20071050 Ver 2_Site Plan_20081003

Reynolds
& Jewell

11
See
Sheet
L102

See Sheet L104
Landscape Architecture
Land Planning
218 Snow Ave
Raleigh NC 27603
X919) 821-5074
fax X919) 821-5139
www.rey noldsjewe II. co m
Project :
Centennial Campus
Greenway Phase II
Raleigh, North Carolina
Client:
NC State University
NCSU Project No.: 080004
RJ Project No.: 061204
Drawing Title :
Indicator Map
NOTES:
FUTURE PHASE ~ LIMITS OF PHASE II
1. THE CONTRACTOR SHA DNTRACTOR SHALL VERIFY Reynolds
(NOT INCLUDED IN CONTRACT) (INCLUDED IN CONTRACT) EXISTING GRADES SHOWN GRADES SHOWN ON THE
PLANS PRIOR TO COMMEP WORK OPERATIONS. IOR TO COMMENCING ANY 'ERATIONS. & Jewell
2. THE CONTRACTOR SHA DNTRACTOR SHALL PROVIDE
EROSION CONTROL MEAS CONTROL MEASURES AS
REQUIRED BY NC DEPART ENVIRONMENTAL NATURA ) BY NC DEPARTMENT OF MENTAL NATURAL RESOURCES
TO PREVENT SOIL EROSI01~ NT SOIL EROSION AND
, DISCHARGE OFSOIL-BEAR :~E OF SOIL-BEARING WATER Landscape Architecture
RUNOFF OR AIRBORNE DU ADJACENT PROPERTIES, N DR AIRBORNE DUST TO IT PROPERTIES, WALKWAYS, Land Planning
i ° AND PROTECTED NATURAI ~TECTED NATURAL AREAS.
3. UPON COMPLETION Of COMPLETION OF PROPOSED 218 Snow Ave
. , INSTALLMENTS, REMOVE EI ENTS, REMOVE EROSION AND FATION CONTROLS. RESTORE Raleigh NC 27603
DWQ STREAM IMPACT AREA #7 SEDIMENTATIONCONTROI ~ ~ AND STABLIZE AREAS DISTI 3LIZE AREAS DISTURBED DURING
0 -30 BUFFER ENCROACHMENT: 1 100 SF REMOVAL. L.
30'-50' BUFFER ENCROACHMENT: 865 SF [phone]
fax [phone]
www.reynoldsjewell.com
BUFFER ENCROACHMENT NECESSARY TO
DWQ STREA '-30' BUFFE 30'-50' BUFFE STREAM IMPACT AREA #7 CROSS EXISTING CULVERTED
BUFFER ENCROACHMENT: 1 100 SF
' INTERMITENT STREAM ' BUFFER ENCROACHMENT: 865 SF Consultants:
BUFFER ENC NEW ASPHALT PATH SHALL TERMINATE / CROSS EXIS AT PROPERTY BOUNDARI~ INTERMITEN SCOPE OF WORK; ACTUAL LIMITS OF 2~ .R ENCROACHMENT NECESSARY TO
~S EXISTING CULVERTED
f ~MITENT STREAM
~v
~o 2
_
s
0
SCALE: 1" = 30' 0
WORK SHALL BE A NARROW PATHWAY ~
CONFINED TO EXTENTS OF PROPOSED
GRADING ALONG PROPOSED PATH S;
~s;
_ Seal:

