19990261 Ver 1_Complete File_19990310

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
/ •.
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 30, 1999
Wake County
DWQ Project # 990261
APPROVAL OF 40lQuality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. Vic Lebsock
City of Raleigh
P.O. Box 590
Raleigh N.C. 27602
Dear Mr. Lebsock
You have our approval, in accordance with the attached conditions and those listed below, in construct the Raleigb/Crabtree
Creek Greenway Trail, Section 2 as you described in your application dated 9 March 1998. After reviewing your application, we
have decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows you to use
Nationwide Permit Number 26 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules
(15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed
in the attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-1786
Si 9cer Itevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Domey
Central Files
Todd St. John
Raleigh Division of Land Resources
990261.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
GEORGE FINCH/Boney and Associates, PA
309 N. Boylan Avenue, Raleigh, North Carolina 27603-1402
Post Office Box 10472, Raleigh, North Carolina 27605-0472
Tel [phone]
Fax [phone]
March 9, 1999
Mr. John Dorney
Division of Water Quality
4401 Reedy Creek Road
Raleigh, N. C. 27607
401 ISSUE
Idnrh? 3i?e erchitecmre
engineering
surveying
MAR i u 19Y
i
PAYMENT WETLAO 66 l1P
OURtITY SECTION
RECEIVED
re: Crabtree Creek Greenway Trail, Section 2
Application for 401 Certification and Neuse River Buffer Compliance
Dear Mr. Dorney:
Attached are seven copies of an application and seven sets of plans for the above referenced
project. We walked the project with Danny Smith of the Raleigh Regional Office and hope that the
project is acceptable as submitted. A copy of this same information is being sent to the Raleigh office of
the Corps of Engineers as well.
If you have questions regarding this matter or need additional information, please let me know.
Sincerely,
George Finch/Boney and Associates, P.A.

G. Robert Graham, P.E.
cc: Vic Lebsock, City of Raleigh
A I
GEORGE FINCH/Boney and Associates, PA
309 N. Boylan Avenue, Raleigh, North Carolina 27603-1402
Post Office Box 10472, Raleigh, North Carolina 27605-0472
Tel [phone]
Fax [phone]
March 10, 1999
Mr. Todd Tugwell
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, N.C. 27615
401 ISSUE
re: Raleigh/Crabtree Creek Greenway Trail, Section H
Dear Mr. Tugwell:
engineering
surveying
Attached are two sets of Pre-Construction Notification Applications for the above referenced
project. The application includes a copy of the Quad Map of the area and detailed plans of the entire
project.
If additional information is needed, please let me know.
Sincerely,
George Finch/Boney and Associates, P.A.
z4J&1&"
G. Robert Graham, P.E.
cc: Vic Lebsock, City of Raleigh
VJohn Dorney, N.C. Division of Water Quality
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40 1 ISSUED
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO CORPS OF ENGINEERS
2) APPLICATION FORS N 40I CERTIFCATION
3) COORDINATION WITH NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
M COPIES MUST BE SENT TO THE NC DIVISION OF WATER
UALITY. ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD.
RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: CITY (7F gA? LE iG t4
2. MAILING ADDRESS: _ F. 0. 150x sqD
SUBDIVISION NAME
CITY: ?-1 L.E I C7H STATE: NC- 21P CODE: Z' G?D Z
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): At..oOG GRAP?T?EE CHEEK FROM AtJDERSON
_DRIVE TO LASSITER. MILL RO?4D
3. TELEPHONE NUMBER: (HOME) (WORK) 0- 3205
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: ?A?kS ADD ?C?E??ON DEPARTMENT
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WTFii SCALE):
COUNTY: W AV-F, - NEAREST TOWN: BALE iC?1 {

SPECIFIC LOCATION (INCLUDE ROAD NUMMERS, LANDMARKS, ECT.) 6E6ti NAJ l NU AT
THE ?N?SE2x?vN OF A?.IDC-fZsotJ pR1VE A1212 CLAMM010T RoAD
?XiEN D (t?it? VPGI REA M Ato N & GPZAe;mee 3C-TaIEf_--N
MAP-LowE R D A ti , P Np W4 ?1'E OAK ROAD 1V L AGe, ITM Ml (.l-
' ROK ID yljc .U D i ?)Cy 3 C.R012-S I ?.y-S n F GRA F, TREE C-2Ce- k:?-
6. DKPACTED OR NEAREST STREAMIRIVER: C-v,> kBTREt C,R
RIVER BASIN: ME U<?'E
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL, SALW ATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW). WATER
SUPPLY (WS4 OR WS-D)? YES ( ) NO (x) IF YES. EXPLAIN:
7b. IS TIC PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROIvMNTAL CONCERN (AEC)? YES ( ) NO ( x)
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES (X) NO( ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION 1NCLUDE PHOTOCOPY OF 401
CERTIFICATION): M q 7
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES( ) NO (X) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBERS OP ACRES IN TRACT OF LAND: 5, 0 Ac,, GaJSTRLx--l-( o ?J A R&k
9b. SATED TOTAL NUMBER OF ACRES OF WEIIANDS LOCATED ON PROJECT SITE:
0, ?z A-c-Rec? ±
10s. NUMBER OF ACRES OF WE'T'LANDS IMPACTED BY THE PROPOSED PROJECT BY.
is
' FLLI.IIrI'G:
0
EXCAVATION:
FLOODING: Q OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED:
IOb_ (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
M,OCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water comours):
FT
AVERAGE DEPTH BEFORE: FT AFTER FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: COONSTRUC77ON OF A DAMIFLOODING:
OTHER: 4 R+ DES TO 5E, C,p0ST20GTEi> QV&P, "A-NNE;LS
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? Q /A WHAT IS THE EXPECTED
POND SURFACE AREA?
12. DISCTHMON OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81n BY I i DRAWINGS ONLY)
TRA lt, UsilJG ';M AU-
C NSTR 0c:T (0?J OF At \)*
1Z?1>i rJ? X31 Prv?E tJ?". PtL.E 1?R?V ? NCB G-Qu?Prn?NT Wow
P?E(? COrJS?RVGT $R??G FoUruDl?T?O .
13. PURPOSE OF PROPOSED WORK: R?GR?A bN? ?- Ch??En)wA Y -
TRA I L,
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
VMTLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
W ETLAN 't>S 9AVE NOT YC-T SF--6 kJ DE L,+ NEATT--P . IF Fo vN D ,

THCY W)"n bt-- A\/0rD&D W( DG t n RE?-(x 'no??
OF T P , TZA,1 L,
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
:_ - NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: OA
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
N/A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES (X) NO ( ) (IF NO, GO TO 16)
a IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES( ) NO (X)
b. IF YES, HAS THE-DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ()C )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMIIVT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS: /
a WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21.26, 29,
AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BY PRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
c. WHAT IS LAND USE OF SURROUNDING PROPOERTY?

