19990426 Ver 1_Complete File_19990504

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
AOM% low
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 7, 1999
County Wake
DWQ Project #
APPROVAL of Neuse River Buffer Rules
City of Raleigh
Capital Area Greenway
222 West Hargett St.
Raleigh N.C. 27602
Dear Sirs:
You have our approval, to Construct a greenway adjacent to Walnut Creek between Old Garner Road and Rock
Quarry Road as you described in your application dated 4 May. After reviewing your application, we have decided that
this project is in compliance with the Neuse River Buffer rules (15A NCAC 2B .0233). In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but no limited to) Sediment and
erosion Control, Coastal Stormwater, Non-Discharge and water Supply Watershed regulations.
This approval is only valid for the purpose and design that you described in your application. If the property is
sold, the new owner must be given a copy of this approval letter and is thereby responsible for complying with all
conditions.
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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Domey
Central Files
HSMM
cerely
Ke T. Stevens
990426.1tr
Division of Water Quality • Environmental Sciences Branch
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
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4011;91 1EL
DWQ ID:
CORPS ACTION ID:
PAYMENT
RECEIVED
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)y
PRE-CONSTRUCTION NOTIFICATION APPLICATIOK"
FOR NATIONWIDE PERMITS THAT REQUIRE: ro
c
1) NOTIFICATION TO THE CORPS OF ENGINEERS '
2) APPLICATION FOR SECTION 401 CERTIFCATION
3) COORDINATION WITH THE 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
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD,
RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
2. MAILING ADDRESS:
1. OWNER'S NAME: C i`f•Y e -I- K ( e, I'
""Or
v t
Flop-- -SUBDIVISION NAME Iv??
CITY: STATE: I? . C ZIP CODE: 2 760 2
PROJECT LOCATI MAIL G ADDRE O ABOVE) SS, IN, a I ?ING'?-?• ISr " DIFF ? ,R TENT FR F OM
???ee bc?w4 Old ar?NevL- ?. a?? R" Qu4KK
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3. TELEPHONE NUMBER: (HOME) (WORK) S 90 -32-1-S
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
1305 Nd v4?r, p?iy? . ? 303
C. -.7-
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: et e - NEAREST TOWN:

SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) 71A f-
6_ IMPACTED OR NEAREST STREAM/RIVER: W A I N tAT C ?L c e k,
RIVER BASIN: U e- a5G Ig. v f'LiCL
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-In? YES ( ) NO (X ) IF YES. EXPLAIN:
7b- IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROMENTAL 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?
IV
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO (X) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (X) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 4'57. 23 GS
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
?;7. D A g .
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: _ N b y 'e- EXCAVATION: b L n:0
FLOODING: b r? e, _ OTHER : 40/4+ c S
DRAINAGE : Iv n v. P - TOTAL ACRES TO BE IMPACTED:
lob_ (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _FT AFTER; FT
WIDTH BEFORE (based on normal high water contours):
FT
AVERAGE DEPTH BEFORE: 1J //°s FT AFTER: ?..-?,<,6 FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: N
CHANNEL EXCAVATION: N COONSTRUCTION OF A DAM/FLOODING:I
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? A WHAT IS THE EXPECTED
POND SURFACE AREA?
12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
F.nUiPMPNT TO BE USED? (ATTACH PLANS. 81/2 *Y 11 DRAWINGS QNLY) 1 _f
w
e-,
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINI IZE D IMPACTS)
t ?
le- % 00 "7" 1, " c 6 I? e'e l-. -f?l ?? i In c ??5+\q (?
BT T2-a ?? -? d wi i h i yr e° W? l t a n G? I Jo-u15
3
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 THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: ?l l'4 P?.l Zg- 149 B
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
W,HICp MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
• 2 •998
17. DOES THE PROJECT INVOLVE AN EXPEND OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO (\X)(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( )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
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 DEPARTMENT 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 (INTERM=NT 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.
e. WHAT IS LAND USE OF SURROUNDING PR/OPOERTY?i
I-L X01 ?.{ S °? ?S i d C y14i ek ` p o c' . L w
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS 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
3) (IN THE TWENTY COASTAL COUN'T'IES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
CAPITAL AREA GREENWAY SYSTEM
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Location Q '.0. Box 590 Raleigh, North Carolina 27609 FTY YEARS
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' ~ F lem. ~ ~ ~ ch. i~ ~ DATE: SEPT. 2, 1998
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SHEET INDEX
COVER SHEET G - 1
EXISTING CONDITIONS G - 2
0
W ICIALS EXISTING CONDITIONS G - 3
W
W ~ TOM FETZER SITE PLAN - SECTION 1 C - 1
~ ~ SITE PLAN -SECTION 2 C - 2
SITE PLAN - SECTION 3 C - 3
. , DEMPSEY BENTON SITE PLAN - SECTION 4 C - 4
. f \l
W SITE PLAN - SECTION 5 C - 5
~ , I-
• i~ r ~ `i ~ ~ ~ ~ JULIE SHEA GRAW 20 SCALE ENLARGEMENT (OLD GARNER ROAD) C - 6
~ ~ ~
1 STEPHANIE FANJUL 20 SCALE ENLARGEMENT (STATE STREET) C - 7
~i .
4,a
i~ ~ ~ ~ 1 KIERNAN J. SHANAHAN 20 SCALE ENLARGEMENT (ROCK QUARRY ROAD ~ - 8
~ JOHN H. ODOM PLAN & PROFILE C - 9
TRAIL DETAILS C - 10
z s ~a
~ ~ a i ~ ~ n.. BRAD THOMPSON BOARDWALK DETAILS C - 11
s i' ~ ~ 1
J W. BENSON KIRKMAN FOOTING DETAILS (ALT: F-1) C - 12
`
i ~ ~r a~ ~ ~ ~ I i - ~ ~;I m / / PAUL C. COBLE RALEIGH DETAILS C - 13
m SEWER CROSSING DETAILS (ALT: S-1) C - 14
~ . UC cu jii ~ /~l/
co / r ~n ~ ~
~ ~.lh,~,~,. R: JACK DUNCAN BRIDGE DETAILS (ALT: B-1) C - 15
r. .i•.'`~ 4 ti ~ / - - RETAINING WALL DETAILS C - 16
L ~
. f~- STEP DETAILS C - 17
i a ~ ~ 1 • ~ 3 1, , INER: VICTOR LEBSOCK BRIDGE ABUTMENT DETAILS C - 18

m 3 ~ / ~ i SOIL EROSION DETAILS C - 19
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EROSION CONTROL NOTES
GENERAL NOTES
1. CONTRACTOR SHALL LOCATE ALL U11LIllES AND UTILITY ELEVATIONS PRIOR TO 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS. 23. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACT tAL CONTRACTOR SHALL HOLD A 1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE ~ Q
CONSTRUCTION. PRE-CONSTRUCTION CONFERENCE. 2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE P A I A O
13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE L N S VIOLATION ~ 0TH UNDERGROUND AND ABOVE, ARE OF THE STATE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. i- ~
2, ALL U11L111ES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. 24. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGRI / Y ZINGS. THE CONTRACTOR SHALL ~ W ~ ~
DAMAGED DURING CONSTRUCITON SHALL BE CORRECTED BY CONTRACTOR. BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE COP 14. CONTRACTOR SHALL PROVIDE SILT FENCING AS NEEDED OR DIRECTED BY THE VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CON' w w UQQ RELATED CONSTRUCTION. ANY 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS ~ O ~ O
3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. EROSION CONTROL INSPECTOR. DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRE OWNER'S REPRESENTATIVE NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND Z ~ O ~ ~ ~
IMMEDIATELY. ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION Q ~
4. CONTRACTOR SHALL STAKE CENII=RLINE OF TRAIL AND OBTAIN APPROVAL FROM 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND C~ W
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE SCHEDULE ON SHEET C19. CONSTRUCTION SEQUENCE AYS OF COMPLETI N . 'l MULCHED WITHIN 30 D ON OF GRADI G ALL REMAINING AREAS ARE F- } TO BE SEEDED AND MULCHED WITHIN 120 DAYS. ~ Q
RESOLVED PRIOR TO CONSTRUC110N. 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE 1. OBTAIN GRADING PERMIT. ~ 1 O
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STA110NING AND STATE, COUNTY AND LOCAL CODES. CROSS-SEC110NS FOR APPLICABILITY TO E};IS11NG CONDITIONS PRIOR TO 2. INSTALL GRAVEL CONSTRUC110N ENTRANCES, SILT FENCING, C ~2 LT FENCING, OR OTHER MEASURES AS A LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT
CONSIRUC110N. 17. ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY THE CITY OF RALEIGH. SITE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSAR AS NECESS RY TO INSTALL THESE SECTION AND THE COUNTY ENGINEERING DEPARTMENT. ~ ' ~ p A
GENERAL CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH. DEVICES.
6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER MAIN N E AND R ~ ' ~ a L 5. CONSTRUCTION, TE ANC EMOVAL OF ALL EROSION CONTROL DEVICES _ ( a I ~
DRAINAGE PATTERNS AND PIPING A5 THEY CURRENTLY EXIST UNLESS NOTED 18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPEC110NS, CERIIFICAITONS, 3, OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWI ~ ~ ~ APPROVAL. SE NOTED. ~ ~ r G
Y DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE EQUIPMENT, ETC. THAT MAY BE REQUIRED. OTHERWISE. AN CONTRACTOR SHALL BE CORRECTED BY THE. CONTRACTOR TO CONDI110N PRIOR TO 4. BEGIN TRAIL CONSTRUCITON. MAINTAIN DEVICES AS NEEDED. AS NEEDED. 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. ; ~
DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 19. THE CONTRACTOR SHALL NOTE 11~AT THE DRAWNGS ARE SCHEMATIC IN NATURE ~ ~ ~ 4
ACCORDING TO DETAIL. AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GI FINISHED GRADE WITH VEGETATION, 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS
REQUIRED FOR A COMPLETE AND WORKING SYSTEM. PAVING, ETC. OTHERWISE NOTED, ! - ~ a . ~ ~ / -ri-
7. LIMIT OF CONSTRUCTION IS TO BE PERFORIvIED WITHIN EXISI1NG EASEMENT. 20. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN 11~E CONSTRUCTION MEANS 6, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STA KEY MAP
SEAS ARE STABILIZED COMPLETELY, 8. CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT OF SUBSURFACE NO SCALE
R ACCESS FOR TRAIL CONSIRUC;TION IS IDENTIFIED ON T}iE PLANS AS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. 8. CONTRACTO 'ECTOR. INVESTIGATION (IF AVAILABLE) AND FOLLOW THE RECOMMENDATIONS FOR GRADING, COMPACTION AND PAVEMENT DESIGN, ETC.
"CONSTRUC110N ENTRANCE" AND SHALL BE CONFIRMED BY CONTRACTOR WITH ' NSIRUC110N. 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY 7, ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTR ROSION CONTROL MEASURES AND
OWNER S REPRESENTAl1VE PRIOR TO CO BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS 1TiEREOF SEED ANY RESULTING BARE AREAS. 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS.
' TAl1VE AND SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE 9. CONTRACTOR SHALL REVIEW TREE REMOVAL IMTH OWNER S REPRESEN CONTRACT DOCUMENTS SHALL BE MADE WITHOUT II~E WRITTEN PERMISSION OF THE
OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINI CALL FOR FINAL S1TE INSPECTION BY
' RANCHES OF TREES OWNER S REPRESENTAl1VE. ENVIRONMENTAL INSPECTOR. VEGETATION TO 2 BEYOND ASPHALT EDGE OF TRAIL. LIMB UP B
TO PROVIDE 8' VERTICAL CLEARANCE. 22. THE CONTRACTOR SHALL, AT ALL 11MES, KEEP THE PREMISES FREE FROM 9. OBTAIN CERTIFICATE OF COMPLETION.
ACCUMULA110NS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SIZE BY CONTRACTOR. OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A
„ DAILY BASIS.
11. CONTRACTOR SHALL PROVIDE STORM WATEF, TAIL DITCHES TO PROVIDE POSITIVE DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
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0 ° NOTES:
1. SANITARY SEWER & EASEMENT INFORMAl10N TAKEN FROM BONEY & ASSOCIATES, °
INC. DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
1998. REVISION DATE DESCRIPTION BY APP
2. TOPOGRAPHICAL & PLANIMEIRIC INFORMAITCN PROVIDED BY WAKE COUNTY & THE
CITY OF RALEIGH DATED JUNE 1998. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM

3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE BOARDWALKED. DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GLA
3 O Nillow AFFHUVtu JLM UAIJ 1 IIVV
J
Z 120' 60' 0 120' 240' SUBMITTED JLM
CU CU 1 CONDITIONS "120'
r HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
U, W ARCHITECTS - ENGNEERS - PLANNERS 1"=120' NO. 7522
RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET G2

OL NOTES CONTR EROSION
ACCEPTABLE ~
NOTES TING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL ENERAL RIOR TO STAR G ARDS. 23. P i ON-SITE BURIAL PITS ARE NOT Q ACTOR SHALL HOLD A G ~
CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STAND AND UTILITY ELEVA 110NS PRIOR TO 12. ALL PRE-CONSTRUCTION CONFERENCE. RADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION ~ ~ . ANYG _ ~ Y~~
1. CONTRACTOR SHALL LOCATE ALL UTILITIES STATE COUNTY EROSION CONTROL ORDINANCk AND IS SUBJECT TO A FINE. W AND ABOVE, ARE OF THE / ~ U Q Q
UCTION. N INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY II~E NDERGROUND AND CONTTR 13. BASE INFORMATIO 24. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH U RGROUND W TOR SHALL W O ~ O CONTRAC BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS Z ~ ~ ~ ~
CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. ABLE RECORD DRAWINGS. THE CONTRACTOR L BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES BASED ON THE BEST AVAIL 2. ALL UTILITIES TO REMAIN SHAL TRUCTION. ANY .i. STABILIZATION IS THE ~ CONS TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ~
CTOR. LD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION CONSTRUCTION SHALL BE CORRECTED BY (,ONTRA FENCING AS NEEDED OR DIRECTED BY THE VERIFY FIE , DAMAGED DURING 14. CONTRACTOR SHALL PROVIDE SILT NECESSARY Q ~ .PRESENTATIVE y WHEN SPECIFICALLY REQUIRED AS PART ~OF THE CONSTRUCTION
ANCIES SHALL BE REPORTED TO THE OWNER S REPRESENTATIVE TROL INSPECTOR. DISCREP ESPECIALL N. ALL GRADED SLOPES MUST BE SEEDED AND W 11 SEQUENCE SHOWN ON THE PLA H.. ~
MAIN TO DRIP LINE. EROSION CON IMMEDIATELY. 3. CONTRACTOR SHALL PROTECT ALL TREES T~D RE 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE ~ Q MULCHED WITHIN ~
RBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING F TRAIL AND OBTAIN APPROVAL FROM 15. ALL DISTU ALL STAKE CENTERLINE 0 UENCE BE SEEDED AND MULCHED WITHIN 120 DAYS. P' o TO O ~
CTOR SH CTION SEQ 4. CONTRA ON SHEET C19. CONSTRU ISCREPANCIES SHALL BE SCHEDULE T MAY BE REQUIRED BY ~
OWNER S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY D D PRIOR TO CONSTRUCTION. UCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE 1. OBTAIN GRADING PERMIT. RESOLVE 16. ALL CONTTR DDIIIONAL MEASURES TO CONTROL EROSION AND SEDIMEN ~ ,,.r:. 4. A
AND STATE, COUNTY AND LOCAL CODES. TRANCES SILT FENCING, OR OTHER SENTATIVE OF THE STATE/ COUNTY >TORM WATER MANAGEMENT - ~ ALOCAL REPRE ~ - ° IG, OR OTHER MEASURES AS UNTY ENGINEERING DEPARTMENT.
APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING 2. INSTALL GRAVEL CONSTRUCTION EN , 5. STATIONING IS S PRIOR TO THESE SECTION AND THE CO t ~ ~SARY TO INSTALL Q
NDITION OF RALEIGH. SITE ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INS1 CROSS-SECTIONS FOR APPLICABILITY TO EkIST1NG CO 17. ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY THE CITY SHOWN a ~ N MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES _ ~
CONSTRUCTION. GENERAL CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH. DEVICES. 5. CONSTRUCTIO , THERWISE NOTED. ~ ~ . PONSIBILITY OF THE CONTRACTOR UNLESS 0 ~ ~ ~ o ARE THE RES
ABOVE AND BELOW GROUND STORM WATER PAY FOR ALL INSPECTIONS, CERTIFICATIONS, 3, OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ~ C~ ~ r
6. CONTRACTOR SHALL MAINTAIN ALL 18. THE CONTRACTOR SHALL OBTAIN AND AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED T MAY BE REQUIRED. DRAINAGE PATTERNS 1CTURES BY THE EQUIPMENT, ETC. THA OF THE APPROVED PLANS MUST BE ON FILE: AT THE JOB SITE. 1 4 6. A COPY ED. ~ ,~J •
PATTERNS OR STRI 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDED. OTHERWISE. ANY DISTURBANCE OF THESE TO
ORRECTED BY THE: CONTRACTOR 10 CONDITION PRIOR L NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE CONTRACTOR SHALL BEG ~ ~ ON PLAN AND 19. THE CONTRACTOR SHAL SHOWN ARE PAUEMENT, GROUND OR GUTTER FLOW LINE, UNLESS -;~-,a ~ -C , ~ GETATION SPOT ELEVATIONS .D GRADE WITH VE ; ~ ~ . KEY MAP
NLY IF N011 I NG ETC. THAT MAY BE TABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITI DISTURBANCE. CLEAN OUT STORM WATER PPE 0 AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITII 5. S OTHERWISE NOTED. " E NO SCAL
ORDING TO DETAIL. REQUIRED FOR A COMPLETE AND WORKING SYSTEM. PAVING, ETC. ACC THE REPORT OF SUBSURFACE 8. CONTRACTOR SHALL OBTAIN A COPY OF
THIN EXISTING EASEMENT. LE IN THE CONSTRUCTION MEANS WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED C STABILIZED COMPLETELY, ABLE AND FOLLOW THE RECOMMENDATIONS FOR GRADING, - INVES71GAT10N (IF AVAIL )
7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WI 20. THE ENGINEER AND OR OWNER DISCLAIM ANY RO 6. THE PROJECT AS SET FORTH IN THESE PLANS. CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. COMPAC110N AND PAVEMENT DESIGN, ETC.
ANS AS AND METHODS ASSOCIATED WITH SS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PL 8. CONTRACTOR ACCE R WITH NECESSARY ;ONTROL MEASURES AND S SEE DETAIL SHEETS.
„ CONTRACTO WINGS ARE DEEMED ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTROL MEAS " TRUCTION ENTRANCE AND SHALL BE CONFIRMED BY 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRA 7. CONS 9. ADDITIONAL GENERAL NOTE ,
TRUCTION. TOR DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SEED ANY RESULTING BARE AREAS. OWNER S REPRESENTATIVE PRIOR TO CONS BY THE CONTRAC .~E
BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM SHALL N PERMISSION OF THE ND THE WRITTE WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE II t FINAL SITE INSPECTION BY
VIEW TREE REMOVAL WITH OWNER S REPRESENTATIVE A CONTRACT DOCUMENTS SHALL BE MADE WITHOUT 8. 9. CONTRACTOR SHALL RE REMOVE ALL TRACTOR SHALL ~ ENVIRONMENTAL INSPECTOR.
OBTAIN APPROVAL PRIOR TO TREE REMOVA~_. CON OWNER S REPRESENTATI
' HALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES VEGETATION TO 2 BEYOND ASP PREMISES FREE FROM 9. OBTAIN CERTIFICATE OF COMPLETION. 22. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE
TO PROVIDE 8 VERTICAL CLEARANCE. R RUBBISH CAUSED BY HIM, HIS EMPLOYEES ACCUMULATIONS OF WASTE MATERIALS 0
11 BY CONTRACTOR. WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A
ITION MATERIAL SHALL BE DISPOSED OF OFF SI OR HIS 10. ALL DEMOL DAILY BASIS.
RM WATEF' "TAIL DITCHES l0 PROVIDE POSITIVE 11. CONTRACTOR SHALL PROVIDE STO ~ „ ~ 1 210., .r ~ ~
DRAINAGE AWAY FROM TRAIL. SEE DETAIL. 2 .8 210 209 ~4~ `
Wit'"" 1 ~ l'{~s' -~;y~
EXISTING WETLAND AREA
WITHIN GREENWAY - ~ ~ ci ~ ~ ~ ~ ti~~/ I I i f
ERED APPROX. AREA COV , ' ~ I ~ Elem.. ~ ~ ~ ~ D
BY BOARDWALK = .23 AC. NOTES. 2i,.2 x ~ r y 1 ~ r ~ _ -~--j-
NT INFORMATION TAKEN FROM BONEY & ASSOCIATES, ~ ~ ,Crt- J` r~ ~ ~ e X
1. SANITARY SEWER & EASEME ATED OCT. 10, x 2,,.2 ROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS D ,y~ INC. DRAWINGS P x 211., r ! i ~ 221. ~ - ~ ~1 ~ o ~ , _ 1
1998. A ~ ~ r- -
, AKE COUNTY & THE 2nd ~ ROVIDED BY W r . d~ / ~ , ~ ~ I , -7--I i f
2. TOPOGRAPHICAL & PLANIMETRIC INFORMATICN P ~ ~ ~ S~~ ~ ' %r ~ j ~ x i
CITY OF RALEIGH DATED JUNE 1998. 2,,.2 _ 217.1 1 ~ I, ~ ~ ~ - - , - -L1 i ~ ~I ~i 217.7X ~ i~ ~ I ~ r i
APPROXIMATE AND WILL BE BOARDWALKED. 110+ s ~ 3. EXISTING WETLANDS ARE ~ / y ~ 217.9 1 ~ ~
211.2 X 219.9 ~ ~ ~ i
o o ~ a X z19.o ~
~ ~ ~ ~ ~ d 1
G ~ zn., ~ ~ ~ 1 ~ Q
~ x i / I G R ~ p e ~ ~ ~ F o ~ o-
i ~ ~ ~i /,~i / ~ 2, ® ea ~ ~ ? / ~ ~ Sfl~ ~ ~ i ~ - t
{ / x / / 217.6 ~ Y X ~ ` 1 ~ ~ ;
- i ~ ~ j ~ ~
x 214 : ~ ~ X229.7 A / ~ i
2 i ~ i 221.5 221.8 ~ ~ ~ C X ~ / ~i , J - C E
i I ~ r ~ / i ~ ~ ~ ~ , =
/ ~ EXISTING WETLAND AREA ~ ~ x22,.6 - X 221.8
2ooa J ~ 1 J WITHIN GREENWAY - ; x , ~ X 219.4 222.9 X261.
i ~ APPROX. AREA COVERED ~ j , / ! _ X ~
- ~ / ~ 2,6.7 ~ - ~ ~~~~I X 223.0 ~ ~ 221.6 X / ~ I ~
BY BOARDWALK - .08 AC. J ~ i i / , ~ I
~I 1 % x 216.4 ~ ~ ~ ~ / ~ ~ ~ ~ 111 I~ ~ , ~ 9 ~ \11 1
I ~ ~i~ - it X I ~3, ~ ~ i
o..i_-- ~ i' ~ x220.9 J i~ ~s. ~ , / ~ i X220.9 222.4r X ~ ~
EXISTING ~ ~ ~ 1 x ~
GREENWAY 22as ~ / ~ j ~ ~ x x z2ss
i ;
u , I ~ ~ ~ ~ ~ A ~
r ~ I,• x \ ~ ~ ~ ~ 1
~ ~ ~~.~~v,., ~ 2i6b ~ i 207.5 ~~,_.,{°`:'234. ~ ~ ~ t
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E L; ~ i ~ 1,
i i \ r- ' ~ i ~/r / 1\ i/
~ ~ , 1 ~ OR m EXIST SS MANHOLE
f~ Q - i 1 X 219.5 ~
? z 3 I ~ x / 1 ~9--~9 EXIST SS LINE
Z I x215.8 \ I ~ '1 1 (n W I ~ i i ~ ~ ---26~--- EXIST TOPO
~ ~ ~ I -w I ~ ~ X I .x21ea x r, 2,8.7 ~ X
~ i ~ i ~ w 1 ~ I ~ ~ _ ~ ~ , / I 1 EV. x25~.~ SPOT EL
213.7 X/ ~ ~ / X - 2i1. ~ / ~ /
217.5 ~ ~ ~ i~-~-~1 X ~ ~ x / 17.5 I i ~ MH & STATIONING MH 11
~ 221.0 / / / . STA. 30+75.83
PR ATE ~ - ~ ~ ~ - - - EXIST. SS ROW
j" PRO I ~ i i ~ f~ ~ ~
2,+., ~ ~ ~ ! ~ ~ EXIST. WETLAND
' , ~ i ~ / ~ ~ ~ ~ x ; ~ , , l l 1 / / ~ i 213.5 ~ i ~ , 1 ~,'i/ ~
_ 211.7 X224.0 / ~ ~ ' ~ ~
~ ~ x ~ ~ ~ K~ ~ ~ 211. ~ ~ ens ~ ~ ~ ~ x / ~ a ~ ? i ~ ~ l i / i~,
~ x i ~ ~ i l % PRNATE i~ i ~ 1 2,2.6 ~ r ~ ~ U 212.8 ~ I A PROPERTY /
v x, ~ i
z ~ ~ ~ ~ / l l ' ~ ' / ~ - ~ \ / , ~ ~ i
~ xzu.7 ~i / ~ ~ ©{r H / ~ ' fiY ~ x x a, 213.a 2,2.7 / ~ , ~ ~ ~ ~ ~ ~ ~
x i i 2,2.5 / i / ~ ~i, \ ~ , ~
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o ~ i ~ ~ i x , ~ i ~ ~®Q 988, PG. 1,042 / 13.3 / ~ 1
~ ~ / / ~ / ~ 1. ~ 7 ~ DESCRIPTION BY APP REVISION DATE
~ 215.3 ~ ~ i X i" ~ 7 ~ ~ I' 1 ~ 2 .1', o _ ~ ~ ~ \ 2 I
L AREA GREENWAY SYSTEM CAPITA / DESIGNED GLA
- 21s.4 x 2,+.+ GRE NWAY ~ ~ ~ / i a~ i
i ~i DRAWN RNC RALEIGH, NORTH CAROLINA
XIS ~ i_ . -
3 AY _ _ _ _ - ~ ~ - I ~ ~ ~~j f ' ~ ~ ~i _ I / ~ J ~ CHECKED GLA
_ I ~ 2,7.9 ~ 216.1 ~ ~ ~ x 244.8 244.8
i ~ ~ ~ 216.9 ~ ~ ~ ~ ~ ~ ~ X APPROVED JLM
c eft i f ~ V - ~ v ~ ~ ~
,qqqmomppl
PRNATE CONDITIONS SUBMITTED JLM
x x 212.4 247.7 PROPERTY x 212s )211.3 120 60 0 120 240
TERN & MATTERN,INCE:j:: COMM. 1 120 HAVES
' SEAY, MAT TERN N0. 7522 ARCHITECTS - ENGINEERS - PLANNERS
x211.3 211.9 - - IGH, NORTH CAROLINA SHEET G3 RALE
x 213.3 x211.9
Ul I ~ ~ x W 211.3
1~