~~:Soil Te\Site
SCOPE OF WORK ACTUAL LIMITS OF WORK
SHALL BE A NARROW PATHWAY CONFINED TO
r,+,
EXTENTS OF PROPOSED GRADING ALONG
\ \ ~ NEW TEMPORARY SILT FENCE ~ soi~ rest site \ N ~ ail Test Site #8 PROPOSED PATH Y Project
r
~ \
Soil Test Site #7
ry
~t~~,i~ NCSU Centennial
5 Soil Test Site #6 ~ ~ ,
Greenways Phase 2
; ~ Raleigh, North Carolina
\ ~ ~ NEW ASPHALT PATH; 8' WIDE WITH 1' - _ ~1° ~ ~ ~
~ ~ ~ \•c~ ABC APRON ON EACH SIDE Client:
\ \ \ \ \ ~ l ~ ~ v., { t Soil Test Site #5 NC State University
t t ~ ~ r ~ i~ .f Project No.: 080004
SO k
\ ~ r 't ~ ~ ' _ f. ~ _ ,
9 ~ _ _ ' ' 6 ~ ~
~ ~ \ ~ X C 281 ~ ~ ,poll Test Site #4
~
~ \ ~
\ ~ ~ N ~ ,
~ \ ~ ~ \
n ~ ~ ~
\ ~ \ \ \ INSTALL ( ~ \ \ _ / + \ 1 PIPES T i ~ I I NE \ ~ ~ ~ STALL 3 24 CORRUGATED HALF ~ - _
Soil Test Site #3 PIPES TO CONVEY STORMWATER
l \ ~ BENEATH PATHWAY ~
~ ~ ~ \
i~ ¦ ~ u
NEW TEMPORARY SILT FENCE ~ ~ ~1 .l
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Soil Test Site #2
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it ~ n
Soil Test Site # 1 \
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II I ~ \ SOIL PROBING ROBING APPROXIMATELY EVERY 50 ' a
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30' I ,
B U FF E R 1 O Y r i ~ \ i
~ ~ ~ ~ ~ ~ i ~ ~ ~ Y ~
7 ~o - LIMITS OF PHASE II ~ r
~ \ ~ i
INCLUDED IN CONTRACT ~ - - ,r
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UNDERGROUND UTILITIES NOTES ~ ~ ~ ~ ~ 7
1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE \ ~ ~
APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO BEGINNING LAYOUT AND PRIOR TO a' I r 0 ~ ~
BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE ~ I i
MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED. ® ~ ~
2. THE CONTRACTOR SHALL INSPECT ALL EXISTING UTILITIES MARKED ON THE SITE. IF DISCREPANCIES ARE ~2 ~ 8~ a _ N
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE NOT INCLUDED IN N ~00 n, ~ ~
ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK. X N CONTRACT
N 4 2 2s
0 281 _
NOTES
1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE. ~ ~ 2 8~ ~ ~
.00~ ,
2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE LEGEND , 2
ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK. 82 . S~ ~
3. THE CONTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN o
INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES. GRADES SHOWN FOR o, -
EROSION CONTROL MAINTENANCE PRC 4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING ENANCE PROGRAM INSPECTION SCHEDULE: ~ FUTURE GREENWAY ~ ~ X80
IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL 1. ALL EROSION AND SEDIMENT CONTROL PRACTICE; ~ ~TROLPRACTICESWILLBEINSPECTEDANDMAINTAINEDBY G REFERENCE ONLY SEE
INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. • • • • NOT IN CONTRACT CONTRACTOR FOR STABILITY AND OPERATIONS FOLL( ~ a m OPERATIONS FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDS -n PLAN ABOVE FOR PHASE II JEEK. ANY NEEDED REPAIRS OR SEDIMENT REMOVAL SHALL BE MADE ~
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS. IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGf GOOD WORKING ORDER MAY RESULT IN ISSUANCE C CTICES AS DESIGNED. FAILURE TO KEEP EROSION CONTROL DEVICES IN ~ GRADING AT END OF NEW LT IN ISSUANCE OF A STOP WORK ORDER. 28~ ~ ~ °
BOARDWALK 82
6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO 2. SEDIMENT SHALL BE REMOVED FROM BLOCK AND So. OM BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE
ASPHALT PAU~NCi CAPACITY HAS BEEN APPROXIMATELY 50%FILLED. GI INSTALLAION. _Y 50% FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. S PROPERLY.
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE S OM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP
AT THE FENCE. THE SEDIMENT FENCE SHALL BE INSTALI SHALL BE INSTALLED AS NECESSARYTO MAINTAIN A BARRIER. DD 1 1 /07/2007
1 ~ FROM A TEMPORARY SEDIMENT OR EROSION CONTROL DEVICE CID 10/02/2008
BOARDWALK 4. ALL SEDIMENT SHALL BE REMOVED FROM A TEMPC PRIOR TO ITS REMOVAL. TEMPORARY CONTROL DEVI Y CONTROL DEVICES SHALL BE REMOVED BY STARTING UP STREAM OR Issue:
UP SLOPE TO INSURE SEDIMENT CONTROL DURING RED TROL DURING REMOVAL PROCESS.
ILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO Drawn By: BM
GENERAL NOTE: 5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED SPECTIFICATIONS TO MAINTAIN A VIGOROUS, DENSE POROUS, DENSE VEGETATIVE COVER. Checked By:
SURVEY PROVIDED BY OTHERS. EXISTING GRADES AND LOCATION OF EXISTING 0-30' BUFFER ZONE 6. SEDIMENT MAY Nor BE DUMPED WHERE EROSION NHERE EROSION CAUSES AN UNSIGHTLY SCAR OR WHERE SEDIMENT Scale:
~ , ~ OO SQ FT CAN REACH A STREAM. REMOVE SEDIMENT FROM TH STRUCTURES AND UTILITIES MUST BE FIELD VERIFIED. PROPOSED WALKS, STRUCTURES, AND sPREADTHE MATERIALTO UNIFORM DEPTH,sEEDANC :DIMENT FROM THE DEVICES AND PLACE IT IN A SUITABLE LOCATION. DEPTH, SEED AND STABLIZE IT. 1 "=40'-0"
FINAL GRADES WILL BE DETERMINED IN FIELD. 7. NO LAND DISTURBING ACTIVITY BEYOND THAT REQ EYONDTHAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL ~ Drawing Title :
MEASURES MAY PROCEED UNTIL EROSION CONTROL >SION CONTROL MEASURES ARE INSPECTED AND APPROVED BY ;T.
30,-50~ BUFFER ZONE OWNER AND LANDSCAPE ARCHITECT. ALL WALKWAYS ARE TO BE ACCESSIBLE WITH SLOPES LESS THAN 5% WITHOUT HANDRAILS. Layout Plan
865 SQ FT 8. SEED OR OTHERWISE PROVIDE GROUND COVER D ',OUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION FOR ALL EXPOSED SLOPES WITHIN 15 WORKI WITHIN 15 WORKING DAYS OF COMPLETING ANY PHASE OF GRADING.
9. INSTALL SILT FENCE AROUND ALL CATCH BASINS, D CATCH BASINS, DROP INLETS OR INLET STRUCTURES WITHIN THE
CONSRUCTION/DISTURBED AREAS. ~ ~
Sheet No. :
i
0 20 40 80 160
/ ~ ~ /
L~ 1 01