! -- -
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? w
S
NOTE:
SIGNED AND DATED AGENT AUTHORIZATION LETT'ER' IF APPLICABLE.
W TLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
A LETTER FROM THE NORTH
3) (IN THE TWENTY COASTAL COUNTIES ONLY),
CAROLINA DIVISION OF ?? ? NoR,I,H OLIN??pTHE ALROPOSED
ACTIVITY IS CON
MANAGEMENT PROGRAM,
C-" - DATE
OWNS 'S/AGENT'S SI NATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
REVISIONS
NORTH C A R ~ O L I N A
N
-t ~F R 'ci ~
CITY OFFICIALS
V~ Cy ~
MAYOR U
~ O
TOM FETZER ~s ZO~ ~ v`2
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CITY MANAGER
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D. E. BENTON PROPOSED GREENWAY TRAIL m
4
PARKS AND RECREATION DIRECTOR z~ O
JACK C. DUNCAN ~
~ U ~ v
ert. oa~ve s
COUNCIL ~
UST OF DRAWINGS ~ ~ a
PAUL Y. COBLE
g~ W Fz~
STEPHANIE FANJUL SHEET N0. DRAWING NAME Cti o x m
JULIE SHEA GRAW ~~~'F' R°~0 ~0 1 STATION 0+00 TO 15+00 p z ~ ~
BENSON KIRKMAN 2 STATION 15+00 TO 30+00 ~ o
3 STATION 30+00 TO 45+00
JOHN H. ODOM ~
PARKS 4~ 4 STATION 45+00 TO 60+00
KIERAN SHANAHAN o 5 STATION 60+00 TO 75+00 ~~11SSL'~
BRAD THOMPSON 3~ 6 BRIDGE DETAILS
7 MISCELLANEOUS DETAILS Z ~
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LOCATION MAP
APPROXIMATE SCALE 1" = 1/4 MILE U Qz
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MARCH 199 PROD. NO. 97023
MAR 1999 DATE
39
COVER
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L ~ / / GENERAL NOTES•
i ~ / THE TRA2 ALIGNMENT SHOWN IS THE "DESIGN ALIGNMENT". THE ENGINEER \ ~ 00000 \ \ 000 000 / - a~ ~a, o ;
Cn ~ / / WILL PROVIDE COORDINATES EVERY FIFTY FEET FOR STAKEOUT OF THIS 0
~ / ALIGNMENT PRIOR TO ALIGNMENT CLEARING, REPRESENTATIVES OF THE 0 r ~ o =
/ CITY PARKS AND RECREATION DEPARTMENT WILL FLAG TREES ALONG THE 0 10084 8 - 0 0~;
/ / ALIGNMENT TO BE SAVED. AFTER CLEARING OF THE ALIGNMENT, THE PARKS / ~o,~ ,a
/ AND RECREATION DEPARTMENT WILL FLAG THE FINAL TRAIL CENTERLINE. / / IT SHOULD 8E ASSUMED BY 1Hf CONTRACTOR THAT THE FINAL TRAIL ~oooooo P.
/ ALIGNMENT WILL 8E MORE RANDOM AND CURVING THAN THE "DESIGN ART 3 9 ~
/ / ALIGNMENT° AND IS TO BE CONSTRUCTED AROUND THE SAVED TREES
AND OTHER SIGNIFICANT NA NRAL FEATURES
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• CONSTRU AREA• y~OWN T EES AND J~ o ~ ~ \ ~ NDTE' IN THIS TREES SMAII ~ E V ~ " ~ \ ~ ~ ~
S 5FI0~ Ly THE ABEI,ED OF ~ ~ ~ - ~ pIM A p TO ~ Ny UNL ED tMD "0 0 / 20 r ~ 3~
lIM?TE AND A DISTURB e~ VED THE AMpTtE ' ~ ~ 40+0 o n
REMO yB1FIIN ~ o o ' 0 UBS Cn 0 36' S 4• ASN SNR CONSIRU 0 J~ ?'v ~6 / 2 K ~
TRAIL 'yX , G o Q~ / BIRD ~ R OA ~ K ~ ~ ~ _ )A ~ N
~ ° 0 y / ~ , RIyER AO WA ~ Cam, ~ ~ c~ ~ R Z
J~ Q / of ~ 2tt' of G ' OPERN ~ ENV q03~ R0~ o I a ~ ~ ~ ,XO Cn ~ kpp ~ ~ ~ ~ ~ 0 CLEARED 40' SEWER EASEMENT ~P 46 ~
0 k~0 ~ o N/F ~OF RALO {N 2. gE p ~
3 n Q~ J~ o i ~
e oG ~ ~ 7 ~ ~ ry 3 , p . Ito ~ , OFB ~ p4 ~
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. ~ 4? ~ ~ 00
~ 6 @ ~~ua0 ~ EIP o chi , 2 ~ ry ~ ~ ~ ~ 43+DO
GE ~ ~ 0 ~ ~ 0 0 ND BRID g ~0 ~ ~ 0 ry DP 1. e}4+p~,,, i
E A, 30+B ~ P 0 ry ry°` T a V / 5 GQ. ry~ / ~J ~ ~ i
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/ / n OF OpE / / R~ER 3, RN OF OpE ~ ~ 'ERA RN ~
/ / N~ P cAR~' } / / o~,a ~AR~' ~ ~ ~
/ / / RICNAR ~ \
IDLE / / ~ R1V ~ ~ O
ESN BR 39 N/t•' PROPERTY OF ~ PROPEpANS B TA• 29+ crTY aF RALErcH / N/E A~~R s / / w ~ O \\~II111 I u u li~i~
~n~, `~1' / ~ ooaoo \ 00 00
0 1 ~ / o ~ / R MS ~ 000 000 / j \ 0 MCI 0 /
~ pROPEVA~UA / / N/~ OAL~ N ~ / OF RAN 0 06 \ 0 0
oP~n cH N/F PROPERTY OF / PR a~ERI 0 0 a ~ a 0 84 a =
qTY OF RALEIGH / NIT ~ N / SIN ~ ^o off; i U , °o~p+ o° Q
1 / ~ °~ooooao° P',~ ~ ~
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225 - . _
. _ - _ _ - _ - - . _ _ _ _ _ _ _ - - 220
220 _ _
. - r _W__ _ . . _ _ _ _ _ _ _ 215
215 w _
_ _ _ - - - _ . _ _ _ _ . _ - _ _ _ _ . 210
210