W ~J BALLFIELD
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i U / I l ~ ~ II ~ I`~~', ~ ~ I ~Ii1i I U / 225 - O . I I X _ ,
- ~ _ - i ~ 224.0 = _ ~ - o
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R i I~~dG / / X I "fi ~ ~ ~ i ~ X > I 1 1 ~ I ~ (2) BOLLARDS _ _ _
( 244.7 ~ ~ 1 I 1 1.5 ' r, ~ ~ ~ I I 23 X ~ 4 31.5 ~ 4' 0 C. SEE ~ X - ' ~ - ~ •C
I I ~ ~ ~ DETAIL ~ ~ / ~ i ~
I~ ~ 1 _ - ~ ~ ~ ~ ~ i KEY MAP ~~+oo , ~
} ~ ~ ~ 6.2 ~ i I 1 ~ 24 ~ - ~ r ~ , ~ NO SCALE r ~
I ~ . , _ ~ _ ~ I 1 ~ _ ~ - 1 S~SECTION1OF
1 , ~ ~ ~ BdARD ALK SF~ _y ~ ~ ~~>/J ~ ~ i ~ ~
~,I ~ / ~ _ / Pf~ES ~ T-5' Y~I~`~ BOARDWA 1(/ASPH>bLT -7 --R HALT ~ ~ r~ ~ ~ ~ _ ~ , ~ -
; ~ I ~ ~ ~ _ , ~ , ~ r'r',K-< / / ~,(?I~~G / ~ -TRAfiL T NSITION. SEE ~ ~ r----. ALT: F-1 .9~PINS _ ~ J.-~ SEE ~ t~ ~ _ - - - - - / i ,
I/ : ~ 1 , - ~ E- / DE~ktL~ i _ ~ ~ I ~ ~ / (SEE SPECS) _ ~ i / ~ / i / I~ ~ L=81.46' d
/ ---s°----- I - ~ ~ ~~ryry r ~ I i i _ i - N, _t1 , i ~ ~ , / i p R=100.00 k / / l / ~ O i cA
I ~ ~ ~ - ~ ~ - ~ V ~ ~ - ~ X / ~ / ~ -r ~ 2~+ ~ i i ~ ~ / / ~ ~ ~ 243.1 _ ~ N ~ / / / ~ j / ~ ~ ifl
~ I ; : - , - - - _ _ ~ ~ ,INSTALL BOAR WALK ~ / / ~ i / / 2~X O / N32'1336 i~' ~ ~ Or
I ~ ~ ~ - ` ( - ~ - - - - - ~ ~ DESIGN W 0 AILING ~ ~ III ~ , ~ I( BETWEEN ST . 19+48 / ~ ~ ~ i / l i / 21+ .AA , ~ 160.99 ~ / ~ ,
/ ~ I ~ ~ I ~ ~ \ ~ i ~ I i ~ I ~ ~ ~ ~ ~ ~7kP~R STA. 2 +00. ' / / , ~ ~ i / ~ , / ~ i /
I I I I I i ~ ~ SEED 3 I~ ~ I ' ~ , RAISE EL NATION OF TRAIL
~ I ~ ~ c, t I / i I ~ , ~ ( i I / IJ ; ~ AS NEE D BETWEEN STA. I ~i
{ / r ; ~ ~ \ _ ~ ~ - - - - ~ , ~tvC ~ ,L - ~ ~ 1 ~ ; 21+00 AND STA. 22+50 i (1~+ ~
` \ i I ~ ~~1~~ ~ - ~ ~ - I I ~ ~ ~ ` _ I i/ / / i i
1 I I ~ ~ _ - _ 1 T, ~ p , ~ ~ INSTALL TRAIL DESIGN WITH 217.9 I ~ ~ ~ ~ ~ ~ ~ ~ SUB-SURFACE DRAINAGE
r~l ~ ~ _ _ I ~ I I ~ ~ ~ ~ _ - _ 1 1 J \ ~ ~ BETWEEN STA. 21+10 AND iii i 1
- ~--~-j-- f ~ ~ ~ - _ I ~ ~ ~ i, ~ STA. 23+00 WITH A
~ G 4 5 .BOARDWALK/ASP~iALT _ , S MINIMUM OF 4 DRAINS. R-Y~•o ~ TRAIL TRANSITIOIJ. SEE ~ OR EXIST SS MANHOLE
- ~ I I - _ - R-~ I / ~ - ----tea- ~ i i ~ IL / SEE DETAIL 3 / DETA
- , ~ ~ / coo - ~ ~ - TRAIL BANK 19 ; / c~ ~ ~
~ I - - - - - 19 ~ I ~ i ~
l I / ~ / ~ i i I ~ \ ~ , ~ ~ ~ 2 BOLLARDS TRAIL CENTERLINE ~ O ~
I / i Q i % ®4' O.C. SEE ~ ' DETAIL ~ TRAIL SHOULDER
/ CLEAR & REMOVE DEBRIS ~ ~ ~ ; Q ; ~ ~ 217.8
X I / FROM EXIST. CHANNELS ~ ~ ~ 229.9 I ~ ~ " ~ c'3 ~ TRAIL ASPHALT / i
/ FOR POSITIVE DRAINAGE. ; / I/ / ~ 18+00 , ~ ~ ~ X
~ ~ _ ~ ;I ~ i ~ ~ CROSSWALK A ~
/ I •~o \
X ' / X ; ~ ~ ~ 221.6 ~ 222.8 ~ ~ 219.1 ~ -TRAIL PIPING
1 I I I X i, ;t 225.8 / ~ INSTALL TRAIL DESIGN ~ BOARDWALK
I I I ~ , /I , WITH GEOTEXTILE FABRIC ~
I I) PROPERTY LINE 17+00 ~ I / BASE BETWEEN STA. ~
I ( ~ INSTALL STANDARD TRAIL ' i ~ i ~ ( 17+50 AND STA. 19+45. ~ - EXIST TOPO
i / I ~ ~ DESIGN IN ALL LOCATIONS ~ / I ~ ~ \ ~ I i UNLESS OTHERWISE NOTED. N58'ts'33+E SEE DETAIL X f3+E xX - - - - - - - - PROPOSED TOPO
~ I ~ ~ SEE DETAIL ; ' 384.88 B' ~ ~
I i I ~ ,I I ~ 219. U ~ x~59.~ SPOT ELEV.
I _ '0 ; 16+00 w
i I i ~ T AfL fRANSI110N TO ROAD ~ 2 15 CMP X 220.9 ( ) _ ~-°4 STORMDRAIN PIPE
i I I I ~ E SHEET C6 FOR 20 SCALE MATCH EXIST. GROUND I I = ~ ~ ENLARGEMENT X > I I/ 1 I~ ELEVATION. PLACE IN
i ID I~ ~ • • ~ ~ ~ , > EXIST. SCALE LOCATION. ° GUARD RAIL I
~ Q • i o i ~ II I i to ~ I ~ ? ~ ~ X ~ 219.5 -+i2+oo STATIONING
i J I r'~ X ~ F RALEIGH ~ I I f"I- I ~ EXIST. 40 CITY 0 ~ ~
~ ~ ~ ~ 223.2 ~ ? 1 +oo I I -L}' I i X ? 5 SANITARY SEWER EASEMENT i ~ ~ ' I ~ ~ ~ ~ / IW I w , ~ EXIST. SS EASEMENT
I ~ ~ ~ 11 ~ I ? X 22 '
PTACLE ~ ~ I , ASH RECE ' ~ I ~ 14+00 ~ ~ \ PC = 13+06.,9 POINT OF CURVATURE 217.8 ~
I I ~ SUPPLIED BY CITY ~ X i X
~ % I ~ INSTALLED BY ~ _ - 219.1 ~ W - _ ~ ~ , , I I I - L-204.39' ~ , , X ~ ~ 21 PT = 12+54.15 POINT OF TANGENT
i ~ , I ~ ~ CONTRACTOR - ? NOTE: - ~ i i I I~ ~ - -13+00 R=SOO.oo i OETAIL 2 ~ , ~ SEED ALL DISTURBED
/ / i Lli I _ - = ~ ~ ~ I ~ _ - ~ AREAS WITH SPECIFIED EI R G TIN XIS ~ ~ ~ ~ ~ SF -S~ SILT FENCE AY N E R G
I j N81'44'S1'E 12+00 C 3 , ; I ~ / - GROUNDCOVER MIXTURE. /
i I ~ i', 305.62' , - - - TAIL I ~ ~ / 11+00 - SEE DE 6 - _ i ~ ~ ES - ~
~ I ~ I - ~ cts ~ I ~ - - ~
BEGIN STA.~tO~-00~ I I ~ i ~ ~ u
CL OF GARNER I BENCH LOCATION
ROAD ~ I ~ w I ~ ENTRANC -BOLLARD -SEE DETAIL ~ + ~ _
X I SUPPLIED BY CITY c,3 ~ o I X I cn- - ~ ~ 217.9 i
221.9 ( i FED ,~I~STALLED BY _ _ _ 1- - - - - - _ I I / TAIL 5 _ - - N .217.5 I X ~
N 731306.1493 ~ I 24 CSI CONTRACTOR, SEE DE ~ I / C13 ~ j
E 2109363.7528 I I ~ I I ! / ~
_ - I I I~ PROPOSED SIGN ~ ~ X ~ I II I~ IED BY CITY ~ 1 217.8 ~ X ~ 217.1 ~
I I SUPPL I I ~ I I Q I / INSTALLED BY 1 I
CONSTRUCTION I I a ~ I I I I I I CONTRACTOR, SEE D TAIL 1
(11. ~ I ENTRANCE - l I ~ c,3 II 1 I SEE DETAIL $ I I ( I X ~
I I I I I PIPE PARALLEL TO ROAD ~ c,s ~I.J I I I 217.9 ~
I I ~ i ®OLD R/W - I I I I i ? I 1
I I" MATCH EXIST. ,GROUND ~ I i O IIl r ~ c I I ? i EL~E ATION. PLACE IN X I I I I I j I
~ * ~ / EXIS .DITCH LOCATION 217.8 I 1 i
I I 1 L I I ~ I * AND FIECfl,AbJUST.
I I ~ SEE SHEET C6 FOR 20 ~ 17.8 IX I II 0 2 X ( I I ~ SCALE ENLARGEMENT ~
z 219.7 I I I I I ? 217.3 I I I ? I OF THIS AREA FOR ~ 217.3
U I I T D VIEWS. X I I I ~ ~ ~ r ~ • DE AILE / m I I III cur X
I ( I ~ i
m I I I III X X 217.7 i I I I ~ 217.8

0
T FIELD PRIOR TO CONSTRUCTION OF A L CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS.).
1. CONTRACTOR TO VERIFY ACTUAL WETL~~ND BOUNDARY IN HE 8 L
L .WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. BOARDWALK 9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDE DESCRIPTION BY APP REVISION DATE
PROVED MIX. CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPE CAPITAL AREA GREENWAY SYSTEM
2. ALL DISTURBED AREAS TO BE OVERSEE.DED WITH AP DESIGNED JKB
3 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDE .
3. WETLAND LOCATION DELINEATION BY S~~CEC DATED 9/98. / DRAWN RNC RALEIGH, NORTH CAROLINA
TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. 4. CHECKED GLA
3 I !~/1AT1l~AI rtr nmini~ ono ni-rrurc is fiDDpnY1~1~T~ MNITR~('T(1R ~NAI I FIFI (1 VERIFY I ~('ATI(1N Rr
APPROVED JLM
zs J. LVI.H I IVIV V~ r"If IINV 1 VI\ VI Ikii IL.7 Lj ni i iwiminn - vv . nr w
MATCH PIPING TO DITCH CENTERLINE. SUBMITTED JLM PLAN
J Q Z
ALL 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, 50' 25' 0 50' 100' AYES> SEAM> MATTERN & MATTERN,INC. SCALE comm.
LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. J 1 -50 H N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT I w RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS DATE 1"=50' FINAL DESIGN NOT CAROLINA DA 9/2/98 SHEET RALEIGH, NORTH CAROL Cl
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.

\ ~ ~
i OSS' C' X ~ ~ - l \ \ ~ ~ i ~ ~ ~ _
R o ~ p
~ ' F Y CI _ 222 5 X W Tp11. s / ~ ~ i ~ Q
E 1 ~ .l ~ SEED Q ~ ~ - J ~ _ (2)12 CMP 0 / ~ ~ ~ ~ O
- NTRANCE BOLLARD ~ ~ J r 1 MATCH EXIST. GROUND ~ 4. ~ , ~ i / i ~ ~ / ~ ~ \ YO_p
- 27"3 ' R 0.SE{i'SIGN UPPLIED SUPPLIED BY CITY ~ - _ - - ELEV. PLACE IN EXIST. , - ~ / -P~ 5 R ~ INSTALLED B~CONTRACTO~- ~ \ 1 / / \ ~ UQQ ~ / w ~
SWALE LOC , - _ C TY INSTALL D BY ~ ~ -
- R_ ' TR~CTOR - ~ - - ~ 20 ~ I ~ Ct ~ C13 ~ i ~ / ~ ~ ~
' 26+00 'R 20 223. ~ ~ o~~ , / ~ O ~
+0 TRASH RE~EPIACCE \ ~ ~ ~ ~ W / ~
+00 9 ~5 k67 • ~ ~ Sl~'PLIED BY CITY / ~ / ~ , 27 ~ i I~' ~ ° Q I -1 I-
_ ~ X ~ P~ ~ INST LLED BY CONTRACTOR - ~ 28+ 0 ~ ~ \ I / D O V) '
~ ~ ~ ~ 220 8 +oo ~ \ ~ / . I ~ /
~ \ c13 „ J I
E • 3 1 78540 \ N \ I CONSTRUCTION - ~ ° C J i 1~ ~
51.51 I I ~ 5 I ENTRANCE - , ~ \ , I r-- ~ ~ \ I - / \ i Q ~ ~ ~ ~
INSTALL STANDARD TRAIL SEE DETAIL 8 \ ~ - , ~ I I / / I / ~ D ~ ~ ,I I i.
~ DESIGN IN ALL LOCATIONS I cis I / ~ r~ , c
TED. A ~ ' ~ ~ ~ UNLESS OTHERWISE NO I ~ I I~ - _ ~ - - SEE DETAIL 1 I I \ I I I 'I I / , a~. ~
- - A i BENCH LOCATION - ~ c1o sos~ '49"E -SEE DETAIL I I, i ~ ~ 4 I~I - I I ~ '
I 1 I , X \ a . C.
X 158.9 ' ~1 C13 219.9 9+00 I I~ 2 -rr ~ ~ , KEY MAP
218.5 ~ X ~ CLEAR & REMOVE DEB IS I ~ I ~ 220 7 ~ NO SCALE
N(1TE: ~ I ~ i FROM EXIST. CHANNEL ~ \ ; ~ I i SI ED ALL DISTURBED I
FOR POSITIVE DRAINA E. 20.7 I nI~EAS WITH SPECIFIED = PC 9+26.41 ~ , ~
(,IZOUNDCOVER MIXTURE. X ~ X I I
I tilt DETAIL ~ 6 L= 5. 9' ~ 217.4 2
217.9 C19 R=500 00 ~ I; /
0 I h I 2•~ gk5 i ~ / ~
pS ' I~ I X i /
I I 219.6 ~ ~ 214.3 ' 181 / OR EXIST SS MANHOLE
\ M \ - 3 +00 ~ ~ \ ~
1 ~ I I ~ - TRAIL BANK PRIVATE
) ~ ~ ~ i I I~ ~ ~ I
INSTA~.L STANDARD TRAIL ~ ~ ~ I EXISTIf~G GREE WAY I PROPERTY TRAIL CENTERLINE
~ ~ I IN A L A ~ , ~ 222.4 ~ I DES G L LOC TIONS
UN THERWI LES 0 SE NOTED. \ ~ i TRAIL SHOULDER ~
SEE DE AIL 1 1 I ~ X ~ TRAIL ASPHALT
c1o 221.1 ~ ~ S03'32 09 E ~ i 'I , ~ ~ i
b 21 151.44 CROSSWALK
X ~ ~ I
I X -TRAIL PIPING
/ I + 31 00 ~ ~
8~ / PC-31 , X X 218.6 BOARDWALK
_ ~ 217.2 0 ~ ~ ~ ~ \ 1~
1 ~ ~ V ~ ~ ~ 214. ~i ~ 26~ EXIST TOPO
EXISTING TREE TO BE \ 1k ~ SAVED ~ ~ ~ ~ ~ V` ~ / X I 'I _ 260 ,
, X / PROPOSED TOPO
~ ~ ~ ~ 218.5 / I I
5 CMP S42'49'36 \ / " ~ ~ \ ~1 i x259 ~ SPOT ELEV. 213.7
MATC~h XIST. ' L=58.02 t~,0, ~ ~ ~ NOTE: _ - L-3x.04 SEED ALL DISTURB llj GROUND V. R-60.00 _lsooo ~I
PLACE IN EXI T. 32+00 AREAS WITH SPECIFI X ~ X D~ STORMDRAIN PIPE ~ ~ i~
WA ~ ~ ~ ~ GROUNDCOVER MIXTURE. 216.6 S LE LOCATION \ I \ 6.6 ~ ~
_ _ SEE DETAIL s ~ \ X 217.1 ~ ~ ~ c1s A RDWALK GUARD RAIL ~ 1 V R EXISTING CONCRETE BIKE RAMP
~ - -I-- i EPLAND. TO EXIST. SIDEWALKS. 12+0o STATIONING
X S58'56'42'E ~ ~j• A PROXIMATE SEE DETAIL ~
\ 217.2 CLEAR & REMOVE DEBRIS 81.19' ` ` ~ X ~ ~ ~ ~ ~ _ ~ _ FROM EXIST. CHANNELS ~ry ~ ~ \ ` - ~ ~ 2 0.9 '~,REA ~~-.Og- - coo - - - - EXIST. SS EASEMENT
\ FOR POSITIVE DRAINAGE. ~ - ~ ii x~ q ~ ~ n S, ~
~ POSED CROSSWALK PC = 13+06.19 POINT OF CURVATURE
Q 33+(~6 ~ ~ ~ - \ ~ ~ ~ ~ ~ BY E CITY.
L=91.54' 47.62' ~ 5'35~19"~ ~ / ~ 1 Q - ~ L=21.75' ~ R-209.21 ~ i SEE D T IL PT = 12+54.15 POINT OF TANGENT s
216.8 R=1sa.oo ~ . ~ , X 10 - - ~ ~ SF SF SILT FENCE
~ X 214.1
~ - ~OLLARDS , 1
~ ®4' O.C. SEE I ~ ~ 216.3 X X n X13 h DETAIL PROPOSED SIGN SUPPLIED BY ~ ~ THE CITY INSTALLED BY THE
>h h' =29.72 219.4 36+00 _ ~ ~,I ' ~ ' ~ NTRACTOR. T ~ CO
X 217.1 , ~ h o R-so.oo ~ EXISTING GREENWAY ~ ~ \ SEE DETAIL I 4
~ a i .I M 35+00 0 15.0' ~ C13
' I I ENTRANCE BOLLARD SUPPLIED
~ ~ 45 'ova i a Q ~ X " 5 .3 346' '0~4"E I ITY INSTALLED BY I BY C
216.5 ~ ~ 5,3 I ~ I CONTRACTOR.
TRUCK TURN-AROUND 216.6 h' ~ X -SEE DE I ~ ~ ~ ~ SEE DETAIL 5 I ~ ~ ~
AIL 5 BENCH LOCATION - h \ \ SEE DETAIL '7 h' ~ C13 ~ ~ X
c1a 1 \ C13 ~ ' ' 1 \ ~ 213.7 TRASH RECEPTACLE SUPPLIED
216.5 ~ 9 I I ~ BY CITY INSTALLED BY 45I \ ~
\ Q 6~ X x6 ~I CONTRACTOR. I
\ BOARDWALK/ASPHALT ~ ~j6 f ~ ~ SEE DETAIL 2 I ~ / I I / C13
TRAIL TRANSITION. SEE Q ~ 37+00 ' \ DETAIL Q l 1 / i~ ' ~ I , (3)15 CMP
s INSTALL BOARDWALK Ct t L=66.45' ' 214.7 r ~ ~ UT SWALES FOR ~ c x
DESIGN W/ RAILING R=51.36 X 3 ~ ~ ~ ' POSITIVE DRAINAGE I
219.4 BETWEEN STA. 35+87 32,5 \ X AND STA. 38+75. , 3~ 2.53 ~ ~ TO AND AWAY 5 , ~ IGH FROM PIPES. THE CITY OF RALE
216.2 SEE DETAIL P~ \ 1 ~ ~ !i °j WILL NEED TO
c11 ~ I ~ ADDITIONAL ~ , , ~ , v o, ACQUIRE ~ ~ ~ , M ~ ~ Q
NOWT I ~ RIGHT-OF-WAY FOR 1 " ~ 1 s 11 1 S65 59 02 E ~.E 1 R ~ ~ s 1 THIS SECTION OF
X S03'48'0TE 215.8 FOR THIS SECTION OF - i ~ t28.t6 TRAIL.
BOARDWALK USE 6" ! ~1 3~'
PILES ®15 DEPTH OR POSSIBLE STREAM 0~ h X
ALT: F-1 W 9' PINS CROSSING. SEE DETAIL 4 / 38+00 ~00 ~
C19 z X a ~ +00
216.6 NOTES a 1 v
a 1 Q 215,3
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF Q I X 1 ~
J BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. W z BRID L A _ +00 ~ ~ , ' L- .14' S0 25 0 50 100
2. ALL DISTURBED AREAS TO BE OVERSEE:DED WITH APPROVED MIX. (SEE 20 SCALE ,
m PLAN FOR MORE m l• g I •
INFO) & SEE SHEET C7 9 3. WETLAND LOCATION/DELINEATION BY So~CEC DATED 9/98. ~ ~ ~ . }
Q 1 ~ 1 ~ l' ,
X C15 C1 ° 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. 217.1 .a, ' os~ ~ PRO 1. BX
C1 C1 R~, ' ~ : Cl1L ~ L=118.09'
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & 217.2 ~,T ` EXISTIf~G \ ~oo.oo i , 1
MATCH PIPING TO DITCH CENTERLINE. ' X \ POSSIBLE ROCK CHECK DAM. ,~I \ ~I ~ GREENWAY
RAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL ALL SEE DETAIL ~ 6. TOPOG , s / ~ ~ ; ~ REVISION DATE DESCRIPTION BY APP .-CO STRUCTION
TRAIL TO TI 0 - LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. TO TI 0 ~ TRANEE
Ct9 PROPOS DESTF 3 CUL )S DESTRIAN ~ ~ ~ ! \ CAPITAL AREA GREENWAY SYSTEM I _ ~ \ \ ~A ~ DESIGNED GLA
D 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ~ ~ ~
a REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. U DRAWN RNC ~ ~ ~ ~ RALEIGH, NORTH CAROLINA
- NEW CHANNEL
NSIDE AND OUT SEE SPECS.. 8. ALL CMP PIPING SHALL HAVE ASPHALT COATING i ( ) . -~Y CHECKED GLA
3 Fui~TING BOX OTHE~S~~'~ - _ ~LVER~-~-_-~ CITC
7 9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN ~ = ~ - ~ - ~u T~~ i orarlrn~,= - ~ _ .
3 CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. 1 SEE DETAIL , - - - AHHKUVLU ELM JI 1 G
WALNUT
H 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED. - s SUBMITTED JLM I PLAN
_ SAINT AMBROSE 1
EPISCOPAL CHURCH PROPERTY NfINC. SCALE COMM. HAVES, SEAY9 MATTERN & MATTER 1 I RTY i _ -
t ARCHITECTS -ENGINEERS -PLANNERS 1"=50' NO. 7522
w L DESIGN - NOT RELEASED FOR CONSTRUCTION FINA RALEIGH NORTH CAROLINA DATE 9/2/98 SHEET C2

