIL SURFACE IS CONSTRUCTED IN ACCORDANCE WITH sT STEEL FENCE POST STEEL FENCE ~ CLOTH IN TRENCH ~ iW~u~,~~..~, s~` . WSW 7
SPECIFICATIONS. "DRESS OUT" TRAIL EDGES TO A UNIFORM GRADE, FREE OF WIRE FENCE POST sEr MAx 2'
CONSTRUCTION DEBRIS, USING LIGHT WEIGHT RUBBER TIRE VEHICLES ONLY. REPAIR HAI HARDWARE CLOTH APART MIN.18"INTO esearch Trlangle
ANY DAMAGE TO TRAIL SURFACE CAUSED BY CONSTRUCTION MACHINERY (SEE SOLID
SPECIFICATIONS). FILTER FILTER OF #57 °~,°o GROUND' Park eestrian Trail
9. INSTALL PAVEMENT STRIPINGS, SIGNAGE, SAFETY RAIL AND LANDSCAPE PLANTINGS WASHE[ WASHED STONE o~~4
PER PLANS AND SPECIFICATIONS. System
oo~`b°g~o 9' FN.TERFABRIC °~°~o~b~°8o~~ ~ ON (;ROUt~ NOTES,
10. INSTALL ALL PERMANENT EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS
AND SPECIFICATIONS, AND IN THE EROSION CONTROL GUIDE. PERMANENT EROSION o~°oa~°o`~ ~~°go COVERED.
CONTROL DEVICES INCLUDE RIP-RAP APRONS AND EROSIONCONTROL MATTING. PERMANENTLY SEED ALONG THE ENTIRE LENGTH OF TRAIL AS WELL AS OTHER AREAS ° 0°~~0~~04~°0 0`~°~0 2. REPLACE STONE AS NEEDED TO ENSURE ' DEWATERING.
DISTURBED BY TRAIL CONSTRUCTION.
` BURY WIRE FENCE AND HARL FENCE AND HARDWARE CLOTH BURY 8" OF UPPER EDGE OF Phase I Y
11. REMOVE ALL SILT FENCES, TEMPORARY STREAM CROSSINGS, CONSTRUCTION FILTER FABRIC IN TRENCH
ENTRANCE PADS, AND ROCK CHECKDAMS ONCE SITE IS STABLE AND HAS BEEN Kit Creek Road
APPROVED BY LANDSCAPE ARCHITECT. PERMANENTLY SEED ALL RESULTING BARE
AREAS. REPLACE WITH CLEAN FILL, AND SEED AREA PER SPECIFICATIONS. sECTION vlEw Trail Details
12. CONTACT LANDSCAPE ARCHITECT FOR INSPECTTON OF PERMANENT SEEDING
OPERATIONS. SHOULD HEAVY RAINS WASH SOIL OR WHEAT STRAW ONTO TRAIL BEFORE
GRASS HAS STABILIZED TRAIL EDGES,SUCH SOIL AND STRAW SHALL BE SWEPT FROM THE
TRAIL AND RESULTING BARE AREAS SEEDED. SHOULD INS CAUSE ER 1 AT Client
T IL EDGES BEFORE GRASS IS E$TAf$LISEa THESE S SHALL IIIE Research Triangle
RE-FILLED, SEEDED AND COVERED WITH EROSI N CONTROL MATTING PER SPECIFICATIONS. Foundation of North Carolina
12 Davis Drive
13. CLEAN UP DEBRIS, TRASH, AND UNUSED MATERIALS FROM ALL CONSTRUCTION
OPERATIONS. SWEEP AND CLEAN ALL DEBRIS AND MUD FROM TRAIL AND ROADWAY 2 ST®NE OUTLET DETAIL (i9) 549 ~8 81
SURFACES AND LEAVE PROJECT AREA IN A NEAT, ORDERLY, AND FINISHED MANNER, LDS Not to Scale
14. COMPLETE FINAL PUNCH LIST, AS PREPARED BY LANDSCAPE ARCHITECT, AND CALL FOR FINAL INSPECITON.
NOTE: In Oho event tha4 co~lnuous cons~ruc~lon o are suspended du® 40
we er for more ghan 1S calendar days, contra r shall Immediately and
sttablllze all dlsfiurbed a s wl@h a temporary cover to prev®nt erosion. I slo
shall be permanently stablllaed wl#hln 15 cola ar
~ s~-o° ~xoMUM
SILT FENCE FABRIC I
MINIMUM 10 OAU(iE L VIMUM 10 OAU(iE LINE WIRES SECO~ FROM ~ MINIMUM 1&1I2 QAUOE INTERMEDIATE YVIRE$
GRADE
W
I~I 11 = _ = d - _ _ ~~I i i- FR®NT VI
--III- -II--
' I - e ~ _ - ~I I i- -I ~ I R " sTEa PosT
I _ O - I 4 to 12 - a - - NOTE: IOTE: WOVEN WIRE F ~ T 4<- ,
- - 9. USE SILT FEN rv, ' ,a°. _..~,~..~~.,~....~.~.~,W 9. USE SILT FENCE O~N.Y WHEN DRAINAf3E AREA DOES ALT FENCE FABRIC
- - , : ~ I ~ - NOT EXCEED " _ _ I NOTEXCEED114ACREANDIS:VERINAREA$OF Drawn By: BLM
6 - CONCENiRp ~ o ~ Checked By: CAF
-I ' FILTER FABRIC OR _ - 2 SED ~ SEA ~ ~ Date: 12/22/09
GRAVEL BEDDING PROIADE VOLUME FOR THE NEXT RAIN AND cv
TO I TO ON THE SILT FENCE Proj#: 080215 i .'~1 ~
"fir} .GRADE
NOTES: Revisions 8"MINIMU 31gRT°
0
-TO BE USED WHERE EXCESSIVE STORMWATER N ANCHOR SKIRTA$ DI
VELOCITIES PROHIBIT VEGETATIVE LININGS. BY EN01 °
-SIZE OF STONE MUST BE DETERMINED BY APt~ROPRIATE GRADINGlSLOPE DESIGN PROCEDURE. SIDE VI
-DIMENSIONS FOR d & W VARIES ACCORDING
TO FINAL GRADING.
RIP RAP-LINED DRAINAGE CHANNEL (TYP.
1 SILT FENCE DETAIL
D-0 Not to scale ~D-O~ Not to Scale
SHEET

22" KEYSTO
8" MIN. LOW PE L CAP UNI KEYSTONE COUNTRY MANOR T j CAP UNIT SECURED WITH
KAPSEA KAPSEAL ADHESIVE OR EQUAL
~y
KEYSTO KEYSTONE COUNTRY MANOR UNIT ~ ~ N~
Y i ~
(~,,,f,~~~, ( ~ 0
r U ~ ~ 0
m~ 000 3
1" - 1"-1114" ~U ~o
UNIT DRAINAGE FILL i; -
314"CRUSHED " ~ 24 ~v ~
ROCK OR STONE) 6" ~O o ~ z " o, ~
0 W
FINISHED GRADE M a ~~1
t v00, A 0 r~ 5
Retained Soil
1 5 L .~.~ra
i / ; ~
~ /i ~ i'
, ry , { P ~ ~ ,
UNREINI UNREINFORCED CONCRETE OR Eta
APPROXIMATE LIMITS CRUSHE CRUSHED STONE LEVELING PAD W^~
OF EXCAVATION
3'-0"GRAVITY WALL: SEE DETAIL THIS PAGE. Foundation Soil
8' MIN. LOW PERMEABLE SOIL 4" PERFORATED PVC DRAINAGE TILE r
8'-0"WIDE TRAIL. S E DETAIL THIS PAGE. WRAPPED IN FILTER FABRIC
(IF REQUIRED)
esearch Triangle
COUNTRY MANOR UNIT-1"SETBACK 3ACK Park Pedestrian Trail
EDGE OF TRAIL NOTES: System
MAINTAIN 3:1 SLOPE. REFER TO SEEDING 1. INST TI TO BE E I ACCORDANCE WITH IANCE WITH UFACTURE°S SPECIFICATIONS.
~l SCHEDULE (SHEET L-3) FOR REVEGETATION 2. DO NOT SCALE DRAWINGS.
SPECIFICATIONS. 3. CTOR'S E: F R PODU D PURL LNG IN JRC IG INFORMATI ~ ` 1
S PRODUCTS . 91 1 I
I J .k®
STONE-LINED CHANNEL AT TOE OF SLOPE Phase
' SEE PLAN FOR LAYOUT.
't Creek Road
ul Trail etails
- - - ~ L Not to Scale ,
_ ~ s
) CON$TRUC170 $EQUE CE ~ ~ . ~ .
CONSTRUCTION OPERATIONS: Client
1. OBTAIN ALL REQUIRED PERMITS FROM LOCAL, STATE, AND FEDERAL OFFICIALS. Research Triangle
_ _ CONTRACTOR TO VERIFY THAT ALL ENCROACHMENT AGREEMENTS AND RIGHT-OF PUBLIC Foundation of North Carolina
ACCESS EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION 12 Davis Drive ACTIVITIES. CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES PLAN APPROVAL PROVIDED RTP, NC 27709
BY WAKE COUNTY. [phone]
~ 0 W 0 w 2. CONTACT ULOCC/NORTH CAROLINA ONE CALL CENTER (1-800-632-4949) PRIOR TO
U CQ Z ~ CONSTRUCTION FOR LOCATION OF ALL UTILITIES IN PROJECT AREA, AND FOLLOW ULOCO
g~ J ~ PROCEDURE THROUGHOUT CONSTRUCTION ACTIVITIES.
~ J ~ ~ 3. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL PRIOR TO BEGINNING PROJECT AND
ZU g Q CALL THE LANDSCAPE ARCHITECT FOR REVIEW.
i g J ao U ao U
F ~ 4. INSTALL ALL TEMPORARY EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS
W AND SPECIFICATION IIN THE EROSION CONTROL GUIDE. TEMPORARY DEVICES INCLUDE
T I ~ s'aEARTO R E TI TREESORSIGNS SILT FENCES, INLET PROTECTION, ROCK CHECK DAMS AND CONSTRUCTION ENTRANCE
~YJ 73H0ULDER TSH( 8 WIDE TRAIL (TYP.) PADSIACCESS AREAS. rs~ou~ a~toswuE
LD-o Not to Scale _ SEE PLAN 5. HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT FOR ON-SITE INSPECTION
_ _ 2% CROSS SLOPE -------fee. AND VERIFICATION OF TEMPORARY EROSION CONTROL DEVICES. CHECK ER ION
' ~ - z:~ - _ x _ ~ ° CONTROL DEVICES H IN EVENTS THROU4'iH01iT THE P E
3 ~ 8'-9"GRAVEL a1~P1~ TIMEF E. A NECE ARY REPAIRS TO $TAiILIZE $ HICH
3" COUNTRY MANOR ~""'~P,~ EEE AINA6 R HAVE FAILED.
CAP UNIT FINISHED TRAIL SURFACE 3, 6" COUNTRY MANOR _ I---I ~ vz"
2"TYPE I-2 ASPHALT MIX UNIT ~ j~ I 6. COMPLETE GRUBBING AND ROUGH GRADING OPERATIONS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND AS FIELD DETERMINED BY LANDSCAPE ARCHITECT.
- GEOTEXTILE FABRIC, INSTALL PER SPECS
~ 6" AGGREGATE BASE COURSE 7. COMPLETE FINE GRADING OPERATIONS. HOLD POINT INSPECTION: CONTACT
I i COMPACTED SUBGRADE LANDSCAPE ARCHITECT TO VERIFY LONGITUDINAL AND CROSS SLOPES, DEPTH OF
I r SIDE SLOPES SHALL BE MAX. 3:1UNLESS OTHERWISE INDICATED FINISHED GRADE AND FABRIC PLACEMENT PRIOR TO NEXT OPERATION.
ON LAYOUT PLANS. CUT AND FILL SLOPES SHALL TIE INTO
EXISTING SLOPES TO CREATE AN EVEN TRANSITION. 8. LAY GEOTEXTILE FABRIC AND COMPLETE STONE AND TRAIL SURFACE CONSTRUCTION OPERATIONS. CONTACT LANDSCAPE ARCHITEC TO REVIEW FINAL GRADE OF TRAIL
SURFACE AND TO CERTIFY THAT TRAIL SURFACE IS CONSTRUCTED IN ACCORDANCE WITH
_ r _ _ - _ _ Notes; t. cross slope directlon ~1.C~rosss~opea~recuonvades. see layoutgeretara~recnanofs~ope SPECIFICATIONS. "DRESS OUT" TRAIL EDGES TOA UNIFORM GRADE, FREE OF
2. Amount of cross slop 3. Contractor la respone z.r~~otcm~~o~~~~~o%~azw. s~~romv~ CONSTRUCTION DEBRIS, USING LIGHT WEIGHT RUBBER TIREVEHICLES O1dLY. REPAIR a ~ ponslbierareasmaleNngd~slopesal~rbed ANY DAMAGE TO TRAIL SURFACE CAUSED BY CONSTRUCTION MACHINERY (SEE
by conshoctlon.
i F SPECIFICATIONS).
TT WIDE A 9. INSTALL PAVEMENT STRIPINGS, SIGNAGE, SAFETY RAIL AND LANDSCAPE PLANTINGS
_ _ _ , . - - _ _ Not to ca e PER PLANS AND SPECIFICATIONS.
_ _ 10. INSTALL ALL PERMANENT EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS
_.I ~ , AND SPECIFICATIONS, AND IN THE EROSION CONTROL GUIDE. PERMANENT EROSION E " " uW°
I CONTROL DEVICES INCLUDE RIP-RAP APRONS AND EROSIONCONTROL MATTING. Drawn By: BLM
- ~ , PERMANENTLY SEED ALONG THE ENTIRE LENGTH OF TRAIL AS WELL AS OTHERAREAS Checked By: CAF DISTURBED BY TRAIL CONSTRUCTION.
, MOUNT SIGN TO POST PER NCDOT SPECIFICATIONS. Date: 12~22~09
- ALL HARDWARE TO BE GALVANIZED AND 11. REMOVE ALL SILT FENCES, TEMPORARY STREAM CROSSINGS, CONSTRUCTION prod#; 0802.15
I " _ : FILED TO PREVENT THEFTIREMOVAL. i _ SIGN SPECIFICATIONS: W11-130"x30". ENTRANCE PADS, AND ROCK CHEGKDAMS ONCE SITE IS STABLE AND HAS BEEN
SIGN BACKGROUND TO FOLLOW NEW MUTCD APPROVED BY LANDSCAPE ARCHITECT. PERMANENTLY SEED ALL RESULTING BARE
FYG BACKGROUND FOR W-11 SERIES SIGNS AREAS. REPLACE WITH CLEAN FILL, AND SEED AREA PER SPECIFICATIONS. Revisions
_ 6.. STEP
12. CONTACT LANDSCAPE ARCHITECT FOR INSPECTION OF PERMANENT SEEDING OPERATIONS. SHOULD HEAVY RAINS WASH SOIL OR WHEAT STRAW ONTO TRAIL BEFORE
GRASS HAS STABILIZED TRAIL EDGES,SUCH SOIL AND STRAW SHALL BE SWEPT FROM THE
TRAIL AND RESULTING BARE AREAS SEEDED. SHOULD N$ CAUSE ERO1 AT
6"CRUSHED ROCK OR UNREINFORCED U-SHAPEC U-SHAPED GAL. T IL E6$ EEFORE Q 1$ EST LI$HEr THESE $ ~ CHANNEL POST REFILLED, SEEDED AND COVE D ITH EROSION CON OL MATTING
CONCRETE LEVELING PAD ROAD OR STREET CHANNEL
0 $PECIFICA770$.
NOTES: 4'-9" 13. CLEAN UP DEBRIS, TRASH, AND UNUSED MATERIALS FROM ALL CONSTRUCTION
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WRH UFACTURER'S SPECIFICATIONS. CONCRETE FOOTING OPERATIONS. SWEEP AND CLEAN ALL DEBRIS AND MUD FROM TRAIL AND ROADWAY
2. DO NOT SCALE DRAWINGS. CONCREI 3. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION AD S PRODUCTS . 91 521 2800 PSI I 2800 PSI IN 28 DAYS SURFACES AND LEAVE PROJECT AREA IN A NEAT, ORDERLY, AND FINISHED MANNER.
14. COMPLETE FINAL PUNCH LIST, AS PREPARED BY LANDSCAPE ARCHITECT, AND CALL
FOR FINAL INSPECITON.
NOTE: In the event that continuous construction operations are suspended due to SHEET
4~ STEPPED 3'-0" HIGH GRAVITY WALL 1 CROSSWALK SIGNAGE weather for more than 15 calendar days, contractor shall Immediately seed and
D-0 Not to Scale Not to Scale "-0 stabilize all disturb areas with a temporary cover to prevent erosion. All slopes
shall be permanently stabilized within 15 calendar days.

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H WA AREA ~M1 _AS SHOWN. REPRESENT ~ L-4: Trail La out
- TI D I e ~ CONDITIONS PRIOR TO y
8
R F F T TI U ~N OF RTP LAKE W~5. WETLAND L-J: Trail Layout
8
8 EA =a T I A IM A r.,tt~N REA OFEXISTING DIVIDER BERM ~ ~
~4 a L-6. Watershed xhl~t
YF I L EV U W .8 9, o )USLY PERMITTED FOR THE
_ ~ - ~.~toa.. LAKE - E T. , )JECT. THEPROPO~ED PROJECT -01: Trail Layout etall
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,8 ~ EI a, L D TIN U E 8 ELUDE IMPACTS TOUVETLAND ~ ~ ~I
~ a,--~ Trail Layout etails
:8 AREA . 8
~"t' & ~ . \ `h~\ g
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~ ~ ro1ect I nfor anon
~ 8
\'n' @ wi. > ~ amE Pro ect Location: Kitt Creek Rd._, Louis, Ste_ hens D_r., RTP _ _ G _ ~ p...._ _
~ ~ Nei hbonn PIN ~'s: 07363791 0736847591 i ~ g 9
8 ~ ~ ~
Project Limits/Boundary_Defined by NC DOT ROW and_RTF Property Line ~
~ ~8 \ 8 ~ Total Size of Project Limits; 76 ACRES j
Total Acrea e to be Disturbed: 3.3 ACRES
\ ~~8 \ \8 a b s
s a . ~ a o~ ~ Proposed Use: Pedestrian Trails
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w.,~=-- Q 8 !~i ~ Prepared for:
\ a. ~ Y use e \ /~~~~i
CV / Research Triangle Foundation
of North Carolina
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VVIET P".D211IND,`1'"w q.,i R191 W €"4 Durham, North Carolina 27713 Landscape Architecture Scale. 1~~ = 200' [phone]
Fax [phone]

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5850 Fayetteville Rd.
Suite 211
PQ f(jT ~ EXISTING TRAIL ~V y~FF R o Durham, NC 27713
p. 919 484-8448
f. 919 484.3003
www.greenways.com
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- CONSTRUCTION
DOCUMENTS

LIMLT OF DISTURBANCE, 8' FROM THE CENTER QF THE TRAIL (TYP.)