205 - - 205

_ . _ _ _ - _ _ - _ 200
200 _ _
. _ y..___ ._.__w_ ~ 195
195 ~
- _ _ _ _ _ _ _ _ _ _ _ - _ 190
190

m ~ _ ~ ~ _ .
35+00 36 37 38 40+00 41 42 43 44 45+00 38 39
30+00 31 32 33 34
~ REVISIONS HORIZONTAL SCALE: 1"=50' DRAWN BY: GRG
o » _ ~ PLAN PROFILE -STATION 3~O+OC VERTICAL SCALE: 1 -5 ~ moo To moo ~ , ~ CHECKED 8Y. GRG
50• 50,°° 150• CRABTREE CREEK GREENWAY H 0 R I ZS N T A L .
WAY TRAIL SECTION 11 309 NORTH BOYLAN AVBNUS PROJECT N0: 97023
5 o 10 5. ANDERSON DRIVE TO LASSITEP
%SSITER MILL ROAD RALEIGH, NORTH CAROLINA 27603 DATE: .1AIU.)A12Y 1994 919/833-1212
V E R r. c n L RALEIGH, NORTH CAROI A CAROLINA sHEE:3 7 r OF

~5 ~~y
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o~ / a~ y p0 / ;
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~P~ / DREK~Y HILLS NATURE PARK PROPERTY OF CITY OF RALEIGH
~P ~o P /
~ 5/ / , ~ / ;

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~ ~o. / ~ ~ ~J 0
~
48+00/ 0x6 ~ ~ G J~ / / G~~ k6 ~h V ~y ~ ~~5 ~h a
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~~~~5 / ° ~ ,~0 9 G , Q ~ ~ l~ ~ EN 58,78
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~~dP P / / FF r ~ ~ c Foy J~ P ~ rq, c . 1.~~^ 0 1
~ ~P ~
0 ~ ~ 1 / LrfAR 20 1NROilq•I
P~ / Nt~00ED AREA ~ ~ / / ,SEE p G S).~0p o ~
P~ o° / NOIE AN ,MEET 1. Q El ~ 6x / O 1h y b / x s~ o
P / ~ 0 DREWRY ~P 0 ~ DREWRY H2LS NATURE PARK B~ y Q~ , k0
~1 ~ / ~ ~0 F. PROPERT ti / PROPERTY OF CITY OF RALEIGH 9 ~ A S~x~p~0 0
/ / , / , ~~~F ~ ~
s , , , . ~4
~ ,
~ / / ~Q F ,r ~ ~
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N/F PROPERTY OF kx / Q
C11Y OF RALEIGH k/ S PlANN1NG DEPARIM£NT / \ \`~,111111f111j/
' 1 ~ 00000 ~ o°° °00 ~i
• ~ 0 • / ; °00. G4'Qf °00~ i ` w~+ o~.
a~k° / ; • x O ~ 4 ° 0
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' _ G~ oo
, i~ 00000 I p0o°o ~ ~
~Q ~'T 3
'!!lIfIII111,,, 1
225 _
225
220 - - _
_ 220
215 ~
_ _ 215
210 _ T___ -mm__ _ 210
205 _ _ _ _ _ _ _ _ _ 205
_ _ _ _
_ _ P_ _ _ -Dt~S BfD...-
200 - _ 200
195 mm ~
190 - - _ _
190
_ m~._ _ __.m _ ~ n.. ~ _ .
45+00 46 4 7 48 49 50+00 5 1 52 53
53 54 55+00 56 57 58 59 60+00
~ REMSIONS HORIZONTAL SCALE 1 " = 50'
° _ ~ PLAN PROFILE -STATION a VERTICAL ~ 4rJ'FO~ SCALE . 1 - 5 ~RAwN eY: GRG ~ moo To 60+00
rFnR(:F. ~TNru /RnN~v ANn AcCnrTAm~e D A
LL- 50• 50,°°• 150 CRABTREE CREEK GREENWAY H O R I Z O N T A L vx~ wdbvMi/ s aiVvu/ +/vAILa 'I Y AMNVViA-&JLJLJ i Or&* GHEGKW HY: t~KG
WAY TRAIL SECTION 11 309 NORTH BOYLAN AVEM PROJECT NO: 97023
5' o s' 10' 15' ANDERSON DRIVE TO LASSITE E R r. c n L RALEIGH, NORTH CARC RALEIGH NORTH CAROLINA 27603 DATE: JANUARY 1999 ASSITER MILL ROAD
91e/833-1212 4 7 -I CAROLINA
SHEET OF

CRA B TREE CREEK

0
0 X
0
~Q DRENRY HALS NA]'URE PARK PROPERTY OF GTY OF RALEIGH ~ Pj
t~ j,
Q N
vJ
.p
\~E .Q fX. 4' SIDEWALK
64+00 65+00 6~x
Q~~ ~ u 63+00 Q~~ Sg+ 2+00 66+ 66+00 ~
~h ~ OO 6 1 F- --i--- - I- - --H- - --1 ~
5 ~ } I - - - -t-~" .
8+00 ~ _ CBI' 11NG G~A?'~BI
'~F~. ~ ? EXISTING ~ CLEAR 20 1HR000H
I~-•' ~ Wt~ODED AREA. SEE ~vfl r~aic Ar o
Xo° ' N01E SHEET 1. ~ Q~ 6'` ' STA. 66+99 y
6O 0 ~k 0 X O
0
f0~ WIDE ASPHALT
- GREfNWA?' TRAQ
w OREWRY HILLS NATURE PARK \``~I11 I 1 I I1 f 1!1!!!
PROPERTY Of GlY OE RALEIGH \ 00000 \ o0 0°
o°o° °ooo/ i f a
0 0 o
eJJ o
° '004 6 / ~0 /V'e Oo
V i ~ 000 0° / 00° ~ p00
ART
V ~ ~ ~ ~I11~,111
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225
_mm_ _ _ _ _ 220
220
_ _ _ 215
215
. _ m_m~__ _ _ _r . _ ~ 210
210
_ _ _.m._... . 205
205
_ _ . . _ _ _ _ T.. _ _ _
200 - 200
_ _ _ . , w....~ m 195
195
_ _ ___._.m m_~__ _ . ..___n_. 190
190
m

61 62 63 64 65+00 60+00 66 67 68 69 70+00
REV~sioNS HORIZONTAL SCALE: 1"=50' DRAWN BY: GRG
o n _ ~ PLAN PROFILE STATION 60+1 VERTICAL SCALE: 1 -5 ~~oN bo+ao To ~ ~ . . CHECKED 8Y: GRG
U- 50' 0 50' 100' 150'
VWAY TRAIL SECTION 1 1 W9 Ram BO,W eVE,,,g PROJECT Na 97023
~ HORIZONTAL
U-) 5 0 5 10 15 ANDERSON DRIVE TO LASSITE _ASSITER MILL ROAD RAIBIG$ NORM CAROLINA 27609 DAM JANUARY 1999
L RALEIGH NORTH CAR( cn VERTICAL "H CAROLINA 919/899-1212 SHE5 oF7
c CD
a