i ~
~ \
G CONCRETE BIKE RAMP ~ \ / / \ , ~
TO EXIST. SIDEWALKS. Q ~ ~ ~ ~ ~
SEE DETAIL ~
~ c1o / / ~ Yip ~ ~ ~ UQ
~ - - , i W Q ~ I w OHO
PROPOSED CROSSWALK BY T E CITY. / ~ ~ ~ z ~ ~ C~ ~
SEEDTIL ~ s ~ ~ ~ ~
10 ~ ' ~ PRI TE Q ~ ~ I t ~ ~ w
j _ \ ~ ~ E RTY PRO / - ~ / ~ o Q
214.1 ' X ~i ~ ~
PROPOSED SIGN SUPPLIED BY ~ ~ ~ ~ i / \ o ~ ° 1 I I
i THE CITY INSTALLED BY THE ~ i ~ i ~
CONTRACTOR. ~ i ~ ~ _ C
SEE DETAIL ~ ~ 4 ~ J ~ i ~ ~ , ~ ~ ~ I I - I
C13 1 ~ ~
\ ~ - ~ / ~ ENTRANCE BOLLARD SUPPLIED i . ~ ~ I 211.7 ~ ~ .r G
i ~ ~ BY CITY INSTALLED BY / ~ / ~ 0 ~ X ~ _ ~ I ~ I ~ o
I CONTRACTOR. ~ \ ~ 211.9 ~ / i ~ 4
~ SEE DETAIL ~ 5 \ ~ ~ /
C13 PRIVATE ~ x ~ o X i / ~ ~ , ~
13, 7 TRASH RECEPTACLE SUPPLIED PROPERTY 212. ~3 EXISTING CP&L 50' ; 21 ~ ~ ~ / ~ - KEY MAP
I BY CITY INSTALLED BY CONTRACTOR. X OVERHEAD POWER ~ NO SCALE / ~
SEE DETAIL 2 EASEMENT /
C13 / 1 / i' I /
~M (3)15° CMP / / ~ /
CUT SWALES FORX 214.7 / / i
POSITIVE DRAINAGE / /
~ TO AND AWAY X FROM PIPES. THE CITY CAF RA1I IGH \ 213.0 X NOTE: ~~5; ~ / ~ oTE: / 1 ~
N ~ WILL NEED TO (2)48 CMP SEED ALL DIST ~ MATCH EXIST.\ 212.7 EED ALL DISTURBED / ~ = ~ ~ ~ / N ~ E / 1
~ ACQUIRE ADDITIONAL AREAS WITH Sf Q ~ RIGHT-OF-WAY I c~R GROUND ELEV. \ p X GROUNDCOVE REAS WITH SPECIFIED ~v, / - / cJ / ROUNDCOVE MIXTURE / , /
/i 6655902E THIS SECTION Of PLACE IN EXIST. 212.5 SEE DETAIL s / EE DETAIL s ~1 /
CHANNEL BURY \ 128.16 TRAIL ~ INSTALL STANDARD TRAIL cr G 1 / L1 / c1s / / ~
,'>>i INVERT \ DESIGN IN ALL LOCATIONS / / \ ~ R / E _
~ \ UNLESS OTHERWISE NOTED. ~ V~ Q / (2)3 CMP MATCH ~ Q i / P _ / 213.9 EXIST. GROUND ELEV.
NOTE: SEE DETAIL ~ / a \ / N ~ / Q / X PLACE 1N EXIST. DITCH
+00 SEED ALL DISTURBED c1o / P C R / BURY INVERT Ci
AREAS WITH SPECIFIED _ ~ / fj Q GROUNDCOVER MIXTURE. \ CLEAR & REMOVE DEBRIS _ f - \ 48+00 / ' 213.3 ~ BENCH LOCATION - / SEE DETAIL ~ ~ - -
15.3 SEE DETAIL FROM XIST.~CHANNECS _ - / 4 ~ X s \ ~ \ ~ / 2 ~ 53+00 rn
~ \ F,OR POSITIVE DRAINAGE. \ L=312.80 / / ~ C 13 ~ 50+00 ~ 51+00 L=32.29'
+00 cis ~ ~ - -ss . / ~ " ~ ~ 0 47+00 ~ 6 59 / ~ , / / ~ =99.87 O II S850 E k
~ - i ~ + / ~ ~ 285.89' \1 o
2 ~
W I °
~ / 1 ~ ~ 4 _ c ~ 45+00 ~ I ~ 4+00 ~-2.,0.01 i rn _ -
o. R=568.20 ~ / i ~ N rn cv L=~ 2.11' -
.4 / o ~ _ ~ 1 ~ i ~-118.09 / + o ~ R=1oo.00 ~ ® IST SS MANHOLE 52+0o OR EX
EXISTING \ R~00.00 `D (2)15 CMP MATCH + ~ ~ X ~ 14.4 N8T03'09"E ~ ~ ~ ,E~1 TI N G _
~ ~ ~=62.88 I ~ , EXIST. GROUND ELEV 1~ ~ _ - - - s8s3' " ~ - ~ ~ TRAIL BANK
• 3 G R E E N WAY \ ~ R=9276.84 _ _ _ _ _ _ - ~ / PLACE IN EXIST. SWALE I~ u - / _ ~ ~ + TRAIL CENTERLINE
~ lip--- ./l 11 - _ ~ \ ~ / _f ~ ~ / 0_ a - - --rte ' _
~ ~ ~ - TRAIL SHOULDER
~ _ - - t0 i EQUA ifY
i ~r- - - ~ , - - - ~ a N TRAIL ASPHALT i ~ ~ ~ ~ _ , ~ . ~ -
- ~ I ~ \ ~ - i ~
NEW CHANNEL - - ~ - - ' - - - - - _ Y _ - CLEAR & REMOVE DEBRIS ~ ~ - - - ~ - - - , ~ ~ ~ ~ ~ CROSSWALK
pm~~ / , (2)15 CMP MATCH FROM EXIST. CHANNEL ~ 217.9 CEARB~ ~ X L - - -
_ - _ _ ~ -j ~ i EXIST. GROUND ELEV. _ FOR POSITIVE DRAINAGE _ SILT FENCE LOCATION. _ - _ _ ~ / _ _ ~ ~ ~ - ~ DFS~S-- TRAIL PIPING ~ ~ - -
1 - - ~ / PLACE IN EXIST. SWALE - ~ _ _ / \ SEE DETAIL 1 / , INSTALL STAND D TRAIL ~ FROM EXIST.
11 19 / / / ~ ' ~ DESTG N ALL L06STIDNS~ ' , CHANNELS FOR BOARDWALK ~ ~ ~
\ / / / - 1 - - 1~~ ~ ~ / ~ ~ UNLESS 0 ERWISE NOTED. / POSITIVE I ~ SEE DETAIL ~ / ADRAINAGE• zF~~r-- EXIST TOPO
~ / / 1 i ~ ~ / ~ ~ i.
~1 ~ ~ - ~ 260 - ~ PROPOSED TOPO
/ / ~ ~ ~ ~ ~ \
~ ~ ~ ~ PRIVATE / ~ ~ ~ ~ ~ \ _ - SPOT ELEV. ~ = ~
2 6.5 ~ / I ~ X TY / PROPER ~ i 212.5 1 ~ 1 ~ i
/ - - ~ D--4 STORMDRAIN PIPE
/ ~ / ~ 212.4 , ~ / 1 ~ ~ ~ / /
i ~ ~ ~ " " GUARD RAIL
~ .
~ ~ --lie+oo STATIONING
~ i ~ ~ - - - - EXIST. SS EASEMENT
1 _ _ ~ 1 -
1 ~ 1 1 X 211.3 PC = 13+06.19 POINT OF CURVATURE
1 - ~ X ~ ~ - - - / X 211.
~ ~ V ~ ~ 213.3 ~ 1 1 ~ ~ x PT = 12+54.15 POINT OF TANGENT
~ \ 21 1.9
\ SF - SF- SILT FENCE
1 1 1 X
i 211.3
212.2 2.2
212.3 X C
X X
a 211.3
211.4 4
z
of rn
V
m :v
cv n
of 0
NTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS. . 1. CO
BOARDWALK. WETLAND LOCATION WILL. DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN D IN REVISION DATE DESCRIPTION BY ,APP
2. ALL DISTURBED AREAS TO BE OVERSI_EDED WITH APPROVED MIX. CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR,
CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 LOCATION DELINEATION BY S&EC DATED 9 98. 10. ON ALL CMP PIPING, BURY INVERTS AS NEE 3. WETLAND / /
DRAWN RNC RALEIGH, NORTH CAROLJNA
4. TOPOGRAPHIC & GREENWAY IPlFORMA~fION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98.
CHECKED GLA
F PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & 3 5. LOCATION 0
ennonvrn 11 a 1 r
MATCH PIPING TO DITCH (;tNItKLINt. YLfVl wo f`
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL
LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100' n_50 AM MATTERN & MATTERN,INC. SCALE COMM.
1 JLM PLAN FEE
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 p=50 TS - ENGINEERS PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. DESIGN NO N0. 7522 T RELEASED FOR CONSTRUCTION FINAL LOTTE, NORTH CAROLINA DATE 9/2/98 SHEET C3

' 65+00 ' ~ ~ \ r' ~ / / % ~ \ / \
I X ~ ~ I ~ / / i l ~i , ~ / ~ ~ /
~ i~ / 1 N E: i ~ i / /r ' Q % 219.4 O
I / / , S E ALL DIS ~Eb~ % i / ~ Q! tr
ARASW HS _ / X i YLY_p ' ~ w U4Q
L=362. GROUND OVER I ~ , / ; X w w OHO
R-5o .oo~ SEE DE AIL ~ ~ / / 218.7 l z ~ ~ Cfi ~ X ~ 1-
I I ~ ~ / ~ , 221.6 Q ~
~ ~ / / ~ ~ ~ / ~ I ~ O w
64+00 ~ ~ / ~ ~ I I ~ ~ ~ ~
i ~ / I ~ ~ ~ / ~ / ~ o Q J H
~ 1 ~ ~ X BOARD ALK ASP ALT i i / / / k! / / 216.4 (n °
TRAIL ANSITION. SEA i 2 LLAR ~ ~ / / \ / ~ ~
' ~ DETAIL ~ • ~i ®J4; O.C EE ~ I / 6 ; 1 ~ - ~ ~ C
i D TAIL / ~ ~ ~ / C11 ~ / V 1 a
/ i / i C13 ~ / ~ / \ X 222.4 X - ~ a a s ~ 220.9 ~ ~
i 1 I ~ ~ I j~~ ~ _ ~ y G
//V ~ I 1~~ a - L1 , _ ,
~ / i ~ / ~ i ~ I i i / o l 4
~ I / ~ BO DWALK VER iii ~ ~ \ / ~ X / . ~ .
/ 63+00 ~ ~ ~ / (STING LAND ~.5 ~ ~ ~ ,E~X r / ~ 10.5 , I. , / ~ 220.6 c ~ o . ~
~ \ / WITHIN SEMENT. ~ f ~ ~ i ~ ~ ~ l ~ ~I~ t ~ ~ KEY MAP ~ ~,.y
AP OXIMATE IZE~ ~ 1 ~ \ i ~ I iIS .08 AC ! ~ I \ / ~ SCALE. \ ~
~ ~ ~ ~ i
~ ~ i
CTION F' INSTA L BOARDWAL ~ i ~ i FO THIS I ~ f3E ~ ~ z ~ ~ ~D SIGN' W 0 RAILIN ~ I ~ ~ ~ ~ ~ 1 i 1 / ~,i /
ARDy~ALK USE 6 ; I ~ BET EN STA. 61+ 1 ILE ~ 15/DEP '6R 75. PC = 6 46 6 ~ ! I ~ ~
AND TA. 63+ i~ I ALT. F-1 W/ 9 PINS SEE ETAIL ~ ~ ~ ~
3 ~ Ii ~ x ~ ~ I ~ I i
~ ~ C11 ~ ~ ~ ~I~'I' ~ I l 215 8 I I ~
207.5 f I, ~ ~ 14.2 ~ \
~ X I ~ \ I.
I ~ BOA DWALK ASPHA T ~ ~ ~ I I ~ I / ~ \ ~AI TRANSITION. EE NO 8" ~ ~ OR ® EXIST SS MANHOLE
~ ~ \ i, ( I I CI~NOP I ~ ~ A DERAIL 22.2 i ~ \ ~ - - - ~ ~ - TRAIL BANK
i i ~I I ~ 1 ~
~ v ~ 1 \ ~ B DS \ ~ , ~ TRAIL CENTERLINE
\ ~ !4 EE 1 ~ \ ~ ~ ,
~ ~ 18" CMM~? MATCH I NAIL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , v ~ ~ ~ - - - TRAIL SHOULDER A
EXI T. GRO D ELEV. 3 , ~ ~ f \ \ ~ - - TRAIL ASPHALT
PLAC IN EX T. , \ \ 1 \ SWALE ~
~ ~ CLEAR & OVE DEBRIS \ ~ \ ~ E ~ ~ 1+00 .G
\ ~ M EXI~r NNELS \ ~ F FRO , . CHA ; / \ \ i ~ ~ SSWALK CRO
\ ~ l ~ FOR POST TIVE DRAINAGE. l ~ T UCK RN-ARO~ND ~ ~I ~ \ ~ ~ 1 r- ~ / ~ X
~ ~ ~ 1 I ~ ~ \ ~ S DETAI ~ ~ ~ I ~ ~ / 5 , ~ / ~ ~ 219.5 -TRAIL PIPING
v I,~ r ~ ~ / ~ coo i I, + i - - - - ~ BOARDWALK
\ ~ ~ ~ / / ~ V~
\ I / Q ~ ~ / \ C~ j~ X / ~ -75o- - - EXIST TOPO
IN TALL STANDAR TRAIL ~ ! 215.6
~ ~ D IGN IN LL LOC TIONS z Z / ~ ~ / / / ~ ~ ° PROPOSED TOPO
\ \ ! UN ESS 0 ERWISE OTED. ~ ~ f- W I / / ~ TAI ~ W ~ ~ - / SE DE L PT - 60+ ~ - ~ ~
10 X .X XzSg ~ SPOT ELEV. 218.7
I so+oo ~ ~ / / 218.8 ~ ~ W ~ / / 8 X
/ ~ II ~ / ~ V L 71.10 E I / D~ STORMDRAIN PIPE
I _ ~ ~ A / V ~ r2-1 3.11 ~ ~ ~ / ~ X ~ I ~ / ~ ~ ° ° GUARD RAIL
II ~ ~ p ~ ~ ~ / ~ ~ 2 1.4 ~ / 1, /
~ ~ ~ K ~ ~ ~ ~ / ~ \ ~ ~ / 12+00 STATIONING
~ A ~ / ~ i ~ _ - - 217.5
/ ~ ~ - X - - - - EXIST. SS EASEMENT
X ~ ~ / ' I ~ ~ ~
221.0 ~ ~ \ i %l~ ~ , ~ ~ ~ ' 5900 ! i r ~ ~ / - Pc = is+os.~s POINT OF CURVATURE i
w TE ~ - - - ; - I ~ PT = 12+54.5 POINT OF TANGENT
E R I Y / N44'23 E ~ ~ ~ ~ ~ - - v - - FENCE
/ i 13.0 ~ \ SF SF SILT
~ / - _
~ _ ~ \ / ~ \ ~
I / / / ~ - - ~ \ ~ \ ~ ~ - - R
/ - ~ L- ~ ~ I P ~ X20. / ~ ~ ~
/ N \ ~
~ ~ / d ~ 8+0o s x / ~ R / / P / x 213,5 / _ - \ ~
G 3 / ~ I ~ / 224.0 ~ '°C,~ s. ! / i ~ ~~~vv~ / ,5 X ~ ~ A~~~ \ \ NOTES
x / ~ ~ , ' \ \ ~ / 14. ~ ~ ~ - - / ~ TON OF
\ ~ ~ / r 211. / i / ~ v~ - \ \ 1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUC I
/ ~ / ~ ADD SIDE ITCH ETWE N ST . ~ ~ i / NOTE. ~ ~ / ~ ~ r' r / I - _ / BOARDWALK. WETLAND LOCATION WILL DETERbIiNE BOARDWALKS STARLING/STOPPING LOCATION.
/ i ~ ~ 56 00 A D STd. 5910 AI~NG ~ ~ SEED L DI U BED / 1 / I ~ ~ ~
/ W1 CIFIED TR IL 0 UP LL SI E WI 6 ~ AREA / CTION ~ETWEEN TRAM SE ~ i / 't' / ~ ~ ~ ~ i ~ 2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. i
i ~ AN STA. GR ~DCO , R MIXTURE. ~ C OSS RAINS EV RY 0 0. . ~ ~ STA. 56+00 ~ ~ ~ ~ / ~ ~ ~ / 59+ 0 WILL NE D TO BE SE ETA ~ M1N. E, ACT LOCATION TO ~E ~ ~ Y S&EC DATED 9 98. 3. WETLAND LOCATION/DELINEATION B /
1 s / / ~ / H.P , ~ ~ A~~ DETERMINED IN THE ELD. ~ / ~ CUT~~~ INTO THE ILL WITH 1s ~ ~ ,
.y i 1 ~ DETAIL \ BANK ON THE LEFT SIDE SEE 4 ~ / GRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. 4. TOPO
1 / / - ~ / ~ coo
1 ~ ~ ~ - ? V ~ / ~ - - - - - - / ~ ~ - 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
/ ~ 1 I / ~ ~ ,I I MATCH PIPING TO DITCH CENTERLINE.
~ - - - - - - i , ~ / \ ~ ! 2 8.78' 'r
SIL FEN~GE LOCATION. ~ ~ - _ ~ r 1 MAP CENTERLINE / ~ r i ~ ~ / 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL
SEE. ETAIL , I 1 A ~ WALNUT CREEK FROM ~ ~ ~ / ~ v / / LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED.
v ~ / ~ 1 OM 1988 PG. Y042 / \ ~ /
~ ~ ~ ~ ~ i , r \ \ ! ~ / r' i \ ~ ~ 56+00 ~ l I , ~ 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
_ ~ ~ r P MATCH , ~ 1 2 3 CM ~fiHE CITI'' OF'~RALE~ ,I / O / / / r
EXIST. GROUND ELEV. I L~I D TO - ~ ~ ~ ~ ' ~ W L EE / ~ / / ALL CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS.). 8.
EXIST. DITCH ~ VA / / ~ V ~ ~ z PLACE 1~1 TIO L I / ~ AC UIRE DI ~ ~ ~ a Q n - ~ ~ i l ~ / BURY INVEST - i=- FO `
RIGHT 0. AY ~ ~ ~ i ~ V _ Q ~ s l ~ / -THIS-SEC:TION~F x ~ j \ ~ ~ i % ~ A 9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN
U \ 1 !ll l l l l ' 53+00 rn ~ ~ ~ ~ ; TRAIL. + , A CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR,
, ~ / ~ ~ \ rn ~ , \ \ 55+00 ~ -o V a / I ~ T ~ ~ ~ ~ i ~ E UALITY OIN
w = Q / s ~ L 32.2 z ~ _ / / \ _ 55+59.21 - _ 87 - i 99. 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED.
O II oo 54+00 \ r t 55+6,80 , ~ 1 / ~ I m o ~ / ~ P
I I 266.1
~ ~ I I ~ I TE: a / ~ I I / ~I ~ I 1 X
I AN y I RE-STAY( I 1 1 / ~ ` I I / I I I I I I m ~ ~ RE-ALIGN TRAIL FOR PIE I
i I I II OSSING L CR ~ I
l I 1 I I. 14.4 1 ~ L 2 I t ~
~ ) - \ 1 _ I 106.23 R 30.00 I L 1 I i 8T03 09 E - i l ~ I I ~ ,
~ ~ R=135.00 ~ ~ ~ I , ~ I I \ l 68.63 i ~ ~ ' ~ I ~ I~ / I ~ I I REVISION DATE DESCRIPTION BY ~ APP
~ BRIDGE LOCATION & II ~ ~ I ~ O _ / ~ i ~ / - SSING SEWER CRO I
to _ i SHEET ~ ~ CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
~ _ _ C14 I - ~ i \ ~ I _ _ / 1 3 I I ~ 1
~ t X I I EQUA T1~Y / - 2146 - _ ~ ~ i ~ / ~ - ~ ~ I ~ - ~ ~ ~ DRAWN RNC RALEIGH, NORTH CAROLINA
IN - ~ o - a , ~ ~RQ- - - ~ i ~ -TRAIL-DES( WI _ ~ ~
i~ I ~ I SUB-S - NAG EN ~ ~ ~ CHECKED GLA
5 WITH f _ ~ i l I I 1 I i i
2 ~ _ - _ _ - _ -_.._g.~gINIMUM OF 5 DRAINS. ~ \ , ~ I eopRnv~n .u u
'-CLEAR &I-- -SEQ.... 216.1
RE-MOVE DEB 244.8 50' 25' 0 50' 100'
FROM EXIST. SUBMITTED JLM PLAN X 1"=50t
z ~ CHANNELS FOR 216.9 _ i EXISTING 12"~1~8VE= _ I POSITIVE
RA SE_TRAIL ELEV. FOR GROUND SEWER LINE. ~ ~ \DRAINAGE. 0 FEET ~ITH SIDE OF --EX-ACT-LOCATION OF PIPE AY, MATTERN & MATTERN,INC. SCALE comm. H AYES, SE 1 "=50' NO. 7522
BRIDGE CROSSING FOR - TO BE FIELD -b'€RIFI€D-BY ARCHITECTS -ENGINEERS -PLANNERS
w _ `r' SEWER LINE CONTRACTOR. LEASED FOR CONSTRUCTION DATE SHEET FINAL DESIGN NOT RE RTH CAROLINA 9/2/98 C4 RALEIGH, NO

/ , i ~ _ o _ ~ ~ Q
/ ~ \ f, TRA I TO
209.8 ~ / ~ p ~ kl TIN SI E - ~ ~ ~ E ~ ~
X ~ , ~ ~ ~ Y ~ W LK, ETAIL e ~ F- ~ i W UQQ
~ , ~ E TR CE OLL ~E OLL l c1o ~ W ~ O w p
~ ~JPP IED B CITY / / D B CITY ' ~ ~ C1 ~ .I~ ' Z _ ~ X
NST LLFtts BY CONT~ tts BY CONT ACTOR, ~ ~ I ~ 210.2 ~ to ~1 4 N1 8'2 t \
SE DE AIL 5 AIL ? ~ 1 Q 5 ~ 3.7 ~ ' C~ W
/ ~ C13 I C13 ~ ~ ~ t 1
~ / ~ / / 222.6 ~ ~ ' ~ ~ ~ Q 222.6 ~ ~ ~ SEE S EET C8 FOR 20 E- J o
ONS~'RUCTION TRA / i 1 1 NT 1CTION TRANCE L=239t~ ~ SCALE ENLARGEME p
~ EE DETAIL - ~ , I AREA FOR AIL ~ R-1 .00 ' OF TH
cts SIGN DETAILE VIE ~ ~ c1s J PROPOSED - a ~
4 23 t ` S 2 5 SUPPLIED BY CI Y X na,32 ~ / ~ , ~ t
- INSTALLED BY r _ ~ 1 ~ a 1 1 - ~
~ I _ - ~c \ , - ~ INS`FAL CONTRACTOR 212.1 ~ ~i ~ DARD TR AIL I ~ ~ ~ INSTAL-E-SIAN_ _ ~ ~ ~ ~€E DET 4 ~ ~ a ~
1,; ~ - ~ -DESIGN IN - ~ -BEStGN IN ALL LOCATIONS ~ ~ c13 ~1 ~ ~
~ ~ ~ L NLESS C 1 ~ U - ~ UNLESS OTF#ERYVLSE NOTED. ~ TRASH REC PTACLE 0 4 ~ _
/ ~E~DETA ~ / ~E~DETAIL 1 ~ ` ; ~ SUPPLIED BY CITY \ ` 1 . C
~ o INSTALLED B~ a ~ 1 \ 0 DWALK/ASPH LT ~ ~ ~ . ~ ~
NOTE: \ ` CONTRACTOR I TRANSITION. EE ~ _ KEY MAP ~ SEE DETAIL z SCALE:
ION OF B6 WALK OVER / ~ FOR THIS SECT ARp \ ~ ID T L 6 , 13
BOARDWALK USE ONLY EXISTING'WETL/+~i~D \ INSTALL BOARDWALK g"~n PILES 15' DEPTH WITHIN EAS~tENT. t I \ \ ~ ~ J i _ ~ 1 ~
OVER-LOOK WITH RAILINGS IN APPROXIMATE SIZE
THIS LOCATION. APPROX. 74' BOARDWALK WITH IS .23 ACRES. f ~ , ~ ~
X SEE DETAIL t RAILING TO SPAN OVER V \~1
ct t EXISTING DITCH AT THIS X 209.8 210.1 - - ~ '18 21 E I - - 7.2 N82 3 \ 1 „ ~ 1 - - N85'43 4 R=8 . ~ \ ` 44.75 ~ % - = _
LOCATION L=34.58' .4.58' 80 ~ ~ -
209.8 R=tto.oo 210. 10.00 210. 77+0 ~ / EXIST. 00 ~ 76+ BOX
INSTALL BOARDWALK ~ , 1 ~ ~ CULVERT,., -
Nst; 2o'4o°w DESIGN W/ RAILING ~ ~ PRIVATE 79.27' BETWEEN STA. 69+66 t _ • / ~
PROPERTY AND STA. 74+94. 5+00 E fSTA.
~ SEE DETAIL t 1 ~ _ ~ +52.32 % fn ~
c~ + ; ~ SF / ~ ~ f
~ I ~ 74+00 , ~ ~ 73 F 00 .0 I~ X i 2) OLLARDS ~
- N8 ~ 1 SF N TOAD'-~ 7 ~ 4 0. C. SEE u - ~
r 46.02' 1 J ~ TAIL + _ - ~ ~ ~ /
~ c13 ~ PROPOSED TRAIL TO TIE
- 4 ' L-60. 7' ~ p0 , / INTO EXIST. ~ OF ~ ~ v IAN CULVERT. N ~ ~ PEDESTR
CITY OF RALEIGH R=10 .00 ~ 96.20 211.2 72+00 ~ ~ ~ ~ / / CATION ~ (SEE 20 SCALE PLAN OR
GREENWAY PROPERLY 1 ~ _ X 11 . L 32.26 BOUNDARY TYP. ~ R=126.30 / 'BENCH 10 I>ETAIL ~ MORE INFORMATION) FI LD ~ ® EXIST SS MANHOLE -SEE 1 ~ OR
? i ~ ADJUST IF NECESSARY, / ~ c13 ~
X A II / / / 211.2 ~ , ~ / r''~,- ~ ~ SEE SHEET - ~ ~ - TRAIL BANK ~ _ C8 I
rJ . ~ / - - - - _ ~ TRAIL CENTERLINE
~ ~ - - _ ~ I
1.1 212.4 ~ ~ ~ 21 71+00 w - ' , IL SHOULDER ~ i TRA
~ ~ ~ -SECT FENCE LOCAT~ON~ i~ AT~OPY i~ 1
_ i i SEE DETAIi~ ~ \ TRAIL ASPHALT
/ / 19 ~
~ i 211. ~ / FIELD ADJUST T AND CROSSWALK 1 TANGEN
~ / ~ N51'29'02" G / ' i / 1 RADII TO MEET ~
304.4 wA~ / ~ - ~ i IST. CULVERT TRAIL PIPING EX
~i 70+0 ~ ~ ~ ~ i i P / 211.2 V~ ~ / / NNECTION I CO
/ ~ ~ INSTALL BOARDWALK RDWALK X ! BOARDWALK BOA 217.1
~ ~ " / ; ~ DESIGN WITHOUT RAiI INSTALL STANDARD TRAIL / ~ / / ~ BETWEEN STA. 74+9~ WITHOUT RAILINGS N STA. 74+94 ~ ~ EXIST TOPO
DESIGN IN ALL LOCATIONS - / r ~ - 217.7 X AND STA. 76+54 0 A. 76+54 ~
UNLESS OTHERWISE NOTED. % / / ~ i IL / / j SEE DETA 3 TAIL 3 _ _ - _ ~ PROPOSED TOPO
/ ~ / SEE DETAIL t ~ / i / 217.9 ct t ~ ~ ~ i c ~ ~
X cto / OA L~(/ ALT - _ ~ 1 ~ 9.~ SPOT ELEV. ~ Xz5 ~
211,2 ~ 69+0 TR ~ ITION;,SF~ ~ / NOTE: NQ~:
_ / % ~ ACTUAL END OF TRUCK TURIJ ARt l ND p AFL /i~~ VERIFY FOR THIS SECTION 0 ECTION OF I f}----~ STORMDRAIN PIPE Is s ~
SEE DETAIL / / 5 ~ WETLAND LOCATION PRIOR TO 5 2 B LLARD / BOARDWALK USE 6" i ctt TRUCTION OF BOARDWALK. , NALK USE 6"
cto ~ O.C. CONS PILES ®15 DEPTH i / OCATION WILL ~ / / WETLAND L ~ F-1 W 9' Bi~J " ° GUARD RAIL ~ 15 DEPTH 0~R X
DERAIL ~ - NE BOARDWALKS ~ ALT. / ..L ~ MI L=120.5 ' ~ ffi, / , ~ ~D1;TER -1 w 9' Pt~s 219.0 - - -lie+oo STATIONING
R=10o . o ~ ~ ~ 13 ~i ~ _ - ~ STARITNG/ST~PPIh kBCA-TIQI~l=__ A x / / ~ ~ /
/ i / ' / ~ _ _ _ _ SS EASEMENT EXIST.
68+00 / 211.1
~ j / ~ X / i RE PC = 13+06.19 POINT OF CURVATU p
" ATCH / Q' / / (2)36 CMP M ~ / / NOTE: ~ ~ ~
~ ~ / / EXIST. GROUND ELEV. ~ ~ ~ RED - - / C~ , / SEE[) ALL DISTU B PT = 12+54.15 POINT OF TANGENT ~ ~ _ /
ITCH A ~ ~ ~ PLACE IN EXIST. D l~ / ~ ~ ~ 'C~ / AREAS WITH SPECIFIED ~ SG /ii ~L PRIVATE - ~ ~
BURY INVERT ~ , ~ ~ ~ ~ ; / GROUNDCOVER MIXTURE RTY N44'34' E ~ \ / PROPE ~ - ~ SF - SF- SILT FENCE i ~ =RTY _T 1
~ / I t7 . s' ~ X ~ SEE DETA L s / 217.6 ~ - V L
67+00 i ~ ~ / / - ~ /
/ . _ ~ ~ / ~ /
/ ~ ~ ~ / i
~ / A ~ / i ~ T / / \ ~
/ ~ ~ ~ , ~ ~
s / / / x / / _ _
~ ~
66+00 ' ~ / ' / / ~ 214.1 / / i J X 221.8
~ ~ ~ ~ / 221.5 ~ / DEBRIS / CLEAR & REM,~VE ~ / X X
/ P / / / FROM EXIST. CHANNELS FOR X i
/ IN T LL T.A~ND D TRAfiC POSITIVE D AINAGE. / /
OC Ol~t~ / D SIGN ,4 L A~ ~ / ~ ~
RWIS N~T)E(S. ~ / ~NLE 0 ~ / /
SEE ~T / / ~ t~ / , /
/ to; X 221.6 / ~ r / / / f
' i + 0 ~ / i / / / 65 0
z / a ~ ~ / ~ ~ / X
a ~ ~ l Q / / 219.4 222.9
N / / 1 X E ALL DIS I E / /
Q w ~ AR AS H S / - - -
z / L=362. OUND OVER IX RE. ; X
_ ~ ' R-5o .oo/ SEE DE AIL ~ 218.7 X 223.0
t ~ ~ 221.6
/ / ~
m
° ES OT N G INSIDE AND OUT SEE SPECS.). LT COATIN
R TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE ASPHA ACTUAL WETLAND BOUNDARY IN THE FIELD PRIO DESCRIPTION BY APP REVISION DATE
1. CONTRACTOR TO VERIFY TERMINE BOARDWALKS STARTING/STOPPING LOCATION. L MEASURES AS NEEDED IN .D IN Y SYSTEM
WALK. WETLAND LOCATION WILL DE PROVIDE SILT FENCING AND EROSION CONTRO BOARD 9. CONTRACTOR SHALL AL AREA GREENWA CAPIT DESIGNED GLA
ECTED BY THE EROSION CONTROL INSPECTOR. CERTAIN AREAS OR AS DIR EAS TO BE OVERSEEDED WITH APPROVED MIX.
2. ALL DISTURBED AR DRAWN RNC RALEIGH, NORTH CAROLINA
ON ALL CMP PIPING, BURY INVERTS AS NEEDED. 3 10.
ELINEATION BY .~&EC DATED 9/98. 3. WETLAND LOCATION/D CHECKED GLA
N PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. POGRAPHIG &GREENWAY INFORMATIO 4. TO APPROVED JLM

3 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION VLAN
~ SUBMITTE
3 MATCH PIPING TO DITCH CENTERLINE. 0 25' 0 50' 100' SCALE comm.
a 1"=50' 50 D JLM , HAYES, SEAY MATTERN & MATTERN,INC. »_50 No. 7522 1 -
z . TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, A H ARCHI RALEIGH, NORTH FINAL DESIGN NOT RELEASED F TECTS - ENGINEERS - PLANNERS
LOCATIONS AND FEATURES SHOULD BE: FIELD VERIFIED. OR CONSTRUCTION CAROLINA DATE 92/98 SHEET C5
PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT I w 7. SAVE ALL PROMINENT EXISTING TREES
H REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.