; 7,252 LINEAR FEET OF TOTAL TRAIL CLEARED TO A WIDTH.OF 16' - _ _
116,040 TOTAL SQUARE FEET ISTURBEL -
•
I'~ 2.66 ACRES DISTURBED
° QQ m ~
o , i ~~v
,`Q- ~ ~ i
i
1 1 SILT FENCE TYP. -

` ~ EQ-01 j
~v '
j g~~
~ ~ - EX. DITCH TO REMAIN UNDISTURBED
GENE L ~07ES: Q~ i~ I
DURING CONSTRUCTION A ~ ~ ~
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE RESEARCH ~Z~
` ~
TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE COUNTY, MULKEY ENGINEERS, AND ~
MCKIM AND CREED ENGINEERS. v 2--- TEMPORARY STONE OUTLET (TYP.) ~ ~ ED-01 ~ ~
2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT TO ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE \ / ~ ~
~ ~ ~ ~ 'S~ ~ ® ~
\ ~ -PROPOSED TRAIL, SEE LAYOUT PLANS. ~I
FOR ANY DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL ONSITE CONDITIONS. \ s--
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. \ ~ ~ ~ t~
4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL ~ ~ ~ ~\v
~ ~ \ ~ li
CONSTRUCTION TO LOCATE EXISTWG.IRRIGATION AND ENTRANCE FEATURES. \
~ ' ~
5. CONTRACTOR SHALL FIELD ST/~KE THE CENTERL~~VE OF TRAIL FOR REVIEW WITH ~ ~ ~ ~
THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.
~
6. ALL MANHOLE COVERS; METER BOXES, AND CLEANOUTS SHALL BE ADJUSTED TO ~ ~ ~ t~
~ 0
MATCH FINI~yED GRADE.' ~ `'>y ~ ~ G
TLAIV Id07'~. , ~ ti ~ G _ ~ ~
WETLAND AREAS SHOWN REPRESENT PRE-EXISTING k , ~
CONDITIONS PRIOR TO CONSTRUCTION OF RTP LAKE ~ ~ ~ ~A 9, ~
~ \ \ b - \
i W-5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER
~ ~ \ \
BERM WERE PREVIOUSLY PERMITTED FOR THE LAKE U ~ 4 ~ \ _
W-5 PROJECT. THE PROPOSED PROJECT DOES NOT
INCLl1DE IMPACTS TO WETLAND AREAS. ` ~
~ ~ ~ ~ ~ ~
~ s
SUMMARY OF PROPOSED AND EXISTING SURFACES
-
(Proposed impervious Surface 1.7 ACRES ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Date Issued: 12121!09
- - - -
Existing Impervious SurFace ~ 6.31 ACRES Scale 1" = 50'
\ _ _ ~ ~ ~ ` ~ Drawn by BLM - ~ ~ ~ -
rExisting Pervious Surface ~ 69.2 ACRES _ - - ~ Checked by: CAF
a~ ~ - _ _ _
t~
\ \
E~l
Erosion & Sediment
MATCHLINE SEE SHEET E-2 MATCHLINE SEE SHEET E-2 Control Puns

MATCHLINE EESHET E-1 ~ ~ ~ \ _
CT MATCHLINESEE SHEET E-1 - - - -
MATCHLINE SEE SHEET E-2 MATCHLINE SEE SHEET E-2 ~ ~ ~ I ~ H \ ~ ~o~
\ ~ ` \ ~ a c"° ~ ~
~ ~ ~ I ~ rod Q ~ ~ ~ ~ E v
Ica
~ ~ ~ I a ' ~ ~ ~ °c
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE ~ ~ ~ I ~w ~ . A I ~ ~ J ~ I c A ~ T
RESEARCH TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE COUNTY, PROJECT BOUNDARY ~ ~I \ ~ I u 66 b ~ ~ ~ 01
A ~
N MULKEY'ENGINEERS, AND MCKIM AND CREED ENGINEERS. I
~I
w~ w 2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE PROPOSED TRAIL,SEE SHEET L-7 FOR DETAIL ~ ~ ~
E- ARCHITECT TO ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE
w) w HELD LIABLE FOR ANY DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL - - ~
1 , -r SILT FENCE TYP. -
uj~ c=i~ ONSITE CQNDITIONS. - - - ED-01\
w w 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION.
cWi~~ cwi~ 4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL ~ ~ z 2
ED-o~ TEMPORARY STONE OUTLET (TYP.) ~ ~ 'I
Z Z CON"STRUCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES.
~ 5. CONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH I - - - - - _ - \ ~ 5850 Fayetteville Rd. ~ ~ ~ Suite 211
URBANCE, 8' FROM THE CENTER OF THE TRAIL (TYP.} - ~ ~ ; ~ ~ ~urham,NC27713
" THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. uMiT OF DISTURBAN ~ ~ 6.ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL. BE ADJUSTED TO ' 7,252 LINEAR FEET 1 ~ \ ~ ~ i p. 919 484.8448
~R FEET OF TOTAL TRAIL CLEARED TO A WIDTH. OF 16 ~ ~ ,
116 040 TOTAL SQUARE FEET DISTUREED f. 919484-3003 www.greenways.com ~
~ ~ MATCH FINISHED GRADE.
2.66 ACRES DISTUREED ' ~ ~ ~I
~ ~ ~j
~ SUMMARY OF PROPOSED AND EXISTING SURFACES p_ _ p - _ _ _ WETLAND
Pro osed Im envious u ace _ - _ _ ` a~,,
1.7 ACRES..._ .
,Existing Impervious Surface / 6.31 ACRES - - _ ~
- - i ,tea - -,~_,o_ ~ - _
Existing Pervious :~~.~rface 69.2 ACRES a ~ ' r 100
r ~ ~ i CONSTRUCTION
_ , o d ~ ~ DOCUMENTS i _ ~ o-
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i~ ~ - NOTE:E~CISTING DI~i/IDER SERM PTO EE USED AS ~
TRAILCORRIDOR.~TRRIL TO BEPAVED ALONG
~ / DIVIDER. SERM. ~ ~
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ti-~ ~,,~~\i ~ Scale _ 1~~ _ 50,
WETLAND AREAS SHOWN REPRESENT PRE-EXISTING Drawn by: BLM -
C0 DITIONS PRI®R TO CONSTR~C X10 OF RTP i ASE Checked by_ cAF
1AI 1° 0Ld A1~'T1 A A 11°1 18 RI"? A /'"Q"1-"f1 IA.{ A:r11~ A ~"5.61e`1TIA.1. /'e.. 1°`S 19 iL111~P1 -
VV-0 VVIZ I L/AINU IIVlt-/A U I J IIN A-MZ/A Ul- I'lNU UIVIUI-K r 4
BERM' WERE PREVIOUSLY PERMITTED FOR THE LAKE L~~2
PROJECT. THE PROPOSED' PROJECT DOES NOT Erosion & Sediment
Control Plans INCLUDE IMPACTS TO WETLAND AREAS.

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GENE L NOTES: ~ PROJECT BOUNDARY I-,I- -va WSW von ~ , N
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE RESEARCH W W i acv
i ~kw i W b y J
TRIANGLE FOUNDATION, DURHAM COUNTY;.: WAKE COUNTY, MULKEY ENGINEERS, AND - - ~.L. _ , _ ~ ~ a
.ie. ~ 0]
MCKIM AND CREED ENGINEERS.
W ' _ W W ~ - (n
2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT W W
TO ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE i
_Z Z_
FOR ANY DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL ONSITE CONDITIONS. ~ ' ~I J
® 1
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. ~ ~ ~ UI
~Q I~~
4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL
CONSTRUCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES. EXISTING MANHOLE -
/
5. CONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH TO REf~~E;ii~
THE LANDSCAPE ARCHITECT PRIOR TG COMMENCING CONSTRUCTION. ~ 5850 Fayetteville Rd.
6. ALL MANHOLE COVERS, METER. BOXES, AND CLEANOUTS SHALL BE ADJUSTED TO Suite 211
Durham, NC 27713 i
MATCH FINISHED GRADE. . p. 919 484.8448
f, 919 484.3003 b I
www.greenways.com
ti
ET~~~D NOTE: ' _ ~ o_, o-
~ u~ ~ ~ , ~
WETLAND AREAS SHOWN REPRESENT PRE-EXISTING EXISTING MANHOLE is
~ ~ ; i i
CONDITIONS PRIOR TO CONSTRUCTION OF RTP LAKE TO REMA':P,i - ~ , f ,
~ ~ _ A ~ _
W-5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER PROPOSED 80' LONG, STEEL i I o 1
BERM WERE PREVIOUSLY PERMITTED FOR THE LAKE PEDESTRIAN TRUSS BRIDGE BY CONTECH, CPI ~ ~ ~ 1
e / ~ ~ r
W-5 PROJECT. THE PROPOSED PROJECT DOES NOT ~ " ~ C r = ~ ~ ~ T~~~~_ ~ CONSTRUCTION y ~
~ ~ ry, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DOCUMENTS
INCLUDE IMPACTS TO WETLAND AREAS. ~ ~ ~ ~ ~ ~ ~ ~1
TRAIL WIDTH TRANSITIONS - I a ~ a , ~ ~ ~
FROM 12' WIDE TO 8' WIDE - ~
SUMMARY OF PROPOSED AND EXISTING SURFACES 'I
- - V \ , ~SA~i
(Proposed Impervious Surface 1.7 ACRES PROPOSED TRAIL, SEE LAYOUT PLANS ~ ~
~ ~
,Existing Impervious Surface _ 6..31 ACRES ~I-- \ a
I ~ i I
Existing Pervious Surface 69.2 ACRES ~ ~ ~ A ~ i
I - SILT FENCE (TYP.) r
~ ED-01 tl _ / ~ ~
1 p~y ~ ~ ~ i i ~ ~ r- , 1 V ~
~ ~ ~ f ~ ~ ~ ~ Y ~ ~
TEMPORARY STONE OUTLET (TYP.) - - - i ~ - r~ ~
ED-01 I
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PROJECT BOUNDARY I
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WETLAND v 1 1 1 °,Q
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LIMIT OF DISTURBANCE, 8' FROM THE CENTER OF THE TRAIL (TYP.) - -
~ ~ ~4
7,252 LINEAR FEET Of TOTAL TRAIL CLEARED TO A WIDTH OF 16'
\ ~ 6I d ~ ~
116,040 TOTAL SQUARE FEET DISTURBED
2.66 ACRES DISTURBED ~ ~ i
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~ ~ W W Date Issued: 12/21/09
i ~ ~ (n Scale 1" = 50'
_ _ _
W W Drawn by BLM
~ ~ 9 ~ z z ~ Checked by: CAF--
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Erosion & Sediment
MATCHLINE SEE SHEET E-3 ATCLIE SEE SHEET E - Control Plans
~ MATCHLINE SEE SHEET E-4 - - _ _ __ATCLINE SEE SHEET E-4~ _ --h

IOTA CHLIN~EE SHEET E-3 - MATCHLINE SEE_ TE-3 _ _ , - _ _ _ _ MATCHLINE SEE ET E-4 - j
_ _ _ - -
~ MATCHLfNE SEE SHEET E-4
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' ~ - - - PROJECT BOUNDARY
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~ _ ( 5850 Fayetteville Rd.
~ ~ 4~ U U Suite 211 ~
Durham, NC 27713
~ q. Q, Q p. 919 484.8448
I r - -PROPOSED TRAIL, SEE LAYOUT PLANS C L C f. 919 484-3003 G www.greenways.com
e. p~ ~
s~ ~

\ \ ~ SILT FENCE (TYP.) ED-01 i i
\ ~

\ ~ooi
~ \ CONSTRUCTION
DOCUMENTS
~ 2 ~ TEMPORARY STONE OUTLET (TYP.) ~ ~ ED-01; - LIMIT OF DISTURBANCE, 8' FROM THE C TER OF THE TRAIL (TYP.)

7,252 LINEAR FEET OF TOTAL T IL CLEARED TO A WIDTH OF 16'
116,032 TOTAL SQUARE FEET DISTURBED
2.66 ACRES D!ST;JRBED
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G~P~E ~ NOTES: ~
~ -
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE F~~SEARCH ~
TRIANGLE FOUNDATION, bURHAM COUNTY, WAKE COUNTY, MULKEY ENGINEEI~~AND
MCKIM AND CREED ENGINEERS.

2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT~~,
TO'ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE
~ ~ ~
FOR. ANY DISCREPANCIES' BETWEEN THE DRAWING AND ACTUAL ONSITE CONDITIONS. T''"~\ ~s
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION.
_ . EXISTING RIP RAP AND HEADWALL TO REMAIN - ~ ~
4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL
CONSTRUCTION TO LOCATE E>~lSTING IRRIGATION AND ENTRANCE FEATURES. \
~
5. CON~~ FACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH ~ ~
THE LANDSCAPE ARCHITECT PRIOR TO COMMENCWG CONSTRUCTION. 1 ~ o,
6, ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL BE r'~DJUSTED TO o~ ~ ~
a 4.. EXISTI TREELINE -
MATCH FINISHED GRADE.
~ ' ~ ~
;
ETLA ~ NOTE: ~~i
. ~ ~ ~ G;~ \ W W
WETLAND AREAS SHOWN REPRESENT PRE-EXISTING i
~ 1 ~ ~ \ ,
CONDITIONS PRIOR TO CONSTRUCTION OF RTP LAKE ~P W W
' W W ' _ _
W-5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER - - (n
BERM V1~LRE PREVIOUSLY PERMITTED FOR THE LAKE ~ ~ W W
W W
W-5 PROJECT. THE PROPOSED PROJECT DOES NOT
~ _ ~ ~ ~ ~ ~
INCLUDE IMPACTS TO WETLAND AREAS. _ _ _
, ~
SUMMARY OF PROPOSED AND EXISTING SURFACES j ~ U
Proposed Impervious Surface 1.7 ACRES Date Issued: 12/21109
- - - - - \ ~ ~ 1.' ~ ~ Scale 1" = 50'
Existing impervious Surface i 6.31 ACRES PROPOSED G _ _ _ i _ _ SEE ENGINEERS Existing Pervious Surface i 69.2 ACRES JSED GUARDRAIL- _ - _ - _ _ - , ~ ~.Y1~ Q Q _ _ ~ ~ ~ Drawn by. BEM
JEER'S DRAWINGS , ~ ~ checked by: cAF ` \ YS
~ _
Erosion & Sediment
MATHLIEcE SHEET -4 Control Plans
MATCHLINE SEE SHEET E-4
MATCHLINE SEE SHEET E-5 MATCHLINE SEE SHEET E-5 ,,u

~ - MATCHLINE SEE PHASE 15 SHEET E-5 - - - - jl !i ~ ~ ` - - -
- - MATCHLINE SEE PHASE 16 SHEET E-1 ® I c W D m0;;
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~ 'SILT FENCE (TYP.) ~ ~ ED-01 ~ m
-

f II
° 1 ~ ~
i ~ TEMPORARY STONE OUTLET (TYP.) ED-01 ,

4 EXISTING RIP RAP TO REMAIN i. i I I
~ ~ ~ - LIMIT OF DISTURBANCE, 8' FROM THE CENTER OF ~ TER OF THE TRAIL TYP EXISTING POWER ACCESS T REMAIN ~
_ O~j~s ~ ~ 7,252 LINEAR FEET OF TOTAL TRAIL CLEARED TO s~, . _i ZED TO A WIDTH OF 16
- , EXISTING DROP INLET
~ 116,032 TOTAL SQUARE FEET DISTURBED
5850 Fayetteville Rd.
~`,py ~ `fin\~ k,,P ~ 2.66 ACRES DISTURBED ~ ~ED-o~ TE PORARY DROP INLET PROTECTION sultezll
~ F ~ Durham, NC 27713
p. 919 484.8448
f. 919 484.3003
www.greenways.com
: ~ ~ _ 2 EY:ISTING WATER VALV -
:RVALVES TO REMAIN

, ~ -EXISTING FIRE HYDRAN YDRANT TO REMAIN
i' ~ ~
~ , - 2 EXISTING WATER VALV .R VALVES TO REMAIN : ~ : i
~ ~ - 1 EXISTING WATER VALV ~ ~ ~ ,``s EXISTING TREELINE .R VALVE TO REMAIN ~ ~ ,`.,r ~r
INE
~ ~ ~ ~ , , , 100%
_.1 ~ ~ ~ t,~ . CONSTRUCTION ' ~ DOCUMENTS
. ` . ,
~ . A

, e ~
\ ~ ' A 1
EXISTING WATER VALVE TO REMAIN ~ ~ ~ ; _ . ~ ;
~ ~ ~ _
EXISTING POWER ACCESS \ ~
TO REMAfN _ ~ , _ _ _ f J1 _ '
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~ ~ i ice, LITTLE DRIVE F-
~ _ ;
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\ RIP RAP _ _
~
LIMIT OF DISTURBANCE, a ~ ~
kIF :t AP R'P RAP 8' FROM EDGE OF, TRAIL(TYP.)
i \1 ~ \ ,~~'P.j~ r ~ i ~ C~ ~ _ -n ~r
~ ~ _ t ' v.,,.~ , / 1 ~ ~
p~ .P ~ ~ ~
~ G~GuJ 1. TH ~ RES ( ENGI _ AND ~ V
~
1. THISDRAWINGI~~ASPREPAREDFROM INFORMATION SUPPLIEDBYTHE ~
SEAR~C'H TRIANGLE FOUNDATION DURHAM COUNTY WAKE COUNTY, MULKEY ~ RE ~ f-
~NGi'I~I~EES,
AND MCKIM AND CREED ENGI EERS. '
C ~ 2. SU 2. SURVEY INFORMATION HAS NOT EEN FIELD VERIFIED BY LANDSCAPE
ARC ~G~~ HEL ONSI ARCHITECT TO ENSURE ACCURACY: THE LANDSCAPE ARCHITECT SHALL NOT BE U
HELD LIABLE FOR ANY DISCREPANCIES BETWEEN THE DRAWING D ACTUAL
ONITE CONDITIONS.
3. C pFZ~~1E ~y~2~, CO ~~'C~~~ 'A~ 5. C '9~ THE 3. CO TRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR T CONTRUCTION.
4. CONTRACTOR TO NOTIFY SRROUNDI G PROPERTY OWNERS IOR TO TRAIL
CONSTRUCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES.
5. CONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH
THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ~
6. AL MAT WE PROPOSED ROADWAY EXTENSION WEST- - 6. ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL BE ADJUSTED TO
MATCH FI ISHED GRADE.
® Date Issued: 12/21/09
SEE ENGINEER'S DRAWINGS WE - _ _ _ _ _ _ - - CO WETLAND AREAS SHOW REPRESE T PRE®EXISTING sale 1~~ 50~
_ CO DITTOS PRIOR TO CONSTRUCTION O RTP LAKE Drawn by BLM
SUMMARY OF PROPOSED AND EXISTING SURFACES Checked by. CAF
tn/_~ tni~-ri ®nin innp®rT~ ill ®R~A nF FXI~TI~If; nli/InFR
vv VVL. 1 L./ 11 VLJ IIV 11 / \V 1 V 11 tl / %1 a1-1 a %,/1 1.ff a1V 1 ®0 vv 0. 1 v
Proposed Impervious Surface1.7 ACRES BER -
BERM WERE PREVIOUSLY PERMITTED FOR THE LAKE
Existing Impervious Surface , 6.31 ACRES W-5 W-5 PROJECT. THE PROPOSED PROJECT DOES NOT E~5
Existing Pervious Surface 69.2 ACRES ' INCL INCLUDE IMPACTS TO WETLAND AREAS. Erosion & Sediment Control Plans