REVISIONS
fo'-o"
roP CHORD
I I IIII
I I DracoNAL IIII
I I IIII
I II II
II II II II
II II I I I 4r
tl U II II
i l VERDCAL I I
I II
I I PLANK HOLDDOWN ( l
I I WOOD DECK STRINGER
II II
BOTTOM CHORD BAR TYPES
-------J
FLOOR BEAM BRACE DIAGONAL 6°
SEC110N THROUGH BRIDGE
SEE PLANS FOR BRIDGE LENGTHS ~ ~-3" Lqp
2'-1.5"
SYMMETRICAL ABOUT OF BRIDGE
roP eHORD vERncAL 3'-1" ' a
0
U~
W
H
CONCRETE f'-8" S3
ABUTMENT U
ELEV. A' ELEV. B' BOTTOM CHORD DIAGONAL 4.5" 2'-2" s1 N.R. O
NO1E.• 8AR DIMENSIONS ARE OUT TO OUT U)
A
BILL OF AIAlERIAL PER END BENT
O
BAR N0. S1ZE TYPE LENGIH WEIGHT ~D
ELEVA 110N OF BRIDGE
NOT TO SCALE W ~ 81 8 8 SIR 11'8" 249 ,a
B2 4 6 STR i18" 70 z
e3 4 4 sTR 11'e" 31 0
A j4 Si CROUI~ LINE !0" ~ o
2" CL K1 2 4 SIR 118" 16 x
2-j4 Kl FILL FACE Kf U sr s 4 1 12's' s7 V
S2 8 4 S1R 2'2" if ~
L. TYP. SJ 8 4 2 6 6" 35 ~ ~i ~ ~ ) _ O
4 /4 B3 OhER PItfS (1t
z mTAL fiEINfORC1NG STEEL: 47s LBS. W I
,~4 S2 ~ a x e~
,~B Bf 2-,~ B2 3'-6" CLASS 'A" CONCRETE FOR CAP• 3.15 CU. YD. ~ (y ~ W ~ z~
.4" HP 12x53 STEEL PJLE 35 LONC 140 FT. 0 \
2'-6" ;dlS B2 21-6" 2- B2 2. N0. 4 W ~ ~ 2" CL. rk ~
f6 ~ ~ /4 • • • • • • • • ~ S3 BILL OF AIAIERIAL PER BR1DGf V C~ 01 ¶ ~ II 20"
~4 S3 /4 B3 5" ~ I) ~ 11 Il II II II II 11 I 11 15" BAR N0. SIZE TYPE LENGIH WEIGHT
1r EMBEDMENT I I • I I II II II II II 12 II u ,/6 BP 8" 10"
I I I I I I I l EL 20i 7t BRIDGE 1 ~ _ Bi 16 8 SIR 11'8" 498
I I I I I l I I 3" CL. TO ~ Bl 6" 6" 6" B2 8 6 S1R 1 f'B" i40
A EL. 205.51 (BRIDGE /3) 83 8 4 S1R 11'8" 62
il" 11" 11" 11" ii" 11" 11" 11" fL. 205.0E (BRlOGE,/4) 11 ` „,IIW ,,IIW „,IIW ,,IIW 11 I ~ Pi, ¢ P12x53 S1Ef1, BRACf P7tE
xllla xllla kllla klll4 11 / p Kt 4 4 STR 118 32
a J a ~ ally all 11 ~ 21 Im ~I = m 2 ~ 1 J
~ I~ ~ I~ ~ i~ ~ I~ I I~ I I I Si 16 4 1 12 6" 134
1 r S2 f6 4 SIR 22 22
3 S3 16 4 2 6'6" 70 3
I
12 12 1 TOTAL REINFORLYNG STEEL: 958 LBS
END BENT ELEVATION ¢ HP12x53 STE PrLE I r a
15" 15" -15" CLASS A CONCRETE FOR CAP: 6.3 CU. YD.
HP 12x53 STEEL PILE 35'IONC 280 FT NO. 8 z
I I SEC110N A-A W
II i II I A-A
I I I I ( I ~W ~W z ~c
ro" II ~a I II e0.
m I m I II I II 4' ~ + ~ ~ + w
TYP. BEARING PAD _Y._
I II I I I II I l I l (BY BR10GE fABRlCATOR) 2'-6" I I W
s" d II III I II Id l II I I W W
1'-8" L ~L J L ~ ~L J L ~ ~ J ~ 3/4" DIA. x 24" ANCHOR BOL15 TO PRO~CT 4". (4 REQ'D AT Vl
h ~ ~ ~ EACH fN0 BENT} AND 8" HOCK. 10" NI ryl ~ NI (HOT DIPPED GALVANIZED)
4 t T W
W
'-3" 3'-2" 3'-2" J'-2" 1'- " Lid
9'-6"
L1!
r 1'-0°
12'-0"
L t~ 1
END BENT PLAN
`IIIltlll 1171~~~~'
SCALE: 3/4" = 1'-0"
~ /i ~ \ °ooooo00 ~ o °00 0~ /i
° ~ DRAWN BY GRG
~n a
100084 84 = CHECKED BY GRG 0 0
PROJ. NO. 97023
DATE MARCH 1999
Jrnun~~
SHEET OF