D
~ i ~ ,n
~ ~
I~~~ I ~
~ ~ ~ w U Q Q w
z ~ ~o~
~ ~ ~ ~
~ / w
~ I ~ I ~ o a
~ O N
~ X
i / _ _ ~
~ ~ ~ ~ : 5 . t
~ , , ~I I I ( 0 2 3.2
/ ~ I 0 ~ ~ a
i j ~ ~ Q ~i Q ~ .C /
~ % O w. ~ KEY MAP
/ % - % % / I I I ~ ~EXISTWG G~ N ~ ~ ~ NG GREENWAY~ X 221.1 ~ NO SCALE q
LEGEND
/ ~ / I I I W ' , ' EX~ i EXISTING 40_SANITAKY SEWER EASEMENT
- - ~ OR m EXIST SS MANHOLE
j / / I I ~ I ~ ! _ ~ TRASH RECEPTACLE iACLE - - TRAIL BANK
~ - SUPPLIED BY CITY CITY 13+00
/ ~ INSTALLED BY - TRAIL CENTERLINE
~ / / ~ li I'~ Q / CONTRACTOR, / ~ / ~ ~ ~ r~ ES SEE DETAIL 2 TRAIL SHOULDER
/ / I I, I ~J I V. 221 C73 ci3 ~Z+~~~ ~ ~ - - - ~ TRAIL ASPHALT
- n
~ i / ~ ~ I ~ I ~i 42LF, ar_n=e ~ ~ ~ ~ 24" RCP 305.62'
305.62' - ~ Q ~ Q ~ ~ Q CROSSWALK j
/ / ~ ~ I `t`om III I 1+00 - i - ~ - - + TRAIL PIPING
car ~ BOARDWALK
/
n' -Sao---- EXIST TOPO
BENCH LOCAIIt>N
BEGIN STA. 10+ 0 ~ ~ I ~ v ANCE BOLLARD / i -SEE DETAIL ~ Z~
CL OF GARNQR SUP LIED BY CITY ci3 PROPOSED TOPO
ROAD I I,- i I TALLED BY xzs9 ~ SPOT ELEV.
X 221 ~T ~ ONTRACTOR, SEE DETAIL ct3
~ - d-a STORMDRAIN PIPE
N 31 06.1 93 " ' GUARD RAIL
E 109 63. 528' ~ F S ~
--biz+oo STATIONING
I W .220.
PROPOSED SIGN - - - - EXIST. SS EASEMENT
ST UC ION SUPPLIED BY CITY
ENTRA CE INSTALLED BY 4 PC = 73+06.19 POINT OF CURVATURE
_ SE~ D TAIL e " ~ I CONTRACTOR. SEE DETAIL c~3
~~cis ~ ~.i /EXISTING GREENWAY~ PT = 12+51.15 POINT OF TANGENT '
\ I PIPE PARALLEL TO ROAD SF - SF- SILT FENCE
I ~ ~ OLD R/W -
~ MATCH EXIST. GROUND
I ~ I ELEVATION. PLACE IN /
I ~ I EXIST. DITCH LOCATION
AND FIELD ADJUST.
i
~ ~
~ , , i
o ~ X 217.8
o
~ ~ /
I
,
X 219.7 I ~ ~ ~ i
II ~ I I i
II 'I
- ~ i
~ ~ ~ ~ i 217.8
I ~ I ~ ~ ~ X 217.8
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS.).
° BOARDWALK. WETLAND LOCATION WII_~ DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. IN
9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN REVISION DATE DESCRIPTION 8Y AFP
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR.
N DESIGNED cv~ CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED. WAWUT CREEK TRAIL
DRAWN RNC RALEIGH, NORTH CAROLJNA
4. TOPOGRAPHIC & GREENWAY INFORM,4TION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98.
`~7 CHECKED^ GLA
3 5. LOCATION OF PIPING_fOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
FNi eRr.FUFN-r
MATCH PIPING IU ul lc:ri I:tN ItKLINt.
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL
Lj- LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. 20' 10' 0 20' 40' SUBMITTED JLM I PLAN
1 -20HAYES, SEAM MATTERN & MATTERN,INC. SCALE comm. , 1"=20 NO. 7522
7. SAVE ALL PROMINENT EXISTING TREf_S PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. - RELEASED FOR CONSTRUCTION DATE FINAL DESIGN NOT SHEET RALEIGH, NORTH C CAROLINA 9/2/98 C6

i
~ i l ~ I I I ~ ,I ~ C CE T BI R MP p C C E
1 I ~ I I ,
I I T XS i 1 t l ~ 1 i T X S . 51 WA KS. Q 4 r 0
! ~ ~ ~ ~ 1 SEE DET I ~ I f ~ I ~ SEE DETAIL i ~ ~ ~ F- Y D! ~
I IIt ~ I I I I c1o I ~ w UQQ
II ~ ~ I I I II ~ ~ I I I ~ I w w OHO Z ~ 0! C~ D!
I i ~ i I ~ i ~ I PR I it ~ I PROPOSED CROSSWALK I ~ ~
I I I (f ~ I I I BY ~ ~ 11 ~ 1 1 BY THE CITY. Q
I ~ ~ I SE TAIL U w SEE DE s t~
i l l i I I~~ ~ ~ p Q . C10 J ~
~ l III l 1 1 1 f I -1 (n
1 I 1 ~ 1 1~ ~ I ~ i, 1 ( 1 i I ~ ~ D SIGN SUPPLIED BY O PROPOSE I THE
2 .3 ' ' t I I ~ I i ' THE CITY INSTALLED BY , . ~ I ~ ~ a
I ~ ~ t I I I I CONTRACTOR. _
1 I I I I t I I ~ ~ SE E_ DETAIL 4 , , t
Y I ~ I I J I I C13 G r
t i 1 i I ~ I 1 ~ 1 I 1 3 ~ ~ ~ ~ a I ~ i 1 i
~ ~ 1 1 1 ~ I 1 1 w ~ 1 ' ~ ENTRANCE BOLLARD SUPPLIED i ~ o ~ 4
1 I o f t 1 ~ BY CITY INSTALLED BY . ~ ~ ~
I 1 ~ ' , ~ 1 1 ~ ~ ~ ~ i i ~ , CONTRACTOR ~ a - -c ~
1 ~ I I !2 1 ~ I ~ ~ ~ ~ . , ~ 5 ~ KEY MAP
~ 1 1 1 1 ~ - ALE ,i ~ c13 NO SC
1 A \ 1 1 ~ II I ~
~ 1 \ 1 ~ 1. I ~~I ~ ~ TRASH RECEPTACLE SUPPLIED
1 1 1 1 Y 1,~~1 1 1 J ~ Y ' BY CITY INSTALLED B
1 Q 1 ',I INSTALL BOARDWALK BR DG 24.54 I I ~ CONTRACTOR
1 ~ 1 1 1 1 NOTE: DESIGN W RAILING AB TM T 1 ~ x 4.48 / ~ x 1~ ~
1 1 .3 0 FOR THIS SECTION OF BETWEEN STA. 35+87 1 1223 1 212 17.4 x Y16.80 U7 SEE DETAIL 2 x 275.47 C 13
n ~ 1 ~ ff
BOARDWALK USE 6 AND STA. 38+75. 1 2, , H~s,.4, 1 r i x x (3)15 CMP
~ 15 DEPTH OR SEE DETAIL ~ _ _ _ _ x 2,6.42 ` ,a.2n 1 cn PILES , _ ~ 1 1 CUT SWALES FOR
ALT: F-1 W/ 9 PINS ~ , w 1 1 ~ 1 1 POSITIVE DRAINAGE ~ ~ ! ~ ~ OR m EXIST SS MANHOLE
~ ~ x218 1i 1 x 4.92 ~ ~ , 0 AND AWAY ' i THE CITY OF RALEIGH 2 48" CMP
~ 1 I I 4.95 ~ ~ 1 ~C1 2x2 88 PIPES. ~ ) ROM ANK WILL NEED TO CH EXIST. TRAIL B MAT
POSSIBLE STREAM x 2, za 2 66 1223176 3.6 .as IRE ADDITIONAL ACOU GROUND ELEV. TRAIL CENTERLINE
DETAIL 216.46\278.3 x2,6.74 ~ ~ 1 CROSSING. SEE 4 x213.3 ~6. ,6. t ~ RIGHT-OF-WAY FOR PLACE IN EXIST.
C~9 38+DO 21 14xxt13. 1412721 02 ~'8~ t t) I 9~ THIS SECTION OF CHANNEL, BURY TRAIL SHOULDER
6) 5 1 ~ 219 ^ 5 TRAIL. INVERT
i i W 1 TRAIL ASPHALT
.23 ~2 6 i ~p' 9. Q z. ? 5)
6 216.3) 21~.5J ~ .43 1218. A 16.0 4. 7 ~ CROSSWAL
x 216.16 216.f~ g 18~ , x216.07 X 12 16. I I 1 6.91x 13.0721288 ~ Q +
1 ~x 218.1 21 "k~q,6 I / ~ 1 l ~2~~;61 ~ Lfl 5. y ~ ~ - PIPING ~ TRAI L
~1 1 ~ (216. gyp' W / 5. ^ ~ ~ i ~ L_.._ c BOARDWALK
I ~ ~ 57 ~
SLOPE x212 5 i I 1 ~5 7~ /L=20•~ ~ 1 6.79 ~,30~ , 25.04 ~ 5.55 R=30. .1 2so-- EXIST TOPO
BANK EiACK 16.1 ~ x b.16 CONC. c 1 6' 5.16 .0 2 / ~ x 6. ~
1 2 TO 1 TRAIL / / / ~ ~Q ~ ; ; PROPOSED TOPO
1 2.95 I 1 I 1 TOP OF WALL I 2 .7 / ~ ,2 /
BRIDGE LOC TION x 215.55 ~ WAU i I 223.5oxoN5T. ~ (2,7.27 .20 ~ I I 1 1 x259. SPOT ELEV.
SEE SHEETS x215.78 2'6.'9 ~ / 2 • z 1 , ,
x2,4.62 Bc ~ t~H WALLS ~ .9 ~ ~ xp25.85 ~ II ~ ~ ~ ~ p----4 TORMDRAIN PIPE , ~ S
~ x 2,642,6.40 T~ ~ gE x ~ ~ ~ i ~ ' ~ , ~ ~ ° " GUARD RAIL
I I x 25. x . ,1 x2ls.se x21s.~b21s~ I~T>l~9d.. 21 2 :LANDING 5 87~i / / ~ ; ; ~ ~ 1 / ~i
\ x 2t 4.71 x 214.27 .151 x 214.74 x 216.02 p x 2 .7 ~ 1 ~ x ~ ~+oo STATIONING
~ x 2,6.06 I ~ )M6.20F 1 1, 1 x 63 i .87 ~ x i 5 x 18.00 x 216.99 ~ ~ ~
~ WALL ELEV. X215.2 72 S / ~ - EXIST. SS EASEMENT ,2 ~ '
~ VARIES 1 1 ~2,6.,~ ~ x 2,6.42 1 i ~ / / i
1 x ~ la ~5~ x 2s.o2 ~ 1 ~ ' Pc = ~s+os.~s POINT OF CURVATURE 1 ` ~
26.2 1 ` x 7.20 ~ \ , 1 ~ ~x217.93 PT = 12+54.15 POINT OF TANGENT
\ x213.05 ,6.6G ~iSE STANDARD ,9 2,v ,2, ~ 0 U ~ ,26th ~ ~Z,eea PR ~S
BLK. UNIT ~ QX ~ 1 1 ~3 ` x 218.17 x 5. 1 . ~ T. ~ 9\ 1. x 2, .05 - _ SF -~F SILT FENCE
~ THIS sECTI 1 1 ~ ER~• 1 1 1 CUL C.~ 22 . - - 25 ~
~ I tl ~ I 1 I x 216.25 I
I I I S6 x 26.31 x 26.31 ~ ~
~ I 1, 9 ~ ~ ~ I x 21s.a6 ~ \ N
\ ry~ x t8 ~ ~ x216.0~214.x 16.78- i'~-
'19 x ry'~~ ~ 1 ~ ~ / A
6• x I \ ~ 6 xry', I ~ I 6 h I I ~ ~ ~ ~ N
ry~0 ry~0 ` I h x ~ x ~ I I I 6 2 x 2, 7.05 ~
~ / ~ ~ ~ ~ ~ I ryryry ry ~ / x 216.61x 214.50 216.55 ~ " 1 ~ ~
POSSIBLE ROCK CHECK 1 ~ ~ / ~ xry 1 ~ ~ ry~~ 1 ~ ~ U ~ 1 ~ r, ~
DAM. SEE DETAIL ~ ~ f l~ ~ x, 2 \ - ~ ry try ~ 0`~ I i i~'i NTRANCE ~ ~ _ - CONSTRUCTION E x 2,6.49 x 2,7.26 c2. _ _ _
x 5.82 ry`ry ~~216.9d C~9 TO ry~ xx21219 x ~ ~ ~ \ ~ ~ ~ ~ 'SEE DETAfL x 2,5.29
RAIL TO TIE IN x ;
P ~STRIAN x2,702 ! f ` ryry9966 PROPOSED i ~ ~ , ~ ~ ~ x ~ ~ C19 ~ / ~ - ~ \ ~ 218.94
LVERT. x I ~ ~ ~ x ~ I x 218.04 \ ry~~ ~ ~ ' - _ ~ ~ NEW CHANNEL 2 ~ ~
~ry Ixry~ ~ \ ~ - - ~ DENING BY
x ~16.6~~~5xry~ti ~ ~ ~ ~ \ OTHER. r- _
x ~ ~ A rye ,ry x 211.55 ~ ~ ~ ry~~ v ~ ~ 1 _ - ~s.71 G ~ ~ ~
xry xry x \ ~ \ ~ 6.71 ~ - - - IN
- \ _ - EX~~ ~ EX _ X -
ER~( ~ _ -
CL CU~
05
22 .7
EXISTING BOX LVERT. ~ ~
~ SILT FENCE LOC~ATI~N. ~ - - - 1
~ z ~~____--v ~ ~ ~ / / 6.79 a / ~ \ 6.79 ~ ~ ' 1 ~ SEE DETAIL 1 ~ -
1,
a ~ `v i~~j I x ~ v ~ i v/ ~ i ~ 1 \ ~
J f~~
w z -
m
m a~
TING INSIDE AND OUT SEE SPECS.).
SPHALT COA ~ FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE A OR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE 1. CONTRACT
° ILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. K. WETLAND LOCATION W D EROSION CONTROL MEASURES AS NEEDED IN NEEDED IN DESCRIPTION BY APP
BOARDWAL 9. CONTRACTOR SHALL PROVIDE SILT FENCING AN REVISION DATE
IRECTED BY THE EROSION CONTROL INSPECTOR. CERTAIN AREAS OR AS D EA GREENWAY SYSTEM CAPITAL AR
D AREAS TO BE OVI_RSEEDED WITH APPROVED MIX. 2. ALL DISTURBE DESIGNED GLA
10. ON ALL CMP PIPING, BURY INVERTS AS NEED
° DELINEATION BY S&EC DATED 9/98. ° 3. WETLAND LOCATION/ DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GLA
ROVIDED BY THE CITY OF RALEIGH, DATED 7/98. 3 TOPOGRAPHIC & GREENWAY INFOF,MATION P 4.
APPROVED JLM
~,,~T~n~~ nG p~pi~ir. FnR nITr.NFS IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
DITCH CENTERLINE. MATCH PIPING TO PLAN SUBMITTED
3
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL ' 10' 0 20' 40' 20 MATTERN INC. SCALE COMM. „ SEAY MATTERN & "=20' NO. 7522
BE FIELD VERIFIED. z LOCATIONS AND FEATURES SHOULD 1 D JLM -ENGINEERS -PLANNERS 1
R CONSTRUCTION CAROLINA DATE 98 SHEET
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT R C7 FINAL =20 DESIGN N NOT RELEASED FO ALEIGH, NORTH CAROL 9/2/
CONTACT DESIGNER FOR FIELD ADJUSTMENT. REQUIRED,

i ~ i i
~ \ ' x
TIE RAIL I TO- ~ I 210.2 ~ Y~o
EX S NG SI -
r ~ ~ WA K, SEE TAIL 8 ~ 1 D 1 ~ \ w W ono
c~a I C> z ~ ~ c~ ~
I ~ \ ~ W ~
ENTRANCE BOLLARD ~ ~ ~ ~ ~ ~
` SUPPLIED BY CITY I X G \ \ \ °
/ ~ 222.6 INSTALLED BY CO RACTOR, f
; N168'24 54"E ~ / ~ E DETAIL ~ 5 ~ ,
I ; 23 7 1 C13 ~ I 1 ~ ~ o r' ~ r ~ _
i \ \ \ j L
;
;
d ~ 4 ~ ~ ~ ~ 4
1 r
TRUC ION ENTR NCE CONS - c 20POSED SIGN ~ 1 \ ` , J~ ~
PROPOSED S \ SEF-B~TAIL
8 SUPPLIED Bl~ JPPUED BY CITY KEY MAP }
cis TALLED B ~ ~ INS i STALLED BY X NO SCALE
CONTRACTOR ~ ~NTRACTOR \ 1 212.1
EE DETAIL - 4'23"E S1 5 ~ .E DETAIL 11 i
~ , ~ cis ~
178.32 ~ _ _ ~ ~
~ , - _ ~ ~ - ~ \ \ '1
~ ~
; . TRASH R TRASH RECEPTA~ \ 1 LEG EN D
~ ~ SUPPLIEL ~ ~ SUPPLIED BY CITY I \ 1
, 1 , NSTALLE NSTALLED BY ~ OR m EXIST SS MANHOLE
/ ~ ONTRA( Q ONTRACTOR
~ ~ E DET O E DETAIL C13 \ 1 = - TRAIL BANK
\ ~ - TRAIL CENTERLINE
Q ~
1 11 1' 211.8 TRAIL SHOULDER
INSTALL STANDA TRAIL \ 1 11 ~ j ~ TRAIL ASPHALT
TION S DESIGN IN ALL LOCA
UNLESS OTHERWISE NOTED. ~ ~ ~ ~QQQQQQ CROSSWALK
SEE DETAIL 1
~ ~ C10 I I ' TR,41L PIPING
1 _ '1 - ~ BOARDWALK
~ EXIST. GRAS ACCESS
A IN S LOCA~`fORi- RO D THI - - EXIST TOPO
BOARDWALK ASPHALT EXISTING I 2H0 PROPOSED TOPO
TRAIL TRANSITION. SEE GREEN WAY
DETAIL I ~ xzs9 SPOT ELEV
6 ADJUST GRADES
i ~ IN THIS LOCATION ~ c \ `1 a--4 STORMDRAIN PIPE
X TO MAKE
210.1 N FROM N 10 ; \ ! GUARD RAIL
ACCESS D IVE~TO ~ ~ ~ _ - - --viz+oo STATIONING
EXIST. GROUND BOARDWALK OVER }
ELEVATION ~r EXISTING WETLAND y - - - - - EXIST. SS EASEMENT
BOARDWALK WITH WITHIPJ EASEMENT. - 210.6 '
RAILING 'i0 SPAN OVER APPROXIMATE SIZE ~ N82'18'21"E / PC - 13+06.19 POINT OF CURVATURE
EXISTING DITCH AT THIS IS .2:5 ACRES. N85'43'46"E \ aa.75' ar = ,z+s~.is POINT OF TANGENT
LOCATION 80.54' \ ~ 1 EXIST.
77+00 76+00 ~ BOX SF - SF- SILT FENCE
16. °
BOARDWALK C INSTALL \ I END STA. \ CULVERT
DESIGN W RAILING ~ 77+52.32 ~ / ~ ~
BETWEEN STA. 69+66
AND STA. 74+94. n ROCK \ / / ~ / % / /
II F ETAIL ~ S SEED i ~ ~ QUARRY ~ / /
75+00 2 BOL ~ O ~ c> > ~ u ~ ROAD ~ - i
~ O.C. SEE II ` J ~ + 221.0 ,j - /
~ 5 DETAIL ~ C~ ~ \1 (P N U
- / -
II Q ~ C13 ~ k s, - 0D / cn S N
c~ k .p N /
PROPOSED TRAIL 0 TIE
. N67'43 08 E / 74+00 ~ ~ H LOCATION 9• 96.0 i ~ J- INTO EXIST. ~ OF ~
; S ~ - -SEE DETAIL ~ ~ ~ rn ~ ~ PEDESTRIAN CULVE T.
~ (SEE 20 SCALE PLA FOR
DWALK INSTALL BO J~ ~ ,MORE INFORMATION) FIELD
E IG,N HOUT RAIL~IGS / DJUST IF NECESSAR .
STA. 74+94 ~ ~ ~ E / ~ /I EE SHEET
AND STA. 76+54 ~
ETAIL SEE 3 / / l/
~ ~ ~ /

EXISTING GREENWAY ~ ~
OTE: i
F IS SECTION OF / I FIEL ADJUST
i BOARDWALK USE 6" ~ / ~ \ / , ~ TANG NT AND
z PILES ~ 15 DEP OR SILT FENCE LOCATION. Q ~ RADII 0 MEET
~ ~ - SEE DETAIL a ALT. F 1 PI ~ / ~ EXIST. CULVERT

J ~ / Q W
HAV ASPHALT COATING INSIDE AND OUT (SEE SPECS. .
E FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL E TO VERIFY ACTUAL WETLAND BOUNDARY IN TH 1. CONTRACTOR
ETERMINE BOARDWALKS STARTING/STOPPING LOCATION. AS NEEDED IN BOARDWALK. WETLAND LOCATION WILL D ROVID SILT FENCING AND EROSION CONTROL MEASURES )ED IN REVISION DATE DESCRIPTION BY APP
9. CONTRACTOR SHALL P E _ REAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR.
PROVED MIX. CERTAIN A ISTURBED AREAS TO BE OVf_RSEEDED WITH AP 2. ALL D N DESIGNED cw CAPITAL AREA GREENWAY SYSTEM
WAWUT CREEK TRAIL
10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED. DELINEATION BY S&EC DATED 9/98. 3 DRAWN RNC RgLEIGH, NORTH CAROLINA
3. WETLAND LOCATION/
3 ~ P OVIDED BY THE CITY OF RALEIGH, DATED 7/98. CHECKED GLP.
- POGRAPHIC &GREENWAY INFOF,MATION R 4. TO
OCATION & ITCHE~~ IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY L APPROVED JLM ENLARGEMENT
5 I OCATION OF PIPING FOR D
-qlqmmm~ PLAN
MATCH PIPING TO DITCH CENTERLINE. 3
PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, A 20' 10' 0 20' 40' SUBMITTED JLM
a 6. TOPOGRAPHIC INFORMATION ._20 HAYES, SE AY MATTERN & MATTERN,INC. SCALE comm. _ , 1 - "=20' 1 _2p N0. 75RCHITECTS - ENGINEERS - PLANNERS
LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. /
AS FLAGGED. IF JUDGMENT IS RALEIGH NORTH CAROLINA DATE 9/2/98 SHEET Cl 8
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES
CONTACT DESIGNER FOR FIELD ADJUSTMENT. W REQUIRED, H
l