cmu
CONSTRUCTION SEQUENCE ~O m
~ c~~ myQ
CONSTRUCTION OPERATIONS: «Em I ' Nca
1. OBTAIN ALL REQUIRED PERMITS FROM LOCAL, STATE, AND FEDERAL OFFICIALS. Gl 'j IA 'i DOS a c
CONTRACTOR TO VERIFY THAT ALL ENCROACHMENT AGREEMENTS AND RIGHT-OF PUBLIC ACCESS EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. ; ,y w ~ m
CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES THE CERTIFICATE OF PLAN APPROVAL PROVIDED SICF FENCE ~ a 4'MIN.- - I ® _ _ _ II ~ J n , i I m
BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL, HEALTH, AND NATURAL RESOURCES, , f I ,
ii r , i ~ - _i
2. CONTACT ULOCCINORTH CAROLINA ONE CALL CENTER (1-800-632-4949) PRIOR TO ~ ~ I _ I I r_ ~ 'i _ f T
CONSTRUCTION FOR LOCATION OF ALL UTILITIES IN PROJECT AREA, AND FOLLOW ULOCO PROCEDURES f' if
THROUGHOUT CONSTRUCTION ACTIVITIES.
3. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL PRIOR TO BEGINNING PROJECT AND CALL THE TOP OF SILT FENCE I , I ~ C ~ -.I Y i MUST BE AT LEAST 1' t~ W I r I i 1 t
LANDSCAPE ARCHITECT FOR REVIEW. ABOVE THE TOP OF 1- ~ ~ I I ~ THE WASHED STONE j_I r ~ F i C it ~ ,
4 ~ II Ea.'- I ..i i -
4. INSTALL ALL TEMPORARY EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS AND SPECIFICATIONS ~ i
IN THE EROSION CONTROL GUIDE. TEMPORARY DEVICES INCLUDE SILT FENCES, INLET PROTECTION, ROCK FRONT VIEW I - ~~i rr V ,
CHECK DAMS AND CONSTRUCTION ENTRANCE PADS/ACCESS AREAS. BURY WIRE FENCE, ~I FILTERFABRJC,
5. HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT FOR ON-SITE INSPECTION AND ` AND HARDWARE i STEEL FENCE POST ~ -?i STEEL FENCE CLOTH IN TRENCH
VERIFICATION OF TEMPORARY EROSION CONTROL DEVICES. CHECK EROSION CONTROL DEVICES AFTER HEAVY WIRE FENCE ~ I POST ~ ~ ~
RAIN EVENTS THROUGHOUT THE PROJECT TIMEFRAME. MAKE NECESSARY REPAIRS TO STABILIZE AREAS WHICH SET MAX 2' HARDWARE CLOTH ~ APART
HAVE BEEN DAMAGED OR HAVE FAILED. MIN. 18"INTO soup 5850 Fayetteville Rd.
FILTER OF k57'~ GROUND
6. CONDUCT CLEARING ACTIVITIES. CLEAR TREES THAT HAVE BEEN FLAGGED BY LANDSCAPE ARCHITECT WASHED STONE SUIt2 211
FOR REMOVAL - DO NOT REMOVE ANY ADDITIONAL TREES WITHOUT PRIOR CONSENT OF LANDSCAPE ARCHITECT. CLEAR UNDERSTORY (ALL VEGETATION SMALLER THAN 6" DBH) FOR A DISTANCE OF 8' ON BOTH SIDES OF TRAIL ° s'FILTERFaBRIC Durham, NC 27713 oN GROUND NOTES: p. 919 484-8448
CENTERLINE (FOR A TOTAL WIDTH OF 16'). EXCEPTION SHALL BE MADE FOR DOGWOOD TREES (CORNUS FLORIDA), 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS
WHICH SHALL NOT BE REMOVED UNLESS DIRECTED BY LANDSCAPE ARCHITECT. covERED. f, 919 484.3003 ~ 2. REPLACE STONE AS NEEDED TO ENSURE
_ DEWATERING. WWW.gt'[e-mail]
7. COMPLETE GRUBBING AND ROUGH GRADING OPERATIONS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, ,I BURY WIRE FENCE AND HARDWARE CLOTH " BURY 6" OF UPPER EDGE OF ~ _
AND AS FIELD DETERMINED BY LANDSCAPE ARCHITECT. ~ FILTER FABRIC IN TRENCH
8. INSTALL BOARDWALKS ACCORDING TO SHOP DRAWINGS AND SPECIFICATIONS WHICH HAVE BEEN APPROVED [1 I,
BY LANDSCAPE ARCHITECT. SECTION VIEW s'° ~ ,I a:~ `
9. COMPLETE FINE GRADING OPERATIONS. HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT
TO VERIFY LONGITUDINAL AND CROSS SLOPES, DEPTH OF FINISHED GRADE AND FABRIC PLACEMENT PRIOR 2 STONE OUTLET DETAIL ,
TO NEXT OPERATION.
10. LAY GEOTEXTILE FABRIC AND COMPLETE STONE AND TRAIL SURFACE CONSTRUCITON OPERATIONS. CONTACT ED-01 Not to Scale
LANDSCAPE ARCHITEC TTO REVIEW FINAL GRADE OF TRAIL SURFACE AND TO CERTIFY THAT TRAIL SURFACE IS 100%
CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS. "DRESS OUT" TRAIL EDGES TO A UNIFORM GRADE, FREE CONSTRUCTION
OF CONSTRUCTION DEBRIS, USING LIGHT WEIGHT RUBBER TIRE VEHICLES ONLY. REPAIR ANY DAMAGE TO TRAIL DOCUMENTS
SURFACE CAUSED BY CONSTRUCTION MACHINERY (SEE SPECIFICATIONS).
11. INSTALL PAVEMENT STRIPINGS, SIGNAGE, SAFETY REAIL AND LANDSCAPE PLANTINGS PER PLANS AND SPECIFICATIONS.
12. INSTALL ALL PERMANENT EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS AND SPECIFICATIONS, AND
IN THE EROSION CONTROL GUIDE. PERMANENT EROSION CONTROL DEVICES INCLUDE RIP-RAP APRONS AND EROSION ~ DEwATERINC coNCRETE BLOCK 8'-0" MAXIMUM _ I _ _ _X
CONTROL MATTING. PERMANENTLY SEED ALONG THE ENTIRE LENGTH OF TRAIL AS WELL AS OTHER AREAS DISTURBED _ P' _ I~
BY TRAIL CONSTRUCTION. - - _ _ - ~I~ I I ~ ~I . I ( ~ I 1
13. REMOVE ALL SILT FENCES TEMPORARY STREAM CROSSINGS, CONSTRUCTION ENTRANCE PADS, AND ROCK ~ ~ - - ~ 'i ~-r >,I 1
' CHECKDAMS ONCE SITE IS STABLE AND HAS BEEN APPROVED BY LANDSCAPE ARCHITECT. PERMANENTLY SEED ~ ~ SILT FENCE FABRIC INSTAL ~ED T _
~ - _ ALL RESULTING BARE AREAS. REPLACE WITH CLEAN FILL, AND SEED AREA PER SPECIFICATIONS. MINIMUM 10 GAUGE LINE WIRES ~ SECOND WIRE FROM TOP i ~ ~ \r MINIMUM 12-112 GAUGE INTERMEDIATE ` ~ WIRES , I r i ~ . ,
CONSTRUCTION SPECIFICATIONS ~ ~ ~
14. CONTACT LANDSCAPE ARCHITECT FOR INSPECTTON OF PERMANENT SEEDING OPERATIONS. SHOULD HEAVY 1.LAVONESLOCKONEacHSIDEOFTHESTRUCruRE ( - - I I. `'ti .~J u GRADE _ o
RAINS WASH SOIL OR WHEAT STRAW ONTO TRAIL BEFORE GRASS HAS STABILIZED TRAIL EDGES,SUCH SOIL AND STRAW oNITSSIDEINTHEBOTfoMROwTOALLOwFOOL - DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED i ~~II III II ~~IP Ill II~II 3Ir-Ilfl IIL=~~~~II iC irk U
SHALL BE SWEPT FROM THE TRAIL AND RESULTING BARE AREAS SEEDED. SHOULD RAINS CAUSE EROSION AT TRAIL aTLEasTZINCHESBELOwTHECRESTOFTHESroRM ~ r' ?J" r n
EDGES BEFORE GRASS IS ESTABLISHED THESE AREAS SHALL BE RE-FILLED SEEDED AND COVERED WITH EROSION DRAIN. PLacErHEBOrroMROwOFBLOCKSacawsT _ _ _ > > THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT CONTROL MATTING PER SPECIFICATIONS. AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. _ ~ ~kc ~ J i-
IF NEEDED, GIVE LATERAL SUPPORTTO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH FRONT VIEW 'ly
15. CLEAN UP DEBRIS, TRASH, AND UNUSED MATERIALS FROM ALL CONSTRUCTION OPERAIONS. SWEEP AND CLEAN BLOCI<oPENINGS. ' _ _
ALL DEBRIS AND MUD FROM TRAIL AND ROADWAY SURFACES AND LEAVE PROJECT AREA IN A NEAT, ORDERLY, AND z. cAREFULLYFITHARDwARECIOTH oRCOMPaRaBLE 2:1 sLOPE, cRavELFILTER STEEL POST
FINISHED MANNER. WIRE MESH WITH1121NCHOPENINGSOVERALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. NOTE: ~ .WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES I ~~~r ~-SILT FENCE FABRIC NOT EXCEED 114 ACRE AND NEVER IN AREAS OF ~ Illli r'
16. COMPLETE FINAL PUNCH LIST, AS PREPARED BY LANDSCAPE ARCHITECT, AND CALL FOR FINAL INSPECTTON. 3.usECLEANGRAVEL,3r4TOV21NCHiN wlRESCREEN DIAMETER, PLACED 2 INCHES BELOW THE TOP OFTHE BLOCK ON A 2:1 SLOPE OR FLATTER AND TEMPORARY SEDIMENT CONCENTRATED FLOW. ® I,'I;q -FILL SLOPE
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED POOL- - DEWATERING N®TE; In the event that continuous construction operations are suspended due to weather for more STONE IS RECOMMENDED. 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO Mf ~ ill I~ ~ PROVIDE STORAGE VOLUME FOR THE NEXT RAIN ANU V' / i I~ 1~ .
1.__ than 15 calendar days, contractor shall immediately seed and stabilize all disturbed areas with a temporary ~ I, TO REMOVE PRESSURE ON THE SILT FENCE, d i~il j~
I cover to revent erosion. All slo es shall be ermanentl stabilized within 15 calendar da s. - - r p p p y Y 1 MwIMUM MAINTENANCE: INSPECTINLETPROTECTIONAND ' i~IN II ~~GRAOE ~ ~ ~
REMOVESEDIMENTAFTEREACH 2'MAXIMUM _ _ _ ___j rrr i, i~t ~ 6"MINIMUM COVER OVER SKIRT `
EEDINGSCHEDULE _ RAINEVENr.GRAVELSHOULDBE _ TEMPORARY S_ I PERMANENT SEEDING SCHEDULE REPLacEDANDREPAIRSMaDEASNEEDED. ~,i' SHOULDERS, SIDE DITCHES SLOPES (MAX 3:1t I SHOUTAER$SIDE DITCHES, SLOPES (MAX 311 ~ - ~ , . ~r
! , i DA7E__.,_„_ , TYPE PLANTING RATE_ I ! DATE ___.____TYPE_____,__ _PLANTING_RATE ~ ' i ~ANCHORSKIRTASDIRECTED BY ENGINEER` (1Ii01
I I SEDIMENT
Jan. 1-May 1 Rye (grain) AND 1201bslacre ~ Aug. 25 -Sept. 15 Tall fescue AND 80 Ibslacre Kobe 501bs/acre edcea les edeza AND S p 201bslacre SIDE VIEW
I Kobelespedeza 101bslacre May 1-Aug. 15 German millet 40 Ibs/acre I
Feb. 16 -March 21 Tall fescue AND 80 Ibslacre
Aug. 15 - Dea 30 Rye (grain) 120 Ibslacre ' Sericea lespetleza AND 20 Ibslacre I I Kobelespedeza 101bslacre 1 SILT FENCE DETAIL ~
I FERTIUZATIONSCHEDULE ~ 3 TEMPORARY DROP INLET PROTECTION ~ ~ - - ED-01 Not to Scale
Fertilizer 10-1o-1oat75olbslacre , FERTILIZATION SCHEDULE ED-01 NOttOSCale (1,000IbslacreAug.15-Dec. 30}
' ~I Fertilizer 10-10.10 at 1,000 Ibslacre
Lime Ground agricultural limestone at2,0001bslacre I i Lime Ground agricultural limestone at4,0001bslacre I
MULCH II MULCH
Apply 4,000 Ibslacre grain straw or equivalent cover of another I Apply 4,000 Ibslacre grain straw or equivalent cover of another
suitable mulch. Anchor straw by tacking with emulsified asphalt ' ~ suitable mulch. Anchor straw by tacking with emulsified asphalt (at a rate of 10 gallons per 1,000 square feet or 0.10 gallons (at a rate of 10 gallons per 1,000 square feet or 0.10 gallons
per square yard), netting, or roving or by crimping with a mulch I ~ per square yard), netting, or roving or by crimping with a mulch anchoring tool. ! anchoring tool s® P~
I I - _ _ I' - - - _ _ y,
_ SEEDBED PREPARATION
EROSION CONTROL NARRATIVE
1. CHISEL ANY COMPACTED AREAS AND SPREAD EXISTING STOCK PILED I
TOPSOIL IN AREAS SPECIFIED AS LAWN. , I, Protect Description: The Research Triangle Park (RTP) Pedestrian Trails Phase 14-16 is divided into three phases. Phase 14 bey ease 14 begins at the entrance to RTP businesses and extends roughly 877 linear feet on the north side of ~
2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8"
Klt Creek Road between Davis Drive and Louis Ste hens Drive to the entrance to Cisco S stems; Phase 15 Is a roxlmatel 1,1 E P Y pP Y (AREAS TO RECEIVE GRASS NAVE NO LESS THAN 8 SOIL D PTH , imately 1,100 linear feet located on the south side of Kit Creek Road between Louis Stephens Drive and
~ to h Davis Drive, continuing onto private propert for 3,311 linear feet, and extendln 3,463 linear feet on the east side of Louis S p Y g .ouis Stephens Drive between Kit Creek Road and Little Drive; Phase 16 is 3,017 linear feet located along V)
3. REMOVE ALL LOOSE ROCK, RocKS, AND oTHER oBSTRUCITONS LEAVING , the north side of Little Drive from Louis Ste hens Drive and terminatin at I-540. The ro osed trails will be 8 feet wide in NCDO~ e in NCDOT right-of-way and 12 feet wide in all other areas. The trail surface will be asphalt cement, Grade
E R ONABLY SMOOTH AND UNIFORM. p g p p SURFAC ES AC-20.
~ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFRMLY AS
PER SPECIFICATION AND MIX WELL WITH SOIL. I
Existin Pro~ect Area: 88 acres +l- I g 1
it 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, RESONABLY IL
UNIFORM SEEDBED IS PREPARED TO A 6"DEPTH. II
Disturbed Area: 4.7 acres +l-
6. SEED AT RATE SPECIFIED. ACHIEVE AND MAINTAIN MINIMUM 90°/D III COVERAGE PRIOR TO FINAL ACCEPTANCE. ,
Site Descri tion: Ma orit of ro ect site Is aloe roadwa withln NCDOT ROW withln RTP and drams to exlstin check dams anc P J Y P J g Y ~ 9 k dams and rip-rap lined swales. Trail proposed within private property is along a recently constructed 'I
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN
divider berm that serves as a stormwater measure between wetlands to the north and the dam and spillway to the south. Exlstm~ I' THOROUGH WATERING OF GRASSED AREAS IMMEDIATELY UPON i Ith. Existing vegetation consists ofwell-maintained grassed areas. Surrounding land use includes research I,
INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. application campuses and corporate office space. I
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD ! SOIIS: Chewacla, Creedmoor Sandy Loam 2-6% eroded Date Issued: 12121109
BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL Scale AS NOTED i
LIME FERTILIZER AND SEEDING RATES. Drawn by: BLM 'I
' ~ Erosion Control Measures: Erosion control measures on the site include silt fencin with silt fence outlets around the erimeter of i 9 P perimeter of the ro~ect, dro Inlet rotection alon all storm drains, and diffuse flow to the creek buffer near - - - - P J p P g Checked by: CAF
9. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE the ro osed edestrian brill e. Alon the divider berm silt fencin with silt fence outlets will be installed alon both sides of the sides of the disturbed area for increased protection. All measures will stay in place until site has established
I nG I olnmlc pRInR Tn n1nml~R~c clnlal nrr~pTnnlrG p p p g g ~ g g
v v v v wv~ vegetative growth to prevent erosion. Upon removal of these devices, remains9 disturbed areas shall be seeded and mulched mulched per the seeding schedule.
~ 10. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE
I DRAWINGS, THE WRITTEN SPECIFICATIONS SHALL PREVAIL.
I EL.j
Erosion & Sediment
Control Details