\ L ~ r - ~ ~ - I F
/ ~ 29 OO ; NOTES: )TES:
L.L "
~ ~ T x ~ 11. THE CONTRACT01 HE CONTRACTOR SHALL VERIFY Reynolds
¦ 2 ~ EXISTING GRADES SH TING GRADES SHOWN ON THE
J PLANS PRIOR TO CO. NS PRIOR TO COMMENCING ANY
SOIL PROBING APPROXIMATELY EVERY 50' WORK OPERATIONS. W RK OPERATIONS. & Jewell
. i/ i ' ; ~ 2. THE CONTRACTOI HE CONTRACTOR SHALL PROVIDE
EROSION CONTROL i C, ~ 6ION CONTROL MEASURES AS
l; REQUIRED BY NC DEI ~ - !UIRED BY NC DEPARTMENT OF
. ~ ~ ~ ~ C~ ~ ENVIRONMENTAL Np ~ ~ TO PREVENT SOIL ER( 'IRONMENTAL NATURAL RESOURCES 'REVENT SOIL EROSION AND
DISCHARGE OF SOIL :HARGEOFSOIL-BEARING WATER Landscape Architecture
~ ~ LIMITS OF PHASE II ~ RUNOFF OR AIRBORP TOFF OR AIRBORNE DUST TO
~ (INCLUDED IN CONTRACT) ® " ¦ ADJACENT PROPERT ACENT PROPERTIES, WALKWAYS, Land Planning
I AND PROTECTED NA ~ ° , ) PROTECTED NATURAL AREAS.
~ / FILL TO ~ , o + ' 13. UPON COMPLETIC 1PON COMPLETION OF PROPOSED 218 Snow Ave
\ ~ / . ~ MEET NEW E 27 ~ INSTALLMENTS, REMC ALLMENTS, REMOVE EROSION AND
~ \ \ / BOARDWALK SEDIMENTATION COI ¦ ' ANDSTABLIZEAREAS IMENTATION CONTROLS. RESTORE Raleigh NC 27603 ) STABLIZE AREAS DISTURBED DURING
REMOVAL. 1OVAL.
[phone]
1
L- fax [phone]
~ - www.reynoldsjewell.com
\ \ NOT INCLUDED IN
\ \ \ CONTRACT a Consultants:
~ \ \ 1 ~ {I
L r o
l ' r.
I o r
PHASE II GRADING PLAN -END OF NEW BOARDWALK
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1~ 11
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' ~ ~ ' I ~ ~
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L~~
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( ~ '
ry~ SCOPE OF WORK; ACTUAL LIMITS OF WORK
SHALL BE A NARROW PATHWAY CONFINED TO ~C '
- EXTENTS OF PROPOSED GRADING ALONG ~
PROPOSED PATH Seal:
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Project
x 2 , So NCSU Centennial
e - <9 ~ - _ _ Lx_x-x _x_xx-x~X~X_
6 - Greenways Phase 2
28~ ~ , ~ : i. i i Raleigh, North Carolina
d ~ ~ ....I.
°o N ~y/ i _ ~vJ y~ ~
Client:
11 NC State University
- 2 ~ ~ ~ o-- L' 1 _ - Project No.: 080004
_ ~ ¦ -
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NEW TEMPORARY SILT FENCE I l
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SOIL PROBING APPROXIMATELY EVERY 50'~ i/ _ ~1
' ¦ i i - ~s tr
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0 ' ~t ~ -J ~ l ! ~ - ~ _
LIMITS OF PHASE II , / , ~ r ¦ L~ _ ~ ~
\ ~ (INCLUDED IN CONTRACT) ~ ~ ~y~~ _
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\ ~ tii~ y J_.....
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~ ~ ~ ~ ® ~ ~ ~ r _ ® d
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\ \ ~ \ \ NOT INCLUDED IN ~ ~ ~ej ~ f
\ \ \ CONTRACT f N
N Paz 1 I C 7 I
~ ~ ~ ~ zap ~ ' ~ t
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\ 281
• 284
2g 2s~x
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~ ~ q GRADES SHOWN FOR , ,
. W FUTURE GREENWAY • ' 28 ~3 •
O, ~ ~gN 2 28 G REFERENCE ONLY; SEE a' ~ 2 ~N ~ ~ 2~o M J ~ 2g2 0 283
G -n PLAN ABOVE FOR PHASE II 2~ MIN r
F ~ GRADING AT END OF NEW x ~ _ • 282 ~ -
280 28 ~ ~ ~ BOARDWALK 250 ~ ~o _ 2$1 1
~ " • _ ~ / < n/ 1
28 ~ ~ 2 _ _ - 8 - - _ ~ - ~ ~ ~
~ 282 •
- ~ s N • o• - ~ •
N • V - - 280.80 + ~ SO 28p • U ~ 5~ ~
UNDERGROUND UTILITIES NOTES ~ - ~ ' q • ~ , ~
. - - _ • 281 ?82
1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE i . • ~ ~ ~ + 280.50 5~~~ . • q
APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO BEGINNING LAYOUT AND PRIOR TO N 27
BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE ~ MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED. e ! 0 28 282 282, `Zal ~ Orb 0
2. THE CONTRACTOR SHALL INSPECT ALL EXISTING UTILITIES MARKED ON THE SITE. IF DISCREPANCIES ARE ~ j
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK.
_ ~ ~
\ / / ~
NOTES ~ \ i -
~ /
1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE.
2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE e
ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK.
3. THE CONTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN
INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES.
EROSION CONTROI JN CONTROL MAINTENANCE PROGRAM/ INSPECTION SCHEDULE:
4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING
IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL 1. ALL EROSION AND SED INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR FOR STABIL 20SION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED AND MAINTAINED BY CTOR FOR STABILITY AND OPERATIONS FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN
=LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS OR SEDIMENT REMOVAL SHALL BE MADE
LEGEND NO CASE LESS THAN ONC 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS. IMMEDIATELY TO MAINTAI ~TELYTO MAINTAIN ALL PRACTICES AS DESIGNED. FAILURE TO KEEP EROSION CONTROL DEVICES IN
GOOD WORKING ORDER VORKING ORDER MAY RESULT IN ISSUANCE OF A STOP WORK ORDER.
• • • • NOT IN CONTRACT 6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO 2. SEDIMENT SHALL BE REP TENT SHALL BE REMOVED FROM BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE
INSTALLAION. CAPACITY HAS BEEN APP Y HAS BEEN APPROXIMATELY 50~ FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONC T POOL NO LONGER DRAINS PROPERLY.
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. 3. SEDIMENT SHALL BE REP IENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP
ASPHALT WALK AT THE FENCE. THE SEDIM =NCE. THE SEDIMENT FENCE SHALL BE INSTALLED AS NECESSARYTO MAINTAIN A BARRIER. DID 1 1 /07/2007
CID 10/02/2008
4. ALL SEDIMENT SHALL BE PRIOR TO ITS REMOVAL. T DIMENT SHALL BE REMOVED FROM A TEMPORARY SEDIMENT OR EROSION CONTROL DEVICE ITS REMOVAL. TEMPORARY CONTROL DEVICES SHALL BE REMOVED BY STARTING UP STREAM OR
UP SLOPE TO INSURE SEDI~ TO INSURE SEDIMENT CONTROL DURING REMOV,4L PROCESS. Issue:
GENERAL NOTE: ELEVATED BOARDWALK s. ALL SEEDED AREASSHP =EDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO Drawn By: BM
SPECTIFICATIONS TO MAID ~ATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. Checked By:
IENT MAY NOT BE DUMPED WHERE EROSION CAUSES AN UNSIGHTLY SCAR OR WHERE SEDIMENT Scale:
SURVEY PROVIDED BY OTHERS. EXISTING GRADES AND LOCATION OF EXISTING b. sEDIMENT MAY Nor BE CAN REACH A STREAM. F NCH A STREAM. REMOVE SEDIMENT FROM THE DEVICES AND PLACE IT IN A SUITABLE LOCATION.
STRUCTURES AND UTILITIES MUST BE FIELD VERIFIED. PROPOSED WALKS, STRUCTURES, AND sPREADTHE MATERIALTo SHE MATERIAL TO UNIFORM DEPTH, SEED AND STABLIZE IT. r 1 "=40'-0"
FINAL GRADES WILL BE DETERMINED IN FIELD. No LAND DlsruRBINO, 1ND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL
CONCRETE PATH MEASURES MAYPROCEEC .S MAY PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY Drawing Title :
OWNER AND LANDSCAPE ALL WALKWAYS ARE TO BE ACCESSIBLE WITH SLOPES LESS THAN 5~ WITHOUT HANDRAILS. AND LANDSCAPE ARCHITECT.
8. SEED OR OTHERWISE PF ~R OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN Layout Plan
EROSION FOR ALL EXPOSE I FOR ALL EXPOSED SLOPES WITHIN 15 WORKING DAYS OF COMPLETING ANY PHASE OF GRADING.
9. INSTALL SILT FENCE ARC CONSRUCTION/DISTURBE[ LL SILT FENCE AROUND ALL CATCH BASINS, DROP INLETS OR INLET STRUCTURES WITHIN THE CTION/DISTURBED AREAS.
Sheet No. :
gi
0 20 40 80 160
L~ 102