_ _ _
REVISIONS
7ASPHALT SURFACE SLOPE TO
BACkFiLI WITH ABC STOPE COIPACTED EXISTING
TO EDGE OF ASPHALT AND COMPACT GRASSED SNOl1.DER GRAS 7-0' 5'-0' S'-0' 7-0' 3'-0'
SLOPE 114' PER Ft, SLOPE I!4' PER FT. SLOPE 1l7 PEQ FT. A TO ~
4 T O/
COMPACTED SOIL BASE 6' CRUSF~ STONE
BASE
1J4T~ NEW ASPHALT SURFACE IS 10'-0' WIDE WITH A 7-0' SHOUf.DER BACKFILLED WITH CRUSFED STONE TO FINIS4~ GRADE
I ASPHALT TRAIL SECTION a
7 SCALE V7 • I'-0' ' ^w VJ
O
z
SEEDING SCHEDULE
(REVISED I-I-86) ~o
SHOULDERS. SIDE DITCI-ES, SLOPES (MAX, 3~D SEEDBED PREPARATION C U
DATE TYPE PLANTING RATE I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER x
AUG 15 - NOV I TALL FESCUE 300 LBSJACRE ADVERSE SOIL CONDITIONS, IF AVAILABLE, OFD
NOV i - MAR I TALL FESCUE 300 LBS./ACRE 2 RIP TI-~ ENTIRE AREA TO 6 INC4-~S DEPTH. AND ABRUZZI RYE 25 LBS./ACRE 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING O~
MAR I -APR 15 TALL FESCUE 300 LBS./ACRE THE SURFACE REASONABLY SMOOTH AND UNIFORM. Z~
APR 15 -JUN 30 HULLED COMMON 4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE Rii axe
BERMUDAGRASS 25 LBS.ACRE UNIFORMLY AND MIX WITH SOIL (SEE BELOW), ~ o~c~ ~ z~~o
JUL I - AUG 15 TALL FESCUE AND 120 LBS./ACRE 5, CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY
~*BROWNTOP MILLET 35 LBS./ACRE UNIFORM SEEDBED IS PREPARED 4 TO 6 INCI-ES DEEP. ~ ~ o
~~OR SORGHUM-SUDAN HYBRIDS 30 LBS,/ACRE 6, SEED ON A FRES~#-Y PREPARED SEEDBED AND COVER SEED LIGHTLY ~ rn
WITH SEEDING EQUIPMENT OR CUTIPACK AFTER SEEDING.
SLOPES (3~1 TO 2~U 7, MULCH IMMEDIATELY AFTER SEEDING AND TACK THE MULCH WITH ASPHALT TACKING,
MAR I - JUN I SERICEA LESPEDEZA 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
(SCARIFIED) AND 50 LBS./ACRE RESEEDINGS WITHIN TI-E PLANTING SEASON, IF POSSIBLE, IF
MAR I -APR 15 ADD TALL FESCUE 120 LBS./ACRE STAND SHOULD BE OVER 60 PERCENT DAMAGED, REESTABLISH
MAR I - .;1JN I R A WEEPING LOVEGRASS 10 LBS./ACRE FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
MAR I -JUN 30 R ADD HULLED COMMON 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
BERMUDAGRASS 25 LBSJACRE AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
JUN I - SEP I ~~TALL FESCUE ~ 120 LBS./ACRE ~+~BROWNTOP MILLET 35 LBS,/ACRE ~ APPLY AGRICULTURAL LIMESTONE - 2 TONS/ACRE J
?~R SORGI~JM-SUDAN HYBRIDS 30 LBS./ACRE 3 TONS/ACRE IN CLAY SOILS DC
SEP I - MAR I SERICEA LESPEDEZA FERTILIZER - 1000 LBS./ACRE 10-10-10
(UNI-LULLED-UNSCARIFIED) 70 LBSJACRE SUPERPHOSPHATE - 500 LBS./ACRE - 20~ ANALYSIS
AND TALL FESCUE 120 LBS./ACRE MUCH - 2 TONS/ACRE SMALL GRAIN STRAW
NOV i - MAR I ADD ABRUZZI RYE 25 LBS./ACRE ANCHOR -ASPHALT EMULSION AT 300 GALLONS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO z
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING RATE COMBINATIONS ARE W-
POSSIBLE, W-
z
+~~TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED ac
VEGETATION, DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN
HEIGHT BEFORE MOWINGr OT{-~RWISE FESCUE MAY BE SHADED OUT, w _
..1L_
W
11.1rn
n, U l i_JL
~T 10'x' O.C,
WIRE FABRIC g I. FflJC€ FABRIC SHALL BE A MI~MLM OF 37 4 6' MIN GRAY
IN WIDTH AND SHALL HAVE A MINM~+d OF ~ ° ~ TRAIL 6 LH~ WIRES WITH 17 STAY SPACING , MIRAFI 140 OR EQUAL W
in Ll_l
2, FILTER FABRIC SHALL. BE UV, RESISTANT F (BI.ACtO MIRAFI 140 OR EQUAL ,FABRIC SHALL 1_JL
BE ATTACEED TO THE FENCE WITH WIRE TIES , f
3. STS. POSTS SHALL BE 5"-El IN FEIGHT AND N \\`1111 I I 1111 ~ r~~// /i W
SHALL 8E OF TFE SELFfASINER ANGLE STEEL. TYPE , ~ ~ N ~ C / ~ 00000 ~i ~ o0 0o i
4, WOOD POSTS SHAH 8E 5 TO 6 FIB:T IN HEIGHT AND ~ N ~ 0 0°0 ooooo~ i o ~ o
3' TO 4" IN DIA(~T62 ,WIRE FABRIC SHALL BE o 0 0 0
FASTEN® TO POSTS WITH NOT LESS THAN tt 9 0 0 84 0
WIRE STAPLES 1112' LONG , ELEVATION SECTION a o ~o 0
~ q 3 ART , ~ll,ll~~111111
T ~ EMPORARY SILT FENCE DRAWN BY GRG
7 NOT TO SCALE
CHECKED BY GRG
MISCELLANEOUS DETAILS PROJECT NO.97023
7 SCALE AS SHOWN DATE MARCH 1999
7 7
SHEET OF

REVISIONS
NORTH C A R ~ O L I N A
N
-t ~F R 'ci ~
CITY OFFICIALS
V~ Cy ~
MAYOR U
~ O
TOM FETZER ~s ZO~ ~ v`2
3y ,~f *w
cpa°
CITY MANAGER
0
D. E. BENTON PROPOSED GREENWAY TRAIL m
4
PARKS AND RECREATION DIRECTOR z~ O
JACK C. DUNCAN ~
~ U ~ v
ert. oa~ve s
COUNCIL ~
UST OF DRAWINGS ~ ~ a
PAUL Y. COBLE
g~ W Fz~
STEPHANIE FANJUL SHEET N0. DRAWING NAME Cti o x m
JULIE SHEA GRAW ~~~'F' R°~0 ~0 1 STATION 0+00 TO 15+00 p z ~ ~
BENSON KIRKMAN 2 STATION 15+00 TO 30+00 ~ o
3 STATION 30+00 TO 45+00
JOHN H. ODOM ~
PARKS 4~ 4 STATION 45+00 TO 60+00
KIERAN SHANAHAN o 5 STATION 60+00 TO 75+00 ~~11SSL'~
BRAD THOMPSON 3~ 6 BRIDGE DETAILS
7 MISCELLANEOUS DETAILS Z ~
J
Q
1 OC ~ -
LOCATION MAP
APPROXIMATE SCALE 1" = 1/4 MILE U Qz
~O
~ WU
O
c~
~ W
~RABTREE REEK W~- J U_
~
R E E N W A Y TRAIL ~m~
F- U
U
SECTION
o o DRAWN BY GRG
94 0 CHECKED BY GRG _ 0 0
MARCH 199 PROD. NO. 97023
MAR 1999 DATE
39
COVER
SHEET OF