- - r
j a, c y
~ cap
5 ® I' t N ~ ~ ~ ~ i °'m~
CROSSWALK SIGNAGE (TYP.) LLD-07~ c II, Rm¢ i
INSTALL ON BOTH SIDES ' ~ Nca
I-j' ~ a~~~ i ~W~
OF STREET PER MUTCD ii U I ~ ~
STANDARDS. T m
i j '
'I O EXISTING NCDOT-APPROVED TRAIL -
~I OQ.
Q-
i V
V
PROPOSED PEDESTRIAN CROSSWALK
I
~ ~
S~ p BEGIN TRAIL STATIONING 5850 Fayetteville Rd. ~
Suite 211 j
Durham, NC 27713
p. 919 484-8448
k/T r, ~ f. 919 484-3003
~RF
FK/~OgO - CROSSWALK S!GNAGE (TYP.) LLD 07` rr www.greenways.com
INSTALL ON BOTH SIDES v.Iv
i '
OF STREET PER MUTCD ' 1 ' n k
STANDARDS. t . .
rr,, I~ad~
j GE[~EitA~ NOTES: . -
1. THIS DRAWING W/~:i PREPARED FROM INFORMATION SUPPLIED BY_THE RESEARCH
100%
TRIANGLE FOUNDA'i IO,N, DURHAM COUNTY, WAKE COUNTY, MULKEY EN~iNEERS, AND , - CONSTRUCTION
MCKIM AND CREED ~~JGINEERS. ~ DOCUMENTS
2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT' TG? v
ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY - _ ~ F
DISCREPANCIE BETWEEN THE DRAWING AND ACTUAL ONSITE CONDITIONS. ~ ~ , ~ ,
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. CALL
~ - LIMIT OF DISTURBANCE, 8' FROM EDGE`OF TRAIL (TYP:) ~;y, ~ ,
THE NORTH,~AROLINA ONE CALL CENTER (811 OR 1-800-632-4J49) OR VISIT 1_,~ ht+.o://www2~.ncocc.org/ncocc/default.htm AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF , ® ~ ~~,180 LINEAR FEET OF TOTAL TRAIL CLEARED TO A UVIDTH OF 16
,130,880 TOTAL SQUARE FEET DISTURBEf!
~ONSTRI'JCTION ACTIVITIES. QQ ~.Q~,\ 3.00 ACRES DISTURBED
- - -
4. CON~RACTOR'TO NOTIFY SURFlOUNDINGPROPERTY OWNERS PRIOR TO TRAIL QQ ~
i~
CONSTRUCTION TO LOCATE EXISTING° IRRIGATION AND ENTRANCE FEATURES. ~ ~ ~ 5. rONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH THE ~O oo,
~ ~ ~ ~
LlXNDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ~ ,`p of 50. ~ 50~~° ~ o TRAIL SECTION ~ATDRAINAGE~ DITCH` ~
;'6. ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL BE %,DJUSTED TO =V V~v ~i ~~Q~` MATCH FINISHED GRADE. ~Z ~Q~; 1~ Q~ ~ ~ LD-01 %
- ~
°o ~ - - - CENTERLINE OF EXISTING DRAIN~IGE ~
<v ~ ~ ~
h°~ DITCH. DRAINAGE DITCH TO REMAI~~ ~
WETLAND DOTE: tV~' ~"o' ~ WETLAND AREAS SHOWN REPRESENT PRE-EXISTING cuRVeoaTa--~ ~ UNDISTURBED ~ ~
® ~ ~
E DATA ~ ~ \
CONDITIONS PRIOR TO CONSTRUCTION OF RTP LAKE ~ ~q' ~ ' 2°-0" PAVED SHOULDER ALO G KIT CREEK
~=12.51 ~ \ ,
W-5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER r=°s'31537~ 5'3.537° ~ ~ ~ RD. PER ENGINEER S DRAWL GS ~
0'6.268" ~ ~ ~0~°V ~ ~
BERM WERE PREVIOUSLY PERMITTED FOR THE LAKE R='s°s~;sss° TIE TRAIL INTO SIDEe~lALK AT ENTRANCE $'1.986" ~ \ \ \ \
W-5 PROJECT. THE PROPOSED PROJECT DOES NOT 0 ~0°0 ~ A~~ ~ 3__~ 4~
INCLUDE IMPACTS TO WETLAND AREAS.
\ LD-07 8 WIDE ASPHALT TRAIL ~
~ ~ ~ ~ ~ ~
LIMIT OF DISTURBANCE
8 FROM EDGE OF TRAIL (TYP.)
~ ,
\ o~ ~ b y \
~ ~5 ~
` ~o° ~ ~ ,~0 ~ ~
~w
\ ~ ~ ~
0 \ \ P
~ ~ i>. ~i ~ ~
i ~a,oEaJ a,~oErRA<<rvP, aES~EO _ ,Ex,~ ~o.~~ _ .,_~EE~A~o PROPOSED TRAIL TO FOLLOW ALIG +rn g SEE PLAN - i ~ ~ ~
?W ALIGNMENT SHOWN FROM
! APPROXIMATELY STATION 6+49.0 _ - 3,~ "s'~' a.~E A ~ - . - CONTRACTOR TO STAKE TRAIL ALIGN = rrPE~.~ASP~A~rM~x ' BY LANDSCAPE ARCHITECT PRIOR T ,~lr~ FaaR~~,~~srA«PERSPE~s i 6+49.00 TO STATI`ON'~~~8+0.15. , ~ , , °o~~ ~ ~o \ ~ ~
_ALIGNMENT FORAPPR01lAL ~ 4,~
CONCRETE
RIOR TO CONSTRUCTION OF , LD_02
E `s A~~RE~ArEOASE~o~RSE - TRAIL. ORIGINAL ALIGNMENT IS SHO A ooo~ E ,WALLS F0~ ~ IS SHOWN FOR REFERENCE A ~ ~R;
A COMPHCTED SUBGRA~E A~ \ ~ i BOTW,~ENDS OF
C , ~ ~ ;
J 6 ~ A'~ PROP~SED PIPS
Nom PIP 1. Tail section iypcal fiom s~alion 2+5p.DD io ]50.00. PI PL SECTION AT KIT CREEK RD. _ ~ ~ ~ ~ - ~ Date issued 12I22ro9 ~ , - ~ ; ~ Scale _ 1" 50~
2COnlrac(w isresponslble for 2esladlsM1ing all slopes LD-01~ , 6, ~ ,
dlsNrbed by consLUCtion. ~ ~ ~ ~ ~ ~ Drawn by. BLM ~
- n Checked by CAF
~,.n~ _
TRAIL SECTION AT KIT CREEK RD., STATION 2+50.00 TO 7+50.00 PROPOSED 18° RCP TO E ZCP TO ENSURE POSITIVE DRAINAGE -1,2,3
1 Lp~ Not to Scale L-02
I BENEATH TRAIL
\ (SEE SHEET L-6 FOF
v. L-6 FOR ADDITIONAL INFORMATION) Trail Layout
- - - - - - CUF~V-E DATA
MATCHLINE SEE SHEET L-2 ATC U E E SHEET L-2

T MATCHLINE SEE SHEET L-4 _ _ _ _ _ _ _ MATCHLINE HLINESEE SHEET L-1 o° ,
- - - - ~o ~ - _ ~
'r MATCH~INE SEE SHEET L-2 ~ MATCHLINE HLINE SEE SHEET L-Z ~ ~ ~ '=~d~ ~~Q,, ~o~
EXI GEPIERAL'NOTES: EXISTING RIP RAP: TO BE MODIFIED AS - ~ uRVE BATA a ~r ~y~
PART OF DITCH RESHAPING TO ~ ~ N
, =74:08: a'~~
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY ACCOMMODATE NEW RCP o ' T-~ 1.033° ~ I ~w
~ L =-1 ~ ~~875 ~ ~ ~ Q d
THE RESEARCH TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE PROPOSED ROAD DITCH TO BE RECO COUNTY, DRAINAGE AND TO ALLOW A MINIMUM 1 MULKEY ENGINEERS, AND MCKIM AND CREED ENGINEERS. FROM TRAVEL LANE (WHITE E RECONFIGURED TO PROMOTE POSITIVE ~ o° ~ ~ ~ ~ I ~R - 6 5.345 ~ ~ ~ ~ m
JIMUM 14'-~" DISTANCE TO BE MAINTAINED % h~ ~
~ ~
(WHITE STRIPE) TO NEAREST TRAIL .EDGE. ~ SQL
~ o~
2.'SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY oo 3
i LANDSCAPE ARCHITECT TO ENSURE ACCURACY. THE LANDSCAPE 8' WIDE ASPHALT TRAIL -
LD-0 _ - - ~ -
~ ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY DISCREPANCIES - " CURVE-DATA 0~ Q~ ~ ~ 0 I
BETWEEN THE DRAWINGAND ACTUAL ONSITE CONDITIONS. USE EXISTING L'I~€P~ 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO _ _ - - -L-@~Al ION SHOWN IS ~RE~4R~i~0AD BED FOR PAVED TRAIL. Q~ ~
~
SOWN IS APPROXIMATE. CONTRACTOR TO_ T =°2 3 s716 ~ ~ o. a ~ \ i Z
CONTRUCTION:`CALL THE NORTH CAROLINA ONE CALL CENTER (811 L-47,714 ~ ~ VERIFY LOCATION IN FIELD. R=2o~11.71s° ~~o ~ ~
o
OR 1-800..-632-4949) OR VISIT http://www2.ncocc.org/ncocc/default.htm AT TAPER TAPER TRAIL WLDTH_FROM 8' WIDE T012' - - - - I,® ~,o° ; ~ 5850 Fayetteville Rd.
LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION I
~ Suite 211 WIDE ALONG SERVICE ROAD BED ~ cuRVE DATA-~ o
ACTIVITIES. , ( Durham, NC 27713
D = 76.48 ~ ~ i ` ~ ~ i p. 919 484.8448
4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS i ~ CURVEDATA~ T - 8 3.234 ~ ~ f. 919 484.3003
PRIOR TO TRAIL CONSTRUCTION TO LOCATE EXISTING IRRIGATIO~v CURVE DATA ~ CURVE DATA - ~ L =11'6.47" j" ~ ~ , ~ R - 6'2.921 ° ~ ~ ~ G`~ ~ www,greenways.com
AND ENTRANCE FEP,T!1RES. D=32.17 'i D =15.85
5. CONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR J ~ EXISTING STORMWATER RL 178 ~i i D= 2,6.5722 T = 34,5378 ~ 7~ ~ ~ ~
~ L = 52.9529 L - 68.8665 ~ '
REVIEW WITH THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING i _ R = 361.4320 ~ S ~ t]~/, 0 ~ R = 254.6913 0 0
CONSTRUCTION. - - ~ - ~ ` 2
6. ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL BE ~ FACILITY - _ ~ , - ~ . ,
ADJUSTED TO MATCH FINISHED GRADE. ~ ~ ~ rn ~ ~ ~ ~ ~ ~d''A~ 100%
a 1 ~ ~ ~
o ~ o ~ W N ; : , CONSTRUCTfON
CURVE DATA ' o 0
~ ° ti c, ~ \ ~ ~ w W \r o DOCUMENTS
D=21.79 So -
T = 124.4641 oo "
M N L = 232 4968 ~ i ' o ."I: p r ' - ~ ~ '0~~ ,
J R = 262 9609 8~ i CURVE DATA ~ °
~ / ',p~
-
W D -16.26 ~ ~ T =106.7705 - _
L = 207.3409 /
R = 352.2893/ 'J '
W ~~j NO DISTUR~,~NCE,:LONG SERVICE ROAD FOR 2,713 ~F _ ~ ~
_ _ _ -
i CA ~9/ ,
Z , \ ~ by o0 ~ ~ _ EXISTING 30' CREEK ~ ~ ® ~
~ ~ AND SANITARY SEWER ~ ~

EASEMENT
;i' EXISTi.G NIANHQLE t~ .
j , ~ , T4 NIAI N ~ ~
~ ~ ~ 12' WIDE MULTI-USE TRAIL ; ABANDONED
LD-01
i~ I cuRVe onTa - ` ON (E) PREPARED ROAD MANHOLE (TYP.)
i ~ BED , ~ ~ ~O.qO CUR)FE DATA . - ~ / I
, ABANDONED ~ ~
T D74 4252 ICURVE DATA ;
L = 136.6095 I i ~p ~ D =,16:15 ~ ~ SEWER~LINES
I i ~ R = 138.6521 i ~ D = 17.81 ! t 71.6131- '
T = 25.4341 ~s~Op ' ~ R = 334 6725
i L = 50.7625
' - - _ ~ R. = 321.6546 / i = 20 2~
CURVE DATA ' s c' Q__ \ - - , c, - Po , a
i , _ -
D = 39.53 ? $ o o ~ ~ w ro - N/ ~ `ro ® ~
T = 32.0996 ~ 2 a ..oo cn ~,~"o~ _ w-----"tea.' - ~ k i moo, ~ ~ - _ _ , ,
L = 63.1794 ~ ~ s ~ off,,.. q / I~ o ~ ,y:, R = 144.9435 [ ~ ; SA ' s-o ~o° - c~ o - _ ~ ~
~ ~ '~O D o~{ I °o°' , ' o - ~ CURVEDATA t~ 4~ ~
CURVE DATA CURVE DATA ~ 2S ~ % I
~
~k 6 ~ !;4p ~ D=21.78
D=31.98 D=33.44 ~ ~~0.. r ~ T=82.7861
. T=26.8305 T=28.7484 ~ ~ L=160.4119 C3
CURVE DATA L = 53.2652 L = 56 9664 ; / - j - % , -"rI R = 263.1218 j R = 179.1827 R = 171.365' x'.26 ~ ~ , ~ - I
D=21.75 - 5000/,.-_ ~
- T =44.7093 . ~ ,
L = 88.5743 _ . 1,>' i CURVE DATA
R=zss.ssss - EXISTING MANHOLE
N m ~ boo LAKE - ~ i
w D 29.37 T ~ N O REMA ;
\ ~ ~ ~=ss:szsi NOTE:EXISTING GRAVEL ROAD L ROAD TO BE PAVED FOR ~
1 `fl o ~ - - o ,3o W o ~ R = 195.1095
TRAIL. NO DISTURBANCE OF N ~2~ o ~ , ~ ~ cuRVe onrn NATIVE VEGETATION. ~E OF NATIVE SOIL OR ~ i
~o D = 64.87
`o ~ T T = 74.3142 L =123.5592 oT
oo G°-o~ R = 88.3224
~oo --CURVE DATA WETLAND AREAS SHOW E T PEE-~EXISTLNG ` ~ Date Issued: 12!22!09
COITIOS'PRIO TO C STRTI OF RTP LAKE ' ;Scale 1" 50'
_ _ _
-1 CURVE DATA D = 51.48 _ W-5. WETLAND IMPACTS I AREA F EXISTING DIVIDER - 'Drawn by: BLM
T = 20.6227 Checked by CAF
FRM WF_ RE PREVIn1;1S1 Y PEITTF[~ F(~R THE SAKE ~ _ _
U_3/16
R =111.2866 T -109.5043 W-5 PROJECT. THE PROPOSED PROJECT DOES NOT
L =139.4235
R = 74.6695 INCLUDE IMPACTS TO WETLAND AREAS.
2EXISTING MANHOLES
Trail Layout
TO REMAIN

- _

MATCHLINE SEE SHEET L-3 - - - _ _ ATCLI SEE SHEET L-3
MATCHLINE SEE SHEET L-4 cuRVE~ATA ATCHLI SEE SHEET L-4 ~ ~ ~=~yY
® _~o~ i amr
? j 12' WIDE MULTI-USE TRAIL - -LD-01; ~ 10dQ D _ 26.65 ~ CURVE DATA I W d o
T 19.273
EXISTING MANHOLE - I cuRVeonTa ~ CURVE DATA L = 38.44501, ~ ~ ~ . ~ W
R=215.0135 D=21.75 ~ ~ i j
TO REMAIN o=s~.a2 T = 44,7093 I m
EXISTING ROAD - - I r=satsso D = 25.52. ~ C E DATA CURVE DATA L = 88,5743 T = 32.1336 I
L = 73.4003 L = 63.8336 R = 263.3966
~ R = 84.9789 \ R = 224,4937 ~ D =129.98 D = 27.84 ® '
w T = 37.3599 ~ T = 47.8600 ~ ~
~ \ ~ ~ ~ .--~ww ~ L = 61.9827 L _94.0486
_ 1 ~ R = 44.0804 R - 205.8145
i CURVE DATA j, .o
~ EXISTING MANHOLE - ~~<< ~s~
so gg s~ ~ / SO A ~ ~ ~dfl0~ / ~
TO REMA! ~3 r ~sa ssoa / L=66.4119 ~ ~ CURVE DATA - ~ i~:
PROPOSED 80' LONG, STEEL - - - R = ss.oooE _ ~ , I ~ u~ , ~ W /u~
,~W ~ may, ti ~ p, ~ o , i ~ ,rJ~ ~ - ~
PEDESTRIAN TRUSS BRIDGE (SEE ENGINEER'S DRAWINGS) 36~~00.0~0 36 ~ -~~00 ~ 84 pT ~l ;,t D =14.47 ! ~ Uc?' ~ ~ ~ _ o W f ;
_ 3g ,10&., ~6 - 48~ ~ 1 T = 33.3333 / ` , p~ ;v~l o `y - ~ °o
EXISTING 30' CREEK AND - - ~ -I - Imo I L - 66.5098 CURVE DATA ' ` ` p - 'c~~ ,____`o-- ~ ~ ~ ~o0 5850 Fayetteville Rd. ~ 50..00 R = 396.0202 ~ w p~ ~ o; o ~ - , I ~ Suite 211
SANITARY SEWER EASEMENT TRAIL WIDTH TRANSITIONS FROM 12' WIDE TO 8' WIDE - I ss~, f , 3 ~ ~ ~ ~ o ~ ~ VE A ~ Durham, NC 27713
6I _ CUR DAT i D=84.56 ~ CURVEDATA ~ 919484-8448
T = 46.2439 ~ ~ ~ ~ p' 36 ~ L 81.1580 ~ ~ f. 919 484.3003
R = 67J611 ~ ~ ` D = 37.16 www.greenways.com
AFTER BRIDGE CROSSING ~ /'S2sp 25p~, , ~ V ~ D = 48.61 ~ T=109.5043
> T =11.4321 , A oE~,E~I L=1"39.4235 ~ E ?00~ ~ _ O s~v~~ L - 22.7929 R = 74:6695
I ~~ooo R 117.8662
~
_ n
~ LD-01 $ WIDE ASPHALT TRAIL KfT~~"CREEK cuRvE Dana~~- ~ ~ ~ , ~.;,d~~,"`'
~
~ S~ ~0 - - ~0 0 ~ ~ D -184.98 ~
~ _ T =14.6410
LIMIT OF DISTURBANCE, 8' FROM EDGE OF TRAIL TYP. 1 ~o~~A T\ L = 27.3536 ` ~I R = 30.9739 900%
~ 8,180 LINEAR FEETOF TOTAL TRAIL CLEARED TO A WIDTH OF 16' I ~ '~~sBA CURVE DAT~4 ~ ~ ~ ~ CONSTRUCTION
~ ~ ~ T ~ _ ~ ~ ~ DOCUMENTS
130,880 TOTAL SQUARE FEET DISTURBED cuRVeoara 38 r i D = 84.43 ~ _ ; ~
3.00 ACRES DISTURBED. I \ _ i '~T=4.9381
~ VL - 9.8588 ~ ~
~so.oo, R = 67.8622 ~ ~ ~
~
WETLAND ~1 0=22.0 _A ZONE 2 BUFF BR LIMIT
T = 66.3696 ~ ~ _ _
I ~ L = 129.9555 - \ BONE I BUFF
GENERAL NOTES: R=zss.es~z 3sl-oo.oo ~ -,ER LIMI7 ~ ~ \ \ ~ ~ I
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE RESEARCH ~
TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE COUNTY, MULKEY ENGINEERS, AND 1 39\ ~\'~49o T , W ~ ~
MCKIM AND CREED ENGINEERS. ~ 39\-\5°° ~ - \ /'1
2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT ~O ~ - ~ ~ ~
_ ~ _ _ ~ t'7 N
TO ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE _
_ J J
FOR ANY DISCREPANCIES BETWEEN THE DRAWING AND,~+::TUAL ONSITE CONDITIONS. ~ no~~p0~~
- W W
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. i
CALL THE NORTH CAROLINA ONE CALL CENTER (811 OR 1-800-632-4949) OR VISIT p, \ o0 W W
_ _ ~
http://www2.ncocc.org/ncocc/default.htm AT LEAST 48 HOURS PRIOR TO COMMENCEMENT ~ N Q~\~~ ~ (n
OF CONSTRUCTION ACTIVITIES. N ~ W W
4. CONTRACTOR TO NOTIFY SURROUNDING P~OPERTY OWNERS PRIOR TO TRAIL ~ ~ ` \oooa `oo 00 - W W ~
CONSTRUCTION TO LOCATE EXISTING IRRIGA,!1jION AND ENTRANCE FEATURES. ~ pJ a\ Z Z
_JJ
5. CONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH 4'-0" PAVED SHOULDER 2Z
THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ALONG LOUIS STEPHENS DR. cuRVe Data ~~~oo° ~~5°~~ U U ~ 1-~ I--
6. ALL MANHOLE COVER, ~~ETER BOXES, AND CLEANOUTS SHALL BE ADJUSTED TO PER ENGfNEER'S DRAWINGS o=a.aa
p1\ ~Q 1- ~ ~ qo ~ " ,
MATCH FINISHED GRADE. ~ T=196.9396
R = 1289.0501 ~ • ~ ~ 7. FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO ~ Q VERIFY SITE PLAN COMPLIANCE BE DONE BEFORE A CERTIFICATE OF COMPLIANCE IS ~ ISSUED. BY WAKE COUNTY BUILDING JNSPECTIONS
~2'00~
00 ~
2'S~.
8. DETERIORATED OR DEAD SCREENING SHALL BE REPAIRED OR REPLACED WITHIN
SIX MONTHS /ooh ~ 4
9. NO PERMANENT CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS 35Q
3~~$
b _ 0 jyOp
~V~'PLAND NOTE: ~3
WETLAND AREAS SHOWN REPRESENT PRE-EXISTING MAINTAIN 14'-0"MIN. EDGE OF TRAIL
CONDITIONS PRIOR TO CONSTRUCTION OF RTP LAKE TO EDGE OF TRAVEL LANE. 0~ /pp, _
W=5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER ~3~ g' WIDE ASPHALT TRAIL b~ \
BERM WERE PREVIOUSLY PERMITTED FOR THE LAKE L~ D-p1;! 0~
W-5 PROJECT. THE PROPOSED PROJECT DOES NOT
R~yo R
INCLUDE IMPACTS TO WETLAND AREAS. LIMIT OF DISTURBANCE, - - -
8' FROM EDGE OF TRAIL (TYP.) 0 ~ \ pp~
~ ~~i