i
V I } 4 1 ~ t i NOTES: NOTES:
i ~ ~ ~ ~ i ~ ^ a_ I it I I i j
V/ I ~ ~ , ! i ~il.__. I i ~ i I i ~ I. THE CONTRAC ~ ~ ~ ~ ~ ORK OPERAiIO I ~ EXISTING GRADES . THE CONTRACTOR SHALL VERIFY Reynolds
XISTING GRADES SHOWN ON THE
f ~ - 1 I ~ SANS PRIOR TO U, I; LANS PRIOR TO COMMENCING ANY
5 4 r ~ ~ I I ?ORK OPERATIONS. & Jewell
4-,_ 1` ~ t . THE CONTRACTOR SHALL PROVIDE
i j EROSION CONTR ' ~ REQUIRED BY NC ~ ~ ENVIRONMENTAL ROSION CONTROL MEASURES AS
EQUIRED BY NC DEPARTMENT OF
~ - ~ ~ / TO PREVENT SOIL NVIRONMENTAL NATURAL RESOURCES D PREVENT SOIL EROSION AND
i 1 l ~ n _ , r/" I DISCHARGE OF S I RUNOFF OR AIRB J J~.._.. dSCHARGE OF SOIL-BEARING WATER Landscape Architecture
r t UNOFF OR AIRBORNE DUST TO
0 ~ ~ , ' _ r~Z ADJACENT PROP _J I ,DJACENT PROPERTIES, WALKWAYS, Land Planning
wl - AND PROTECTED j ,ND PROTECTED NATURAL AREAS.
0 - ~ , _ i 3. UPON COMPL MSTALLMENTS, RE I _ - _ SEDIMENiATION . UPON COMPLETION OF PROPOSED 218 Snow Ave
1 JSTALLMENTS, REMOVE EROSION AND
AND STABLIZE AR ~ ~ REMOVAL. EDIMENTATION CONTROLS. RESTORE Raleigh NC 27603 ,ND STABLIZE AREAS DISTURBED DURING
EMOVAL.
~ a~ • E ~ I I i [phone]
c~ ~
fax [phone]
0 t 4 ~ i a Y: www.reynoldsjewell.com
1:/
I I Consultants:
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~ ~ ~
d t _ ~ i ! i ! /i \ ~ ~ ` I I NEW ASPHALT PAVING; BETWEEN Seal:
~ ! ~ I a I/ ~ ~ 1 ~ \ ~ ~ \ ~ ~ NEW BRIDGE AND EXISTING PATH
I ~ ~ r ,1 ~ ! ~
1 ~ j" ! 1 ~ i ~ ~ , J ,~l ~ 1 i
i J i ~ r ~ ~ ~ ~ ~ \ NEW BRIDGE; OFFSET 5' FROM SEWER LINE; POINT OF
i j ~ ~ ~
ti ~ ! i; CC t LIMITS QF,~ ~ ~ ~ \ \ \ ~ BEGINNING AT INTERSECTION OF BRIDGE
PHASE II ~ ~ ~ I ~ NORTHEAST CORNER AND EDGE OF EXISTING
~ 1 r ~ __----4_
a ~ NOT INCLUDED LUDED (INCLUDED IN ~ ~ ~ ~ GREENWAY; CONTINUE RIP RAP BANK STABILIZATION ~ ~ AND CARRY 10' SOUTH OF NEW BRIDGE ON BOTH
I NORTH CREEK (TRACT CONTRACT) ~ 'I BANKS; ALIGN RIP RAP AT TOP AND BOTTOM OF BANK
IN CONTRACT
POND #1 0 ~ / I WITH EXISTING RIP RAP