1 ~ 1 1
5, 5 }
1i ~ ,1 1 1
~ ~ 1
216.19 ~ ~ ~ l ~ ~ ~ 1 224.92
1 .w } ~ ~
- ~ ~ ~ ~ `
I ~ 4 1 ! ~ ~ Q 1 1 ' 1 1 ' l
ti ~ ~ ~ T ~ l ti ` . 27h.95 ~ 1 ~ ~
~ ~ , y , 25.06 2 5.06 274.88 ~
~ ~ Z ~ 1 ~ ~ w ~ ~ ~ 2 5.0E ~ 22,.17 , 25.06
Z 223.76x 3.76 L=20.1 x 1 X! f
~ ~ XI r 26.39 / ` 1 23.6; R=30.001, 23.62
1.16.4~~ X 5 213.28 1 X ` 1 % ' 216.6 ' 1 1 ~
216.4 1 216.74 ~ 212.96 213.31 ~
~ x ~ ~ ~ ~ ~ 216.56 y EpS ~ ~ , ~ I
213.37 5 , SS y y , 'l
216.2 ~ ~ ~ 5 I ~ ~ m
s 213.50 217.14 ~ 2~ ~ ~ i
~2 22 ~ ~ ~ ~ 2 5.20 224.72 , p~NG ~ ~ ~ 3 1
212.72 ~ 222 Npi t ~ 1,P 1,PN ~ w ~ 1 0 0
1 k ` } } , r ~
~ ' ~ G . ~ ~ 25.
PNpIN , TOP OF THIS t ~ ~ Z 1 m 5.18 1 1 22 r-
SECTION ` WALL 1 N f ' i h 1 6 x ~ i
(217.27) 1 I ~ }
1 ~ 1 2° a 2 ~ , 1 ! ~ ~ 1
w t r , ~ 219 t ,6~. ~ .25 ' 219 f , ,
SLOPE BANK ~ N ' f 8.5' `I, 1 ~ ~
BACK 1 2 TO 1 ~ ~ 4° 1 ~I 24.89
RIP-RAP CLASS I 4 11 ~ NG
18 TH K. p,ND~ , TYP. I y L i i ~ ~ ~ 2 .43 ~
~ k ~ 1 ` ' 225.30 ,
6 9. ~ 1 ~ ~ - 225.23 ` 1 t g ~ ~ 1 t
~ 9.8 7.5 X21 1 ~ 19 • 225.34 ' ~ r 1 225.2 i ~ '
6.3~ P. 8, ~ ' 225.50 I '
0 X21 2; 224.1 + I ~ 43 ~ ~ l ~ 2i ~
5 ~ Q (21 24 1 - ~ ~ 212.57 216.1 (216.90 Z Q ~ ~ ~ ~ ~ ~ ~ 24.39 ~ ; E
X ~ r ~3 ' ~3 l 15' l ~ ~ 1
1 .16 212.82 212.8 Z W 1, ~(2 6 x w W '1 ~ ~ 90' 1 ~ ~ i
216.66 212.88 ~ 216.96 ~ 216.07 212.9 r f ~ 1
6~~ X x 216. ~ ~ ` 219 • m Y ~ 1 f (11 / 1 ~ t 1
213.07 X , ZcoN~ 2 ;0 2 ~ ~ ~ ~ 1
l ° 216.91 ' w ~ ~ ~ 218.6 PROPOSED SPOT, ELEV. o l I
IDGE 2 8R 2' ' ~ i N l~ t 1 ~ 1 ~ 225.04 EXISTING SPOT ,ELEV. 10.5 ~ , Y
~ 216.13 .6) 15 TOP OF WALL 21~ t ~ Z . 1 U ~ ~
c 8) ~ f 'r ~ Id ' g) , 1 19 k 1 ~ ~ m ,
17.27 ' 21'g k (2 ) X 7 3 ~2 ti , x 25. ~5 X ~ 1 w
h• ~2 ~ , 10, ~L X ~ ~ 22 .64
S . ~ ~ 1 , ~
6.5) X19 X. 21 E i 1, ~ 1 225.53 t
13 ~ ~o ~ TOP OF WALL ti, 1 1 ~ ~ 1 (223. 0)C~~NST• ~ 1 ~
11' ~ TYP. ~ i ~ 1
VARIES 6 A~ 0 5' 10 ~R Al `s ` ~R 225.57
5 ~ N l X 1 y ~ 1 ~
1 =5 ~ 2%d > PE 10 TOP OF WALL SLO PE 2% I
ARIES 212.95 ~ S~0 ti~
1
235 I _
23 _ - - ~ ~ ~ ~ - - , t , I
- , _ T r- - - - _ _ -..I. -i - + _ ~ i ~ 7 - - - ~ ~ - } I _ i i
t I I i I I 1 ,
a I i - - + ~ - ~ . _ ~ r-. ~ ~ ~ ~ ~ , - + - - _ _ I I
t _ - i ~ ~ 230 I I
i 230 ~ ~ - _ r a + ~ a- a > + o- . _f ~ ~ - i t 9 100 YR FLOOD F {-I ~ _ _ r - - - ~ ~ ~ ~ a 4 _ • ~ - - r-i { ' i p
> - ~ PLAIN = 228.40 I
50 YR FLOOD I I ~ ~ I ~
PLAIN - 227.40 ~ - - ~ ' ~ - - ~ I 1 i f f ~ ~ ~ I I I - -
- - - ~ a-- ~ - - - _ ~ - - * , 225
10 YR FLOOD ~ ~ f
PLAIN 224.70 - ~ ~ I I r , I + I
Y I I
YR FLOOD 2 i i - -
PLAT - ~ ~ r i ~ ~ + - ~ i 1 I 1 I 220
220 ~ - - - - - . - I ' - ~ r- - - + -a ~ - --I 4 - _ i d- - -r- t-~ - - } - f - - - - 1 t I } i I
~ f 1 ~ I I ~ ,
I i I
1 I I I i
- - - , - - - - - + F e > - } - - -
i r-~- ~ - ,i • i + F f-r ~ t - - ~ ~ ~ ~ - _G_¢ _ ~ i ~i 21 1 - - 215 ~ ' I
I - - f--
~i , I
I ~ ~ ~ ~ ~ ' I , I - _ , t
r - C } i i f ~ 1 ~ I ~ I I i I f 1 i I f
' ~ i 210 I -
210 ~ ~ ~ ~ I a ;1
i I
I I I 'I
i i I I -
-~Y. i I Z I 205 5
Q 205 5 95 85 75 65 55 45 a 15 40 35 25 15 5
a 10 90 80 70 60 50 = 100 40 30 20 10
0
Q W z

REVISION DATE DESCRIPTION BY AF'P
CAPITAL AREA GREENWAY SYSTEM DESIGNED GSA
m DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GSA
B
3 \RWVERTICAL SCALE = 1" = 5' APPROVED JLM PLAN AND PRonLE
Q HORIZONTAL SCALE = 1" = 5' SUBMITTED JLM
Z ti LL
N N HAYES' SEAM MATTERN & MATTERNJNC. SCALE COMM. FINAL DESIG
LD ARCHITECTS -ENGINEERS -PLANNERS AS SHOWN NO. 7522
W N - NOT RELEASED FOR CONSTRUCTION SHEET
W RALEIGH, NORTH CAROLINA DATE 9/2/98 C9
Z

~ ~ ~
~ ~
?f i J ~ 7~
7 _ ~
~ ~
i
r ~ r r
1
14' 14'
14'
SOIL
TRANSITION
np 2' 10' ASPHALT TRAIL 2' 8' MIN.
SOIL 2' 10' ASPHALT TRAIL 2' SOIL 2' 10' ASPHALT TRAIL 2 ( ~ COMPACTED TO - CLEARANCE
TRANSITION SHOULDER COMPACTED TO - SHOULDER TRANSITION SHOULDER COMPACTED TO - S 2" 1 2 ASPHALT SURFACE 8 MIN. 2 1-2 ASPHALT SURFACE SHOULDER SHOULDER " - ASPHALT SURFACE SHOULDER 8 MIN. 2 12 6
6 ARANCE 6 CLE CLEARANCE 2%
2~ 2%
AT 50' O.C. PLACE 6" DEEP TRENCH BELOW .r-----EXISTING
XISTING -EXISTING 12" MAX
GRADE GRADE STONE BASE WITH GRADE SLOTTED 4" HDPE PIPE TO
---------------11IU.17 IT IIl1TI_IT~~---~.17I~1ZI1T1ZI___ _ CORRAGATED PIPE WITH ~~-r~~IITT1117I011T1T DAYLIGHT
GEOTEXTILE SOCK TYPE --1 „ 6" AGGREGATE BASE COURSE
_ 6" AGGREGATE EXISTING GRADE 6" AGGREG~ EXISTING GRADE P T D 95% COMPACTED BASE COUF -6 AGGREGATE GEOTEXTIII PROVED R-3341 OR AP EXISTING GRADE
95% COM ACE BASE COURSE BASE COURSE FABRIC TH CAP END 95% COMPACTED EQUAL. SLOPE LENG FI " N H WITH SUBGRADE LL 6 WD. THE C
SUBGRADE SUBGRADE OF PIPE ~ .2% STONE (DO NOT USE
~ ~ _ SOIL).
~ ~ : ~ 3
1 ~ 2 C10 NO SCALE
C 10 C 10 NO SCALE
NO SCALE
15'
i ~
~ ~
c&c c&c
6'-0" 4'--0" 6'-D"
THERMO PAINTED LINES TO
20 COMPLY WITH NCDOT . ° ' , . . G a ° ~ d
" STANDARDS d ° , ° e
6 ABC ~ h S• SOIL 16" 24" ° ° ° e d ° a. d
r ~ ~W, ° ~e ~ ° .d.
Y EXt~ JT ° ° . dd ° ° o q . EXP JT.
J ZQ G e
3 W ~ Q"Pj d.
MAX SLORE: °MAX .SLOP
d ° d . °
2' 14 10' ASPHALT TRAIL SOIL e ° °
SWALE PAVEMENT MARKINGS
TO BEGIN AT THE TACTILE WARNING SURFACE FACE OF CURB/EDGE OF PAVEMENT
' 1 ' PHA T TRAI 8' MIN. 2 0 AS L L 2 SOIL TRANSITION- COMPACTED TO - CLEARANCE OF C&G PAN 3000 PSI AIR ENTRAINED EDGE CONC W/ BROOM FINISH
T(p,) 'THOU -2" I-2 ASPHALT SURFACE SHOULDER
G" EXST EDGE OF PAVEMENT i
i
AT 50' O.C. PLACE 8" _ XISTING NOTES:
- *SEE PLAN FOR TURNAROUND LOCATIONS DEEP TRENCH BELOW ~ GRADE 10NS NEW CONCRETE NEW CONCRETE
" 12" EXISTING & NEW SWALES SHALL BE STONE BASE WITH 6 3E RAMP SEE DETAIL) RAMP(SEE DETAIL) ( )ND. FINISH PAVEMENT
AX. DIRECTED AROUND NEW TURNAROUND. HDPE CORRUGATED DBL. M 1 PIPE TO ~ * 1__ SLOPE TRUCK TURNAROUND StCTION N SECTION COMPACTED SUBGRADE
WALL PIPE OR APPROVED _ DAYLIGHT TION AS GROUND SLOPE. IN SAME DIREC iLOPE.
EQUAL. SLOPE LENGTH 6" AGGREGATE BASE COURSE i I
OF PIPE ~ .5~ 95% COMPACTED SUBGRADE
FILL 8 WD. TRENCH WITH CURB CUT RAMP
STONE (DO NOT USE 6 NO SCALE
' ' solL). 5 C10 NO SCALE Rc_0~
4 C10 NO SCALE
C10 NO SCALE
PROPOSED TRAIL
(SEE DETAIL) EXISTING
SIDEWALK
Y SIDEWALK Q ~ ° d d • a d d d ~
„ ~ I Q d d Q d d 4 a aO O ° 4 d Q d
° 2 -0 10 -0 2 -0 w o d 1 ° dd d
~/2 ~
w~y~ ~~y y~ y~~~y~
m y ~ o ~ o. ~ d ~ y ~ . W
. ~ u . y ~ ~ a'RAt~nP° _ ~ ~ y ~ . ~ . w l a ~W ~~~W
d CrRASS~~ ~~~~7y a ° ' .1 ~ ~ GRASS
w ~ w a ~ ~ ~ Y ~ ~ ~ ° 95% COMPACTED ~~~~y ~ ~ ~ ~ ~~~yy Q
y ~ ~ ~ ~ ~ ~ y ~ SUBGRADE a y y y N
6"
W W v ~ a w y l y~ W ~ 1t ~ 4 y~ W W r . ~ y w W W Q IN.
y ~ ~ ~ ~ ~ ~ Q N a ~ oY y ~ y ~ ~ ~ > MIN. w~~ l~~ a ~~~w ~
EXIST. CURB
y~ y y ~~z q a y W W y SAW CUT 6" AGGREGATE BASE Q & GUTTER ~ y y ~OWNW y y f~ y ~ y y ~ WDCLWN w BASE
z ~yyw~ o ~y y ~~~Wti~~~ ~ ~~W~
Q J a.. e e Q.. 0 8 a FACE OF ° °
z EX. JT. C10 CURB EX. JT. NO SCALE
EDGE OF PAVEMENT
2' CURB TAPER 2' CURB TAPER
NEW CURB GUTTER 3000 PSI CONC W/
° PLAN BROOM FINISH
N 2' CURB TAPER
~ Q
o, REVISION DATE DESCRIPTION BY APP
SAW CUT USE CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 EXIST. JT. IF FINISH PAVEMENT
3 POSSIBLE SECTION PACT D SUBGRADE COM E DRAWN RNC RALEIGH, NORTH CAROLINA
U CHECKED GLA
noo~nvcn a TRAII
` f-I L ~IU ~L ~I ni i nvrw Ww-
3 SAW CUT TAPER RAMP TAPER SAW CUT
Q z SUBMITTED JLM DETAILS
HAYES' SEAM MATTERN & MATTERNJNC. SCALE COMM. FINAL DESIGN NO ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
7 ---NCURB CUT BICYCLE RAMP T RELEASED FOR CONSTRUCTION DATE g SHEET RALEIGH, NORTH CAROLINA /2/98 C1
NO SCALE C10

- 2"x6"x16'LG. RAIL CONT. NOTE: 1. All PILES SHALL HAVE A BEARING AT A DEPTH DETERMINED BY Sql BORINGS, SEE SPECIFlCATiONS.
ATTACH W/3" GALV. A DEpTM 1" t. ALL PILES SHALL HAVE A BEARING AI CONTACT OWNER'S REPRESENTATIVE IF DISCREPANC~S EXIST.
SCREWS 2 PER 45' RADIUS DETERMINED BY SOIL BORINGS, SEt ~aEgFlCATIONS. 1• ~ BOARDWALK SECTIONS ARE POST PER RAIL. CUT CONTACT OWNER'S REPRESENTATIur iF BASED ON A 16 FT. DESIGN MODULE. 2 BOARDWALK ITHOUT HANDRAIL SHALL NOT EXCEED
` DISCREPANgES EXIST. 24' IN HEIGHT FROM DECK SURFACE TO ElpS11NG GRADE.
- 4"x4"x5'-2" LG. 12" 3/8" GALV. 2 BOARDWALK W1IHOUT HANDRAIL SIIAi i NOT EXCEED 24 IN HETGHT FROM DECK SURFAr:r r0 EXISTING 3. ALL LUMBER SHALL BE PRESSURE 1REATED AS PER
POSTS 4' O.C. 2"x 6"x 16'LG. HAND - CARRIAGE BOLT 2"x 4" W WASHERS 3/8" GALV. 0 5" ( RAIL CONT. ROUND / 3. ALL LUMBER SHALL BE PRESSURE irtrATEp AS p~ CARRIAGE 2'x 4" PICKETS SPEgFlCATIONS. ~V, 4. ALL LUMBER SHALL BE ATTACHED WITH
2"x10" GALV. JOIST TOP EDGES FOR HAND RAIL. SPEgFlCATIONS. BOLTS AGE 0 5 O.C. GALVAI~ZED SCREWS, NO NAILS SHOULD ~ USED.
(1)3/8" GALV. HANGERS 4. ALL LUMBER SHALL BE ATTACHED vnlH B° GALVAFZED SCREWS, NO NNLS SNIxnD BE USED. 4"x4" POST 4' O.C.(1YP.) 2"x6"x16'LG. TOP RAIL
CARRIAGE BOLT W/ 44" 2"x4"X16'LG. " ~ " 2"x 4" PICKETTS 0 5" WASHERS (BOLT SPncER 2x6 x9 9"LG. DECKING (2)2"x10"x9 -6 LG. 23_1/2• O.C. (TYP.) 3" GALV.
THRU POST) ATTACH W/ 3" GALV. BEAM BOLTED SCREWS SCREWS 2 PER JOIST TOGETHER V
32" PER PLANK 2"x6"x16'LG. RAILS CONT. 4"x4" BRACE 0 8 " ATTACH W/3" GALV. SCREWS.
O.C. TYP. BOTH ~ '4" 24" 24 24" 24" ! I ~ I
SIDES
3" AIR n (2)5/6" GALV, HEX
2 3 8" GALV HEX sr,u;E 8_1/2 BOLTS W/ WASHERS O/ BOLT W/ WASHERS ~ . • i i 2'
TYP. ~ ~ • • 11" (2)3/8" GALV. HEX I 10'
~ ~ °~•t. ; - • ~ • BOLT W/ WASHERS ~ ~ 2'
• I i i I BOTH SIDES ALL • 2"x 8" DECKING 2. 8'D,C,
i i II 2"xs" II I • POSTS. ~'-'24"- --'"I I i I BLOCKING I I I I I I JOINT 16' 3" NR SPACE 2"x6"x16'LG. BOT. RAIL BAND
i5 I • a' o.c. I p I ANCHOR IN PLACE 0 C. NR SPACE 8' O.C.(TYP.) 2, " G. II OVER CROSS BEAM 2"x10 ~O ,
24' CUT 2"Xto"X7'-9"LG. W/ GALV. PLATE. MIN. ~V' JOISTS. II JOINT 16' O.C. 2'
HURRICANE 2 3 4"GALV.- ~ TIES ON ALL 12-1 2" / 2"x6"x16'- N N,
HEX BOLTS BRACES 2"X12" BLOCKING BRACES 6" D4l PRESSURE TREATED PILES x 8" > >
W/WASHERS. (BOTH SIDES) 3' O.C. (TYP.) • 4)2"x10"x 2"x8" 8' O.C. (SEE SPECIFlCATIONS). Z"'A x' ~ 4)2"x10"x10'LG. DECKING
(2)2"x6"x 10'-7"LG. BEAMS I O, BEAMS BAND OVER " N,
'4 2"x10"x1u1~. 2 5 8~~ GALV. OR 14'-7" LG. i) O / BRACES BETWEEN BEAM (TYP,) 2"xs 'o N ° S "
SEAM BEIWr r N HEX BOLTS W/ RAIL POSTS. 2' y 2'-~ aIIES, WASHERS (TOTE: 2' 4' 2' 2' 2' 2 x, •x10 N, o, 2 2
4' O.C.(TYP.) 1. ALL BOARDWALK SECTIONS ARE 4' x B' O.C.- 4'
BASED ON A 16 FT. DESIGN MODULE. 8'-3" O.C. (TYP.) os N, "xlon
j s rl 2• o, (21
" VARIES
1 'I I Z"x6 BY ANGLE
- ~ ~ C11 _ _--y~ 8'
NO SCALE C11 NO SCALE ^"x6" / ~ 4
2' / l ,
NOTE: NOTE: 1. ALL PILES MAIL HAVE A BEAPoNG n r A pEphl ~ j~Qlt: i^ i
1. ALL BOARDWALK SECTIONS ARE DETEI~IMIED BY SOIL BORINGS, SEE crtgFlCARONS. BASED ON A 16 FT. DESIGN MODULE. CONTACT OWNER'S REPRESENTAl1Vr it 1, nii BOARDWALK SECTIONS ARE , ice'' "x6" ru•;ED ON A 16 FT. DESIGN MODULE. . . ~ 2
DISCREPANgES EXST. . i-'"
2. BOARDWALK WI'MOUT HANDRAIL SHAT i NOT EXCEED EQUAL '
24" IN HEIGHT FROM DECK SURFACr rr) EXISTING 10'-3" GRADE.
- 3. ALL LUMBER SHALL BE PRESSURE rnrn~p AS PER ~
2"x6"xt6'LG. SPEGFlCATIONS. 2"x6"x10'LG. (2)5/8"GALV. HEX PLATE CONT. 4. All LUMBER SHAM BE ATTACHED Innr 2O" 20" DECKING BOLTS W/ WASHERS GALVANIZED SCREWS, NO NAILS SHlxnp gE USED. .
4 i/2' O.C. (TYP.) 2)2"x8"xt6'LG. BEAM FAN PICKETS QUAL ' BETWEEEN POSTS _ 2 k6"
- FAN PICKETS BETWEEEN POSTS 0 BREAK POINT
° 2 5 8" GALV. HEX 0 BREAK POINT / f---VARIES °
X 0 / BOLTS W/ WASHERS ~ 0 4' 4' ,
~ ~ 4' O.C. TYP. VARIES 4 2"x4" PICKETS RAIL JOINT RAIL JOINT . 2"x6"x9'x9" LG. DECKING
e ° ° ANCHOR IN PLACE WffH ® 5" O.C. B' ATTACHED W/ 3" GAIV.
~ I I I f (2)2",.a ~9'-9"LG. I I I I I I GALVANIZED PLATE L JOINT L JOINT N 15" I I I! BEAM I I I I I I 6" DIA. PRESSURE TREATED • SCREWS 2 PER JOIST PER ~ PLANK s ~ I
0 2 PILES 8' O.C. DRIVEN INTO y ~
THE GROUND (SEE -2"xg" 6i~a KING 2`x8" GALV. SPECIFlCATIONS) J
_ 30"O.C. i,r JOIST HANGERS ~ ' 2"x8'xT 9"LG. 1
JOISTS 20" O.C. NOTE: (4)2"x8"x10'LG. 2
EACH 16' SECTION BOLTED (2)3/4" GALV. HE;( CROSS SECTION BEAM BETWEEN Ir ~ a
TOGETHER WffH {4) 5/8 BOLTS W/ WASHERS PILES ` { I ~ GALV. HEX BOLTS W/ 2'x8' WD. BAND 8'O,C. i', I i, I I 1 t I \
WASHERS. - n ~ ~ ~ e DVER CRDSS BEAM TYR ~ Lip I ~ ~ I ~ 11 ~ .I ~ Ir,
24 4 0.~~. 4 O.C. 4 O.C. 4 O.C. " ~ ~1 ~i ~ 1 j 1
~ 2"X6"X10'LG. ` "X6"X16'LG. (2)2'x8'x9'-9'LG, h~; DECKING HATE CONT. BEAM ~i( RIP h' ~ 2•x6• REAK it ~
p RIP 3" AIR SPACE PuTE PoINr l/ SCE ~ ~ 1{ ~ ~ ~ ~
BREAK 2"x8" ® POINT PLATE 90' ~ 8'O.C. ~ ~ TYP.
SL.,---- OPE VARIESi ~ 10% MAX. ~
I 90' SLOPED HORIZONTAL ~ I~ ~
/ ~ ~ ~ ~ i ~ III ~ ~ , i ADJUST HEIGHT OF ~ SECTION SECTION ~ 2"x10" CROSS- ~ B'-3° TYP.
/ (-N ~ HORIZONT SLOPED N SECT10 I ~ ~ III BEAM TO MATCH ,i,'' GROUND SLOPE ~ / I1
i / / l rog7 ~
2"x8"x7'-9" a GROUND JOISTS ~ (2) 2"x8"x16'LG. / / / 5fC ~N
OIiTSILE BEAM ~ ~ ' 2 4,
(2} 5/8" GALV, HEX I i " I ( = j-_ HOLD 8'O.C. TYP. 4'
BOLTS AND WASHERS I I 8 -O O.C. I I i I ( 16' SECTONS 4' O.C. TYP. ~ I -EXISTING ` -16' SECTONS BASED ON HORIZONTAL DISTANCE
- I ( ( I I GROUND -
6" DIA. ' I ~ i PRESSURE TREATED
PILES 8' o.c. HORIZONTAL SECTION
(SEE SPECIFlCATIONS)
W K - T 3 I N WITH U RAI I LN 4 AR WA K T AI N A D A I H RAI N 5 LI N FR I N T T RII .AI N IH L
C~ ~ NO SCALE c~ 1 C11 NO SCALE
NO SCALE
NOTE: 1. AIL PILES SHALL HAVE A BEARING AT A DEPTH ~ 5 15" LG. 4 RE-BARS N0~'
DETERMINED BY SOIL BORINGS, SEE SPEgFlCAT10NS. 4"x4"x55" LG. POST ~'r 2q 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH 24: O.C. EACH COURSE DETERMINED BY SOIL BORINGS, SEE SPEgFlCATIONS.
CONTACT OWNER'S REPRESENTATIVE IF 135' ~ DISCREPANgES EXIST. • ~ TY TYP. PRE-DRILL CONTACT OWNER'S REPRESENTATIVE IF DISg2EPANgES EXIST.
2. BOARDWALK WITHOUT HANDRAIL SHALL NOT EXCEED / ' 24' IN HEIGHT FROM DECK SURFACE TO EXISTNG (4)5/8" GALV. HEX BOLTS • 5 I. 2 BOARDWALK WITHOUT HANDRAIL SHALL NOT EXCEED
GRADE. W/ WASHERS j 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER (5 24" IN HEIGHT FROM DECK SURFACE TO EXISTING (5)6 X6 X16 LG. ~AD~
ASPHALT TRAIL TYP. SPEgFlCAliONS. ~ TIP 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER TIMBERS SPEgFlCATIONS.
4. ALL LUMBER '9iALL BE ATTACHED WITH 4 . , I` GALVANIZED SCREWS, NO NNLS SHOULD BE USED. i 5 ~ 4. ALL LUMBER SHALL BE ATTACHED WITH
(8)6`x6"x24'LG. 11MBERS / 2 X6 EDGE PLATE GALVANIZED SCREWS, NO NNLS sHOULO BE USED.
(2)2"x6"x6'LG BRACE 0 ~1 BOTH POSTS 0 EACH
k.ND OF BOARDWALK 'r~ ~ ~ ~ r / ~ o ~ ~ I I
6 ABC STONE I
E Q ~i l 2'-11 3 ~ f
s ; /0 ~ ! p~ 95~ COMPACTED f
(2)5/8" GALV. HEX z EX)LTS w/wnsHERS ~ SUBGRADE
n m ~
/ p 2X4k LEDGE( 2"X4"X10' LG. 24" 9 MAX LEDGER FASTEN
ASPHALT ~L (1)5/a" GALV. HEX 8" #57 WASHED TO WA TO WALL
BOLT W H R /wAS E s STONE BACKFILL
~ o 0
EXISTING GROUND Q' p 95~ COMPACTED 0 EXISTING GROUND
~ p SUB-GRADE ~ ~ I I I ~)~I
~ -6" ABC ~ ° 2"x4"x10'LG. LEDGER
STONE FASTEN TO WALL „ REVISION DATE DESCRIPTION BY APP
BURY BOTTOM m 28" ~ 8" ~r57 ,,_.------15" LG #4 RE-BARS 24" O.C. VARIES TIMBER 3 MIN. (8) #4 REBAR 15LG, 24
3 WASHED STONE EACH COURSE TYP. (PRE-DRILL) 24" MIN. n a BACKFlLL ° O.C. TO TIE BOTTOM TIMBER DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
~ _3000 PSI CONC. INTO GROUND
~ ~ FOOTING Q ~ DRAWN RNC RALEIGH NORTH CAROLINA
c
3 EXIST. GRADE 3" ° IXISf. GRADE CHECKED GLA
3 4"x4"136"LG.
POST (2 PER APPROVED JLM BOARDWALK
z LM?" END) L_ 4" PERFORATED . r7 N DRAIN - PIPE BOARDWALK TRANSITION IH WITHOUT RAILING
TO DAYLIGHT C11 SUBMITTED JLM I DETAILS
BURY ONE COMPLETE TIMBER NO SCALE
6 (9)#4 RE-BARS 15" LG 24" HAYES, SEAM, MATTERN & MATTERN,INC. SCALE comm.
C11 NO SCALE O.C. TO TIE BOTTOM TIMBER INTO
~ GROUND FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522 RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C11