to ~
~Q o~~
W QZ
mQ ~
2 ~ Q ~ N 754,675.46
~ e o~ p o0 E 2,107,804.10
~ ^
~ryry ~
Y Q o EIP srA. ~5 +oo
WA J . GR~ Q NEW nON OF ~ Q a b
gEgN TROC EpGE W CONS T ~ II. ~ sMN MA rcH LINE
TRAIL y~IEN E TRA t PA G ~ Npl. RNIN LNG. ~
AsP E Tu C~ ~ N
Apo TREET E EXIS EXIS ARK ~ c
CIE P , . IN~ ~ MN , . ~ ~~o Q Nq0
5 f ~ ~ 8,3 ~ ' u
x r ` SMN f~~ tP ' SM
~ / ~
O~ X
a '"oo = ~ N o / s SM ~ N 754,717.23
~ XIS1?NG TREE _ , x E j ~ f' C(fAREp 40' ~µt-R N/t' PROPERTY OF E 2,101,938.10 N/f PROPERTY Of
~0 -~C EA~ENT CITY OF RALEIGH 2 CITY OF RALEIGH
SM ~ v / EIP 10+00
G TREES / _ ,~1~~ 7+00
9+00 ~ 1
/ 6+ - ~ ~ T1~0 12100
/RIP " Z EX' R~PUNI"0 ~ 0
/ , _
Q / sMN 10 WIDE ASPHALT / N/F PRA°fRTY OF DE ASPHALT
~n ~ RAL~r~ _ _ _ _ _ GREENWAY TRAIL ~ _ - fWAY TRAIL
CLEAR 20'f THROUGF!
/ Tqo WOODED AREA
/ ~ ~ BARK SEE NOTE'
PP.
0
SCRIBE
N 753,95320 Z
E 2,108, 452 62 _ _ _
EL. 211.87
o
Ns ~
_ r
~ / ~
L ~ / / GENERAL NOTES•
i ~ / THE TRA2 ALIGNMENT SHOWN IS THE "DESIGN ALIGNMENT". THE ENGINEER \ ~ 00000 \ \ 000 000 / - a~ ~a, o ;
Cn ~ / / WILL PROVIDE COORDINATES EVERY FIFTY FEET FOR STAKEOUT OF THIS 0
~ / ALIGNMENT PRIOR TO ALIGNMENT CLEARING, REPRESENTATIVES OF THE 0 r ~ o =
/ CITY PARKS AND RECREATION DEPARTMENT WILL FLAG TREES ALONG THE 0 10084 8 - 0 0~;
/ / ALIGNMENT TO BE SAVED. AFTER CLEARING OF THE ALIGNMENT, THE PARKS / ~o,~ ,a
/ AND RECREATION DEPARTMENT WILL FLAG THE FINAL TRAIL CENTERLINE. / / IT SHOULD 8E ASSUMED BY 1Hf CONTRACTOR THAT THE FINAL TRAIL ~oooooo P.
/ ALIGNMENT WILL 8E MORE RANDOM AND CURVING THAN THE "DESIGN ART 3 9 ~
/ / ALIGNMENT° AND IS TO BE CONSTRUCTED AROUND THE SAVED TREES
AND OTHER SIGNIFICANT NA NRAL FEATURES
i~
~ . _..__m . T _ _ . 225
225 _ _m
_ . - _ - _ _ _ _ 220
220
~ _ - _ _ _ _ _ . _ _ 215
215 _ _
_ _ _ . _ 210
210 _ _ _ _
_ _ _ _ - _ _ . _ _ _ _ . _ _ _ - _ _ _ - 205
205

_ _ _ _ _ . ...r _ .
- 200
200 _ .
- - _ - _ _ 195
9
~ ~ u..~ _ _ _ _ _ . _ _..w._ . _ _ _ . _ _ ~ 190
190 _ _ -
m
10+00 11 12 13 14 15+00 8 9
5+00 6 7 8 2 3 4 0+00 1
DRAWN BY: GRG
R~nsa~s HORIZONTAL SCALE: t"=50' o PLAN PROFILE -STATION 0+00 ~u o+oo To ~~oo ~ . . CHECKED BY: GRG
VERTICAL SCALE : 1 = 5
n
50' 0 50' 100' 150' WAY TRAIL SECTION 11 309 NORTH BOYLAN AOSNUB PROJECT N0: 97023
H O R I Z O N T A L
5 0 5 10, 15, ANDERSON DRIVE TO LASSITEP N.ITER M : JANUARY 1999 ILL ROAD RALEIGH, NORTH CAROLINA 27606 DATE SS
L RALEIGH NORTH CAR01 919/833-1212 ~I CAROLINA SHEET OF
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195 - - _
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_ 0 23 22 8 29 27 2 +00 26 25 24 23
21 20+00 19 18 17 0 16 15+0 DRAWN BY: GRG
0 0 CHECKED BY: GRG
HORIZONTAL SCALE: 1"=50' - ATION 15~K ILE ST PLAN PROP REVISIONS ~ ~ c ~ r i r e i c C 4 1 F~ 1 5 15+00 TO • tION
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50' 0 50' 100' 150' ~,,~:.,,owAQY 1999 ff*41NAY TRAIL SECTION II cos NOM eonAN evEM
H O R I Z O N T A L
LASSIl Li- ANDERSON DRIVE TO i LASSITER MILL ROAD ~1BIG& NORM CAROLINA 27809 $HEEf OF
m 5' p 5' 10 1 V E R TI C A RALEIGH, NORTH CAG ZTN CAROLINA 919/899-1212 2 7
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D D N/F PROPERTY OF r- r CITY OF RALEIGH
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N/F PROPERTY Of N/F PROPERTY OF ~
DJ s~ t42g1 x0 i D D s?~ 2to. 3 C1TY OF RALEIGH N/F PROPERTY OF A. VANCE ANDERSON PLANNJNG DEPARTMENT MARY EVAN TRAER Z
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AIL TNT INO SNA ~ 'S5 i CT TR CLEAR p BE ~ ~ oUM ~ 'v WAY TRAIL ° ~
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S 5FI0~ Ly THE ABEI,ED OF ~ ~ ~ - ~ pIM A p TO ~ Ny UNL ED tMD "0 0 / 20 r ~ 3~
lIM?TE AND A DISTURB e~ VED THE AMpTtE ' ~ ~ 40+0 o n
REMO yB1FIIN ~ o o ' 0 UBS Cn 0 36' S 4• ASN SNR CONSIRU 0 J~ ?'v ~6 / 2 K ~
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205 - - 205

_ . _ _ _ - _ _ - _ 200
200 _ _
. _ y..___ ._.__w_ ~ 195
195 ~
- _ _ _ _ _ _ _ _ _ _ _ - _ 190
190

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35+00 36 37 38 40+00 41 42 43 44 45+00 38 39
30+00 31 32 33 34
~ REVISIONS HORIZONTAL SCALE: 1"=50' DRAWN BY: GRG
o » _ ~ PLAN PROFILE -STATION 3~O+OC VERTICAL SCALE: 1 -5 ~ moo To moo ~ , ~ CHECKED 8Y. GRG
50• 50,°° 150• CRABTREE CREEK GREENWAY H 0 R I ZS N T A L .
WAY TRAIL SECTION 11 309 NORTH BOYLAN AVBNUS PROJECT N0: 97023
5 o 10 5. ANDERSON DRIVE TO LASSITEP
%SSITER MILL ROAD RALEIGH, NORTH CAROLINA 27603 DATE: .1AIU.)A12Y 1994 919/833-1212
V E R r. c n L RALEIGH, NORTH CAROI A CAROLINA sHEE:3 7 r OF