Project
I t ~ ~ ' ~ ~ ~ I LIMITS OF PHASE II INCLUDE; SOIL BORING TESTS AT NCSU Centennial
t~ t BRIDGE ABUTTMENT LOCATIONS, NEW BRIDGE, ASPHALT
EXISTING RIP RAP BANK ~ f , ~ I~ / ' / / I PAVING NECESSARY TO MEET EXISTING PATH ON EAST Greenways Phase 2
( STABILIZATION• TYP. / ~ { ~ ~ i Raleigh, North Carolina
-tk ~ ~ j ,1 ~ ~ r S9 I f j ~ END ONLY, RIP RAP ON BANKS, AND RESEEDING
~E j 1. ~ r~
i .y ~r 0 t ~ ~ _ ~ ! I I DWQ STREAM IMPACT AREA #1 Client:
/ \ 35°46'04.22"N 78°40'47.68"W NC State University
~ ~ 0'-30' BUFFER ENCROACHMENT: 1,090SF
I °'1 ;'fr }J ~ Project No.: 080004
~f ~ ~ I' I ~ / 30'-50' BUFFER ENCROACHMENT: 0 SF
~ ~ ~ ~ r J ~ I I NEW TEMPORARY SILT FENCE; AT TOE
. - t ' ~ „t J
1 II I ~ r ~ ~ I I / I I OF SLOPE, BOTH SIDES OF BRIDGE,
f ~ I ' ~ BOTH SIDES OF BANK; TYP.
t: s ~ ~ Q
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a--~J~
o ~ ~
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l".7q-~v r~ ~ ~T~~~ ~ r / / ~y / SCALE: 1" = 30'-0"
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UU \ i ~
F. S/0 NEW ASPHALT PAVING; BETWEEN
N I ~ NEW BRIDGE AND EXISTING PATH
284 2
UO 4 k ~~3 NEW BRIDGE; OFFSET 5' FROM SEWER LINE; POINT OF by
~o
- ~ LIMITS 0 BEGINNING AT INTERSECTION OF BRIDGE ® NORTHEAST CORNER AND EDGE OF EXISTING
PHASE II ~
283 GREENWAY; CONTINUE RIP RAP BANK STABILIZATION NOT INCLUDED (INCLUDED IN
2ss ~ AND CARRY 10 SOUTH OF NEW BRIDGE ON BOTH ~ IN CONTRACT CONTRACT) BANKS; ALIGN RIP RAP AT TOP AND BOTTOM OF BANK
WITH EXISTING RIP RAP 2s2
~1 LIMITS OF PHASE II INCLUDE; SOIL BORING TESTS AT
BRIDGE ABUTTMENT LOCATIONS, NEW BRIDGE, ASPHALT
m PAVING NECESSARY TO MEET EXISTING PATH ON EAST END ONLY, RIP RAP ON BANKS, AND RESEEDING
DWQ STREAM IMPACT AREA #1 i
35°46'04.22"N 78°40'47.68"W
I ~ 0'-30' BUFFER ENCROACHMENT: 1,090SF
30'-50' BUFFER ENCROACHMENT: 0 SF
- - NEW TEMPORARY SILT FENCE; AT TOE ~ ~
OF SLOPE, BOTH SIDES OF BRIDGE,
BOTH SIDES OF BANK; TYP.
_ s, 0 EXI TIN PARKIN AREA
S G G AND BOAT DOCK
UNDERGROUND UTILITIES NOTES LEGEND
1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE PHASE IIB BEGINS HERE
APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO BEGINNING LAYOUT AND PRIOR TO ~ ~ ~ ~ NOT IN CONTRACT
BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE IN TALL RIP-RAP DETENTI NBA IN AB VE S 0 S 0
MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED. PATH; CARY STORMWATER THROUGH (3) 24" ~ i
- r ~ HALF PIPES UNDER PATHWAY INTO RIP RAP
2. THE CONTRACTOR SHALL INSPECT ALL EXISTING UTILITIES MARKED ON THE SITE. IF DISCREPANCIES ARE LEVEL PREADER 'f S ,
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK. EXISTING PATH NEW SILT FENCE
NOTES
EROSION CONTROL MAINTENANCE PROGRAM 1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE. .E PROGRAM/ INSPECTION SCHEDULE: ~
METAL BRIDGE 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE CONTRACTOR FOR STABILITY AND OPERATIONS FOLLOWING E' ACTICES WILL BE INSPECTED AND MAINTAINED BY JS FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN
ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK. NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIF YNEEDED REPAIRS OR SEDIMENT REMOVAL SHALL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. FAIL > DESIGNED. FAILURE TO KEEP EROSION CONTROL DEVICES IN ~
3. THE CONTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF A STOP ANCE OF A STOP WORK ORDER. \
INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES. CONCRETE PATH 2. SEDIMENT SHALL BE REMOVED FROM BLOCK AND GRAVEL I ;K AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE
4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING CAPACITY HAS BEEN APPROXIMATELY 5070 FILLED. GRAVEL SHE LED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE ~ DD 1 1 /07/2007
SEDIMENT POOL NO LONGER DRAINS PROPERLY. IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL CID 10/02/2008
INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT JD THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP a
AT THE FENCE. THE SEDIMENT FENCE SHALL BE INSTALLED AS NE INSTALLEDAS NECESSARYTO MAINTAIN A BARRIER. ~ ~ ~ - ~ ~ ` Issue:
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS. ELEVATED BOARDWALK 1 1
4. ALL SEDIMENT SHALL BE REMOVED FROM A TEMPORARY SE[ PRIOR TO ITS REMOVAL. TEMPORARY CONTROL DEVICES SHAL ,TEMPORARY SEDIMENT OR EROSION CONTROL DEVICE ~ ~ OL DEVICES SHALL BE REMOVED BY STARTING UP STREAM OR ~ Drawn By: BM
6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO UP SLOPE TO INSURE SEDIMENT CONTROL DURING REMOVAL P JNG REMOVAL PROCESS. ~ Checked By:
INSTALLAION. 1 , i r Scale:
5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECE SEEDED AS NECESSARY, AND MULCHED ACCORDING TO ~ DENSE VEGETATIVE COVER. ~ ~ NEW A PHALT PATH '
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. ASPHALT PATH SPECTIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATI S ,8 1 i 1 "=40'-0"
6. SEDIMENT MAY NOT BE DUMPED WHERE EROSION CAUSES P WITH 1 GRAVEL APRON OSION CAUSES AN UNSIGHTLY SCAR OR WHERE SEDIMENT ~
CAN REACH A STREAM. REMOVE SEDIMENT FROM THE DEVICE " BOTH SIDES ROM THE DEVICES AND PLACE IT IN A SUITABLE LOCATION. ~ 1 Drawing Title:
GENERAL NOTE: SPREAD THE MATERIALTO UNIFORM DEPTH, SEEDAND STABLIZE 0'-30' BUFFER ZONE :ED AND STABLIZE IT. ~ " ~ " i i I
ENCROACHMENT 7. NO LAND DISTURBING ACTIVITY BEYOND THAT REGUIREDTO FAT REQUIREDTO INSTALL APPROPRIATE EROSION CONTROL ~ I I 1 Layout Plan
SURVEY PROVIDED BY OTHERS. EXISTING GRADES AND LOCATION OF EXISTING MEASURES MAY PROCEED UNTIL EROSION coNTRO~ MEASURE ~ ,090 Sq ft OWNER AND LANDSCAPE ARCHITECT. )NTROL MEASURES ARE INSPECTED AND APPROVED BY ~ " " ,
STRUCTURES AND UTILITIES MUST BE FIELD VERIFIED. PROPOSED WALKS, STRUCTURES, AND ~ ~
FINAL GRADES WILL BE DETERMINED IN FIELD. a. sEED oR oTHERwISE PROVIDE GROUND covER DEVICES o OVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN t "
30'_50' BUFFER ZONE EROSION FOR ALL EXPOSED SLOPES WITHIN 15 WORKING DAYS i WORKING DAYS OF COMPLETING ANY PHASE OF GRADING.
ENCROACHMENT 9. INSTALL SILT FENCE AROUND ALL CATCH BASINS, DROP INLE 4SINS, DROP INLETS OR INLET STRUCTURES WITHIN THE Sheet No. :
ALL WALKWAYS ARE TO BE ACCESSIBLE WITH SLOPES LESS THAN 5% WITHOUT HANDRAILS. ~ Sq ft CONSRUCTION/DISTURBED AREAS.
0 20 40 80 160
1,:' L~ 103

NOTES: OTES:
1. THE CONTRACTC THE CONTRACTOR SHALL VERIFY Reynolds
EXISTING GRADES S (STING GRADES SHOWN ON THE
PLANS PRIOR TO C( \NS PRIOR TO COMMENCING ANY
WORK OPERATIONS DIRK OPERATIONS. & Jewell
~ EXISTING PARKING AREA \ 2. THE CONTRACTC THE CONTRACTOR SHALL PROVIDE
~ I AND BOAT DOCK EROSION CONTROL DSION CONTROL MEASURES AS
REQUIRED BY NC DI DUIRED BY NC DEPARTMENT OF
. ~ PHASE IIB BEGINS HERE ENVIRONMENTAL N VIRONMENTAL NATURAL RESOURCES.
Landscape Architecture
~ INSTALL RIP-RAP DETENTION BASIN ABOVE
~ PATH; CARY STORMWATER THROUGH (3) 24" Land Planning
HALF PIPES UNDER PATHWAY INTO RIP-RAP ~
~ i LEVEL SPREADER 218 Snow Ave
~ ~ i ~ i ~-j ~ ~ ____,%I I ; ~ ~ i I~ I NEW SILT FENCE
Raleigh NC 27603
[phone]

i fax [phone]
www.reynoldsjewell.com
I
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Consultants:
- - - PHASE I (EXISTING)
ENDS HERE - -
\ ~
\ \ NEW ASPHALT PATH, 8' WIDE 'IDE
~ITH 1' GRAVEL APRON ON )N
~ ~ BOTH SIDES
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Project
NCSU Centennial
Greenways Phase 2
LAKE RALEIGH Q~D~ VT Raleigh, North Carolina
Client:
~ ' NC State University
Project No.:
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1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE
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BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE \ MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED. , 0
2. THE CONTRACTOR SHALL INSPECT ALL EXISTING UTILITIES MARKED ON THE SITE. IF DISCREPANCIES ARE `
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK. I
1 y } I.
} ~y__~_____ ~ v `l~ _ _ _
NOTES '
` ~ I.
1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE. ~ , 7
2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ~ t
1 ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK. fit, _ ~ ~ 'r