S ifications Part 2 Products
~ 2.01 Manufacturer
HOW t0 S eeify A. Pin Foundations, Inc. 8607 58th Ave. NW, Gig p Pi r t ms Dl mon e s e Harbor,WA 98332 206 858-8809 a d °
( ) ° a ° a d ° ° ° 0 °
e 2.02 System Type This infoiIllation has been developed to assist landscap
architects, architects and engineers in providing standan I A. Speed PileButterfly Clip -Brackets/clips shall be hot ° 6"
format specifications for specific projects. It is to be used only dipped galvanized steel with hat-dip galvanized lag or c'fic thru bolts and electro alvanized lock washers. T ical Use far boardw;~lks Use for boardwalks e a
as a guideline, and should be altered as appropriate to fit . I e i g YP ' tes brackets/cli s to be A36 hot-rolled steel or stainless. without railings with railings. conditions or protect design. Italicized language indica p ,
information which will vary depending on the foundation product B. Diamond Pier -Precast heads to be minimum 3500 psi
Noose. Please contact a Pin Foundations r resent:dive to concrete six sack mix 3/8" a e ate with 6% air 6"x6" Pressure treated beam ~ - b"x6" Pressure treated you c eP ggr g , 011 Q J ~t
- Field adjust b~~i t to level post -Field adjust height review revisions for your applications. entrainment. Reinforcing to be 4# bar confining rings. J ~ °
boardwalk, U;~e in lieu of to level boardwalk. Cast in place sleeves to be schedule 40, UV resistant
PVC. See 2.04 for connection style. dbl. 2"x8"beam for this system. Part 1 General m 1
2.03 PinslCapaeity Fasten dbl. 2°x12° beam p 1.01 ScopelDescription to 6x6 ost, 9,>
i able A. All pins to be used in pairs. Capacity relative to Galy. mountu, bracket A. The general conditions, alternates and addenda, app/ . t
d technical s ecifications shall a ~l to all w ~ irk length, diameter, and driving angle in site specific soils. -use standard t~"K6" drawings an p Pl Y All Pins to be schedule 80 galvanized steel, mitered or a a ~
under this section. post bracket. blunt driving end. Pins to be capped with black UV
B. The CONTRACTOR shall furnished all materials labor' resistant eth 1 ro lene ca s, sealed with 50 year n° 6"
incidentals as shown ecified and Y p PY p equipment and , sp siliconized latex caulk.
required to install Pin Foundations. 2.04 Connection/PostBeams d _ ' 8
C. Work includes preparing site and soil, furnishing, pret'~g A. Diamond Pier connection to be galvanized steel post 3" CLR. ° ° °
foundation components, aligning, leveling, plumbing and base attached to pier with single 5l8" galvanized anchor 1-1/2" Dia. sch n0 Galy.
installing foundations components, setting anti driving bolt or b embedment. Alternate connections - rovide i es T
elation ms locket ms and ca in ms. Y p steel p p yl f0an p g p pp g p (4) #4 bar stub steel for connection to cylindrical site
1.02 Related Work formed concrete riser, or rovide 2 alvanized steel pis P O g
A. Superstructure Construction anchor bolts spaced to receive plate end of a galvanized Note:
B. Wood treating/Field Treating steel riser. For Walnut Crrrk. see site
C. Load Testing B. Pressure treated posts to have factory treated ends at laps for location. All NOTE:
soil contact. p 1.03 References/Standards anchor pins to bo 9' in length. ALL FOOTINGS TO BE
A. ASTM A 53 - Pi e, Steel, Black and Hot dipped, C. Continuous grade Beam stringers to be connected a p butts with S eed Pile S licin Brackets. PRE-DRILLED, THEN
Zinc-coated p p g CLEANED AND CHECKED
B. ASTM A 123 -Zinc hot- alvanized coatin son 2.05 Superstructure ( g ) g BEFORE POURING.
Shaped Steel Products A. See Section 1
I~3 are C. ASTM A 153 -Zinc coating (hot-dip) on ~~teel Harc - 6"x6" PRESSURE - 10 30" 4 ~ ) ~ TREATED POSTS RE-BARS
D. ASTM A276 -Stainless Steel Sha es Part 3 Egeeution ~ ~ 2 p IIO SCALE
E. ASTM, ACI and CRSI standards for precuts concrei~ I~roducts 3,01 Inspection/Testing EACH WAY
F. ASTM D-1143-81-Standard Method for Pile Testiok A. Contractor shall verify superstructure layout, spans
G. MSDS Pasininco# 119 (rev-1)12114/1987 -Zinc and resulting loads for consistency with the 3'
Material Safety Data. Sheets manufacturer's evaluated capacities or approved load test SQ.
1.04 Delive Stora a and Hantdlin results, and report any inconsistencies to the owner's ~ g g a ent nor to installation,
A. Contractor shall veri u on delivery that ,ell the proper g p p 3.02 Site re EXIST.
materials have been received. p p, ,
materials from dams e. gee A, Alteration of site soils or vegetation is to be kept to B. Contractor shall protect the g 1- SOIL 6 ~
or Product Stora a of Galvanized Com orients in an extreme minimum to avoid erosion and the need for Temp ary g p re-ve etaion See Sections for erosion Orient and/or rotate sees so that piers so that ° ° ° °d °
Manufacturer's Installation Instructions. g p vith existing ° ° ° d
n d maint,un control measures and revegetation. pins do not conflict with existing C. Contractor shall review MSDS docume is an B, Extreme care shall be taken to assure that no conditions. Field verify before ° ° icy"before 6 e° ° d ° a c
a copy on site at all times. deleterious material such as galvanized coating particles, installation. 4 ° ° d. d ° r 3..
1.05 Submittals siliconized tau or i merit lubricants be allowed to ~N p ° I a ° ~ ~ CLR.
A. Latest edition of Manufacturer s Installation Instructions. enter the surrounding site.
B. Samples of all foundation products to be used in the C. Speed Pile top bracket or Diamond Pier capped pin e ° ° °a
tin work in this sec o ends to be accessible at grade or above. Do not grade or ° ° 2'-6„
C. Stamped shop drawing of foundation system details excavate site to provide level grade for system Note: a o ° MIN.
and connections to superstructure. (For bidder designed installation. See Superstucture Installation, Section Use Diamond Fier foundation support.} System as an alt~~inate 4 ° 4
' 'cal aluation of foundation s stem n to driving 6"Dia, posts D. Manufacturers geotechm ev y 3.04 EquipmentlInstallaho a a a
Load ca acities for this o ect. into the ground. p Pr j A. Foundation system to be installed with
1.06 Quality Assurance/Testing hand carried/hand-held tools only. ° d °
A. Soil testing and outside inspection or vendor super ision will B. Pins to be full length as specified before driving. d
be paid for by the owner. No coupled or welded pins are to be used. ° d Q °
B. The Contractor shall provide all necessary equipment and C. Follow Manufacture's Installation Instructions for 6' d
personnel to perform and monitor pile load tt;sts. Bracket attachment or Piar Placement and Pin Driving. MIN.
Pins to be driven with 6(i# or 90# electric pneumatic 50 0 60 d
Installation jackhammer. Pins maybe "set" the first foot of length PENNY x
or driven the final 2" with a sledge hammer, if pin end You will need: Diamond Piers with the corresponding damage is minimized or removed before capping. 5' NAILS
number of Pins and Pin Caps, a shovel, automatic D. Pins may be cut off in a partially driven position if 2 SIDE a ~ " » ° 1 -6
driving hammer with driving head, a sledge hammer, a the meet substantial resistance in the soil. Refer to - MIN d a c d ° a °
level, wood braces and stakes, a reciprocating ~~r cut y ~ ~ 2 specific Manufacturer's Installation Instruction N O S CA E E a a
off saw with a steel cutting blade, and a hammer and rocedures for establishin ro er conditions before d
nails. ote: Most applications will not requn~e the use p g p p ~ cutting pins. a ° a d'
of a cut off saw) a ` ° °
Step 1: At the first predetermined sighting point, dig a a ° d d
hole with a conical base which is approximately the Notes ° Qa ° d ° ° 5000 PSI
sha of the base of the concrete pier and slightly POLYCAP l~ ° QUICK SET
larger than the pier itself to allow for adjustment. See ° ° ° ° NCRETE d ° CO
Architect's or Engineer's specifications for the depth of Note 1: Do not drive a Pin all the way down at once if this ° ad °
the hole. Typically the pier should sit high enough so causes the Pier to be pulled to one side. Continue to rotate that attached wood is 6" above grade. However, this around the Pier, driving the Pins in increments, until the ° ° a ° ° ~ d
distance is not critical with pressure treated tiirtbers, growing strength m the pile group is sufficient to allow final d d
and accessibility to the upper ends of the driving driving. If loss of plumb is not a problem, the Pins may be ° ° ~b ° d 0 ° ~ ~
sleeves will govern depth. On sloping terrain, dig the driven all the way one at a time. Also, do not continue to - 14 GAUGE, A36,
1' a ainst 14 GAUGE, A hole dipper on the uphill side so that the concrete pier hammer away at a Pin which is bouncing or raft ing g GALV. STEEL GALV. STEEL
sits level. an impassable object if it causes the Pier to ride up the pile DRIVEN PINCI alon the sleeve. Ensure that the ier will remain in place DRIVEN PINCH BAR DRIVEN PINCH BAR
g p
Step 2: Position the concrete pier in the hole, ind when encountering difficulties in the soil, and when following plumb and brace as necessary. At this time the hole the steps in Note 2.
may be backfilled as a substitute for bracing, provided PVC S 4 ' PVC SLEEVE
that no further adjustments for plumb or centering Note 2: If a Pin meets substantial resistance in the soil before IN COP IN CONC. ~ ~ 2
be required during or after the driving of the Pins. See it has been driven its full length, it may be left in this partially BASE NO SCALE BASE
Note 1, driven position and cut off at the top of the pier sleeve and capped, provided: /}the pin will not drive more than an inch
Step 3: Slide each of the Pins through the driving during a fu1160 seconds of uninterrupted automatic PVC SLEEVE a sleeves in the concrete pier and supporting the pin in hammering with a 901b. hammer, 2) attempts to drive the pin IN CONC.
the center of the sleeve, set them 10 to 16 inches into with a single sudden I O lb. sledge hammer blows have been BAS
~ made, and 3 if after a 24 hr. erio attem is to redrive the Pin the soil with the sledge hammer. Then drive each Pin ) p ~ P
z alternate/ in increments with the automatic hammer, using both methods 1) and 2) have been made. The pin STOP TABS Y BEYOND PIN
m periodically checking for plumb and centering. The must be driven at least 6" below local frost line if it is to be cut
off. If this is not the case, the obstiuetion may be close enough upper end of the Pin Pile should be left just far enough
above the top of the pier sleeve so that the action of to the surface that it may be dug up and removed, and the
h drivin head of the automatic hammer does not pier reset and Pin redriven. The pier may also be turned, or m to g ~ damage the sleeve or pier. Do not attempt to drive the relocated within the parameters of your superstructure design
o pins all the way down just with the sledge hammer, or in order to avoid underground obstacles.
er to force the in DRIVEN PIN o~ allow the weight of the auto Kamm p
Note 3: The u r Pin end ma be treated before ca in against the lower half of the sleeve. The piers are PPe Y pP g
~ concrete and may crack if subjected to continued With a cold galvanizing compound, if specified by your REVISION DATE DESCRIPTION BY i APP
impact blows in this orientation. Architect or Engineer,
Step 4: Finish driving each Pin flush or below the top of Temporary Product Storage CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
m 3 the sleeve with the sledge, being careful not tc damage the
~ recuts pier or upper ends of the sleeves. The Pin Cap should To avoid the bulky white deposit known as "wet-storage stain", p th ~ all alvanized roduets shipped in bundles, stacks, or cardboard DRAWN JSM RALEIGH, NORTH CAROLINA
fit snugly inside the bell end of the sleeve, loosely over e p g P
and should be pushed down until it stops. Cau k around the seam cartons, should be protected from moisture until they are CHECKED GLA
between the cap and sleeve with a 50 year 5iliconized caulk if separated and put to use in exposed environments. If products
3 required. If you are using pinch bars, these should be hammered are shipped wet, they must be separated and thoroughly dried 3
HrrRww LLM SUBMITTED
3 fully into the space between the sleeve and pin„ typically within before restacking or rebundling• If indoor storage of the products is not possible, they must be kept off the ground, covered with an C 12 the top half of the sleeve cavity. N O SCALE
Q opaque plastic or canvas tarpaulin covering, and the bundles or DETAILS
z Repeat steps 1 through 4 for the stacks slanted slightly to allow condensation to drain. (1 _
Remaining Concrete Piers 1. American Society for Metals, Metals Handbook 22 HAYES' SEAM' MATTERN & MATTERN,INC. SCALE comm. FINAL DESIGN NOT RELEASED FOR CONSTRUCTION n
Ninth Edition, Vol. I, (USA, 1978), p. 169. ARCHITECTS -ENGINEERS -PLANNERS NO SCALE NO. 75
F- I ALT: FOOTING DATE 9/2/98 SHEET RALEIGH, NORTH CAROLINA Cl

m

NOTE: NOTE: )TE:
1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. 1. ALL LUMBER S .L LUMBER SHALL BE PRESSUF~ 4"x4"x5'-4" 'FATED AS PER SPECIFICATIONS POST
" ~ PICKETTS ~ 5" o.C. 2. ALL LUMBER SHALL BE ATTACHED 2"xfi"xs'LG. CAP TREATED AS PI ,---2 x CONTINUOUS 2. ALL LUMBER S .L LUMBER SHALL BE ATTACHE!'
WITH GALVANIZED SCREWS, NO 45' cUT - WITH GALVANIZ TH GALVANIZED SCREWS, NO
NAILS SHOULD BE USED. 2"X6"XS'LG. HANDRAIL. NAILS SHOULD +ILS SHOULD BE USED.
ROUND TOP EDGES. ELEVArioN
2"xr"~8'LG. RAIL CONTINUOUS 4"x4"x4'-5" POSTS 4° O.C.
ATT~rIIED W/ 3" GALV. (TOTAL OF 3 PER SIDE} 1
SCRI wS 2 PER POST ~
4"x4"x11"LG. ~
BLOCKING (2)5/8" GALV. HEX , 00~ BOTH SIDES BOLTS W/WASHERS , b~
9'-6" 44" lQe Qry
(1) 3/8" GALV. CARRIAGE BOLTS W/ WASHERS, ONE PER POST.
23 1/2 3" 3/4" ~ BOLT
32"
O n n ~ 2 2x10 x8 LG. ~ 1 2
2"X4"X8'LG. SPACER. i ( ) n / 7 CLEAR SPAN BEAM 4 1/2
0 0 NOTES
_2 - ~ 2 2 2' 2' 2"x6"x10'LG. DECKING ATTACHED 9. ANCHOR BOLTS AND STRAPS SHAU_ BE
" (1)5/ GALV, CROSS W/ 3 GALV. SCREW, 4 PER BOLT (1)5/8" GALV. HEX 12°' GALVANIZED AND HOT ASPHALT DIPPED. BOLT W/WASHERS END POSTS TO
(2)2"x10"x8' LG. JOIST DBL. JOIST BOLT BRACING ®CENTER 1 MIN. HAVE ONLY ONE 2. GALVANIZED STEEL OR IRON CAN BE
3" AIR TOGETHER ®24"O.C. OF SPAN „ 8 1/2 BLOCK FOR BRACE USED.
SPACE 1 /2" » 3" 3. HOLES TO BE DRILLED IN STRAP.
1 ~ TYP.
i 4. PROVIDE WASHERS UNDER STRAP SUCH 2" 0 THAT STRAP IS PULLED DOWN TIGHT.
(2)5/8" GALV. HEX BOLTS WITH WASHERS EXIST. 12" STEEL
11" SEWER LINE
3" PI AN
4"x4"x11" LG. BLOCKING
7' SPAN BOTH SIDES W/ (1) THRU vARIES I?"t
5/8" GALV. HEX EXIST. GROUND
BOLT W/ WASHERS. PIPE STRAP F01~ PIER AST: f~O.S-I
NO SCALE
1 2 3 ~ -
C14 C14 NO SCALE C14
NO SCAL ~0 SCALE f~0 SCALE
_ NOTE: NOTE:
NOTE:
" 1. ALL LUMBER SHALL BE PRESSURE 15 LG. #4 1. ALL LUMP I ';SURE 4"x4"x55"LG. 1. ALL LUMBER SHALL BE PR POST 135' \
RE-BAR TREATED AS PER SPECIFICATIONS. TREATED TREATED AS PER SPECIFICATIONS. O ~~,'HED •
TRAIL ELEVATION 24"O.C. EACH 2. ALL LUMBER SHALL BE ATTACHED 2. ALL LUMP ~~,I CouRSE TYP. WITH GALVANIZED SCREWS, NO WITH GAL 2. ALL LUMBER SHALL BE ATi WITH GALVANIZED SCREWS, NO 4 5 8" GALV. HEX ~
' ~ (PRE-DRILL) NAILS SHOULD BE USED, 4' 8' 4' NAILS SH NAILS SHOULD BE USED. BOLTS W/ WASHERS 1
(8)6"x6" TIMBERS.
BOTTOM OF I 6"x6"x12'LG. TIMBER
95% COMPACTED 8 BRIDGE FILL EDGING.
45' d
(2}4'LG. DEADMAN (2)2"x6"x6'LG BRACE ~
4'O.C. CENTERED ALONG FACE OF 5 3 4"DIA, x12" LG. GALV. - I BOTH POSTS ~ EACH. O ~ I _ END OF BRIDGE
/ WALL ANCHOR BOLTS W/ 3" I i ~ n i li 3 -6 -
HOOK 2' O.C. BOTH SIDES 3~ WIDE, 3000 PSI ~ ~ i
CONC. SPREAD (2)12" SPIKES OF FOOTINGS 10 TOTAL 6"X6" WALL/ i ( } FOOTING UNDER WALL ~ i I,
36" ABUTMENT 2 5 B" GALV. HEX i ~ ~ ~ ~
MIN, z J BOLTS W/WASHERS BRIDGE
8" WELL-COMPACTED 2" 1-2 BIT. 0
FILL TO EXIST, GRADE 10' WII~I ASPHALT TRAIL w ' OVER TIMBER FOOTING o SURFACE
+ ~ " . EXIST. ELEV. N 6x6 x8 LG. TIMBER LIMBER ~ COURSE TYP. 2"x6"x10'LG. DECKING 0 I~'
2' TIMBER TEE w FOOTING (TOTAL OF 21} ~LOF21} I ~-(4)5"x5"x3-1/2" WIDE x
57 WASHED BRIDGE CROSSING N 7' CLEAR SPAN p 3/8" THK. GALV. ANGLE
STONE BACKFILL 0 EA. SIDE, BOTH WALLS (8 TOTAL)
4" PERFORATED I ( 8" w 95~ COMPACTED 1' 2 2"x8" BLOCKING BETWEEN
DRAIN PIPE TO ~ ~ ~ SUB-GRADE ( )
DAYLIGHT `~I - "~~(21)6"x6"x8' LG. PRESSURE ~ g 2" I - EACH BEAM ATTACHED W/GALV. p DBL. JOIST. HANGER ~ BOTH ENDS
3" CLR 6 3/4 TREATED TIMBER FOOTING j ~ WING WAL S L 6" ABC
STONE 2"x10"x10'LG. PLATE. ~ p
~ 4" 8" 28» p #57 WASHED
~~i STONE BACKFILL 6"x6" TIMBER 0 WALL.
' #57 WASHED 0
" 2" STONE 95% COMPACTED 6 CLR SUB-GRADE a 3000 PSI CONC.
3' V V FOOTING (4)1/2" GALV. LAG
3000 PSI CONC. FILTER FABRIC ~ BOLTS W/WASHERS NOTE: 8" EA. SIDE, BOTH WALLS
~4 REBAR EA. FOOTING 3" ~ n 2 PER SIDE 1. ALL LUMBER SHALL BE PRESSURE
WAY CONT. 10 4x4 x36 LG. POST ( ) TREATED AS PER SPECIFICATIONS.
(2 PER SIDE) 2. ALL LUMBER SHALL BE ATTACHED
18" 18" WITH GALVANIZED SCREWS, NO t2" NAILS SHOULD BE USED.
MIN.
4 5 6
C14 C14 C14
NO SCALE f~0 SCALE I~0 SCALE
14' 3Ei"
PIPE STRAPPING - 12" EXIST. SANITARY SEWER PIPE
CONSTRUCT (SEE DETAIL)
Q SUPPORT AT ~ 3 t" CWaIFER 1` CHAMFER
a 10% Mme' OF TRAIL t4 r-_ TRAIL PROPOS
~ ~ ~ ED GRADE J
a / / ~ " / / nEs W ~4 T1ES
z V~, 24 MIN. V~~ ~ ~A 012` O.C. IPE STRAPPING. i, 012` O.C. BARS 24' IF SPUCE IS REQUIRED VARIES
m (SEE DETAIL} m 3" CLEARANCE 3" CLEARANCE 3` CLEARANCE
a~ ,f FILL-f 48' MIN. ,f FILL-f
PROP' EXIST. PIPE DIA. PROP. ~!g gp~
36 CMP 36 CMP oto o.C.
m i~~~j~ ' . ~V~~~ GROUND ELEV.
Co ~~~~~i a ~ VARIEa a / 24"
~ ~ ~ ~ ~ a a a ~ ~ EXISTING GRADE 3s" 36" 3E3'- ro a 38` MIN. 22" 16" 22'
m 98% COMPACTED o 7 BACKFILL r REVISION DATE DESCRIPTION BY APP . .
24" MIN. CONC. PIER SUPPORT t2 • • • • • • • ° a a (SEE DETAIL) I • • • • • • • •
L 3 Q ' CAPITAL AREA GREENWAY SYSTEM lo` DESIGNED GLA
3" CLEARANCE rV„ 3" CLEARM Q ~ s. 4 3" CLEARANCE t2n 12" 3`
a s BARS DRAWN RNC RALEIGH, NORTH CAROLINA
NT ~ a as 12 aq a 1. ALL CONCRETE TO BE 3600 PSI. 012 o.c. BE 3600 PSI. #57 WASHED STONE gO"
CHECKED GLA
3 ~ 6O*lJ K rCl I ~I 11A VII II II/ tJ[I/~LIT D[IAI[/~D/~[(1 ~ruicnonrn i
3 fib/ WASHED tNUNE 12" CONCREfEvm nuvni nruivrvnvcu uivrvn~c~
PIERS TO BE 200-0".
Q z 8 -
3. NO REINFORCING STEEL TO BE 91 PLACED TEEL TO BE TTED JLM
WITH CLEARANCE OF LESS THAN C14 F LESS THAN NO SCALE SCALE COM
_ _ 3" TO FHA VED JLM SEWER CROSSING S, SEAY, MATTERN & MATTERN,INC. M.
THE SURFACE OF THE PIER. w 'HE PIER. HITECTS - ENGINEERS - PLANNERS AS NOTED NO. 7522
C14 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C1
NO SCALE

1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS.
NOTE: 2. ALL LUMBER SHALL BE ATTACHED
1. ALL BRIDGE HANDRAIL SECTIONS ARE WITH GALVANIZED SCREWS, NO
24'-1" BASED ON A 12 FT. DESIGN MODULE. NAILS SHOULD BE USED.
22' CLEAR SPAN

' 4' - 4' 4' r-- 4' - 4' 4' ~ " 2"x 4" P ~ 3/8 GALV. ~ 6" 0.( 2"x 4" PICKETS • ~ 6" O.C.
" CARRIAGE 2 -6 6'-6" 6 -6 2'-6 BOLTS
" - I
6 4"x4" POST 2"x8" TOP RAIL 4' O.C.
_ 0 0
SOLID 6x12 TIMBER OR 5 xt2-3 8 GLU-LAM 3" GALV. SCREWS p II u
it IT
! u u r
SOLID 6x12 TIMBER OR 5x12-3 8 GLU-LAM
! u ~I 2' ~ ~ ~ I I
II u
1 f SOLID 6x12 TIMBER OR 5x12-3 8 GLU-LAM ~ 4 1
N s s s I s s r t~ COI CD s s a a s N
~ s `a s r~ r a x ~ e s ak s c c ~ 12 ' ~ ; N N N \ N N I I n1 N sN I I N N N; '
N
- ~ SOLID 6x12 TIM - ~ BER OR 5x12 3 8 GLU-LAM 2"x6" BOT. RAIL
li ~ u " 2 ~ ~ ~ 3 AIR SPACE SPACE
' ~ 1 ~ ~ GALV. ANGLE
' ANCHORS TYP. ~ SOLID 6x12 TIMBER OR 5"xt2-3 8 GLU-LAM
II ~ (SEE BEARING u > i ~ ~ DETAIL) 2"x6"x10'-7"LG: -
2 ~ i I 0 I I I ~ ' 0 BRACES
' o ' SOLID 6x12 TIMBER OR 5x12-3 8 GLU-LAM a 2"x6" CROSS
' ~I o 0 0 z BRIDGING (SEF
' 22' CLEAR SPAN w FRAMING PLAN)
BRID > GE FRAMING PLAN 1 1 ,
4 4 4' 4, _ 4,
L____. J
12 -12' - 12' •
NOTE:
1 a ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS.
2a ALL LUMBER SHALL BE ATTACHED
1 _ WITH GALVANIZED SCREWS, NO
NAILS SHOULD BE USED. 2
C15 NO SCALE C15 NO SCALE
4"x4"x5'-5" LG.
POSTS 4' O.C.
4"x4"x53" LG. PRESSURE TREATED END POSTS 3SURE 4' - S
2"x6" RAIL CONT. 5"x5"x7" WD. GALV. ti/8" THK. ANGLE (TOTAL OF 4 PER SIDE) 2"x6"x10' LG.
ATTACH W/3" GALV. SCREWS 2 PER 1° RADIUS DECKING
POST PER RAIL 45' C
~ BEVEL EDGE - 18" WD. ALUM. )GE - FLASHING CONT.
4"x4"x5'-5" POSTS 4' „
O.C. 12" a/a GALV. CARRIAGE BOLT 5"x12-3/8"x22' LG. GLU-LAM OR 6"x12"X22' LG. SOLID
~ 2"X6" HAND RAIL I W/ WASHERS (3) 5/8" GALV. HEX CONT. ROUND TOP 5"x12-s/a"x22'LG. FOR HAND RAIL. BOLTS W/ WASHERS BEAMS, 24" O.C.
EDGES GLUE HLAM or i` (ENDS POST). 1 /2" /2"
6 x12 x22'LG. SOLID 2"x 4" PICKETTS
44" BEAMS ®24"O.C. ®6" O.C. (TYP.) 1 2"X4" SPACER „ 1' 1'-6"
2"x6"x10"LG. DECKING 23-~/2 ' ATTACH W 3" GALV. WOOD GALV. CROSS _ T-
/ BRACING 6' O.C. 2"x6" RAILS CONT. TYP. 3 4" GALV. HEX ~ ' 32" SCREWS 2 PER BEAM PER BETWEEN B " / ' . I ' + 1_
PLANK EAMS ATTACH W/3 BOLTS W/ WASHERS ~ ` ' ' (2 LOCATIONS) GALV. SCREWS ' ' 2"X6" CROSS
24" 24" 24" 24" 24" " i ~ ~ ~ BRIDGING iii
2"xt2"x12' lG. " iii iii
2 s s" GALV. HEX \ 3 3" AIR 8-x/2 / PLATE HELD BY SPACE BOLTS W/ WASHERS ANCHOR BOLTS 3~ iii iii
MIN. ~ iii
VARIES " (2)s/e GALV. HEX
BOLT W/ WASHERS ~ ' „ _ BOTH SIDES ALL POSTS. y' 2 3 8" GALV. HEX
5~/z - 2~,~~-. • 8 • ~ / 2 ~ BOLTS W WASHERS
EXIST. GRADE / 2 2"x6"x10'-7" LG.
2"x6" CROSS ~ . 15' CUT 2 2"x6" BLOCKING v 2 2"x12" BLK'G BETWEEN ) O BRACES
BRIDGING(SEE (2)2"x6"xt0'-7"LG. ( ) FRAMING PLAN BRACES FOR ALL 4'O.C.(TYP.) - . ` J ' EACH BEAM ATTACH W/ GALV. DBL. JOINTS HANGER
POSTS EXCEPT END #57 WASHED a ; , a. AT BOTH ENDS
POSTS. STONE BACKFILL ~ ,
4 tl btl
I
I 3/4"x12" LG. ANCHOR
BOLTS W/ 3" HOOK
(TOTAL OF 2 PER SIDE).
NOTE: NOTE:
1. ALL LUMBER SHALL BE PRESSURE 1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. z TREATED AS PER SPECIFICATIONS.
2, ALL LUMBER SHALL BE ATTACHED 2. ALL LUMBER SHALL BE ATTACHED WITH GALVANIZED SCREWS, NO
a a WITH GALVANIZED SCREWS, NO NAILS SHOULD BE USED.
NAILS SHOULD BE USED. Q 3 - 4 -
W C15 C15
z NO SCALE NO SCALE
m in
m REVISION DATE DESCRIPTION BY APP
DESIGNED CAPITAL AREA GREENWAY SYSTEM
3 DRAWN RALEIGH, NORTH CAROLINA
U
CHECKED
nninnr-
3 APPROVED orltlutvt
Z
SUBMITTED DETAILS
HAYES, SEAM, MATTERN & MATTERN,INC. SCALE COMM.
U; l AS NOTED NO. 7522
r+ LL FINAL DESIGN NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS - RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C1