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210 _ T___ -mm__ _ 210
205 _ _ _ _ _ _ _ _ _ 205
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200 - _ 200
195 mm ~
190 - - _ _
190
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45+00 46 4 7 48 49 50+00 5 1 52 53
53 54 55+00 56 57 58 59 60+00
~ REMSIONS HORIZONTAL SCALE 1 " = 50'
° _ ~ PLAN PROFILE -STATION a VERTICAL ~ 4rJ'FO~ SCALE . 1 - 5 ~RAwN eY: GRG ~ moo To 60+00
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WAY TRAIL SECTION 11 309 NORTH BOYLAN AVEM PROJECT NO: 97023
5' o s' 10' 15' ANDERSON DRIVE TO LASSITE E R r. c n L RALEIGH, NORTH CARC RALEIGH NORTH CAROLINA 27603 DATE: JANUARY 1999 ASSITER MILL ROAD
91e/833-1212 4 7 -I CAROLINA
SHEET OF

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_ _ _.m._... . 205
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_ _ . . _ _ _ _ T.. _ _ _
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195
_ _ ___._.m m_~__ _ . ..___n_. 190
190
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61 62 63 64 65+00 60+00 66 67 68 69 70+00
REV~sioNS HORIZONTAL SCALE: 1"=50' DRAWN BY: GRG
o n _ ~ PLAN PROFILE STATION 60+1 VERTICAL SCALE: 1 -5 ~~oN bo+ao To ~ ~ . . CHECKED 8Y: GRG
U- 50' 0 50' 100' 150'
VWAY TRAIL SECTION 1 1 W9 Ram BO,W eVE,,,g PROJECT Na 97023
~ HORIZONTAL
U-) 5 0 5 10 15 ANDERSON DRIVE TO LASSITE _ASSITER MILL ROAD RAIBIG$ NORM CAROLINA 27609 DAM JANUARY 1999
L RALEIGH NORTH CAR( cn VERTICAL "H CAROLINA 919/899-1212 SHE5 oF7
c CD
a

REVISIONS
fo'-o"
roP CHORD
I I IIII
I I DracoNAL IIII
I I IIII
I II II
II II II II
II II I I I 4r
tl U II II
i l VERDCAL I I
I II
I I PLANK HOLDDOWN ( l
I I WOOD DECK STRINGER
II II
BOTTOM CHORD BAR TYPES
-------J
FLOOR BEAM BRACE DIAGONAL 6°
SEC110N THROUGH BRIDGE
SEE PLANS FOR BRIDGE LENGTHS ~ ~-3" Lqp
2'-1.5"
SYMMETRICAL ABOUT OF BRIDGE
roP eHORD vERncAL 3'-1" ' a
0
U~
W
H
CONCRETE f'-8" S3
ABUTMENT U
ELEV. A' ELEV. B' BOTTOM CHORD DIAGONAL 4.5" 2'-2" s1 N.R. O
NO1E.• 8AR DIMENSIONS ARE OUT TO OUT U)
A
BILL OF AIAlERIAL PER END BENT
O
BAR N0. S1ZE TYPE LENGIH WEIGHT ~D
ELEVA 110N OF BRIDGE
NOT TO SCALE W ~ 81 8 8 SIR 11'8" 249 ,a
B2 4 6 STR i18" 70 z
e3 4 4 sTR 11'e" 31 0
A j4 Si CROUI~ LINE !0" ~ o
2" CL K1 2 4 SIR 118" 16 x
2-j4 Kl FILL FACE Kf U sr s 4 1 12's' s7 V
S2 8 4 S1R 2'2" if ~
L. TYP. SJ 8 4 2 6 6" 35 ~ ~i ~ ~ ) _ O
4 /4 B3 OhER PItfS (1t
z mTAL fiEINfORC1NG STEEL: 47s LBS. W I
,~4 S2 ~ a x e~
,~B Bf 2-,~ B2 3'-6" CLASS 'A" CONCRETE FOR CAP• 3.15 CU. YD. ~ (y ~ W ~ z~
.4" HP 12x53 STEEL PJLE 35 LONC 140 FT. 0 \
2'-6" ;dlS B2 21-6" 2- B2 2. N0. 4 W ~ ~ 2" CL. rk ~
f6 ~ ~ /4 • • • • • • • • ~ S3 BILL OF AIAIERIAL PER BR1DGf V C~ 01 ¶ ~ II 20"
~4 S3 /4 B3 5" ~ I) ~ 11 Il II II II II 11 I 11 15" BAR N0. SIZE TYPE LENGIH WEIGHT
1r EMBEDMENT I I • I I II II II II II 12 II u ,/6 BP 8" 10"
I I I I I I I l EL 20i 7t BRIDGE 1 ~ _ Bi 16 8 SIR 11'8" 498
I I I I I l I I 3" CL. TO ~ Bl 6" 6" 6" B2 8 6 S1R 1 f'B" i40
A EL. 205.51 (BRIDGE /3) 83 8 4 S1R 11'8" 62
il" 11" 11" 11" ii" 11" 11" 11" fL. 205.0E (BRlOGE,/4) 11 ` „,IIW ,,IIW „,IIW ,,IIW 11 I ~ Pi, ¢ P12x53 S1Ef1, BRACf P7tE
xllla xllla kllla klll4 11 / p Kt 4 4 STR 118 32
a J a ~ ally all 11 ~ 21 Im ~I = m 2 ~ 1 J
~ I~ ~ I~ ~ i~ ~ I~ I I~ I I I Si 16 4 1 12 6" 134
1 r S2 f6 4 SIR 22 22
3 S3 16 4 2 6'6" 70 3
I
12 12 1 TOTAL REINFORLYNG STEEL: 958 LBS
END BENT ELEVATION ¢ HP12x53 STE PrLE I r a
15" 15" -15" CLASS A CONCRETE FOR CAP: 6.3 CU. YD.
HP 12x53 STEEL PILE 35'IONC 280 FT NO. 8 z
I I SEC110N A-A W
II i II I A-A
I I I I ( I ~W ~W z ~c
ro" II ~a I II e0.
m I m I II I II 4' ~ + ~ ~ + w
TYP. BEARING PAD _Y._
I II I I I II I l I l (BY BR10GE fABRlCATOR) 2'-6" I I W
s" d II III I II Id l II I I W W
1'-8" L ~L J L ~ ~L J L ~ ~ J ~ 3/4" DIA. x 24" ANCHOR BOL15 TO PRO~CT 4". (4 REQ'D AT Vl
h ~ ~ ~ EACH fN0 BENT} AND 8" HOCK. 10" NI ryl ~ NI (HOT DIPPED GALVANIZED)
4 t T W
W
'-3" 3'-2" 3'-2" J'-2" 1'- " Lid
9'-6"
L1!
r 1'-0°
12'-0"
L t~ 1
END BENT PLAN
`IIIltlll 1171~~~~'
SCALE: 3/4" = 1'-0"
~ /i ~ \ °ooooo00 ~ o °00 0~ /i
° ~ DRAWN BY GRG
~n a
100084 84 = CHECKED BY GRG 0 0
PROJ. NO. 97023
DATE MARCH 1999
Jrnun~~
SHEET OF