3. THE CQNTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN ZJ , y
INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES. ~ ~
y'~ , ~ '
4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING 7 r
IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL LEGEND INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS.
I ~
6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO
INSTALLAION. ~
BOARDWALK ` DD 1 1 /07/2007
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. O DDC R 1 /M/ 08
Issue:
A PHALT PATH S , Drawn By: BM
Checked By:
~ 4 Scale:
ENERAL N TE~ G 0.
1 "=40'-0"
BASE MAP IS A WAKE COUNTY GIS AERIAL MAP. EXISTING GRADES AND LOCATION 0-30' BUFFER ZONE
F EXI TIN TR T RE AND TILITIE M T BE FIELD VERIFIED PR P ED WALK 0 SQ FT O S G S UC U S U S US 0 OS S, Drawing Title:
STRUCTURE AND FINAL GRADES WILL BE DETERMINED IN FIELD. Layout Plan
ALL WALKWAYS ARE TO BE ACCESSIBLE: 30-50 BUFFER ZONE
2.5% SLOPE WITHOUT HANDRAILS OR 0 S FT Q
>5.8!33~ WITH HANDRAILS AT MAX 30'RUN AND 5' LANDINGS @2~ SLOPE
~ ) Sheet No. :
~ ~
0 20 40 80 160
1
! _ 1 ~ ~ L~ 104

1 , i ~ NOTES: OTES:
/ \ \ \ ~ 1 ~ \ 1. THE CONTRACT \ ~ ~ \ \ EXISTING GRADESS THE CONTRACTOR SHALL VERIFY Reynolds
ti (STING GRADES SHOWN ON THE
ti ti `P PLANS PRIOR TO C \ ~ \ ~ \ WORK OPERATION 2. THE CONTRACT / \ \ EROSION CONTROL \NS PRIOR TO COMMENCING ANY
\1 DIRK OPERATIONS. & Jewell
ti THE CONTRACTOR SHALL PROVIDE
I DSION CONTROL MEASURES AS
\ REQUIRED BY NC D \ \ \ ~ \ ENVIRONMENTAL N DUIRED BY NC DEPARTMENT OF
l VIRONMENTAL NATURAL RESOURCES.
Landscape Architecture
t~
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\ \
218 Snow Ave

Raleigh NC 27603
s t
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'-30' BUFFER ENCROACHMENT: 1,360 SF fax [phone]
30'-50' BUFFER ENCROACHMENT: 985 SF www.reynoldsjewell.com
1 r4 - -'Y - - - BUFFER ENCROACHMENT NECESSARY FOR PATH Consultants:
t 'x...
- TO CROSS CULVERTED TEMPORAL STREAM
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SCOPE OF WORK; ACTUAL LIMITS OF WORK
V~ ~ 1 SHALL BE A NARROW PATHWAY CONFINED TO
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NEW ASPHALT PATH CONNECTS
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NEW ASPHALT PATH 8'
WIDE WITH 1' GRAVEL
APRON ON EACH SIDE

NEW SILT FENCE
\ ~ ti,

PEDEg~AN T / ~ ~ \ 'ti DWQ STREAM IMPACT AREA #2
r ~ ~ ~ ~ _ t 0'-30' BUFFER ENCROACHMENT: 1,360 SF
~ - 30'-50' BUFFER ENCROACHMENT: 985 SF
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TO CROSS CULVERTED TEMPORAL STREAM

SCOPE OF WORK; ACTUAL LIMITS OF WORK
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UNDERGROUND UTILITIES NOTES
1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE
APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO BEGINNING LAYOUT AND PRIOR TO
BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED.
2. THE CONTRACTOR SHALL INSPECT ALL EXISTING UTILITIES MARKED ON THE SITE. IF DISCREPANCIES ARE
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK.
NOTES ~ p _
I ~
1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE. ® ~
2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK.
3. THE CONTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN
INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES.
4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING
IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. LEGEND
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS.
6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO INSTALLAION.
D Dl~ I
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. BOARDWALK /1/'02'/'2'008
Issue:
Drawn By: BM
Checked By:
ASPHALT PATH Scale:
GENERAL NOTE: 1 "=50'-0"
BASE MAP IS A WAKE COUNTY GIS AERIAL MAP. EXISTING GRADES AND LOCATION Drawing Title:
OF EXISTING STRUCTURES AND UTILITIES MUST BE FIELD VERIFIED. PROPOSED WALKS, 0-30' BUFFER ZONE
Layout Plan
STRUCTURE AND FINAL GRADES WILL BE DETERMINED IN FIELD. 1360 SQ FT
ALL WALKWAYS ARE TO BE ACCESSIBLE:
2-5% SLOPE WITHOUT HANDRAILS OR 30'-50' BUFFER ZONE
Sheet No. :
>5.8.33% WITH HANDRAILS AT MAX 30'RUN AND 5' LANDINGS @2% SLOPE 985 SQ FT
0 25 50 100 200
105

NOTES: OTES:
\ \ THE CONTRACTOR SHALL VERIFY Reynolds
DWQ STREAM IMPACT AREA #4 1. THE CONTRACT BUFFER ENCROACHMENT NECESSARY FOR PANS ROR TO C PATHWAY TO CROSS TEMPORAL STREAM; `"°RK°`ER""°" 0'-30' BUFFER ENCROACHMENT: 1,100 SF 2. THECONTRACT 30'-50' BUFFER ENCROACHMENT: 761 SF EROSIONCONTROI (STING GRADES SHOWN ON THE
\ \ BU \NS PRIOR TO COMMENCING ANY
~ P \ DIRK OPERATIONS. & Jewell
THE CONTRACTOR SHALL PROVIDE
DSION CONTROL MEASURES AS
REQUIRED BY NC D ENVIRONMENTAL N DUIRED BY NC DEPARTMENT OF
VIRONMENTAL NATURAL RESOURCES.
NEW ELEVATED BOARDWALK; Landscape Architecture
~ MAX 30" HT. ABOVE GRADE Land Planning