6 ± 4 8 -7' 1'-6" 6'f 10' , 8' 2 -6"
NOTE: PLACE 1/2" 225.4
EXPANSION JOINTS EVERY NOTE: PLACE 1/2" 225.4
15' ON CONC. TRAIL. EXPANSION JOINTS EVERY ~ 15~ ON CONC. TRAIL. 0 ~ ~
1' 3' EXISTING
4" CAP M~' 2SELECT SLOPE EXISTING 4° CAP ~-SELECT SLOPE
CONC. TRAIL 22350 ELEV BACKFILL CONC. TRAIL 223.50 ELEV. BACKFILL
A " C
STANDARD UNITS LTER FABRIC
ILTER FABRIC
Y ~ 57 STONE w 4"x4" P05TS~ ! i~ Y #57 STONE
~ VARIES BACKFILL 3'-9 MAX. w ~ VARIES ' ' ' BACKFILL
0 ~ 3'-9" MAX. ~ PIPE RNLING INSTALLED 3'-6" G ID
w 1 /2" EX. JT. 1 /2" EX. JOINT z ~ IN SLEEVE (SEE DETAIL) MIN. 1/2" EX. JOINT
~ _ 219.8 21 b s w 6x6 1.4x1.4 WWF W Z ~ 219.8
z BRIDGI 4 "J" RE-BARS r II L /~BOT/.~ COURSE ~ 6x6 -1.4x1.4 WWF --218 5
w # " " " W/ CONC. 3 ~ ELEy, SLOPE 2% 12 O.C. 12 x6 ~ 3" ~ Z ~4 "J" RE-BARS FlLL BOT. COURSE 3
v ELEV. VARIES SLOPE 2~ 12" O.C. 12" x6" I, ' 3" r W/ CONC. ~ OGRID
- #4 Rf_-BARS • (2)#4 KEBABS (2)~4 REBARS #4 RE-BARS - 4 RE-BARS
6 O.C. CONT. (2)#4 KEBABS 30" LG. 24" O.C. 1, 6" O.C. CONT. 3000 PSI CONC. 15" O.C. CONT, 15" LG. 24" O.C. (Z)i~4 REBARS 30" LG. 24" O.C. 6 O.C. CONT. 3000 PSI CONC.
FOOIING 1YP. 217.27 6" FILL TOP BIK. " FOOTING TYP.
VARIES 4" CSI' 4) #4 RE-BARS ~4 REBARS UNITS W/CONC. 6 ~3'
5'-8" MAX. 3 10" O.C. CONT. VARIES 15°LG. EACH I I 4) #4 RE-BARS UNIT 10" O.C. CONT. 5'-8" MAX.
~4 KEBABS ~4 "J" RE-BARS FILL THIS BLK- 15" LG. 18" O.C. 12" xti" " I 8 #4 "J" RE-BARS
COURSE: W/ CONS'. EACH UNIT (2) 4" PVC 1._9. 18" O.C. 12" x6"
PERFORATED ~ 57 STONE # LTER FABRIC COMPAt;T UNITS PIPE DRAINS BACKFlLL ~1 CLASS 1 '~i LTER FABRIC
RIP-RAP
POUR CONC. FTG. SEE ABUTMENT DETAILS CONT.
INTO BLK. UNITS 1 -6. FOR MORE INFORMATION 212.94 1' I ~t.94 ~ = . '1. -_-1 ~ j #57 STONE
<r--5~;~; ~ ; j ~ BACKFILL'`,
`tJ~: ~ ~ ~ ' 4' •---I - ~ oY-~°~ ~ J_
~ _ ~ GEOGRID ,r ~ ~ ' ,~I #4 KEBABS 30" LG. NOTE: ~ ~ n ~ #4 REBARS
" FABRI 24" O.C. (2 ROWS) USE KEYSTONE-GRAVITY
6 C WALL SYSTEM W STANDARD / 6" 210.94 24" O.C. FILTER FABRIC
CLASS 1 3000 PSI AND COMPACT UNITS OR 1' RIP-RAP f;ONC. APPROVED EQUAL. 6" 4)~4 REBARS
CONT. FOOTING Ill'. (4)~4 KEBABS 10" O.C. CONT. t~ NOTE: 1' MIN. ~ 3.
10" O.C. CONT. 7 USE KEYSTONE-GRAVITY
6" } WALL SYSTEM W STANDARD / CRUSHED STONE UNITS OR APPROVED EQUAI.
CRUSHED STONE- 2'_10• 8"0 PRESSURE BACKFIU_ TREATED WOOD PILES BACKFLL 3'
30" O.C. DRIVE TO
REFUSAL
(SEE SPEC.}
RETAINING WALL SECTION THRU ABUTM ~ ENT
R ETAI 2 RETAINING WALL SECTION UPPER LEVEL 2
c~ 6 NO SCALE C16 NO SC 16 NO SCALE
2" SCH. 40 1-1/2" SCH. 40 GAIV. PIPE GALV. PIPE
--6't- 10' 8' 2'-6" (TOP RAIL & (VERTICAL PICKETTS) NOTE:
BOTTOM RAIL) WELD MEMBERS 6._9. TOGETHER. PAINT WELDS
226.0 6" W/ GALV. PRIMER
6'-3" 2, ~
NOTE: PLACE 1/2" 5" 5" 5" 5" 5" 5" 6" (2)2" SCH. 40 GALV. PIPE WOOD HAND RAIL
EXPANSION JOINTS EVERY (SUPPORT POSTS) RDUND TOP EDGES
15' ON CONC. TRAIL. (1)3/8'x5' LG.
GALV, CARRIAGE
" CAP EXISTING BOLT EACH PDST
SELECT SLOPE 223.50 ELEV. BACKFlLL~ 2x4 CANT, 3 -7"
N 3'-6" i?x6 CDNT, 2'-8"
c" ~
2' 0
6" CDNC, TRAIL l 6"
Y W -
U i ~T GROUT ~ _ _ _ T L MIN. 6 lG,
w FLTER FABRIC 0 ~ _ _ ~ NOTE: IN PLACE PVC SLEEVE
w z PAINT RAIIlNGS BRIGHT MIN. 6" LG. GREEN (SEE SPECS.)
J ~ CONC. TRAIL w PVC SLEEVES
~ ~ 57 ONE w VARIES # ~ 3
~ 6" BACKFlLL ~ 7'-4" MAX. ~
RAILING ELEVATION RAILING SECTION
PIPE RAILING INSTALLED z IN SLEEJE SEE DETAIL
Q ( )
~ 3'-6" #4 RE-BARS a 1/2 " EX. JOINT ~ MIN. 15" LG. EACH
J (2)~4 KEBABS BLK. UNtT 216.2 ' i 214.5 2x6 HAND RAIL
Q 15" O.C. CONT. z 6"x6"-1.4x1.4 WWF 4 "J" RE-BARS FILL BOT. COURSE 2x4 SPACER
~ W/ CONC. 12" O.C. 12" x6" METAL
c~ ELE4'. VARIES SLOPE 2% 01 216.0 MIN. SUPPORT POST
" 4 RE BARS VARIES 2 -5 MAX. EACH 2x4 & 2x6
15" LG. 24" O.C. (2}~4 KEBABS 3"'.... 6" O.C. CONT. 3000 PSI CONC. TO RUN 13'-2"LG.
Q 212.6 ~ ~ ~ FlLL TOP BLK. FOOTING TYP. - UNITS W/CONC. 6" 4" ALTERNATE LAP JOINTS -BOLT TO
~ ~ 3' EACH SUPPORT POST (TYP.)
~ r - ~ (4) ~4 RE-BARS 10 o.c. coNT.
1'-8" 4 KEBABS ~ # `D ~ ` ~ 30" #57 STONE ~4""J" RE-BARS ~ FILTER ~ , 210.94 " LG' BACKFILL 18 O.C. 12" x6" ~4 RE-BARS LAP JOINT
FABRIC ~ ~ Y'„ ' 24 O.C. ~ 30" LG. 24 O.C. REVISION DATE DESCRIPTION BY APP
I- 4 4 KEBABS FILTER FABRIC CAPITAL AREA GREEN
" 10" O.C. CONT. DESIGNED WAY SYSTEM c~A
3 6 CLASS 1 RIP ~ 1' MIIN. -Rqp CONT. ~ 3000 PSI CONC.
1~ o o ~ FOOTING TYP. DRAWN JSM RALEIGH, NORTH CAROLINA
CRUSHED STONE
_ BACK=ILL 3' NOTE: USE KEYSTONE-GRAVITY WALL SYSTEM W/ STANDARD pl,~ CHECKED GLA
I UNITS OR APPROVED EpAUL. A
L RAILING DETAIL PPROVED JLM RETAI N
C16 NO SC 3 RETAINING WALL SECTION (LOWER LEVEL) 16 DETAILS NO SCALE SUBMITTED JLM
HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
C~6 NO SCALE FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C1 C

3"
i
9"
5' S'-6" VARIES Y4"
~ 1 3/4" 9 1/4' I m 2'_2 _ i i 2" 2'-3 1 2" - 2'-4' 3 4' 2 / 1' 6 3 4" / / / 2'-4"
•r , s"
2x12 2 2x12 2x12 3" CLR. 3" NOTE: t. ALL LUMBER SHALL BE PRESSURE
4 3/4' TREATED AS PER SPECIFICATIONS.
2. ALL LUMBER SHALL BE ATTACHED
~ ~ ~ WITH GALVANIZED SCREWS, NO NAILS SHOULD BE USED.
2'-B" 2x12 ~ 3. THIS IS A SCHEMATIC REPRESENTATION,
N N O \ N N PLAN VIEW ACTUAL FIELD CONSTRUCTION MAY VARY SLIGHTLY.
5' N N 4'-1/. N N N ~ ~\N N
~ ~ \ \ 2X12 \
1'-11" \
2 2x12 Y
2x12 1 J 6'x6" PRESSURE 9 1/4" Q TREATED POSTS (6)18" #4 RE-BARS
4'-i/2" > EACH WAY 2'x6" DECKING W
PLACED 0 A 45 DEGREE Q 2"x4` PICKETFS
2' DIAGONAL TYP. - SQ. 0 5" O.C. TYP.
2'-3 1/2" ~x4 RAILING POSTS (n 225.
N N SIDEWALK
5'-6" x N N N N •
N N N N EXIST. • • •
x 6' d a
d
rn , a, • • G"x6" TIMBER
O i t~TiNGS • 2"x12" STRINGERS
Y • 2x8 ~ ~I'/~ ®j 222.6 • 1
.S • ® ® J • <0~
2x8 3'
' MIN. ~ \ 3'-6" ~ \ ~ ro 2"x6" CROSS BRACING (3 •
3'-11" cxv x N N MIN. 3° SIDES) 2"x12"-
STRINGERS
2x8 Q 50 OR 60 ® 219.6
PENNY NAILS 2x8 EACH SIDE •
fi"x6" TIMBER
ABUTMENT EXIST. GRADE F(x)TINGS ~-~57 WASHED - - - STONE BACKFlLL
<a , 3000 PSI 6"x6" TIMBER POSTS
CONCRETE NOTE:
1'-s" 1, ALL LUMBER SHALL BE PRESSURE MIN
TREATED AS PER SPECIFICATIONS.
2, ALL LUMBER SHALL BE ATTACHED WITH GALVANIZED SCREWS, NO
NAILS SHOULD BE USED,
3. THIS IS A SCHEMATIC REPRESENTATION,
ACTUAL FIELD CONSTRUCTION MAY VARY SLIGHTLY.
STAIR FRAMING PLAN
1 CO NC. POST FOOTING STAIRS _ 2 ~EVATI ON STAIR E 3
I c17 NO SCALE c17 N~) SCALE c» Na scA>-E
NO1 NOTE:
-5' 1, ALL 1, ALL LUMBER SHALL BE PRESSURE
THE 2. ALl TREATED AS PER SPECIFICATIONS. 2. ALL LUMBER SHALL BE ATTACHED
wIT WITH GALVANIZED SCREWS, NO
4"x4"x4'-71/2" LG. ( ~ ~ NAI'~~ RAILING POSTS 2'x6° PRESSURE r~;~~~ 2'x12"dt2'x10' NAILS SHOULD BE USED.
TREAIED DECKING ( BEAM (3 SIDES)
i 0 A 45' ANGLE I 's
~~i ` (2)s/e" GALV. HEX
BOLT WITH WASHERS
GROUND LEVEL
2 6"x6" TIMBER FOOTING 5'-0'
2x4 tt-t/2" 11`
2x6 Zx8
1 6 x6'x6' LG. AIR SPACE 2"x6" RAIL CONT.
UMBER BASE 2"x6"x4"-6" LG~. ATTACH W/3" GALV. JOISTS 20" O.C. SCREWS 2 p~ i' t" Raows 2x4 TOE 1 2" 6• PLATE / NOTE;
POST PER RAIL ~ 1" DRNG'E FASTEN W/
4'x4' POSTS ~ /8" OPENING 3" GALV.
12' CAl SCREWS 12" CARRIAGE BOLT
yy/ ~ 2'x6' HAND RAIL FOI W/ WASHERS Z 2x 12 FOR HAND RAIL 2
_ ROUND TOP EDGES 2"x 4" PICKETTS
UPPER PLATFORM S I_CTI O N 2"x12' STRINGER TYP. 2~ 4 NOTE: 44' o 0 5" O.C. (TYP.)
2"x4' SPACER 23-1/2" C17 SCALE 1. ALL LUMBER SHALL BE PRESSURE 2'xs'k2'x8'xs'lG. TREADS 3-1/2"
TREATED AS PER SPECIFICATIONS. scRE~WS~ 2w~ s ~~R 2~ 32" PER PLANK A. 2"x6" RAILS CONT.
2. ALL LUMBER SHALL BE ATTACHED " " ~ WITH GALVANIZED SCREWS, NO 20 20' 20 I ATTACH W/3" GALV. SCREWS.
NAILS SHOULD BE USED.
(2)5/8` GALV. HEX
SPACE ~ BOLTS W/ WASHERS
z
a
a- 2'x12' PLATFORM BEAM ATTACH a STRINGERS TO BEAM dt LEDGER

J 5' 2'x4' LEDGER Q w 6'x6' SUPPORT ATTACH TO 2'x12'
~ POSTS. BEAM IR TREAD ~C RISER STA
o~ o~
~ 2"x6` PRESSURE 2"x6'x2'-101/2" LG. C17 NO SCALE
u~ 0 A 45' ANGLE BEAM ALL 4 SIDES
0 ~ 6'x6"X5'-6" LG.
STAIR BASE
cD -
L GROUND LEVEL
REVISION DATE DESCRIPTION BY APP
i- X57 WASHED 2t/z° AIR SPACE DESIGNED cLA CAPII~AL AREA GREENWAY SYSTEM
(2)6'x6"x4' LG. STONE BACKFlLL m TIMBER FOOTING
r 2'x6'x2'-6" LG. - DRAWN RNC RALEIGH, NORTH CAROLINA
JOISTS 20' O.C. j
CHECKED GLA
[+T w I A
APPROVED JLM 0 1 AM
SUBMITTED JLM I DETAILS
HAYES, SEAY, MATTERN & MATTERN,INC. SCALE comm.
S BOTTOM PLATFORM SECTION 6 STAIR CROSS SECTION
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
NO SCALE NO SCALE RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C17

NOTE: NOTE:
1. **COO 4" ~ PVC PIPE UNDER CENTERLINE MAN [~ItAIN SLOPE TO DRAIN BRIDGE & TRAIL CON ~v~YLIGHT AT FACE OF BANK. 2. **FOR 1. **COORDINATE W/ BRIi~„E CENTERLu1F
MANUFACTURE PRIOi' TO BRIDGE ,U
CONSTRUCTION. TRAIL
3~~ 3,.
2. **FOR TIMBER BRIDGE. 6^ 12 SPACES CAA 11-1/2°=11'-6°- 6" 1'
USE USE 15" DIMENSION. EL 218.6
1' (LEVEL)
I; - - T _ _ _ , -
**CENTERLINE FACE OF -CENTERLINE ANCHOR BOLTS **VARII S 9" ~I ~ T _ I
BACKWALL BRG. 1 _ _ _ ,
I1 _ ~ 1~ - ~I
• • 6.. 3 • ~ _ ~ _ .I _ ~ - rt ~ ' - RE-BARS 4'-7" - r ~ - (SEE NOTE)
- - i' - - - fi" 3'= • • s' ~I~ ~
6 3,> •
„ ~ s
1'-6" - - 1 F I
9'
~-6-{- _ L_~- it : _ ~ • a - * s „ a a
1 5•_9,. 5._9.. g" + T+ ? • • ~ 1 1 • ? ? ? 1
3"
OUTLET 6' 6'
PIPE
1' 6'-6" 6'-6"
NOTE:
1. **FOR TIMBER BRIDGE ~ `*FOR PRE-ENGINEERED BRIDGE 3. *TURN WING WALL ON EAST
(5) 8"~ PRESSURE -
RE-ALIGN ANCHOR BOLTS COORDINATE W/ BRIDGE SIDE ABUTMENT - SEE PLAN T EATE TO MATCH GALV. ANGLE MANUFACTURE PRIOR TO & PROFILE SHEET C9. 30" 0. LOCATIONS. (SEE DETAILS ~:ONSTRUCTION. TREATED WOOD PILES
30" O.C. DRIVE TO 11 SPACES ~ 12"=11'-0°-
REFUS ALT: B-1) REFUSAL(SEE SPECS.) 3" 9" 9" 3'
1' 13' 1'
NOTE: NOTE:
ALL R BARS 12" M ABUTMENT PLAN' 0 ABUT C~8 NO SCALE C18 NO SC CENTERLINE ALL REWFORCWG
BARS ARE #4'S ~ 15'
12" MAX. SPACING
ABUTMENT ELI NATION
NO SCALE
9' - 6"
CLEAR BETWEEN HANDRAILS
BEARING &
FACE OF BACK FOOTING
WALL 4 -9.. 4,_9..
i
8" ~ . 6•• ~ BRIDGE
& TRAIL
6" FACE OF
- -EL. 219.6 BACKWALL HAND RAIL. I TOP CHORD
r
WOOD m " O 60 ° F o MAX. 4" i cO VERTICAL &
DECK 1" O 60 °
~ D IAG 0 NAL z ~ OPENWG i d-
~ VARIES
3'-1" FINISH TRAIL w ~ ~ PROPOSED 3° TREATED
APPROX. 8" POROUS
GROUND BACKFILL w ~ SAFETY ~ GRADE EL. WOOD DECK RAILS
ELEV. 216.5 y EXIST. GROUND FLOOR z m -
- STRUT
a w
0
-BEARING i BOT. CHORD
4" PERFORATED 3" 1'-6" TEFLON BEARIN* PAD * PLATE PLATE
DRAIN PIPE CLR. NP. 1/2" NON-SHRINK FLOOR j FLOOR STRUT
1-1/2"x3-1/2" GROUT (MIN.) BEAM
DEPRESSED KEY ~ 9"
& CONST. JOINT BOTTOM CHORD
SETTING SETTING
~TMP > g., OF BRIDGE ~ PLATE PLATE
(5) 8"~ PRESSURE TREATED 3'
WOOD PILES 30" O.C. DRIVE 5 PRE-ENGINEERED PEDESTRIAN BRIDGE
TO REFUSAL (SEE SPEC.) 1 y ~ ~ 1'MIN.
-7~ C 18
3/4"~ #57 WASHED STONE ~ C~ BEARING BOLTS * * * HOOK ~ 3/4"4 ANCHOR NO SCALE
BOLTS W/ 3"
HOOK
3" 3" 3"
S 2~-6~~--f--2~ * COORDINATE SIZE & LOCATI WITH PRE-ENGINEERED BRIDG NOTE: NOTE: MFR. & LOCATION REVISION DATE DESCRIPTION BY APP
ED BRIDGE DESIGNED cAPyyALNUT CREEK ATRAIL EM
ALL REINFORCING BARS ARE 1. **COORDINATE WITH BRIDGE
DRAWN JSM R4LEIGH, NORTH CAROLINA
#4'S ~ 12" MAX. MANUFACTURE PRIOR TO
- CONSTRUCTION. CHECKED ~~p,
2. **FOR TIMBER BRIDGE, APPROVED JLM bKIUUt At3U I MENT
- USE 15" DIMENSION. SUBMITTED JLM DETAILS
HAYES, SEAM, MATTERN 7MATTERN,INC. SCALE COMM.
~ SECTION (WEST SIDE K 4 TYPICAL BEARING DETAIL
LL- FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
C18 NO SCALE C18 NO SCALE RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C18