\ ~ Datelssued: 12/22!09
~ ~ 0 1"-50' ~ ~ 0 _ _ _
~ i~ Drawn by: BLM
ADDRESS OF PEDESTRIAN B~f~GE: 5208 LOUIS STEPHENS DR. \ CURVE DATA _ - ` ~ Checked by: CAF
~~wnni~ 1'110T1']1l~T. IA/O!1 nnn
~ CVIVIIV\3 UIJ f RlV I . YYJV-~t("'G
\ D=4.44 \0°
PARCEL ID NUMBER: 0736847591 - T 218.9308
L = 433.7229 L~3
R =1289.0501
Trail Layout

o -
~ o N;4TCHLINE SEE SHEET L-3 MATCHLINE SEE SHEET L-3 ~
MA~~HLINE SEE SHEET L-4 MATCHLINE SEES T L-4 I ao d
J- ° -t-- - o J J ~ ~
o° 3 i W~ ti~a
- ~ , ~ LD-01~ 8' WIDE ASPHALT TRAIL ,oo , W LLI ( i ~ a ~ ~ W W ~ ~W=

"o~' - LIMIT OF DISTURBANCE,
c~ cn m
~Q~ 8' FROM EDGE OF TRAIL (TYF.) WW
W W Q
j ~ - 4'-0" PAVED SHOULDER ALONG LOUIS IS j ~ I~~
oo° \ STEPHENS DR. PER ENGINEER'S W W ~ I I
z Z i ~'~i
b~ DRAWINGS J ~ J ! ®i
0 I
% h~ - MAINTAIN 14'-0" MIN. EDGE OF TRAIL TO
o~' o EDGE OF TRAVEL LANE ~ o QQ Z
q ~o~. .
~ ~
b~~; ~O
CURVE DATA - - ya' ~ 5850. Fayetteville Rd.
Suite 211
D-220 ~ 'b ~Q Durham, NC 27713
T = 123.3317 °a~' p. 919 484.8448 ~i
\ L = 246 4790 ab f. 919 484.3003
R = 2602.3416 ~ ~ o q www.greenways.com
.:yam i ~ yo\ ~ o
0 \ 1 ~o° ,
h~~ o F N
\ ~ ° ~~~o l~' ~ 4 { r f ? ~ ~~~iV 1II ~ 1 . ~~~W 1.
h
o .
op - CURVE DATA
1 y~~ o
100%
~ D = 0.70 \~\~~`h~ T=201.3792 CONSTRUCTION
\ •itj. ~ ~ L = 402.6782 DOCUMENTS
h o~ R = 8243.9473
.moo
yo Q
~ y,~ \ \ \ oryQC, ,r 1
~ SS,T
- LIMIT OF DISTURBANCE, 8' FRO EDGE OF TRAIL (TYP.)
F~L ,ham. 8180 LINEAR FEET OF TOTAL TRAIL CLEARED TO A WIDTH OF 16'
S 00 ';130,880 TOTAL SQUARE FEET DISTURBED j
3.00 ACRES DISTURBED ~ ~
0 8,180.LINEAR FEET OF PROPOSED IMPERVIOUS SURFACE
ho' i
yh.' o0
oo. t~
~
~ y6 \ \ o0 ~ ~
~ ~o
~ ~
`~s\ h~ o0
. ~ ~ ~
,ST,N~ ~ tl~ ~
GEN@Eft~iL WOTES: ~ ~ h~~~ °o ~
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE RESEARCH y~~. °o ~ Q)
TRIANGLE FOUNDATION, DUR~~;;?Jf COUNTY, WAKE COUNTY, MULKEY ENGINEERS, AND oo. . CURVE DATA
i ~ ~
I MCKIM.'?ND CREED ENGINEERS. h`b h° °o ~ ° ~ ~
2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSC~.gPE ARCHITECT ~ D=0.00 ~ ~ o T = 457.6446 00 0 ` L = 915.2891
TO ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE r-i~LD LIABLE `ti/ oo• R,=1269043.2651
FOR ANY DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL ONSITE CONDITIONS. ~
h° °o
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. ~ ~ i ~
CALL THE NORTH CAROLINA ONE CALL CENTER (811 OR 1-800-632-4949) OR VISIT °o' ~ ~ ~ ~
~ JJ
http://www2.ncocc.org/ncocc/default.htm AT LEAST 48 HOURS PRIOR TO COMMENCEMENT y~ o° 1-
OF CONSTRUCTION ACTIVITIES.
W W i
4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL ~o° °o _ _
,~.oo~ ~
CONSTFJCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES.
~ 5. CONThACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH \ WW ° o° W W
THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ~
0
6. ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS S HALL BE ADJUSTED TO ~ o°°' Z Z
MATCH. FINISHED GRADE. ° 6~ ~_s ~
~ ~ ~ ~
f7'~.AD 6~IOTE: ~ ,,,,1~ ~
. ~ !dip
WETLAND AREAS SHOWN .REPRESENT PRE-EXIST~i~G ~ ~ w ~ ° ~ ~ °
~ , o•
CONDITIONS PRIOR TO CONSTRUCTION OF RTP LAKE
°
W-5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER ~ o "
BERM WERE PRc_VIOUSLY PERMITTED FOR THE LAKE EXISTING FIRE W-5 PROJECT. l"HE PROPOSED PROJECT DOES NOT 2 EXISTING WATE ini~~ i inF innpnr.-rc -rn ~niF-ri onin nRFn~ ~.,,~T,.,...~,,.~~ ~ J FIRE HYDRANT TO REMAIN ~ 'O Da_te issued: ~2i2~io9- ~ \ ~ \ , Scale 1„ = gp'
WATER VALVES TO REM,11N - cuRVEDaTA - Drawn by: BLM
EXISTING TREELINE _ - - -
r innn®nvennn-rc a nrnTOnwi~ D=2.61 ~ ~o - Checkedby_ CAF
n dv`vv~ Nevis / \V 1 V 1 V v v i- 1 \V 0 11 if-d 1%0 E:AlO I IIVV IUIf-i NnULC 1P11"I-R' C 1P11'rrwA IIVI/-1 i L:~ Lv%at-X i iviv~ \ T=67.7205
'E FEATURE AND HEADWALL L =135.3979 CURVE DATAR = 2191.7027
EXISTING DRAINAGE FEAT
\ D =16.47
L~4
T = 30.3574 Trail Layout
L -60:5613
R = 347,8642

- - - -
~ MATCHLINE SEE SHEET L-4 MATCHLI E SEE SHEET L-4
~ ~ ` MATCHLINE SEE SHEET L-5 MATCHLI E SHEET L-5 ' _
~ ~ o° Raw a.`?r
~~Q~ ~ c E RyQ
Ev Nca
a CURVE.DATA ' `O „y~.,~~ I~ ! 'ono Gl 'j N aca
~b~/,/,~ e~ w c R v J u
D=2.61 \ p cp I' m
r-s~.~zos o ti ~ PROPOSED CROSSWALK
I ~=iss:ss~s cuRVE~ara -I COORDINATE MEDIAN FEATURES
R - 2191.7027 ' O U h
li,\ ' ti WITH ADJACENT RTP COMPANY. i
~ r-°so.3sia' ~ ~ EXISTING HEADWALL i
\ R=sa°:ssaz ~y y~o°°~ e~. - -EXISTING DRAINAGE FEATURE TO REMAIN 0~ E I
6 6 ~~1g2 Q'~ i
\ ~ ~ ~ o`bo ¢ ~ , LIMIT OF DI 11T OF DISTURBANCE ~
ROM EDGE OF TRAIL (TYP.) ~
\ cuRVe~aTa- " - EXISTING FIRE HYDRANT 8' FROM E \ (APPROXIMATE LOCATION)
i" PAVED SHOULDER ALONG LOUIS
o=s~.ss j ~ STEPHENS sa:3°sso yo,,~~ ` ~ - ) TRAi~ ~F_CTION DRAWINGS
=PHENS DR. PER ENGINEER'S sBSOFayetteviiieRa.
AWI NGS Suite 211 i Durham, NC 27713
~ es.~sos , ~ ~O LD-01
cuRV~~a,__, ' o\~ , 2 EXISTIN o ;X1:5TING-WATER VALVES TO REMAIN p. 919484.8448 f. 919 484.3003
www.greenways.com
o=~~a.~s. s~F.O \y~ \ EXISTING T = 15.7667 ~ o ~ \ ISTING FIRE HYDRANT TO REMAIN
~ = so.ssoo o 2 EXISTIN o R = 50.3646 .XISTING WATER VALVES TO REMAIN ~
~ ; ~',Q ~H~' _ 1 EXISTING
O XISTING WATER VALVE TO REMAIN `
ISTING TREELINE w
~ ~ ~~o ae e~ -y, -EXISTING ~ ~ h a `CURVE DATA CURVE DATA ~A 6~~ ryry., ~ry ~ ~ ~ ~ _ v \ ~ _
\ `°~'~~yo~ a % D=63.17._..... D=149 q v ~ CURVE DATA ~ ~ ~ ~ ~ 100% L, ~ ? ~
~T = 132.7099 ~x ; ~ T = 29.5691 ~i ~ CONSTRUCTION
L ~ 265.3139 ~o°j~ ~ p/~ L = 57.1674 D = 44.44 ~ ~ ~ i DOCUMENTS
R 39,33.4543 o~ ' ~,..,,~0~ ~ = 90 7026 - ® ~ I, T =19.5508 L = 38.8058 ~ ® ~
` ,
R =128.9170 ~ ®
EXISTING WATER VALVE TO REMAIN i ~ e'~P~ ` ® ~ ` CURVE DATA ~ ~ ,
~~,50~ - ,--CURVE DATA
EXISTING POWER ACCESS ~~a/ a~Q % rs ~
D =1.56
T~RE~A~N TD219487 ~ \,"l~ DO_ p512? T = 32.1895 r ~ w:, ~ ~
L = 43 6247 i ~ ~O~ ^p0~ / T =52..523 ~ ~ L = 64.3773 0 )URVE DATA ~ o ~
\ ~ R = 159.8642. CURVE DATA L = 1042999CURVE DAT ~ ~ ^ ~~d R = 4436.6833 ~ CURVE DATA ~ ~ ~ ~
D=15:02 r D=82.16 I D=1.47 =1.47 r o, ` j~ coo ~ (p
~ T=.21.4505 5~~ ~ I Tr40.4688 40.4688 ' ° ~ ~ ie" P - 0,9347 ~B® , ~ \ \ ~
- _ _ - - - - _ _ L = 42 8559. ,~Q ~ T = 22.0470 L - 42.7072 i L 0.9347 R = 381 5341 g`t~ y~Q ~ a R --69.7367 I R ~~,89$605 LIMIT OF DISTURBANCE, 8' FROM EDGE OF TRAIL (TYP.) - ; ' cuRVe oara ~ ~ - ~ o. Z - 89(6052 c- ~-CURVE DATA
_ , off,. M o Y ~ i a. o
~ o ~ -o
8,180 LINEAR FEET OF TOTAL TRAIL CLEARED TO A WIDTH C`.~= 16' °O i
130,880 TOTAL SQUARE FEET DISTURBED °-54.22 ~ ~p°e d ~ ° ~x~ \ 8 D =1.25. " ~ T = 34.1323 LITTLE IVE ~
T=10.6530. , Nov ~ y3'" ° °o~' ~~i \ ~ = 68.2633 L . i
3.00 ACRES DISTURBED ~ R~= 105.6778. CUR1; DATA- ' ,r~r. f ~ ~ ~ ~ \ CURVE DATA ~ R =.4596.5006 ~ s° I
8,180 LINEAR FEET OF PROPOSED IMPERVIOUS SURFACE ' ~ ~
D = 0.83 ~
,
~ D = 75.30 a T = 34.1058 ~ RAF RAP ~ - ~ ~ ~ .
R = 6889.11 _ _ , ~e~ 3909 ~
~ ~ R - 76.0890. ~ CURVE DATA ~ 3 WiDE ASPHALT TRAIL ~ ~ ~ ~
R~PRAP ~ ~,LD-01~ ~
EXISTING POWER ACCESS TO REMA,LN ~ < - -
EXISTING RIP RAP TO REMAIN AND BE UNDISTURBED ~ I - r ~sszssa R ~ ~
J , L = 68 8981 R=63.3683 F~' RAC' RIP RAP E~~S' ~ ~ V~
~ ~ ~ MAINTAIN 14'-0" MIN. EDGE OF TRAIL TO ~
~
~ ~ EDGE OF TRAVELLANE ~ 0 ~
'
~ 1
!--L-01~ TRAIL SECTION ~
r„ ~
>
i
GENERAL N07'ES: ~ ~ ~ ~
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE RESEARCH WETLAND AREAS SHOWN REPRESENT E-EXISTING
TRIANGLE FOUNDATION, DURHAM COUNTY,. WAKE COUNTY, MULKEY ENGINEERS,
CONDITIONS I TO CONSTRUCTION F TP LAKE
AND MCKIM AND CREED ENGWEERS.
W-5. WETLAND IMPACTS IN AREA OF EXISTING DIVIDER ~
2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT TO BERM WERE IOUSLY PERMITTED FOR THE LAKE
ENSURE ACCURACY. THE LANDSCAPE ARCH[TECT SHALL NOT BE HELD LIABLE FOR ANY ~ W-5 PROJECT. THE PROPOSED PROJECT DOES NOT
DISCREPANCIES BETWEEN THE DRAWINGAND ACTUAL ONSITE CONDITIONS.
INCLUDE IMPACTS TO WETLAND AREAS.
3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. CALL THE
NORTH CAROLINA ONE CALL CENTER (811 OR 1-800-632-4949) OR VISIT
http://www2.ncocc.org/ncocc/default.htm AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF
~ CONSTRUCTION ACTIVITIES. Date Issued: 12/22/09
Scale 1" 50'
4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL Drawn by: BLM _
- - --PROPOSED EXTENSION TO I-540- Checked by: ~AF~--
CONSTRUCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES.
Qv nru~DC _
0. I.VIV I KHI. I UK JI'1HLL I'ItLU J I HY\t I t'IC I.CIV I tKLIIVt Vr I KHIL 1'VK KCV ICVV VVI I h I ht WI vIIIL- Ix
LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.
L~5 ;
6. ALL MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL BE ADJUSTED TO MATCH Trail Layout
FINISHED GRADE. I,

C ~ 7
C~~' ~ ~ ~
k~TCRFFK CALCULATIONS. FOR RTP PIPE SIZWG: air c L
~mQ rEv ~~a
'oho d m
RO,q~ ' - SITE NOTES FOR WATERSHED °'cc ~WR
AVERAGE SLOPE OF WATERSHED DRAINAG ~ WATERSHED DRAINAGE AREA =2.29 ACRES i COEFFICIENT OF RUNOFF ASSUMED=0.95 (C RAINAGE AREA IS EQUAL TO 2.5% ! I~ ~ J
ACRES (A) ~ ~ m
=0.95 (C)
~ (PAVEMENT=0.55 ACRES,. LAWN=1.74 A ~=1.74 ACRES)
~ 7" PER HOUR RAINFALL INTENSITY ASSUME > (BASED ON TIME OF CONCENTRATION ,SSUMED (I)
RATION OF 5 MINUTES AND A 25 YEAR DESIGN STORM)
o PROPOSED PIPE SLOPE TO BE 2%
~
~ % ~ RATIONAL METHOD CALCULATIONS FOR PI ~ Q=CiA ~F I I
5850 Fayetteville Rd.
Suite 211
~d~ ~ Q=(0.95)(7)(2.29)=15.2 CUBIC FEET PER SEC i Q~'~~~ :R SECOND 1~°' PIPE SIZE REQUIRED (MAN IG'S CHART). ~ ournam,NC27713
p. 919 484.8448
` ~ f. 919 484.3003
Q , o Q o www.greenways.com
? ~

~ ? 0; _1 ~ Ate' \
' ~
_ \ ~ l
~ h° i I ,i
` i
I
~ ~ -PROPOSED ROAD DITCH T ~ .5~ ? ~ DRAINAGE AND TO ALLOW t=5'3. ~ ~ ooo, ~ ~ ~ FROM TRAVEL LANE (WHIT L = 10'6.26 ~ ~ ?ITCH TO BE RECONFIGURED TO PROMOTE POSITIVE
ALLOW A MINIMUM 14'-0" DISTANCE TO BE MAINTAINED
(WHITE STRIPE) TO NEAREST TRAIL-EDGE.
R = 38'1.986" ~,~5 ~
PROPOSED 8'-0" WIDE ASPHALT `'1~ \ ~ ~ ~ ~ \ .
PEDESTRIAN TRAIL oo, i
o• ~ ? \
~ \
~ o ~
yo° ~ ~ \
3;, ' ~
LIMITS OF WATERSHED AREA (TYP.) - ? °
(AREA=2.29 ACRES) \ ooo°, ` ~
~ ; Cv
~ ~
~ ~
EXISTING DRAINAGE DITCH ALONG KIT CREEK RD - ooh ~ ~ ~ ~
; 5 ~
~ ~
o ~
\
a~
i o° !
PROPOSED TRAIL TO FOLLOW ALIGNMENT SHOWN FROM 'I
APPROXIMATELY STATION 6+49.00 TO STATION 8+80.15. ~ ~
CONTRACTOR TO STAKE TRAIL ALIGNMENT FOR APPROVAL
BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OF ~ ~ oooo~ ~ \
- TRAIL. ORIGINAL ALIGNMENT IS SHOWN FOR REFERENCE ~ \~6 , ~ ~ ~
` ?