_ _ _
REVISIONS
7ASPHALT SURFACE SLOPE TO
BACkFiLI WITH ABC STOPE COIPACTED EXISTING
TO EDGE OF ASPHALT AND COMPACT GRASSED SNOl1.DER GRAS 7-0' 5'-0' S'-0' 7-0' 3'-0'
SLOPE 114' PER Ft, SLOPE I!4' PER FT. SLOPE 1l7 PEQ FT. A TO ~
4 T O/
COMPACTED SOIL BASE 6' CRUSF~ STONE
BASE
1J4T~ NEW ASPHALT SURFACE IS 10'-0' WIDE WITH A 7-0' SHOUf.DER BACKFILLED WITH CRUSFED STONE TO FINIS4~ GRADE
I ASPHALT TRAIL SECTION a
7 SCALE V7 • I'-0' ' ^w VJ
O
z
SEEDING SCHEDULE
(REVISED I-I-86) ~o
SHOULDERS. SIDE DITCI-ES, SLOPES (MAX, 3~D SEEDBED PREPARATION C U
DATE TYPE PLANTING RATE I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER x
AUG 15 - NOV I TALL FESCUE 300 LBSJACRE ADVERSE SOIL CONDITIONS, IF AVAILABLE, OFD
NOV i - MAR I TALL FESCUE 300 LBS./ACRE 2 RIP TI-~ ENTIRE AREA TO 6 INC4-~S DEPTH. AND ABRUZZI RYE 25 LBS./ACRE 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING O~
MAR I -APR 15 TALL FESCUE 300 LBS./ACRE THE SURFACE REASONABLY SMOOTH AND UNIFORM. Z~
APR 15 -JUN 30 HULLED COMMON 4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE Rii axe
BERMUDAGRASS 25 LBS.ACRE UNIFORMLY AND MIX WITH SOIL (SEE BELOW), ~ o~c~ ~ z~~o
JUL I - AUG 15 TALL FESCUE AND 120 LBS./ACRE 5, CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY
~*BROWNTOP MILLET 35 LBS./ACRE UNIFORM SEEDBED IS PREPARED 4 TO 6 INCI-ES DEEP. ~ ~ o
~~OR SORGHUM-SUDAN HYBRIDS 30 LBS,/ACRE 6, SEED ON A FRES~#-Y PREPARED SEEDBED AND COVER SEED LIGHTLY ~ rn
WITH SEEDING EQUIPMENT OR CUTIPACK AFTER SEEDING.
SLOPES (3~1 TO 2~U 7, MULCH IMMEDIATELY AFTER SEEDING AND TACK THE MULCH WITH ASPHALT TACKING,
MAR I - JUN I SERICEA LESPEDEZA 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
(SCARIFIED) AND 50 LBS./ACRE RESEEDINGS WITHIN TI-E PLANTING SEASON, IF POSSIBLE, IF
MAR I -APR 15 ADD TALL FESCUE 120 LBS./ACRE STAND SHOULD BE OVER 60 PERCENT DAMAGED, REESTABLISH
MAR I - .;1JN I R A WEEPING LOVEGRASS 10 LBS./ACRE FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
MAR I -JUN 30 R ADD HULLED COMMON 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
BERMUDAGRASS 25 LBSJACRE AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
JUN I - SEP I ~~TALL FESCUE ~ 120 LBS./ACRE ~+~BROWNTOP MILLET 35 LBS,/ACRE ~ APPLY AGRICULTURAL LIMESTONE - 2 TONS/ACRE J
?~R SORGI~JM-SUDAN HYBRIDS 30 LBS./ACRE 3 TONS/ACRE IN CLAY SOILS DC
SEP I - MAR I SERICEA LESPEDEZA FERTILIZER - 1000 LBS./ACRE 10-10-10
(UNI-LULLED-UNSCARIFIED) 70 LBSJACRE SUPERPHOSPHATE - 500 LBS./ACRE - 20~ ANALYSIS
AND TALL FESCUE 120 LBS./ACRE MUCH - 2 TONS/ACRE SMALL GRAIN STRAW
NOV i - MAR I ADD ABRUZZI RYE 25 LBS./ACRE ANCHOR -ASPHALT EMULSION AT 300 GALLONS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO z
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING RATE COMBINATIONS ARE W-
POSSIBLE, W-
z
+~~TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED ac
VEGETATION, DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN
HEIGHT BEFORE MOWINGr OT{-~RWISE FESCUE MAY BE SHADED OUT, w _
..1L_
W
11.1rn
n, U l i_JL
~T 10'x' O.C,
WIRE FABRIC g I. FflJC€ FABRIC SHALL BE A MI~MLM OF 37 4 6' MIN GRAY
IN WIDTH AND SHALL HAVE A MINM~+d OF ~ ° ~ TRAIL 6 LH~ WIRES WITH 17 STAY SPACING , MIRAFI 140 OR EQUAL W
in Ll_l
2, FILTER FABRIC SHALL. BE UV, RESISTANT F (BI.ACtO MIRAFI 140 OR EQUAL ,FABRIC SHALL 1_JL
BE ATTACEED TO THE FENCE WITH WIRE TIES , f
3. STS. POSTS SHALL BE 5"-El IN FEIGHT AND N \\`1111 I I 1111 ~ r~~// /i W
SHALL 8E OF TFE SELFfASINER ANGLE STEEL. TYPE , ~ ~ N ~ C / ~ 00000 ~i ~ o0 0o i
4, WOOD POSTS SHAH 8E 5 TO 6 FIB:T IN HEIGHT AND ~ N ~ 0 0°0 ooooo~ i o ~ o
3' TO 4" IN DIA(~T62 ,WIRE FABRIC SHALL BE o 0 0 0
FASTEN® TO POSTS WITH NOT LESS THAN tt 9 0 0 84 0
WIRE STAPLES 1112' LONG , ELEVATION SECTION a o ~o 0
~ q 3 ART , ~ll,ll~~111111
T ~ EMPORARY SILT FENCE DRAWN BY GRG
7 NOT TO SCALE
CHECKED BY GRG
MISCELLANEOUS DETAILS PROJECT NO.97023
7 SCALE AS SHOWN DATE MARCH 1999
7 7
SHEET OF