. ~ 218 Snow Ave
• .
Raleigh NC 27603
[phone]
Soil Test Site # 10 ~
DWQ STREAM IMPACT AREA #4 ~ fax [phone]
` ~ Soil Test Site #11 ~ www.reynoldsjewell.com
`Soil Test Site #12 ~
Consultants:
\ ~ ~ 1 ir.Soil Test Site #14 Sp'_ / Soil Test Site #13` 0„ - / ~7
BUFFER ENCROACHMENT NECESSARY FOR
PATHWAY TO CROSS TEMPORAL STREAM; ~ ~ ~ \ / ~ - ,
0'-30' BUFFER ENCROACHMENT: 1,100 SF ~
30'-50' BUFFER ENCROACHMENT: 761 SF ~ _ ~
\ / i ~ • ~ .sue ~ \
~ ~ ` NEMAX 30"AHT. ABOVE BADE -
„ \ ~
~ ~ ~ ~ e
1 ~ ~ ~ ~
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_ ~a I'~Soil Test Site #10 ~ ~ ~
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\ \ \ L Soil Tess Site # 1~ ` ~ \ ~ \ ~ ` ``SCALE: 1"= 30' ~
~ ~ ~ ~
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~ ~ ' ~ ' DWQ BUFFER IMP _ _ _ _ ~ ~ ~ ~ 0-30' BUFFER ENCROACHMEN =ER IMPACT AREA #3 - - - \ ~ ~
\CHMENT: 785 SQ FT ~ ~ \ ~ ~ ~ Y Seal:
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30-50' BUFFER ENCROACHME I ~ ~ NEW OBSERVATION DECK; ACHMENT: 283 SQ FT ~ ~ ~ ~ ~
~ ~ -
J DECK; HEIGHT MAY ~ ~ ~ ~ \ ~ -
~ ~ ~ EXCEED 30" GUARDRAI ' \ ~ ~ ~ ~ BUFFER ENCROACHMEN - - _ ~ ~ ~ (MEDIATE AREA AROU BOARDWALK AT EDGE OF S DWQ BUFFER IMPACT A AER #3 ` _ ~ \ \RDRAILS REQUIRED ~ \ \
.
,CHMENT LIMITED TO \ \ ~ ~ ~
,AROUND ELEVATED ~ ~ ~ \
aE OF STREAM BANK ~
0-30' BUFFER ENCROACHMENT: 785 SQ FT ~ ~ ~ .
30-50' BUFFER ENCROACHMENT: 283 SQ FT ~ ~ _ \ ~ \ \ ~ \ ~ Project
NEW OBSERVATION DECK; HEIGHT MAY ~ ~ \ \ NCSU Centennial
EXCEED 30" GUARDRAILS REQUIRED \ \ \
Greenways Phase 2
BUFFER ENCROACHMENT LIMITED TO ~ \ \ \ Raleigh, North Carolina
(MEDIATE AREA AROUND ELEVATED ~ ~
BOARDWALK AT EDGE OF STREAM BANK ~ \ ~ \ \ \ \
Client:
\ NC State University
Project No.:
/ ~ ~ ~
~ ~ \
\ \ ~ \
\ \ ~ .
\ \ ~ ~ ~ ~
~ ~
~ \ ~ , ~ ~ ~ ~ ~ DWQ BUFFER IMPACT AREA #5
\ 0-30' BUFFER ENCROACHMENT: 1,045 SQ FT
~ ~ ~ ~ 30-50' BUFFER ENCROACHMENT: 853 SQ FT
\ \ ` ~ ~ NEW 30' ELEVATED BOARDWALK; ~ ~
~ \ ~ MAX 30" HT. ABOVE GRADE
~ ~ ~ ~ ` BUFFER ENCROACHMENT NECESSARY FOR \
~ \ \ \ ~ ~ ~ ~ PATH TO CROSS TEMPORAL STREAM
~ ~
~ ~ ~ \ \ ~ ~ ` I I NEW SILT FENCE
~ ~ ~ ` ` I \ \ ~ \
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UNDERGROUND UTILITIES NOTES

1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE ~ ~ APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO BEGINNING LAYOUT AND PRIOR TO ~ ~ DWQ BUFFER IMPACT AREA #5 \ ~
BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE << \ -30' BUFFER ENCROACHMENT: 1,045 SQ FT ~ ~ ~
MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED. I ~
30-50' BUFFER ENCROACHMENT: 853 SQ FT ~ ~ . ~
2. THE NTRA T R HALL IN PE T ALL EXI TIN TILITIE MARKED N THE ITE. IF DI REPAN IE ARE a CO C O S S C S G U S 0 S SC C S , \ ~ ~ NEW 30' ELEVATED BOARDWALK; ~ \ ~ 1
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE 1
ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK. a ~ a \ MAX 30" HT. ABOVE GRADE ~ ~ ~ ~
~f 1
f ' BUFFER ENCROACHMENT NECESSARY FOR \ ~ ~
NOTES ~
t 1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE. i { PATH TO CROSS TEMPORAL STREAM ~ ~ ~ ~
i '
a a ~ , 2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK. i I I ANEW SILT FENCE - - ~ ~
I ~ r
3. THE CONTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN ~ , ~ ~ ~ ~ ~
INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES. ~ , ~ ~ ~ ,
x 4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING ~i
IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL
LEGEND INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. ~
~~Soil Test Site #
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS.
x DID 1 1 /07/2007
6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO ' ~ ~ ~ DID WO0 =7/2008
INSTALLAION. ~ x ~
ELEVEATED BOARDWALK r'! x x a .x~~\ ~ Issue:
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. , ,
f Drawn By: BM
Checked By:
E ~ I w~>, ~ Scale:
ASPHALT PATH i
GENERAL NOTE: x ~ , ~ ~ ~ 1 "=40'-0"
a
BASE MAP IS A WAKE COUNTY GIS AERIAL MAP. EXISTING GRADES AND LOCATION x Drawing Title:
1 ~
OF EXISTING STRUCTURES AND UTILITIES MUST BE FIELD VERIFIED. PROPOSED WALKS, x 0-30' BUFFER ZONE ~ , Layout Plan
STRUCTURE, AND FINAL GRADES WILL BE DETERMINED IN FIELD. 2,145 SQ FT I
. / ~ ~ \ ~ 1 f~y \ \ \
ALL WALKWAYS ARE TO BE ACCESSIBLE:
2.5% SLOPE WITHOUT HANDRAILS OR ` ~ \ ~ \
~ . v Sheet No. :
>5-8.33% WITH HANDRAILS AT MAX 30'RUN AND 5' LANDINGS C~2% SLOPE 30'-50' BUFFER ZONE 1,614 SQ FT
WALKWAYS HIGHER THAN 30" ABOVE GRADE MUST HAVE GUARDRAILS ~ ~ \ ~I SCALE:1"=30' 0 20 40 80 160 \
~ I L~ 106
1 a