6 ~ ~''P
a ~ O
' 7,.2,5 , oq ~ (2) CONCRETE ENDWALL,> fOR BOTH ENDS o° `i,
t.LD-02 OF PROPOSED PIPE 90
~ \
\
PROPOSED 18" CLASS III RCP TO ENSURE - ~ yo~~; o~° ~
POSITIVE DRAINAGE BENEATH TRAIL \'1~,\'~ ~ \ ~ ~ Q ~
~ ~
CURVE DATA ~ ~ ® ~ \ ~ Date Issued: 12/15109.,,_,.
~ ~ ~ Scale 1° = 50'
~ j = 74.8 ~ ~ ~ Drawn by. BLM-
_ ~ ~ T~~~ .~33 ~ Checked by: GAF
,
0 I Z)~~ \
~p R = 65.5
L,=6
Q~ \ Watershed
No 1 Exhibit

_ _ - i
CONSTRUCTION SEQUENCE I
I ~~d
CONSTRUCTION OPERATIONS: 1. OBTAIN ALL REQUIRED PERMITS FROM LOCAL, STATE, AND FEDERAL OFFICIALS. = N U 'I Raw
CONTRACTOR TO VERIFY THAT ALL ENCROACHMENT AGREEMENTS AND RIGHT-OF PUBLIC a~.c c
I ACCESS EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. j r ~ I ~ I c / CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES THE CERTIFICATE OF PLAN APPROVAL PROVIDED - v t ~ ~ ~ca
~I - BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL, HEALTH, AND NATURAL RESOURCES. m 0
2. CONTACT ULOCC/NORTH CAROLINA ONE CALL CENTER (1-800-632.4949) PRIOR TO a
CONSTRUCTION FOR LOCATION OF ALL UTILITIES IN PROJECT AREA, AND FOLLOW ULOCO PROCEDURES U
THROUGHOUT CONSTRUCTION ACTIVITIES. ( U_ W • m U, l i it
3. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL PRIOR TO BEGINNING PROJECT AND CALL THE APPROXIMATE LOCATION OF KIT f l ' g CL ~ 9°~~ - I
SHEET. CREEK ROAD WESTERN RIGHT-OF-WAY LANDSCAPE ARCHITECT FOR REVIEW. SEE DETAIL (4), THIS i , .p''- Q r DWI II '
' 4. INSTALL ALL TEMPORARY EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS AND SPECIFICATIONS Z_ U
IN THE EROSION CONTROL GUIDE. TEMPORARY DEVICES INCLUDE SILT FENCES, INLET PROTECTION, ROCK ' ' MINIMUM 14' DISTANCE BE(WEEN PROPOSED gQ' roU:
' CHECK DAMS AND CONSTRUCTION ENTRANCE PADSIACCESS AREAS. I"' rRAa AND KIT GREEK ROADwssTERN TRAVEL I DISTANCE VARIE50ETWEEN TRAIL EDGE IANE(VtM1IITESTRIPE), PER NGDOT STANDARDS ~ W
' 5. HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT FOR ON-SITE INSPECTION AND ArmsLOl=eoPNErnPPPRanBRrr 8' WIDE TRAIL (TYP.) MIN 14' I ~ _ _ _ _ _ - - - - - F 3 GLEAR iO ~ _ li 3jr TREES OR SIGNS ! '
VERIFICATION OF TEMPORARY EROSION CONTROL DEVICES. CHECK EROSION CONTROL DEVICES AFTER HEAVY SEE SHEETS L-1 AND L-6 FOR PLAN VIEW I RAIN EVENTS THROUGHOUT THE PROJECT TIMEFRAME. MAKE NECESSARY REPAIRS TO STABILIZE AREAS WHICH ?y~Mry°j 25HOCLDER ' 8 WIDETRAIL TYP. ssrlouLDEe aTOSwnLE ,A4 - - - _ - SEE PLAN '
HAVE BEEN DAMAGED OR HAVE FAILED. - - -
I~ H T HAVE BEEN FLAGGED BY LANDSCAPE ARCHITECT ~ ~ ~'r , . II 6. CONDUCT CLEARING ACTIVITIES. CLEAR TREES T A I - 7°A CROSS SLOPE ~ 'i
I FOR REMOVAL - DO NOT REMOVE ANY ADDITIONAL TREES WITHOUT PRIOR CONSENT OF LANDSCAPE ARCHITECT. \ ~ III ~I~ ~P1.211M~~ _vP ~ ~ ~Ph'11~ III ~;i ghl 8'~9'GRAVEL 3.E~ t I
CLEAR UNDERSTORY (ALL VEGETATION SMALLER THAN 6' DBH) FOR A DISTANCE OF 8 ON BOTH SIDES OF TRAIL A 1~ APPROXIMATE LOCATION OF KIT - I CENTERLINE (FOR A TOTAL WIDTH OF 16'j. EXCEPTION SHALL BE MADE FOR DOGWOOD TREES (CORNUS FLORIDA}, - CREEK ROAD WESTERN TRAVEL 3;1 ~ ;NYP~ 2p, 3'
WHICH SHALL NOT BE REMOVED UNLESS DIRECTED BY LANDSCAPE ARCHITECT. LANE (WHITE STRIPE) 2"TYPE I-2 ASPHALT MIX
PROPOSED 8' WIDE PEDESTRIAN WALKING TRAIL, ' I PLA S ND SPECIFICATIONS CONSISTING OF 2' THICK, TYPE I-2 ASPHALT MIX CONCRETE ENDWALL PER NCDOT 7. COMPLETE GRUBBING AND ROUGH GRADING OPERATIONS IN ACCORDANCE W TH N A STANDARD DETAIL 838.01(1-3) GEOTEXTILE FABRIC, INSTALL PER SPECS
r AND AS FIELD DETERMINED BY LANDSCAPE ARCHITECT. 6" AGGREGATE BASE COURSE - - ON SHEET L-7 ' 6" AGGREGATE BASE COURSE -
PROposeD te^ sass m ' 8. INSTALL BOARDWALKS ACCORDING TO SHOP DRAWINGS AND SPECIFICATIONS WHICH HAVE BEEN APPROVED RcPANO ENDwAU, REFER - 18"CLASS III REINFORCED COMPACTEDSUBGRADE 5$50 FayetteVl~~e Rd. Suite 211
GEOTEXTILEFABRIC,INSTALLPERSPECS roDETnasl,2Ar®sol4sHEEr CONCRETE PIPE, 35 FOOT BY LANDSCAPE ARCHITECT. L-e FOR MORE INFORMAnoN SIDE SLOPES SHALL BEMAX. 3:1UNLESS - - ®urham, NC 27713
COMPACTED SUBGRADE, MAINTAIN MINIMUM OF 8" OF LENGTH I 9. COMPLETE FINE GRADING OPERATIONS. HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT COVER OVER PROPOSED PIPE OTHERWISE INDICATED ON LAYOUT PLANS CUT AND FILL SLOPES SHALL TIE INTO p. 919 4$4-$44$
TO VERIFY LONGITUDINAL AND CROSS SLOPES, DEPTH OF FINISHED GRADE AND FABRIC PLACEMENT PRIOR EXISTING SLOPES TO CREATE
I, TO NEXT OPERATION, Notes, AN EVEN TRANSITION. Notes,; 919 4$4-3003 ~ 1, Cross slope ddeclion varies. See layout plans for directloo of slope 2.Amount of orossslope rarlesbetween0%ana 2%. sea lavout plena 'j www.greenways.eom
10. LAY GEOTEXTILE FABRIC AND COMPLETE STONE ANDTRAlL SURFACE CONSTRUCITON OPERATIONS. CONTACT i. cross slope direction vadas. Sea layout plans ror diredlon or slope. 3, Contractor is responstblefor rees(aMishing all slopes disNrbed b) construction.
LANDSCAPE ARCHITEC TTO REVIEW FINAL GRADE OF TRAIL SURFACE AND TO CERTIFY THAT TRAIL SURFACE S z Ameunlotcrossslol>evariesbetween0°~ and2%. see layoutplana. 3. ContrectoT is responsible for re~esfabllshing ell slopes CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS. "DRESS OUT" TRAIL EDGES TO A UNIFORM GRADE, FREE disturbed hycolutrudiDn
OF CONSTRUCTION DEBRIS, USING LIGHT WEIGHT RUBBER TIRE VEHICLES ONLY. REPAIR ANY DAMAGE TO TRAIL ' I
' SURFACE CAUSED BY CONSTRUCTION MACHINERY (SEE SPECIFICATIONS). 3 8' ASPHALT TRAIL SECTION (TYP.} ; '
~ SECTION C-C' PIPE CROSSING AT KIT CREEK RD. P TI GS R P NS AND ~ ~ I ~ 11. INSTALL PAVEMENT STRIPINGS, SIGNAGE, SAFETY REAIL AND LANDSCAPE LAN N PE LA 1 - Not to Scale - H i k
SPECIFICATIONS. LD-01 Not to Scale LD-01 L ~ , ~ ~ ~ ' t' ~ '
12. INSTALL ALL PERMANENT EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS AND SPECIFICATIONS, AND ~
IN THE EROSION CONTROL GUIDE. PERMANENT EROSION CONTROL DEVICES INCLUDE RIP-RAP APRONS AND EROSION
CONTROL MATTING. PERMANENTLY SEED ALONG THE ENTIRE LENGTH OF TRAIL AS WELL AS OTHER AREAS DISTURBED BY TRAIL CONSTRUCTION. I ~r° : ° '
i I
13. REMOVE ALL SILT FENCES, TEMPORARY STREAM CROSSINGS, CONSTRUCTION ENTRANCE PADS, AND ROCK CHECKDAMS ONCE SITE IS STABLE AND HAS BEEN APPROVED BY LANDSCAPE ARCHITECT. PERMANENTLY SEED 100%
ALL RESULTING BARE AREAS. REPLACE WITH CLEAN FILL, AND SEED AREA PER SPECIFICATIONS. I, , CONSTRUCTION
' 14. CONTACT LANDSCAPE ARCHITECT FOR INSPECTTON OF PERMANENT SEEDING OPERATIONS. SHOULD HEAVY DOCUMENTS
RAINS WASH SOIL OR WHEAT STRAW ONTO TRAIL BEFORE GRASS HAS STABILIZED TRAIL EDGES,SUCH SOIL AND STRAW I
SHALL BE SWEPT FROM THE TRAIL AND RESULTING BARE AREAS SEEDED. SHOULD RAINS CAUSE EROSION AT TRAIL EDGES BEFORE GRASS IS ESTABLISHED, THESE AREAS SHALL BE REFILLED, SEEDED AND COVERED Vd1TH EROSION I
CONTROL MATTING PER SPECIFICATIONS. I
15. CLEAN UP DEBRIS, TRASH, AND UNUSED MATERIALS FROM ALL CONSTRUCTION OPERAIONS. SWEEP AND CLEAN MOUNT SIGN TO POST PER NCDOT - - I i
ALL DEBRIS AND MUD FROM TRAIL AND ROADWAY SURFACES AND LEAVE PROJECT AREA IN A NEAT, ORDERLY, AND SPECIFICATIONS. ALL HARDWARE TO BE ' I
FINISHED MANNER. GALVANIZED AND FILED TO PREVENT I THEFTlREMOVAL. SIGN SPECIFICATIONS: I I I I
16. COMPLETE FINAL PUNCH LIST, AS PREPARED BY LANDSCAPE ARCHITECT, AND CALL FOR FINAL INSPECTTON. W11-130" x 30". SIGN BACKGROUND TO I I
' FOLLOW NEW MUTCD FYG BACKGROUND I NOTE: In the event that continuous construction operations are suspended due to weather for more FOR W-11 SERIES SIGNS
~ than 15 calendar days, contractor shall irotmediately seed arod stabilize all disturbed areas with a temporary I~'~
I~ cover to prevent erosion. All slopes sleall be permanently stabilized within 15 calendar days. I \ 12 WIDE TRAIL TYP. I~ SEE PLAN ~ ~
I U-SHAPED GAL. 2/ CROSS SLOPE TOLAKE -
ROAD OR STREET , CHANNEL POST JE~~`' ~ -.w. ma _ -
I ~ I r n t I® nOt.PGFS _ e _ ADygO /e EXISTINGGRAVEL SERVICE ROAD !'H® ~A~F i dddd
4 -9 - Ln
L CONCRETE FOOTING 2" TYPE 1-2 ASPHALT MIX RESURFACING
~ 2800 PSI IN 28 DAYS r I
- EXISTING SERVICE ROADBED
TEMPORARY SEEDING SCHEDULE I I PERMANENT SEEDING SCHEDULE - SHOULDERS SIDE DITCHES, SL°PES nRax B',il I SHDULDEq$610~DITCNE6 $l0J?eSLMAC31)
DATE TYPE PIANTNGftATE 'il DATE TYPE - ___PIANTING RATE ® i
I Jan.1-May1 Rye (graln)AND 12016e/aore ~ Aug. 26-Sept.16 Tall fescue AND SOlbslaae
Kobe 5016slacre I Sericea lespedeza AND 201bslacre I I, I, Kobe lespedeza 1016sfaare I
May 1 -Aug. 75 German millet 401beracre i I I Feb. 75-March 2l Tall fescue ANO BO Ibslacra Aug. 15-Dec. 30 Rye (grain) 1201hslacre Sericea lespedeza AND 2016slacre
Kohelaapedeza 10iba,aDre 5 CROSSWALK SIGNAGE FERTILIZATION SCHEDULE 2 12 TRAIL SURFACING SECTION (TYP.) - _
- _ Ferttt¢er I FERTILIZATION SCHEDULE 1 NOt t0 .SCa~e LD-01 Not to Scale I °
{10,00011651acre Aug.a1S-Dec.30)_ I' LD-O 1 Fenil¢er 10-10.10 at 1,000 Ibsracre III
I Lime Ground agricultural limestone ai 2,000 Wslacre 1, Llme Ground agricultural limestone at 4,000 Ibs~acre ~
' MULCH II MULCH, Apply 4,000Ibslacre gram straw or equivalent cover of another Apply 4,000 Ibslacre grain straw ar equivalent cover or another
it suttable muMh. Aochorsfraw by tackingwlth emulslhed esphatt ''I sudable mulch. Anchor straw by lacking with emulsNed espltatt I (atam(eor 70 gallolre per 1,000 square rest or0.10 gallons I (aterate of l0 gattonsper 1,000 square feet or 0.10 gallons
per square yard),netting, or roving orbf crimping witha mulch per square yard),netting, or roving or by crimping wilha mulch anchoring tool. anchoring tool. I!'
'I SEEDBED PREPARATION
' 1, CHISEL ANY COMPACTED AREAS AND SPREAD EXISTING STOCK PILED I ' TOPSOIL IN AREAS SPECIFIED AS LAWN. '
2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8" I
I (AREAS TO RECEIVE GRASS HAVE NO LESS THAN 8"SOIL DEPTH I',
3. REMOVE ALL LOOSE ROCK, ROCKS, AND OTHER OBSTRUCITONS LEAVING
' SURFACE RESONABLY SMOOTH AND UNIFORM. I / i
I, 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFRMLY AS I, , ~ I
I PER SPECIFICATION AND MIX WELL WITH SOIL. Il _ I
5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, RESONABLY '
UNIFORM SEEDBED IS PREPARED TO A B"DEPTH. W U'',
6. SEED AT RATE SPECIFIED. ACHIEVE AND MAINTAIN MINIMUM 90% I Surve ar's Stake Z~ ' I,,~, = Q
I COVERAGE PRIOR TO FINAL ACCEPTANCE. ! y ~W J ZU
' 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN \ - - ~ ~Q I. wU
THOROUGH WATERING OF GRASSED AREAS IMMEDIATELY UPON Finished width of trail - ~ _ _ _ _ ' INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. Maximumcleanng ~~i
limitforaggregate ~ W',' r~ 3CLEAR TO
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR base course (4'', ` ' RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD r l ~ Z'~M~~ Jr 't TREES ORSIONS ?rr~~~ r 2SHCULDER~__ S'WDE TRAIL (TYP) y. DISTANCE VARIES SEE PLAN (ExJ DRAINAGE DITCH KIT CRLF](RCAD F,/
~ BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL ~ i ~ ' j SEE PLAN _ _
I LIME, FERTILIZER AND SEEDING RATES. ~ plan view ~7~2h. CROSS SLOPE I _ r
I I Maximumwldthfor Or-~Ir ~r-~rr 9. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE clearing and grubbing ~ O ~ / P~ 2~ t
OF LAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE. r r r rr Orange Flag fled to top 3+~ - Maximum width of tral 4 _ ~ _O of all protect stakes 3:11~P % 8~9 GRAVEL ~ ~
~I 10. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE I ~ ~ 3`'1 I 3Ji 1112 _ .
I DRAWINGS, THE WRITTEN SPECIFICATIONS SHALL PREVAIL. I 2" TYPE I-2 ASPHALT MIX - ~
GEOTE/XTILE FABRIC, INSTALL PER SPECS ~ I
6" AGGREGATE BASE COURSE - '
TRAIL TAKI N _ A COMPACTED SUBGRADE - - - A'
4 S G ~Ik
I ~ Not to Scale ' L D-01 Notes; ~ l (
1. Trail section typical from station 2+50.00 to 7+50.00. I 2. Contractor is responsible for re-establishing all slopes Date ~SSUed: ~ 212219
disturbed by construction. 'I SCale AS NOTED
I Drawn by: BLM I
Checked by; CAF
~1 TRAIL SECTION AT KIT CREEK RD., STATION 2+50.00 TO 7+50.00
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1„1 Z ~ 2 ~ PLACE Gfl00VE 6R g' ,!t' O O ~ = N -I D S° ~ I 2 -1 BELL END OF FIFE / SZ ~O~C'•-{ 4" ~ / ~S,r,J ~ n O~Uj2 p0 an I"`- ~ ~ ~ ~~Z~~ ~ '
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br Q END ELEVATION BAR-"X" 'a N ~ G N G END ELEVATIO ENU ELEVATION B,4R•"X" ~ ~ ~ ~
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~ ~ LOC. DTA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 3Q" 38" 42" 48" ~ ~ ~ ~ ~ ,p W ~ ~ I I ~ I I LOC. DIR. 15" 18" 24" 8_-., ' a m I I I I I I ~ I I I r i D•' 35" 4. ' pa m Z p, I ~ BABS nXx uxn xxn xXx nXn nZn y. nXw Y' nXn i,Xn nXx uxn rrXn nXn Y• xxn Y: ~ W 01 ~ I I BARS "Xrr xXx nXn nXn "Xu xX,i " 24" 80" SB" a2" 4&" 75" 18"' 2$` SO" 38" 42" 48" Q ~ ~ I .r ,rXn nXn nXu ,rXri Y'~ nKe Y~ ,rx,r nxn nxn nKr, r~,r „x„ Y` nxn Ye ~ '
~Z III ~ ~ ~ L~ ~ I I I ~ ~ ~ i E p _ G QTY. 2 2 3 3 4 4 5 2 2 S 3 4 4 5 Q. n, u~" CI _ _ G QTY. 2 2 3 3 4 4 s s a a 5 2 z s s a a s I 5850 Fayetteville Rd.
-p. .Q ~ -r ~ N - - _ 2 2 1 2 2 2 2 2 2 M H ~ ~ -~'--f-- - --I--~- N QTY. - H 11 ~ 31 4TY. 1 2 3 d ~ ~ d. 9m1 ~ a7 - 2 - z t 1 1 z z z z z z H Suite 211 s s 4 4 s z 2 s s a a s a$ ' Durham, NC 27713
~ r¢ DOWEL G QTY. 2 2 9 3 4 4 5 2 2 3 3 4 4 5 ~ m r p I L DOWEL G 0'TY• 2 2 3 3 4 4 rt' m r O L TOTAL LBS. 8 9 14 14 19 55 85 12 12 19 19 23 77 92 Q ® W ~ D TOTAL LBS. 9 9 14 14 18 5 1a 7a 7s 5s sz 72 tz 7s ' is 2s 73 5s H ~ J ~ p. 919 484.8448
Z r Q I- W J ~ ~ ~ ys. _OPTIONAL OONSTRUOTION JOINT ~ ~ I ~ OPTIONAL CONSTRUCTION JOINT ~ ~ ~ ' f. 919 484.3003
C Q --_DIMENSIONS AND CONCRETE WANTITYE$ _ _ ~ II ~ C ~ AHD coxDBETE tH.U1N7'ITIES ~ ~ o ~ wwaw.greenways.com
~ ~ ~ USING C{p~RETE PIPE N F ~ ~ E' ELEVATION 6IRERSIONS AND CONCRETE WANT ~ G? ELEVATION H ~ ~ USING CORRUGATED STEEL P ' ~/1 COMMON DIMENSIONS SINGLE PI DOUBLE PIPE J W I ~ COAAUGATED STEEL PIPE
m H 71 ~ ~ OOMi~N SINGLE PIPE m' ~ z O D H B G T 5 L 'A1a N L 1'u9 Z~® tCy I m~~ O a SINGLE PIPE DOUBLE PIPE C4 ~ ~ - ! G L YDe N L YDs W Z Za ~
~ ~ 2: 1S« 3' 3„ 1'-8" 2'-9" 2t~° 9Y~n 5'-8" 0.7 2'-2" 7'-8" 1.0 W z ~ r II ~ ~ ~ 2 D H 8 G L YD I ~ r 18" 3'•7" i'-10" 3' 2x 2~i¢" 10" 6'-4° 1.0 2'-7° 8'•11" 1.3 C> ~ r 15" 9'-4" t'-B" 2'-5° 5'-0" O.7 1'- '-B° 5'-O" 0.7 1'•11°G'•11" 1.0 ~ ~ ~ ax I
n m u r n v 18" S'•7" 1'•10" 2`-11 5'•10° t,0 2' 24° 4'-2" 2'-1" 4'-0" 3" 10 8'-O" 1.5 3'-5" 11 -5 2.0 •11" 5'•70" t.0 2.9o S, 1" 1.2 ~ ct.. i,
30" 5, O" 2' S" 4' 7" 414" 111" 9'-2" 2.3 4'-3" 13'-5" 9.1 24" 4'-1" 2'-1" 3'-8" T-4" 1.4 3' -s° ~-a° 1,a s'-D° 1a'•a° 1.s ~1;~ '-5" S`-10" 2.0 3,•S.. 12,•T„ 2,7 s ~ ~ ~ ~.v
38" 5`•B" 2'•8" 5'°B" 4~'J tt1'2n 11'•0" 3.4 5'-0" i6r.Orr 4 5 30° 4,-7„ 2'-4" 4'-5'" S`-10" 2.0 3' 42" 6'-2" 3'-i" 6'-4" 51ib" 11v2x 12'-8° -4.5 5'-10" 18'-B" 8.O 36" 5' 1" 2' 7" 5' 2" 10'-4" 2.8 4' 1~~~,~; '-2" 1D'-a" 2.S 4, 6" tA'-16' S.S y'r ~ '
' 48'" 6'-9" 3'-5" T-2° 5~4° 111" 14'•4° 8.0 8'-8° 21`-0" 8,0 42" 5'•7" 2'.10" 5'-11"11'-1O" 3.6 5' -11"11'•10° 8 6 5 3" 17 1"~~~ 5,O ~ y~~ ~F}'~ . r , '•S" 1&'-a" 4.9 0'-0" 1S`•4" 7.5 SHEET 2 OF 8 '
HEET 1 OF 3 *SEE SHEET 3 SHEET 1 OF 3 EET 2 OF S 48" S'-1" 3'•1° 6'•8" 13'-4" 4.9 8' ^$EE ,'Y1EET 3 ! > 838®a1 '
838.01 838®01 1838.01
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ONCRETE ENDWALL DETAIL 1 OF 3 ~ CONCRETE ENDWALL DETAIL 2 OF 3 1 C 2 - CONSTRUCTION
LD- 2 Not to scale LD-02 Not to Scale a DOCUMENTS

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Hzixiy CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 oq~~2Z
II S~Dpm n n n W'dgW2 czn~°o PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 d~F~N
; zNo°-n AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF B LESS THAN c~n12-moo J i
I ~=>,z ENDWALL LENGTH. aoNd . AyD z
- 'I ~ H CONSTRUCT BOTTOM SLAB WITH FORMS. a ~
z ' ~ ' DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ~
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
I WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOIVELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W I
z BY THE ENGINEER. ~ N ' ~'~oz az~°~
L ' ~ WHEN THE GONTRAGTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ~ ~ W Y S®
~I a m ~ PIP AND P R THE BA E EPARATELY LEAVE THE P R R H. ~ h ~ o OF THE E OU 5 S OU OUG z J a Level Spreader (not to scale
c C m= n u W m~ USE CLASS B CONCRETE. d LL y OUTFLOW - I - INFLO~r
~rzy n ' ~w~1
''m ° z ~ W MATERIAL STAPLED Ili ~'0'~~~+ lxJHM ~n G j_w,SFI~~N~~,,•lti~~~ ~ .n, ~ ~
H P-1 ~ d ~ ~ IN PLACE V EROSION COP ,~wr~ a~ :ROSION CQNTROL MATTING 9 ~p"~ ~,q+,~~y,~t~:a~'`~,~',,w~,~~ ~ "'Transition
I Immrv ¢~W~ r~~~ ~~m~ diversion ~~;~'',u'K ~i,u # r''~~*.,, ~'~~t„'~~~11 , u to 0 grade ~I
, c c+ ~ o ~ UNDISTURBED NATURAL r~;~,j'~o~M~ti~tla;;~e~~~"~'~'`~'-""~„ y„~D,.u, ~ U, `,~~,~i,~~„ 1`~„ II
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~ GT H ~ ®1- ~mN,T f"'l~ t 1 a y~4 n'41 ',g J y l'
m ~ _ o z w 6.1 MIN. 3:1 MIN.. ~~o~ W~Zr ,Y''t+i „~,~~1 ~ `i 1 a~~ dlkr~ ''k„~~,i0~^^"""'"' ~ vJ ~ ,
r o4 q V ~.1 ~ ~µ'+aw "I ~ ` ~1' hul~ StabIIIZ
m ~ G~;~ti"'""'``' ,,,t,. ~ ~ ~ slope
12 WIRE STAPLES rr Staple a• tip„ ' ~4.
C~ 6 INTERVALS 1 Y N E OSION KE I R undisturbed „ , w,.lF" " ~ i~ ~ ~4~ J ERflSIQN COh~TOL MATTINfl i`~` ter., ~t~ ,
EET 3 OF 3 SHEET 3 OF 3 II A MIN, OF 6 INCI- OF 6 INCHES outset I. 1~~',`a' iw ~i„ ~I, ~,.«r. ~ ~ ~"u, r ,,lip, ~ ~
838s01 83$a01 i~ - Ir. I•. ~w lt~ ~1,~ 'A~P N~L. ~R, "tit" ,4i~ ~ ~ ~ I
' LEVEL LIP CF SPREADER (~lii pile' ~n ~ ~p i n, lt~ h~„ ' yitr, SPREADER ~ ri b „i., ~t nor, } 4r~:~
I~ I I I T N ~ CONSTRUCT ON SPEC F CA 10 S ~ ~ ',fir, " „ti' t'NP "'t ~ w ~ ~ h4' +uli,
2 CONCR_ETE___E_N_DWALL DETAIL 3 OF 3 v~, ,1~rr ur„ << I~w ~ 1
Not to Scale LD-O2 1. THE MATTING SHOULD BE A MINIMUM OF 4 FT WIDE EXTENDING 6 INCH )fNG 6 INCHES ~
OVER THE LIP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON TRENCH ON THE ( Figure ti.40a Leyel spreader is designed to disperse small volumes of cranc~trated /low acrDSS stable slopes.
LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CU IOflTHLY C~JT j
SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY CED HEAVY
DUTY WIRE STAPLES AT LEAST 1~~ fNCHES LONG, Grade-The grade of the last 20 feet of th@ diversion channel shanld provide
a smooth transipon from channel grade to level at the spreader, '17ie grade of the
' ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING C ,PREADING OF spreader should be 0%• -
STCRM RUNOFF.
' Spreader kip-Construct the level lip on undisturbed soil to uniform height and
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL V OT ON FI LLB, aero grade over the length ~f the spreader. Protect it with an erosiou•resistant
' material, such as fiberglass matting, to prevent erosion and allow vegetation to
4. CONSTRUCT A 20-FT TRANSITION SECTION FROM THE DIVERSION CHANI ~SICN CHANNEL ~ become established.
TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER, 'READER, Outlet area The outlet disposal area must he generaliy smooth and
' 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILi~ I SLOPE NCT TC EXCEED 1C~. MAKE SURE THE SLOPE IS SUFFICIENTLY LY STABILIZED well-vegetatedwithamaximum slope oflD/o. -
JFFICIENTLY Vegetate all disturbed areas.
SMOOTH TO KEEP FLOW FROM CCNGENTRATING. i
~I' 6. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AN'D MU THE ENTIRE DISTURBED AREA OF THE SPREADER. ED AN'D M IJ LCH COt15trUCtlOn 1. The matting should be aniinimum of 4 ft wide extending E inches over the,
SpeClflc~tl4nS lip and buried ti inches deep in a vertical trench on the lower edge, The upper
edge should butt agaizist smoothly cut sod and be securely held itt place with closely spaced heavy duty wire"staples at lease 12 inches long,
Mlf~. ENTRANCE MIN. DEPTH END WIDTH LENGTH
WIDTH (FT) {FT) (FT) (FT) 2. Ensure that the spreader lip. is level for uniform spreading of storm runoff,
' Date Issued: 12/22109
1C C.5 5 10 3. Construct the level spreader an undisturbed soil (not on f"ill). _ Scale AS NOTED
~ 4, Construct a 20-ft transition section from the diversion channel to blend Drawn by: BLM
~ I smoothly to the width and depth of the spreader, I Checked by: CAF
I:
LEVEL SPREADER DETAIL 2 OF 2 2 LEVEL SPREADER DETAIL 2 OF 2 - -
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Pro~ect Location: Little Drive, RTP
Neighboring PIN 0736847591
Project LimitslBoundary: Defined by NC DOT ROW (150 feet on Little Dr.)
Total Size of Project Limits: 8.6 acres
Total Acreage to be Disturbed: 0.94
j Proposed Use: Pedestrian Trails
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Suite 211 Environmental Design Durham, North Carolina 27713 Landscape Architecture
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f - ( Suite 211 ~ Durham, NC 27713
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1 3 TEMPORARY DROP INLET PROTECTION 1 / , EXISTING WATER VALVE TO REMAIN c~c c~c p. 919 484.8448 G .G f. 919 484-3003
EXISTING POWER ACCESS TO REMAIN www.greenways.com
~ ~ EXISTING HEADWALL TO REMAW
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~ - ~ EXISTING RIP RAP TO REMAIN PROPOSED TRAIL, SEE SHEET L-01 .ET L-01
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~ _ _ _ - 2 EXISTING WATER VALVES TO REM ' - - EXISTING FIRE HYDRANT TO REMAIN
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y~ I~ LIMIT OF DISTURBANCE, 8' FROM THE CENTERLINE OF TRAIL (TYP:)
2,550 LINEAR FEET OF TOTAL TRAIL CLEARED TO A WIDTH OF 16`
40,800 TOTAL. SQUARE FEET DISTURBED (0.94 ACRES DISTURBED)
-
I, GE~OE L P90TES:
1. THIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE
RESEARCH TRIANGLE FOUNDATION, DURHAM COUNTY, WAKE COUNTY, MULKEY
r. ENGINEERS, AND MCKIM AND CREED ENGINEERS. i
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2. SURVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE N.
W ARCHITECT TO ENSURE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE OO
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HELD LIABLE FOR ANY DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL
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z ~ 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION.
~ 4. CONTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL
WW
N CONSTRUCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES. W W Date Issued: 12/11/09
~ ~
w w 5. CONTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH W ~ Scale 1" = 50' -
z z THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. z Z Drawn by: BLM
J J ~ ~AAAILIlII r n~~i~r~o nnc~-r-n o~vr_c~ nnir~ ni rnni~i ~TC+ c+~ini i nr nn ii ic~rrr~ r~ ~ Checked by; CAF
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Suite 211
Durham, NC 27713 ~
p. 919 484.8448
~a f. 919 484-3003
www.greenways.com
EXISTING FIRE HYDRANT
(APPROXIMATE LOCATION) PROPOSED TR - EXISTING FIRE HYDRANT ~ SILT FENCE (TY (APPROXIMATE LOCATION) / QED TRAIL,, SEE SHEET L-02
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CONSTRUCTION
DOCUMENTS
ZARY STONE OUTLET (TYP.) .
~"~~-0s - - LD-01 TEMPORARY ST

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LITTLE DRIVE
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LIMIT OF DISTURBANCE, 8' FROM THE CENTERLINE OF TRAIL (TYP.) Q
~ ~ 2,550 LINEAR FEET OF TOTAL TRAIL CLEARED TO A WIDTH OF 16'
40,800 TOTAL SQUARE FEET DISTURBED (0.94 ACRES DISTURBED)
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1. THIS DRAWING WAS PREPARED FRO
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INFORMATI SUPPLIED BY THE RESEA
TRIA GLE F ATION, DURHAM CO T, WAKE
CO Y, MLE ENGINEERS, AND MC I AND
CREED E GI E S.
2. SURVEY IF NATION HAS NOT BEE FIELD
VEIFI Y LANDSCAPE ARCHITECT T ENSURE
ACCURACY. THE LA DSCAPE ARCHITECT SHALL NOT
BEHELD LIABLE FOR ANY DISCREPANCIES BETWEEN
THE DRAWING A ACTUAL ONSITE CONDITIONS.
3. COTRACTO TO VERIFY LOCATION OF ALL
~N UTILITIES PRI TO CONTRUCTIO.
00
i ~ 4. CONTRACTOR TO NOTIFY SURROUNDING
WW
HH PROPERTY O ERS PRIOR TO TRAIL
WW COSTRUCTI TO LOCATE EXISTING I IGATION
W W'
2T AN ETA C FEATURES.

WW 5. CO TRACT SHALL FIELD STAKE THE
WW
~I~ CE TERLINE F TRAIL FOR REVIEW WIT THE Datelssued: 12111/09
W W LANDSCAPE A C ITECT PRIOR TO CO ECI NG scale 1" = 50'
ZZ Drawn by: BLM
JJ C® STRUCTIO Checked by: CAF
C)iQ 6. ALL MANHOLE COVERS, METER BOXES, AND
CLEA OUTS SHALL BE ADJUSTED TO MATCH
FINISHED GRADE. t: U2
Erosion & Sediment
Control Plans

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I.IRVE DATA 5850 Fayetteville R .
j Suite 211
CURVE DATA . -CURVE= DF~TA Durham, NC 27713
~ D = 9.59 li p. 919 484.8448
- EXISTLNG WATER VALVE 1'O REMAIN T-40:3912. 'b =11.60 _ ~ = 80.6596
_ D 11.20: EXISTING POWER ACCESS TO REMAIN T 77.0,302 _ ~ r ~ R = 597.3751 ICI f. 919 484.3003 www.greenways.com
T 54.29'2 ~ =152.8292 ti-~~~~~~- 7 ~ ~ EXISTING HEADWALL TO REMAIN „
R=4 3.9094 ' 1G~8.1852 ; MAINTAIN 14-0 MINIMUM. EDGE OF 9 t- R = 5'11.4 95 -
a. 8 EXISTING RIP RAP TO REMAIN TRAIL TO EDGE OF TRAVEL LA 0 0 0 ~ P.) ,f..
Y 4, ~ ® ~ a0 O o Q. ~ 11N ' i--
o ~ _ o-_ ~ o ~ a, ~ , ; ' ~ 2 EXISTING WATER VALVES TO REMAIN _ ~ _-4--' - I ~ ~ I ~i c~ ~ , , -EXISTING FIRE HYDRANT TO REMAIN. `~A ~ . C~JRVE t~ATA ,
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,.,s.. ,.,.,.,a.,.,.-.. ~ , 4 ~ CURVE DATA R~= 2~C175~'82'r'. 100%
........A,., . - O o, , _ _ . ex, CURVE DATA
~ R ~ ~ ; O i O ' LD-01 8'0 WIDE ASPHALT TRAIL _ o~ ~ coNSTRUCTroN D - 0,57 _ o ° DOCUMENTS
o , ~ (1') n., t , T =113,5532
o o V ; D=24.55 ` ~ ~ ~ CURVE DATA . Ji D~=33.86 _ ~ ~ ~ o ~ , _ L = 227.0966 r~ °o ~ ~
` 4 . o~ - . . ~2 6,~ 5 . , o ~ ~ ° N o R =10015.7814 O
~ ~ _ ~ ~ L=51.8842 , r L 50.8408; , . , . , ~ ' • _ ..o......> ~ - 0. ~ 1 a
R 3.4 - ° ` ~ ~ o Q 23 ~ 76 D 7.22 . , , ly... R 1.692082._,_. , , o e , o,
. , ~ ~ . , , ° ~ o ~ - 43 6997 a 0 , o(n . _ L=$7.3112 O ~ ~ _
° 4 , . 4..< Q= " . , R = 793.6137 . - O, EX15~ING , ~ O ~ ~
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_ -EXJS~FING SIGN (TYP.) _ , . Ea ~=.74°.4652 l ~ ~ o . , . , i
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1. THIS DRA 0 IIS DRAWING WAS PREPARED FROM INFORMATION SUPPLIED BY THE RESEARCH
LE FO TRIANG `~J ~NGLE FOUNDATION, DURHAM COUNTY, WAKE COUNTY, MULKEY ENGINEERS, AND MCKIM r N
AND CREED E CREED ENGINEERS. o 0
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2. SURVEY INI W 1RVEY INFORMATION HAS NOT BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT TO J ~
IL! ENSURE ACCT JRE ACCURACY. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY W W '
DISCREPANCI ;REPANCIES BETWEEN THE DRAWING AND ACTUAL ONSITE CONDITIONS. W W
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.~C4 3. CONTRACT )NTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONTRUCTION. _ ~
k: 4. CONTRACT )NTRACTOR TO NOTIFY SURROUNDING PROPERTY OWNERS PRIOR TO TRAIL
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• CONSTRUCTIi . L1.1..1,~.. , . , a ;t~,. STRUCTION TO LOCATE EXISTING IRRIGATION AND ENTRANCE FEATURES. ~ W W
. ~ . 5. CONTRACT )NTRACTOR SHALL FIELD STAKE THE CENTERLINE OF TRAIL FOR REVIEW WITH THE (,n (n Date issued: 12111/09
Lt1,, . . Lll LANDSCAPE ~ )SCAPE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. W W scale = 50'
Z _ z z Drawn by: BLM
6. ALL MAN .L MANHOLE COVERS, METER BOXES, AND CLEANOUTS SHALL BE ADJUSTED TO MATCH - - Checked by: CAF J -
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Trail Layout
Plans