NOTES: OTES:
1. THE CONTRACT EXISTING GRADES S THE CONTRACTOR SHALL VERIFY Reynolds
(STING GRADES SHOWN ON THE
PLANS PRIOR TO C WORK OPERATIO 2. THE CONTRACT EROSION CONTROL \NS PRIOR TO COMMENCING ANY
DIRK OPERATIONS. & Jewell
THE CONTRACTOR SHALL PROVIDE
DSION CONTROL MEASURES AS
REQUIRED BY NC D ENVIRONMENTAL N DUIRED BY NC DEPARTMENT OF
VIRONMENTAL NATURAL RESOURCES.
~ Landscape Architecture
Land Planning
218 Snow Ave
~ ~
Raleigh NC 27603
[phone]
fax [phone]
www.reynoldsjewell.com
Consultants:
~ ~
\ ` /
~ \ DWQ BUFFER IMPACT AREA #6
0-30' BUFFER ENCROACHMENT: 1,886 SQ FT
~30-50' BUFFER ENCROACHMENT: 2,254 SQ FT
\ ~
BUFFER ENCROACHMENT NECESSARY FOR
PATH TO CROSS TEMPORAL STREAM
\ \ ~
NEW 20' ELEVATED BOARDWALK;
\ ~
MAX 30" HT. ABOVE GRADE
' ~
~ ~ \ Seal:

.
. ~ / ~
s_~.: 1
i '
Project
~ ~ ~ NCSU Centennial
Greenways Phase 2
Raleigh, North Carolina

~ ~ I~ O
~ ~ . ~ Client:
1 ~ 0 0~ NC State University
Project No.:
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~ ~ ~ ` ~ \ ERNATE PATH ~ ~ ' i
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NEW ASPHALT PATH; 8' WIDE WITH 1' ~ ~ ~
\ \ ~ ` `SOO- ABC APR\ ON EACH SIDE
\ t(Soil Test Site #15
\ \ ~ v ~ SCOPE OF WORK; ACTUAL LIMITS OF WORK
HALL BE A NARROW PATHWAY CONFINED TO GREENWAY PATH ENDS AT
^ ` EXTENTS ALONG PROPOSED PATH TUNNEL CONNECTION
v~^~ ~ \ ~ (Soil Test Site #16 \
SO'~~ \ ~ \ ~ \ \ - r ` NEW SILT FENCE SCALE: 1" = 30' `
'Y
\
AREA #6
\ ~ ` \ ~ ~ 0-30' BUFFER NC OACHMENT: ~ ~ ~ 30-50' BUFFER ENCROACHMENT: \ ~ \ ` ' \ BUFFER ENCROACHMENT NECE \ ~ ~ \ ` ` ~ PATH TO CROSS TEMPORAL STR ~ \ ~HMENT: 1,886 SQ FT
\CHMENT: 2,254 SQ FT
TNT NECESSARY FOR
ORAL STREAM
~ \ ~ ` ` NEW 20' ELEVATED BOARDWALK; ARDWALK;
~ ~ ~ ~ ~ MAX 30" HT. ABOVE GRADE ADE
` e.
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UNDERGROUND UTILITIES NOTES ~ l / ~ ~ / ti,
~ 1 ~ ~ ~ ~ 1. LOCATIONS OF ANY UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE y x ~
APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO BEGINNING LAYOUT AND PRIOR TO ~ ~ ~ 'OO ~ ~
BEGINNING ANY CONSTRUCTION OPERATIONS, ALL CONTRACTORS AND SUB-CONTRACTORS WHO ARE
MOVING EARTH & DIGGING IN THE GROUND SHALL HAVE ALL UTILITIES FIELD MARKED. r' ' ~ ,
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2. THE CONTRACTOR SHALL INSPECT ALL EXISTING UTILITIES MARKED ON THE SITE. IF DISCREPANCIES ARE ~ ~ r ~O
FOUND WHICH MAY AFFECT THE PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE f ARCHITECT PRIOR TO PROCEEDING WITH ANY AFFECTED WORK. ,f ~ ~
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NOTES _ - - -
1. ALL MEASUREMENTS ARE TAKEN AT 90 DEGREES, UNLESS NOTED OTHERWISE. - ~
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2. SHOULD SITE CONDITIONS CHANGE, OR IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ~
ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH AFFECTED WORK.
~
3. THE CONTRACTOR SHALL ERECT PEDESTRIAN BARRICADES AND FENCING WITH SIGNAGE AS REQUIRED TO PREVENT PEDESTRIAN ~ INTRUSION INTO THE LIMITS OF WORK AT ALL TIMES. ~
4. THE CONTRACTOR SHALL LOCATE ALL BASE LINES, LAYOUT DIMENSIONS, AND PERFORM LAYOUT STAKING PRIOR TO INSTALLING
IMPROVEMENTS. WHERE DISCREPANCIES ARE FOUND BETWEEN THE PLAN AND THE SITE CONDITIONS, THE CONTRACTOR SHALL /
INFORM THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. LEGEND 0
~ GREENWAY PATH ENDS AT
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF MATERIAL IN ACCORDANCE WITH CITY OF RALEIGH DUMPING REGULATIONS. TUNNEL CONNECTION
6. LANDSCAPE ARCHITECT SHALL STAKE LOCATIONS OF PROPOSED WALKS PRIOR TO
INSTALLAION.
ELEVATED BOARDWALK
7. ALL PROPOSED WALKS ABUTTING EXISTING WALKS SHALL MEET FLUSH. ~
DID 1 1 /07/2007
ASPHALT PATH D E~-- Q 1 W=008
GENERAL NOTE: Issue:
Drawn By: BM
BASE MAP IS A WAKE COUNTY GIS AERIAL MAP. EXISTING GRADES AND LOCATION 0-30' BUFFER ZONE Checked By:
OF EXISTING STRUCTURES AND UTILITIES MUST BE FIELD VERIFIED. PROPOSED WALKS, 1,886 SQ FT Scale:
STRUCTURE, AND FINAL GRADES WILL BE DETERMINED IN FIELD.
1 "=40'-0"
ALL WALKWAYS ARE TO BE ACCESSIBLE: Drawing Title:
2-5% SLOPE WITHOUT HANDRAILS OR 30'-50' BUFFER ZONE 2,254 SQ FT
>5.8.33% WITH HANDRAILS AT MAX 30 RUN AND 5 LANDINGS (@2% SLOPE) Layout Plan
Sheet No. :
J
1
0 20 40 80 160
L~ 107