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5850 Fayetteville R .
Suite 211
MAINTAIN 14'-0" MINIMUM. ED TRAIL TO EDGE OF TRAVEL L 4 8' WIDE ASPHALT TRAIL IMUM. EDGE OF Durham, NC 27713
TRAVEL LANE (TYP.) p.9194s4-$44s
f, 919 484.3003
.T TRAIL www.greenways.com
EXISTING FIRE HYDRANT E-7
{APPROXIMATE LOCATION)
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EXISTING FIRE HYDRANT ti e ~ 1
(APPROXIMATE LOCATION) CURVE DATA
D = 5.63
0 o T = 452.3561 o. 0 0 0 o L= 851.2564 ra ''o < op ___a - ,n - ao -----o - oo R = 1016.9300 ~ ~ooi
I v~ CONSTRUCTION
' DOCUMENTS
,A ~ ~ 6 N N - ~ p . p ~~~n ~ rn N N N _ I _0.. O
! . END OF TRAIL ~
~ ~ ~ o° I-END. LITTLE DRIVE
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G~G~II~~AL G7~~;YES:
1. THIS DRAWING WAS P FOUNDATION, DURHAM WAS PREPARED FROM INFORMATION SUPLI BY THE RESEARCH IA GLE
IHAM COUNTY, WAKE COUNTY, MULKEY GINEERS,
c~ AND MCKIM AND CREED CREED GINEERS.
0 0 2. SURVEY INFORMATIO t- F- ENSURE ACCURACY. TH w w DISCREPANCIES BETWE
;MATZO HAS NOT BEEN FIELD VERIFIED B L DSCAPE ARCHITECT T
ICY. THE LANDSCAPE ARCHITECT SHALL NOT E HELD LIABLE FORA
BETWEEN THE DRAWING AND ACTUAL OITE CONDITIONS.
i
~ ~ _ 3. CONTRACTOR TO VE w w ` 4. CONTRACTOR TO NO cWi~ cWn CONSTRUCTION TO LOC TO VERIFY LOCATION OF ALL UTILITIES PRI TO CONTRUCTIO.
TO NOTIFY SURROUNDING PROPE TY OW S PRIOR TO TRAIL
TO LOCATE EXISTING IRRIGATIO AND ENT CE FEATURES. Datelssued: 12/11/09
5. CONTRACTOR SHALL z ~ LANDSCAPE ARCHITECT SHALL FIELD STAKE THE CENTERLINE OF T AIL FOR REVIEW WITH T scale 1"=50'
Drawn by: BLM
HITECT PRIOR TO COMMENCING CONSTIO checked by: caF
6. ALL MANHOLE COVER COVERS, METER BOXES, AND CLEANOT ALL BE ADJUSTED TO MATCH
QI Q FINISHED GRADE.
Trail Layout
Plans

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CONSTRUCTION SEQUENCE ® =m~ mo,.
EROSION CONTROL NARRATIVE CONSTRUCTION OPERATIONS: 4' MIN. SILT FENCE ~ ti
1. OBTAIN ALL REQUIRED PERMITS FROM LOCAL, STATE, AND FEDERAL OFFICIALS. yda ~
CONTRACTOR TO VERIFY THATALL ENCROACHMENT AGREEMENTS AND RIGHT-OF PUBLIC Project Description: The Research Triangle Park (RTP) Pedestrian Trails Phase 14-16 is divided into L a;?~ N~a t- C7 j N
_ ACCESS EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. three phases. Phase 14 beglnS at the entrance t0 RTP bUSIneSSeS and extends rOUghly 877 Ilnear a~~ o~ w =
CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES THE CERTIFICATE OF PLAN APPROVAL PROVIDED feet on the north side of Kit Creek Road between Davis Drive and Louis Ste hens Drive to the p i,
BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL, HEALTH, AND NATURAL RESOURCES. entrance to Cisco Systems; Phase 15 is approximately 1,100 linear feet located on the south side of v .I m
2. CONTACT ULOCC/NORTH CAROLINA ONE CALL CENTER (1-800-632-4949) PRIOR TO Kit Creek Road between Louis Stephens Drive and Davis Drive, continuing onto private property for TOP OF SILT FENCE - MUST BE AT LEAST 1' - h-'i i
CONSTRUCTION FOR LOCATION OF ALL UTILITIES IN PROJECT AREA, AND FOLLOW ULOCO PROCEDURES 3,311 linear feet, and extending 3,463 linear feet on the east side of Louis Stephens Drive between ABOVE THE TOP OF THE WASHED STONE
THROUGHOUT coNSTRUCTION ACTIVITIES. Kit Creek Road and Little Drive Phase 16 is 3 017 linear feet located aloe the north side of Little
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3, CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL PRIOR TO BEGINNING PROJECT AND CALL THE Drive from Louis Stephens Drive and terminating at I-540. The proposed trails will be 8 feet wide in FRONT VIEW
LANDSCAPE ARCHITECT FOR REVIEW. NCDOT rl ht-Of-Wa and 12 feet wide in all other areas. The trail surface will be as halt cement, g Y P BURY WIRE FENCE, II11 FILTER FABRIC,
Grade AC-20. 4. INSTALL ALL TEMPORARY EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS AND SPECIFICATIONS AND HARDWARE
IN THE EROSION CONTROL GUIDE. TEMPORARY DEVICES INCLUDE SILT FENCES, INLET PROTECTION, ROCK STEEL FENCE POST STEEL FENCE ~ CLOTH IN TRENCH
CHECK DAMS AND CONSTRUCTION ENTRANCE PADS/ACCESS AREAS. EXIStIng PrOJ2Ct Area: SS acres WIRE FENCE POST SET MAX 2' ' a HARDWARE CLOTH APART r`. J,
MIN.18"INTO SOLID
5, HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT FOR ON-SITE INSPECTION AND FILTER OF N57 GROUND
VERIFICATION OF TEMPORARY EROSION CONTROL DEVICES. CHECK EROSION CONTROL DEVICES AFTER HEAVY Disturbed Area: 4.7 acres WASHED STONE q~p~o~ o
RAIN EVENTS THROUGHOUT THE PROJECT TIMEFRAME. MAKE NECESSARY REPAIRS TO STABILIZE AREAS WHICH HAVE BEEN DAMAGED OR HAVE FAILED. Site Description: Majority of project site is along roadway within NCDOT ROW within RTP, and drains ~o~ 3' FILTER FABRIC
~~,8~~4~o ON GROUND NOTES: 0~o'ga~~°o 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET 15
to existin check dams and ri -ra lined swales. Trail ro osed within rivate ro ert is alon a 6. COMPLETE GRUBBING AND ROUGH GRADING OPERATIONS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, g p p p p p p p y g ~00`~8~0`~ o °~~o go~o~,~°Q8~o covERED. 5850 Fayetteville Rd. ° gR~o ~dooob6'o° 2. REPLACE STONE AS NEEDED TO ENSURE
AND AS FIELD DETERMINED BY LANDSCAPE ARCHITECT. recently COnStrUCted dlVlder berm that SerV2S aS a StOrmWater meaSUre between Wetlands t0 the north \ DEWATERING. SUIte 211
and the dam and spillway to the south. Existing vegetation consists ofwell-maintained grassed Durham, NC 27713
7. COMPLETE FINE GRADING OPERATIONS. HOLD POINT INSPECTION: CONTACT LANDSCAPE ARCHITECT areas. Surroundin land use includes research a lication cam uses and cor orate office s ace. BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF 919 484-8448 FILTER FABRIC IN TRENCH p`
TH F FINISHED GRADE AND FABRIC PLACEMENT PRIOR g pp p p p TO VERIFY LONGITUDINAL AND CROSS SLOPES, DEP 0
TO NEXT OPERATION. Soils; Chewacla, Creedmoor Sandy Loam 2-6% eroded J f. 919 484-3003
8. LAY GEOTEXTILE FABRIC AND COMPLETE STONE AND TRAIL SURFACE CONSTRUCTION OPERATIONS. CONTACT SECTION VIEW www.greenways.com
LANDSCAPE ARCHITECT TO REVIEW FINAL GRADE OF TRAIL SURFACE AND TO CERTIFY THAT TRAIL SURFACE IS
I N . "DRESS OUT" TRAIL EDGES TO A UNIFORM GRADE FREE Erosion Control Measures: Erosion control measures on the site include silt fencing with silt fence CONSTRUCTED IN ACCORDANCE WITH SPECIFICAT 0 S
OF CONSTRUCTION DEBRIS USING LIGHT WEIGHT RUBBER TIRE VEHICLES ONLY. REPAIR ANY DAMAGE TO TRAIL outlets around the perimeter of the project, drop inlet protection along all storm drains, and diffuse 1 3 STONE OUTLET DETAIL
SURFACE CAUSED BY CONSTRUCTION MACHINERY SEE SPECIFICATIONS . ( ) flow to the creek buffer near the proposed pedestrian bridge. Along the dlvlder berm, silt fencing with LD-01 Not to Scale ' - t
silt fence outlets will be installed along both sides of the disturbed area for increased protection. All 9. INSTALL PAVEMENT STRIPINGS, SIGNAGE, SAFETY RAIL AND LANDSCAPE PLANTINGS PER PLANS AND 'I ~ ~ ~
sPECIFICATIOIVS. measures will stay in place until site has established vegetative growth to prevent erosion. Upon
removal of these devices, remaining disturbed areas shall be seeded and mulched per the seeding
10. INSTALL ALL PERMANENT EROSION CONTROL DEVICES AS SPECIFIED IN DRAWINGS AND SPECIFICATIONS, AND schedule,
INTHE EROSION CONTROL GUIDE. PERMANENT EROSION CONTROL DEVICES INCLUDE RIP-RAP APRONS AND EROSION DEWATERING CONCRETE BLOCK
CONTROL MATTING. PERMANENTLY SEED ALONG THE ENTIRE LENGTH OF TRAIL AS WELL AS OTHER AREAS DISTURBED 10~
BY TRAIL CONSTRUCTION. °o°®~~ ~ CONSTRUCTION
11. REMOVE ALL SILT FENCES, TEMPORARY STREAM CROSSINGS, CONSTRUCTION ENTRANCE PADS, AND ROCK ~ ~ O DOCUMENTS
CHECKDAMS ONCE SITE IS STABLE AND HAS BEEN APPROVED BY LANDSCAPE ARCHITECT. PERMANENTLY SEED ~ ° ° g° °
ALL RESULTING BARE AREAS. REPLACE WITH CLEAN FILL, AND SEED AREA PER SPECIFICATIONS, CONSTRUCTION SPECIFICATIONS o~~°~ a®. `~jo
12. CONTACT LANDSCAPE ARCHITECT FOR INSPECTION OF PERMANENT SEEDING OPERATIONS. SHOULD HEAVY 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE J~ _ ~ ~ ° ~ ~ e o ``Obo ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL o
RAINS WASH SOIL OR WHEAT STRAW ONTO TRAIL BEFORE GRASS HAS STABILIZED TRAIL EDGES,SUCH SOIL AND STRAW SHALL BE SWEPT FROM THE TRAIL AND RESULTING BARE AREAS SEEDED. SHOULD RAINS CAUSE EROSION AT TRAIL Surveyor's Stake DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED - ~ ~ C'oQQ AT LEAST 2 INCHES BELOW THE CREST OF THE STORM ~ ~ OOl1°~
EDGES BEFORE GRASS IS ESTABLISHED, THESE AREAS SHALL BE RE-FILLED, SEEDED AND COVERED WITH EROSION DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST / ~ `8 °~8 o THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ~ 9 ~ o '
CONTROL MATTING PER SPECIFICATIONS. AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. ~~~oo~.°°oo,~o oo~®~,~~ -
Finished width of trail - IFNEEDED GIVE LATERAL SUPPORT TOSUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH
13. CLEAN UP DEBRIS, TRASH, AND UNUSED MATERIALS FROM ALL CONSTRUCTION OPERATIONS. SWEEP AND CLEAN BLOCK OPENINGS.
ALL DEBRIS AND MUD FROM TRAIL AND ROADWAY SURFACES AND LEAVE PROJECT AREA IN A NEAT, ORDERLY, AND Maximum clearing limit for aggregate 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE r1 sLOPE, GRAVEL FILTER WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL
FINISHED MANNER. base course BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
14. COMPLETE FINAL PUNCH LIST, AS PREPARED BY LANDSCAPE ARCHITECT, AND CALL FOR FINAL INSPECTION. 3. USE CLEAN GRAVEL 3/4 T01/2 INCH IN wIRE scREEN DIAMETER, PLACED'L INCHES BELOWTHE TOP TEMPORARYSEDIMENr
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND Pool- V,
NOTE: In the event that continuous construction operations are suspended due to weather for more plan view SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED - ~ DEWATERING STONE IS RECOMMENDED.
than 15 calendar da s contractor shall immediate) seed and stabilise all disturbed areas with a tem ors Maximum width for Y s Y P ry clearing and grubbing e' o° a'-o°
cover to prevent erosion. All slopes shall be permanently stabilized within 15 calendar days. Orange Flag tied to top Maximum width of trail of all project stakes MAINTENANCE: INSPECTINIETPROTECTIONAND PMINIMUM ° - 16"
4'-0" 4'-0" REMOVE SEDIMENTAFTER EACH 2' MAXIMUM ~o° c9~°°o~o °0 RAIN EVENT. GRAVEL SHOULD BE ''g~~°'~ ~ ¦ ~
REPLACED AND REPAIRS MADE AS NEEDED. `=iii'' - -)~~-~~NI~-i ° ~~=1) III i; I I I-1 I I_-1 I I-1 I I-l I ICI I I
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SEDIMENT iil _~~~_I~~- Iii-III
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TAIL TAI ¦
2 TEMPORARY DROP INLET PROTECTION _
LD- 1 Not to Scale 0 TEMPORARY SEEDING SCHEDULE PERMANENT SEEDING SCHEDULE LD-01 Not to Scale (n
SHOULDERS. SIDE DITCHES, SLOPES IMAR 3.11 SHOULDERS. SIDE DITCHES, SLOPES IMAx Sal
DATE TYPE PLalvrwc RATE DATE TYPE PLANTING RATE
Jan. 1 -May 1 Rye (grain) AND 1201bs/acre Aug. 25 -Sept. 15 Tall fescue AND 801bslacre
Kobe SO Ibslacre Sericea lespedeza AND 201bslacre Kobe lespedeza 101bslacre Q'
May 1 -Aug. 15 German millet 401bslacre
Feb. 15 -March 21 Tall fescue AND 801bslacre Aug. 15-Dec. 30 Rye (grain) 1201bslacre SericealespedezaAND 201bsfacre
FERTILIZATION SCHEDULE Kobe lespedeza tolbslacre L
Fedilizer 10-10-10 at7501bslacre FERTILIZATION SCHEDULE
{1,000 Ibs/acre Aug.15-Dec. 30) Fertilizer 10-10-10 at1,0001bslacre
Lime Ground agricultural limestone at 2,000 Ibslacre Lime Ground agricultural limestone at 4,000 Ibslacre
MULCH MULCH Apply 4,000 lbsfacre grain straw or equivalent cover of another Apply 4,000 Ibslacre grain straw or equivalent cover of another W
suitable mulch. Anchor straw by tacking with emulsified asphalt suitable mulch. Anchor straw by tacking wish emulsified asphalt U
at a rate of 10 allons er 1 000 s uare feet or 0.10 allons at a rate of 10 allons er 1,000 s uare feet or 0.10 allons Z ( 9 P q 9 ( A p q g Q per square yard), netting, or roving or by crimping with a mulch per square yard), netting, or roving or by crimping with a mulch 1 ~ ~ 8'-0" MAXIMUM
anchoring tool. anchoring tool. J ~ W ~ J
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SEEDBED PREPARATION t_ SILT FENCE FABRIC IN TAL ED
1. CHISEL ANY COMPACTED AREAS AND SPREAD EXISTING STOCK PILED W MINIMUM 1PGAUGE LINE WIRES SECOND WIRE FROM TOP MINIMUM 12-ll2 GAUGE INTERMEDIATE WIRES
3' CLEAR TO TOPSOIL IN AREAS SPECIFIED AS LAWN. 23'r TREES OR SIGNS U
7/M~'A~ 2'SHOULDER H'WIDE TRAIL (TYP.) 2'SNOULDER 3'TO SWALE GRADE L
2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8" SEE PLAN `nV1
(AREAS TO RECEIVE GRASS HAVE NO LESS THAN 8" SOIL DEPTH 2%CROSSSLOPE iii
3. REMOVE ALL LOOSE ROCK, ROCKS, AND OTHER OBSTRUCITONS LEAVING 'za~~`~~ ~ , I - ~ - Q~,~~~
SURFACE RESONABLY SMOOTH AND UNIFORM. e'-s°GRAVEL 3,`~p FRONT VIEW
3„ 2 r (Mp,~ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFRMLY AS ~ 11,2„ ~ STEEL POST
PER SPECIFICATION AND MIX WELL WITH SOIL ~-1 2"TYPE I-2 ASPHALT MIX NOTE: WOVEN WIRE FABRIC
- j GEOTEXTILE FABRIC INSTALL PER SPECS i. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES SILT FENCE FABRIC ~ NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF I
5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, RESONABLY ~ ' 6" AGGREGATE BASE COURSE UNIFORM SEEDBED IS PREPARED TO A 6 DEPTH. CONCENTRATED FLOW. of 2
COMPACTED SUBGRADE - i ti 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO ~ ~ FILL SLOPE
6. SEED AT RATE SPECIFIED, ACHIEVE AND MAINTAIN MINIMUM 90% PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND n~i ~ TO REMOVE PRESSURE ON THE SILT FENCE. II ~ A<'~i
COVERAGE PRIOR TO FINAL ACCEPTANCE. SIDE SLOPES SHALL BE MAX. 3:1UNLESS .x~.., GRADE
OTHERWISEINDICATED ON LAYOUT PLANS. 6" MINIMUM COVER OVER SKIRT
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN CUT AND FILL SLOPES SHALL TIE INTO 0 i
THOROUGH WATERING OF GRASSED AREAS IMMEDIATELY UPON EXISTING SLOPES TO CREATE INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. AN EVEN TRANSITION. Notes, N ANCHOR SKIRT AS DIRECTED
i. Cross slope direction varies. See layout plans for direction of slope. 2. Amount of cross slope varies between 0%and 2%. See layout plans. BY ENGINEER `
8. INSPECTALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR 3. Contractor is responsible for re-eslablishingallslopes disturbed by construction.
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD SIDE VIEW Date Issued: 12111/09
BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES. 1 SILT FENCE DETAIL scale AS NOTED
I L AIL E TI 8 A PHA 4 9. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE LD-01 Not to Scale Drawn by: BLM
OFLAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE. LD-01 Not to Scale Checked by: CAF
10. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE
DRAWINGS, THE WRITTEN SPECIFICATIONS SHALL PREVAIL.
LD~01
Trail Details