-0"
3'
26" BURLAP
STEEL OR WOOD POST POST TO BE INSTALLED VARIABLE -AS DIRECTED BY LANDSCAPE ARCHITECT
WIRE FABRIC SLANTED TOWARD UPSTREAM 10' MAX.
d END OF DITCH.
TOP OF DITCH 5'MIN.
/
1140. 2 CHICKEN WIRE (VAR.)
BURLAP
V,
n
M Ali
III- I II
�I 1=jil 11=1 I 1=1 11= 6"
=L
0E='
B0I I OM OF DITCH
6 6" MIN
- FI LL
V� III-I� SLOPE
N �
1=1' GRND. UNE
_ =III-III-III-IIII gt
-
ANCHOR BURLAP STEEL POST 2' %�, j
�" WOOD POST 3'�/�i'�
T6 MIN '��
STEEL POST TO BE
DRIVEN IN 2', WOOD
POST TO BE DRIVEN
IN 3'.
SILT FENCE
19 NO SCALE
1/2 DIAMETER OF PIPE
OR 12" WHICH EVER IS
GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
COARSE AGGREGATE
COAR';t AGGREGATE EARTH FILL COVERED BY
6" Dltl LARGE ANGULAR ROCK
rrr
I
FLOW
(
ELEVATION
I 1 ri
TEMPORARY STREAM CROSSING
NO SCALE
ANCHOR NETTING IN
A 12 -INCH TRENCH
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
TOP OF BANK
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
12 -INCH
OVERLAP
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
STRAW NET & SYNTHETIC MAT LINED CHANNEL
NO SCALE
STONE
L
CLASS "E
RIP -RAP
FLOW
R
B
PLAN
N.C.D.O.T. #57
WASHED STONE
A
1.5'
SECTION—AA
z ROCK DAM
NO SCALE
STREAM CHANNEL
MAX
HANK HEIGHT t�v�v \
00(�(� © O O ��i�' _ / ���� �� SURFACE FLOW
o
00 DIVERSION
c, moo, �g0 o 0 0 0 0
`fII� 00/0 0
I �O� 00 0 0 —`—
STONE APPROACH SECTION
/ 5:1 MAX. SLOPE ON ROAD
STONE OVER FILTER CLOTH
J
SURFACE FLOW
DNERSK)N
ORIGINAL STREAM BANK
FILTER CLOTH
TEMPORARY STREAM CROSSING OPTION
CLASS "B" r I ' THICK
RIP -RAPS __ULMIN
7-7
11�11111111111�1111=
%% % ` %'
��
SEE PLAN
NOTES:
50 ACRES.
GRAVEL BEDDING
(1)
FENCE FABRIC SHALL BE A MINIMUM OF 32 INCHES
IN WIDTH AND SHALL
HAVE A
N.C.D.O.T #57
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
WASHED STONE
LINE CUTOFF TRENCH W/
(2)
BURLAP SHALL BE 7 1/2 OZ. WEIGHT AND A MINIMUM OF 32" IN WIDTH,
BURLAP
SHALL BE FASTENED ADEQUATELY TO THE FABRIC AS
DIRECTED BY THE ENGINEER.
O 000000p
(3)
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF
THE SELF-FASTNER
ANGLE
STEEL TYPE.
CHECK STRUCTUFKI AFTER EACH
RAINFALL.
(4)
WOOD POST SHALL BE 5 TO 6 FEET IN HEIGHT AND
3 TO 4 INCHES IN DIAMETER,
PIPING
EXISTING
WIRE FABRIC SHALL BE FASTENED TO WOODEN POST
WITH NOT LESS THAN
# 9
WIRE STAPLES 1-1/2" INCHES LONG.
RAINSTORM AND I0I=PAIR (MEDIATELY.
RIP -RAP SHALL 10 CLASS "B".
��
(5)
REMOVE WHEN VEGETATION IS ESTABLISHED.
o 0 opo
COAR';t AGGREGATE EARTH FILL COVERED BY
6" Dltl LARGE ANGULAR ROCK
rrr
I
FLOW
(
ELEVATION
I 1 ri
TEMPORARY STREAM CROSSING
NO SCALE
ANCHOR NETTING IN
A 12 -INCH TRENCH
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
TOP OF BANK
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
12 -INCH
OVERLAP
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
STRAW NET & SYNTHETIC MAT LINED CHANNEL
NO SCALE
STONE
L
CLASS "E
RIP -RAP
FLOW
R
B
PLAN
N.C.D.O.T. #57
WASHED STONE
A
1.5'
SECTION—AA
z ROCK DAM
NO SCALE
STREAM CHANNEL
MAX
HANK HEIGHT t�v�v \
00(�(� © O O ��i�' _ / ���� �� SURFACE FLOW
o
00 DIVERSION
c, moo, �g0 o 0 0 0 0
`fII� 00/0 0
I �O� 00 0 0 —`—
STONE APPROACH SECTION
/ 5:1 MAX. SLOPE ON ROAD
STONE OVER FILTER CLOTH
J
SURFACE FLOW
DNERSK)N
ORIGINAL STREAM BANK
FILTER CLOTH
TEMPORARY STREAM CROSSING OPTION
CLASS "B" r I ' THICK
RIP -RAPS __ULMIN
7-7
%% % ` %'
��
SEE PLAN
�
50 ACRES.
GRAVEL BEDDING
2.
MAXIMUM DAM HI I,:HT 8 FEET.
OR FILTER FABRIC
N.C.D.O.T #57
SPILLWAY SHALL III CAPABLE OF
WASHED STONE
LINE CUTOFF TRENCH W/
I \TRA
STRENGTH FILTER FABRIC
2' MIN. BELOW
LEVEL OF
LOWEST EMBANKMENT
WIDTH OF EXISTING CHANNEL
18' MIN.
CLASS—B STONE
NOTES:
50' MIN.
1.
DRAINAGE AREA N0r TO EXCEED
50 ACRES.
GRAVEL BEDDING
2.
MAXIMUM DAM HI I,:HT 8 FEET.
OR FILTER FABRIC
3.
SPILLWAY SHALL III CAPABLE OF
CARRYING
Compacted Soil
THE 10 YEAR SIS RM.
4.
SIDE SLOPES UP' , I REAM: 2:1
O 000000p
DOWNSTREAM: 3:1
5.
CHECK STRUCTUFKI AFTER EACH
RAINFALL.
6.
CHECK STRUTURI IOR EROSION,
PIPING
EXISTING
q q
AND ROCK DISPI ,Vi'EMENT AFTER
EACH
7.
RAINSTORM AND I0I=PAIR (MEDIATELY.
RIP -RAP SHALL 10 CLASS "B".
��
RIP
-RAP
o 0 opo
LINED
CHANNEL
qq qq
oa
GREATER.
�_ Flow
�
I
BURY BOI IOM
OF PLYW000
NOTE: ALL PARTIALLY COMPLETED STORM [
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE `""T'-' rurcc
DETAILS.
WASHED STONE FILTE
ACROSS PIPE INLET
C19 NO SCALE
NO SCALE
ilKtAM tNU OF
RM DRAIN
OVERFLOW
'
1/3 PIPE
a 9 DIAMETER
a g
o
3/4" EXTERIOR PLYWOOD
INLET PROTECTION
UPSTREAM END OF---,,,,,.
STORM DRAIN
• LS
a
a. e
11Ij a
G'.. • w, '
e . �
1ARDWARE CLOTH
STONE FILTER INLET PROTECTION
OVERFLOW
1/3 PIPE
DIAMETER
AND STONE
EXISTING
ROADWAY
6" MIN.
50' MIN.
15' MIN.
CROSS SECTION
CONSTRUCTION ENTRANCE
NO SCALE
NEW CONSTRUCTION
12" MIN.
FINAL DESIGN —NOT RELEASED FOR CONSTRUCTION
SEEDING SPECIFICATIONS
1. CH15tL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 4 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SOIL AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME AND SEEDING RATES.
APPLICATION RATES
SEED 5 LBS./1000 SF PENNINGTON WILD BIRDSEED MIXTURE AND
1 LB/1000 SF ABRUZZI RYE AS A MIXTURE.
AGRICULTURAL LIMESTONE - 100 LBS./1000 SF (140 LBS./1000 SF IN CLAY SOILS)
MULCH - 100 LBS./1000 SF - SMALL GRAIN STRAW
ANCHOR - APPLY EMULSION ® 7 GAS. / 1000 SF
MAINTENANCE
1. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS UNTIL AN
ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED.
2. ONCE AN ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED,
THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR
THE SEEDED AREAS UNTIL THE VEGETATION REACHES A HEIGHT OF
4 INCHES.
3. AN ACCEPTABLE STAND OF VEGETATION SHALL BE 92% COVERAGE OR
BETTER.
6�C19 NO SCALE
NOTES
50' MIN.
Compacted Soil
q�0000o
O
O O O Oogo 000 00 O O
O 000000p
Al
00
O O O Ooh 0 0 0 0 p
0 0 0 �0
q0:9
15' OR WIDTH OF
EXISTING
q q
oq qq q 8
q q qq q q q
0
PROPOSED TRAIL,
��
18 min.
ROADWAY
OOq gtLEAN STONE(NO. 57) qgo qo0 o
o 0 opo
WHICHEVER IS
qq qq
oa
GREATER.
�_ Flow
I
00
TT
0 0 O O
q�g
O O O q O O
q g�Q q O g o
O O
O
pO-
00 O 00
O O pOo��Oq
4.5' min.
PLAN
EXISTING
ROADWAY
6" MIN.
50' MIN.
15' MIN.
CROSS SECTION
CONSTRUCTION ENTRANCE
NO SCALE
NEW CONSTRUCTION
12" MIN.
FINAL DESIGN —NOT RELEASED FOR CONSTRUCTION
SEEDING SPECIFICATIONS
1. CH15tL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 4 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SOIL AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME AND SEEDING RATES.
APPLICATION RATES
SEED 5 LBS./1000 SF PENNINGTON WILD BIRDSEED MIXTURE AND
1 LB/1000 SF ABRUZZI RYE AS A MIXTURE.
AGRICULTURAL LIMESTONE - 100 LBS./1000 SF (140 LBS./1000 SF IN CLAY SOILS)
MULCH - 100 LBS./1000 SF - SMALL GRAIN STRAW
ANCHOR - APPLY EMULSION ® 7 GAS. / 1000 SF
MAINTENANCE
1. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS UNTIL AN
ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED.
2. ONCE AN ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED,
THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR
THE SEEDED AREAS UNTIL THE VEGETATION REACHES A HEIGHT OF
4 INCHES.
3. AN ACCEPTABLE STAND OF VEGETATION SHALL BE 92% COVERAGE OR
BETTER.
6�C19 NO SCALE
NOTES

CAPITAL AREA GREENWAY SYSTEM
- ~
3 c o o p ~
3 ~ ~ u r Elern. ~
Sch. L
Poe Elem.
Sch. So th t.
~ ~
Li on ~ ~ ~ Mi dle
S h.
_ J i
o i c i
i of
N ~ ~ I
~ ~
~ Person t. I i ashi ton ~
~ Elem. ~
Sch. ~ ~
v ~ ~ I ~ ~ , End { ov RAF
i Pros ect Trail '
re are Ave. ' i Carna e 'repared For: ~ Prepared By:
I Middle o _ o Sch. ~ ~''e DEPARTMENT HSMM
~ ~ e~
'F Beg f T, ROOM 608 yo9rh CA~o~e 1305 Navaho Drive, Suite 303
_ Trail a Trail
Location Q '.0. Box 590 Raleigh, North Carolina 27609 FTY YEARS
cn c i o o ~ Q
~ ~ f Creek ~ 1 ~ l~aiSnu 64 ~ 40 !OLINA 27602 HSMM Commision Number: 7522
~ I Q
' ~ F lem. ~ ~ ~ ch. i~ ~ DATE: SEPT. 2, 1998
1
II F~a ~ ~ y- z9a ~ y'
I ~L
UTER E .,V
64 - 0
~ Q ~ w c -
- - c ~ ~
o ~ _ _ p c
a ~ _ ~ I
~ ~ ~ % ~I
~d ~ ~ _
~ ~ -
i ~
f
ala pltal ~~r
rea rea _ , ~ ~ F„
reenwa ~nway = _ -
SHEET INDEX
COVER SHEET G - 1
EXISTING CONDITIONS G - 2
0
W ICIALS EXISTING CONDITIONS G - 3
W
W ~ TOM FETZER SITE PLAN - SECTION 1 C - 1
~ ~ SITE PLAN -SECTION 2 C - 2
SITE PLAN - SECTION 3 C - 3
. , DEMPSEY BENTON SITE PLAN - SECTION 4 C - 4
. f \l
W SITE PLAN - SECTION 5 C - 5
~ , I-
• i~ r ~ `i ~ ~ ~ ~ JULIE SHEA GRAW 20 SCALE ENLARGEMENT (OLD GARNER ROAD) C - 6
~ ~ ~
1 STEPHANIE FANJUL 20 SCALE ENLARGEMENT (STATE STREET) C - 7
~i .
4,a
i~ ~ ~ ~ 1 KIERNAN J. SHANAHAN 20 SCALE ENLARGEMENT (ROCK QUARRY ROAD ~ - 8
~ JOHN H. ODOM PLAN & PROFILE C - 9
TRAIL DETAILS C - 10
z s ~a
~ ~ a i ~ ~ n.. BRAD THOMPSON BOARDWALK DETAILS C - 11
s i' ~ ~ 1
J W. BENSON KIRKMAN FOOTING DETAILS (ALT: F-1) C - 12
`
i ~ ~r a~ ~ ~ ~ I i - ~ ~;I m / / PAUL C. COBLE RALEIGH DETAILS C - 13
m SEWER CROSSING DETAILS (ALT: S-1) C - 14
~ . UC cu jii ~ /~l/
co / r ~n ~ ~
~ ~.lh,~,~,. R: JACK DUNCAN BRIDGE DETAILS (ALT: B-1) C - 15
r. .i•.'`~ 4 ti ~ / - - RETAINING WALL DETAILS C - 16
L ~
. f~- STEP DETAILS C - 17
i a ~ ~ 1 • ~ 3 1, , INER: VICTOR LEBSOCK BRIDGE ABUTMENT DETAILS C - 18

m 3 ~ / ~ i SOIL EROSION DETAILS C - 19
~ \
IlCV 1/AD
3 I1 L I IVIHF
Q
z N w
cv
w
i cr w FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION G l
w

EROSION CONTROL NOTES
GENERAL NOTES
1. CONTRACTOR SHALL LOCATE ALL U11LIllES AND UTILITY ELEVATIONS PRIOR TO 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS. 23. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACT tAL CONTRACTOR SHALL HOLD A 1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE ~ Q
CONSTRUCTION. PRE-CONSTRUCTION CONFERENCE. 2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE P A I A O
13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE L N S VIOLATION ~ 0TH UNDERGROUND AND ABOVE, ARE OF THE STATE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. i- ~
2, ALL U11L111ES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. 24. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGRI / Y ZINGS. THE CONTRACTOR SHALL ~ W ~ ~
DAMAGED DURING CONSTRUCITON SHALL BE CORRECTED BY CONTRACTOR. BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE COP 14. CONTRACTOR SHALL PROVIDE SILT FENCING AS NEEDED OR DIRECTED BY THE VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CON' w w UQQ RELATED CONSTRUCTION. ANY 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS ~ O ~ O
3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. EROSION CONTROL INSPECTOR. DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRE OWNER'S REPRESENTATIVE NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND Z ~ O ~ ~ ~
IMMEDIATELY. ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION Q ~
4. CONTRACTOR SHALL STAKE CENII=RLINE OF TRAIL AND OBTAIN APPROVAL FROM 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND C~ W
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE SCHEDULE ON SHEET C19. CONSTRUCTION SEQUENCE AYS OF COMPLETI N . 'l MULCHED WITHIN 30 D ON OF GRADI G ALL REMAINING AREAS ARE F- } TO BE SEEDED AND MULCHED WITHIN 120 DAYS. ~ Q
RESOLVED PRIOR TO CONSTRUC110N. 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE 1. OBTAIN GRADING PERMIT. ~ 1 O
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STA110NING AND STATE, COUNTY AND LOCAL CODES. CROSS-SEC110NS FOR APPLICABILITY TO E};IS11NG CONDITIONS PRIOR TO 2. INSTALL GRAVEL CONSTRUC110N ENTRANCES, SILT FENCING, C ~2 LT FENCING, OR OTHER MEASURES AS A LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT
CONSIRUC110N. 17. ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY THE CITY OF RALEIGH. SITE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSAR AS NECESS RY TO INSTALL THESE SECTION AND THE COUNTY ENGINEERING DEPARTMENT. ~ ' ~ p A
GENERAL CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH. DEVICES.
6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER MAIN N E AND R ~ ' ~ a L 5. CONSTRUCTION, TE ANC EMOVAL OF ALL EROSION CONTROL DEVICES _ ( a I ~
DRAINAGE PATTERNS AND PIPING A5 THEY CURRENTLY EXIST UNLESS NOTED 18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPEC110NS, CERIIFICAITONS, 3, OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWI ~ ~ ~ APPROVAL. SE NOTED. ~ ~ r G
Y DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE EQUIPMENT, ETC. THAT MAY BE REQUIRED. OTHERWISE. AN CONTRACTOR SHALL BE CORRECTED BY THE. CONTRACTOR TO CONDI110N PRIOR TO 4. BEGIN TRAIL CONSTRUCITON. MAINTAIN DEVICES AS NEEDED. AS NEEDED. 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. ; ~
DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 19. THE CONTRACTOR SHALL NOTE 11~AT THE DRAWNGS ARE SCHEMATIC IN NATURE ~ ~ ~ 4
ACCORDING TO DETAIL. AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GI FINISHED GRADE WITH VEGETATION, 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS
REQUIRED FOR A COMPLETE AND WORKING SYSTEM. PAVING, ETC. OTHERWISE NOTED, ! - ~ a . ~ ~ / -ri-
7. LIMIT OF CONSTRUCTION IS TO BE PERFORIvIED WITHIN EXISI1NG EASEMENT. 20. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN 11~E CONSTRUCTION MEANS 6, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STA KEY MAP
SEAS ARE STABILIZED COMPLETELY, 8. CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT OF SUBSURFACE NO SCALE
R ACCESS FOR TRAIL CONSIRUC;TION IS IDENTIFIED ON T}iE PLANS AS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. 8. CONTRACTO 'ECTOR. INVESTIGATION (IF AVAILABLE) AND FOLLOW THE RECOMMENDATIONS FOR GRADING, COMPACTION AND PAVEMENT DESIGN, ETC.
"CONSTRUC110N ENTRANCE" AND SHALL BE CONFIRMED BY CONTRACTOR WITH ' NSIRUC110N. 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY 7, ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTR ROSION CONTROL MEASURES AND
OWNER S REPRESENTAl1VE PRIOR TO CO BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS 1TiEREOF SEED ANY RESULTING BARE AREAS. 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS.
' TAl1VE AND SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE 9. CONTRACTOR SHALL REVIEW TREE REMOVAL IMTH OWNER S REPRESEN CONTRACT DOCUMENTS SHALL BE MADE WITHOUT II~E WRITTEN PERMISSION OF THE
OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINI CALL FOR FINAL S1TE INSPECTION BY
' RANCHES OF TREES OWNER S REPRESENTAl1VE. ENVIRONMENTAL INSPECTOR. VEGETATION TO 2 BEYOND ASPHALT EDGE OF TRAIL. LIMB UP B
TO PROVIDE 8' VERTICAL CLEARANCE. 22. THE CONTRACTOR SHALL, AT ALL 11MES, KEEP THE PREMISES FREE FROM 9. OBTAIN CERTIFICATE OF COMPLETION.
ACCUMULA110NS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SIZE BY CONTRACTOR. OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A
„ DAILY BASIS.
11. CONTRACTOR SHALL PROVIDE STORM WATEF, TAIL DITCHES TO PROVIDE POSITIVE DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
oa
i' I 227.4 ~ ~ 23 .1 ~
WAKE OUNTY BOARD ~ ~ ~ OF EDUCATION ~ ~
O ~ I
a4unao i _ - 222.1 - ~ , ~ ~ I
- o ~ ~ - ~ ~ I Elem. ~ ~ ~ ~ ~ I i
`1 ~ ~ ~ \ X228.9 ~
j i ~ % 222.SX ~ / 1 1 ~ ~ ~ . r7 C4 ~ ~ l w ~ SIRE ,r
~ I I ,
i224.o PERSON - ~ ~ ~ 223.11 ~ ~ /
T ' ~ ~ ~ i I i~~
I x f0 244.4 ~ ~ ELi _ I I PETERSO i X X g~p,~ S~ I 244°.° 9~TREET E(ER `ai ~ ~ i 22o.e I / i i
I I Ids oa P /
_ ~ ~ , ~ ~ 2462 ~ I ~ ~ ~ / II ~ ~ ~
_ I } ~ °
~ I ~ ~ ~ ~ % ! X 216.5 ~ X 219.9 I I • ~ / 710.7 p
I i ~ ~ ~ X i s ~ X220.7 I I A 247.1 _n ~ ~ j X
rl I ' a~^ ~ _ \ ~ X 211.4 I ~ I~ ~ - X17.9 ~ ; x zn.4 ~ I } ~ ,
~ i ~ I / ~ , ~ ~ 1 ,~V ~ ~ 219.8 I ~ III 1 p
I ~ _ ~~.II~ j ~ ~ .J ~ I ~ X ~ III 1 214.3 ~ F 0 ~ 1 _ c„ ~~V i f P
I ~ ~ ~ 212.9 i EX9STING J ~--1- ~ ' 222.4 " - _.D~~ ;lBL
I - - - ~ ~ ~ GR~ENWAY C~" 27.6 X I ~ ~ I ~ ~ d ,I i
_ RIVATE PR , - ' / ~ X zz1.o I I 1~~_ _ / / m6 I ~ ,
~ ~ x ~ X 229.9 I/ I i~ i 217.8 ~ ~ . I r;'
i I / f j ~ X X zns x 216.6 a ~ ' . ~ ~ ~ ~ ~ ~
I x X221.6 2228 ~ X219.1 } ~ ~ 2, 4.i C E I x
1 ~ I 2zs.a % ~ ~ X z16s i / I
i ~ I ~°m cg~~~ ~ ~ X I I ~ ~ z13.7 X x
~ ~T% , ,1 A 3 ( I j F,~;~' + 219.0 X zn.1 ~ 218.6
( zzo.s ~ X x z1, z ~ I I x 5 ~ ~
1 ~ , ~ ~ ~ ~ I~ if Q / r ; x I I~ X ~ / 219.5 I \
Z I ~ 223.2 ~ ~ I ~I ~
w X nra x zz+.1 ~ ~ ~ I 217b ~i; ~ I ~ ~ ~ x 276.3 ~ -?~.r.,. I} ~~~I x zu., - ~ N" }
I ! Iw 119.1 ~ X X X I ~ I - ~ 2194 X 217.1 ? --.n v. I ~ / i ~ ~ -.W`~-. I III \ \ -
~ : r_ %i F^i - I / . ^n II II \ .
~I ~ ' / ~ 2165 216.6 X x ~ ~ ~ x 216.6 l~ I
~ h o / ~ E~(ISTING WETLAND AREA X 221.9 I ~I I o / ~ X ~ , PRIVATE gREA ~ ~~II~ P3.71 2,2.8
216.5 ~I ~ 2175 21X ~ ~ ~ X WITHIN GREENWAY APPROX. 'PROX. I 11}~~ ~ PROPERTY x
~ Y ~ ~ ; w~ I j ~ x 178 ~ X ~ ~ AREA COVERED BY w 2 217.1 ~„r. I ~ ~ 1 III 3Y iili 2,4.7
I ?!I ! ' 13 BOARDWALK = .09 AC. , ~ I ~ ~ ~ X 2,9.4 EXISTING 2,62X ; AC. x mow,..... ~ X \ 213.0 X
I I I zns I 2127 1
I ~ GRE~NWAY I X z1s.6 I I z, ze ~ i }~~l' X212.6 ~ i EXISTING
C~ X I I ~ zna X n 2,9.7 , ( 2,7.3 ( 1 ~ ~ ~ 215.7 ~ GREENWAY x ~
I I I x ~ I x 2,6.6 ~ I I x x 2,7.7 r/ } - 18E OR ® EXI ST SS MANHOLE ~ti I mil Zia. ~
217.6 I 1 I I I I II ~~~1 ~ x215.3 /x.
I ~ II x ~ X11,, I I 217.6 X - 6?-~ EXIST SS LINE xq~~ i
I I" I X 217.7 I X I ~ X % 217.7 ~ 217.1 2 i' i~ ~J.:4 , ~ _ _ ~ ~ 2, 7., i~} ~ .-X2,5.4 = 2so--- EXIST TOPO
X 219.6 1 ~ I i~ 215.6 ~ 1 ' !
1 I I X 217.6 2n.2 2n.3 ~ 1 ( ~ x X I ' I I 2na 1 z 6.3 GREENWAY ~ ~ ; xz~~ , SPOT ELEV.
I 1 X 217.7
I 1 1 x _ r~H 9~ MH # & STATIONING
I I z19s / I ' I CREIX 2 ' ~ STA. 30+75.83
I ~ I , WALNUT I ~1 - - - - EXIST. SS ROW
225.8 x J SAINT AMBROSE ~ _ SAINT AMBROSE ~ ~ ~ ~ ~ j
a EPISCOPAL CHURC 1~ 'ISCOPAL CHURCH I ~i PRIVATE ~ ~ EXIST. WETLAND 28.5 ~ X ~ ~i
s , x PROPERTY z,z.5 ~ ~ . ~ z12.4
X 216.7 x 1 " 216.7 ~ ~,.r
s i ` ~ i
~ i l
~o / ~ ' ~ ~ x 213.3 ~`_-X ~ ' ~ 211.9
cu
~o
0 ° NOTES:
1. SANITARY SEWER & EASEMENT INFORMAl10N TAKEN FROM BONEY & ASSOCIATES, °
INC. DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
1998. REVISION DATE DESCRIPTION BY APP
2. TOPOGRAPHICAL & PLANIMEIRIC INFORMAITCN PROVIDED BY WAKE COUNTY & THE
CITY OF RALEIGH DATED JUNE 1998. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM

3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE BOARDWALKED. DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GLA
3 O Nillow AFFHUVtu JLM UAIJ 1 IIVV
J
Z 120' 60' 0 120' 240' SUBMITTED JLM
CU CU 1 CONDITIONS "120'
r HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
U, W ARCHITECTS - ENGNEERS - PLANNERS 1"=120' NO. 7522
RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET G2

OL NOTES CONTR EROSION
ACCEPTABLE ~
NOTES TING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL ENERAL RIOR TO STAR G ARDS. 23. P i ON-SITE BURIAL PITS ARE NOT Q ACTOR SHALL HOLD A G ~
CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STAND AND UTILITY ELEVA 110NS PRIOR TO 12. ALL PRE-CONSTRUCTION CONFERENCE. RADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION ~ ~ . ANYG _ ~ Y~~
1. CONTRACTOR SHALL LOCATE ALL UTILITIES STATE COUNTY EROSION CONTROL ORDINANCk AND IS SUBJECT TO A FINE. W AND ABOVE, ARE OF THE / ~ U Q Q
UCTION. N INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY II~E NDERGROUND AND CONTTR 13. BASE INFORMATIO 24. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH U RGROUND W TOR SHALL W O ~ O CONTRAC BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS Z ~ ~ ~ ~
CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. ABLE RECORD DRAWINGS. THE CONTRACTOR L BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES BASED ON THE BEST AVAIL 2. ALL UTILITIES TO REMAIN SHAL TRUCTION. ANY .i. STABILIZATION IS THE ~ CONS TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ~
CTOR. LD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION CONSTRUCTION SHALL BE CORRECTED BY (,ONTRA FENCING AS NEEDED OR DIRECTED BY THE VERIFY FIE , DAMAGED DURING 14. CONTRACTOR SHALL PROVIDE SILT NECESSARY Q ~ .PRESENTATIVE y WHEN SPECIFICALLY REQUIRED AS PART ~OF THE CONSTRUCTION
ANCIES SHALL BE REPORTED TO THE OWNER S REPRESENTATIVE TROL INSPECTOR. DISCREP ESPECIALL N. ALL GRADED SLOPES MUST BE SEEDED AND W 11 SEQUENCE SHOWN ON THE PLA H.. ~
MAIN TO DRIP LINE. EROSION CON IMMEDIATELY. 3. CONTRACTOR SHALL PROTECT ALL TREES T~D RE 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE ~ Q MULCHED WITHIN ~
RBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING F TRAIL AND OBTAIN APPROVAL FROM 15. ALL DISTU ALL STAKE CENTERLINE 0 UENCE BE SEEDED AND MULCHED WITHIN 120 DAYS. P' o TO O ~
CTOR SH CTION SEQ 4. CONTRA ON SHEET C19. CONSTRU ISCREPANCIES SHALL BE SCHEDULE T MAY BE REQUIRED BY ~
OWNER S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY D D PRIOR TO CONSTRUCTION. UCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE 1. OBTAIN GRADING PERMIT. RESOLVE 16. ALL CONTTR DDIIIONAL MEASURES TO CONTROL EROSION AND SEDIMEN ~ ,,.r:. 4. A
AND STATE, COUNTY AND LOCAL CODES. TRANCES SILT FENCING, OR OTHER SENTATIVE OF THE STATE/ COUNTY >TORM WATER MANAGEMENT - ~ ALOCAL REPRE ~ - ° IG, OR OTHER MEASURES AS UNTY ENGINEERING DEPARTMENT.
APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING 2. INSTALL GRAVEL CONSTRUCTION EN , 5. STATIONING IS S PRIOR TO THESE SECTION AND THE CO t ~ ~SARY TO INSTALL Q
NDITION OF RALEIGH. SITE ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INS1 CROSS-SECTIONS FOR APPLICABILITY TO EkIST1NG CO 17. ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY THE CITY SHOWN a ~ N MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES _ ~
CONSTRUCTION. GENERAL CONTRACTOR TO COORDINATE WITH THE CITY OF RALEIGH. DEVICES. 5. CONSTRUCTIO , THERWISE NOTED. ~ ~ . PONSIBILITY OF THE CONTRACTOR UNLESS 0 ~ ~ ~ o ARE THE RES
ABOVE AND BELOW GROUND STORM WATER PAY FOR ALL INSPECTIONS, CERTIFICATIONS, 3, OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ~ C~ ~ r
6. CONTRACTOR SHALL MAINTAIN ALL 18. THE CONTRACTOR SHALL OBTAIN AND AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED T MAY BE REQUIRED. DRAINAGE PATTERNS 1CTURES BY THE EQUIPMENT, ETC. THA OF THE APPROVED PLANS MUST BE ON FILE: AT THE JOB SITE. 1 4 6. A COPY ED. ~ ,~J •
PATTERNS OR STRI 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDED. OTHERWISE. ANY DISTURBANCE OF THESE TO
ORRECTED BY THE: CONTRACTOR 10 CONDITION PRIOR L NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE CONTRACTOR SHALL BEG ~ ~ ON PLAN AND 19. THE CONTRACTOR SHAL SHOWN ARE PAUEMENT, GROUND OR GUTTER FLOW LINE, UNLESS -;~-,a ~ -C , ~ GETATION SPOT ELEVATIONS .D GRADE WITH VE ; ~ ~ . KEY MAP
NLY IF N011 I NG ETC. THAT MAY BE TABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITI DISTURBANCE. CLEAN OUT STORM WATER PPE 0 AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITII 5. S OTHERWISE NOTED. " E NO SCAL
ORDING TO DETAIL. REQUIRED FOR A COMPLETE AND WORKING SYSTEM. PAVING, ETC. ACC THE REPORT OF SUBSURFACE 8. CONTRACTOR SHALL OBTAIN A COPY OF
THIN EXISTING EASEMENT. LE IN THE CONSTRUCTION MEANS WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED C STABILIZED COMPLETELY, ABLE AND FOLLOW THE RECOMMENDATIONS FOR GRADING, - INVES71GAT10N (IF AVAIL )
7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WI 20. THE ENGINEER AND OR OWNER DISCLAIM ANY RO 6. THE PROJECT AS SET FORTH IN THESE PLANS. CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. COMPAC110N AND PAVEMENT DESIGN, ETC.
ANS AS AND METHODS ASSOCIATED WITH SS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PL 8. CONTRACTOR ACCE R WITH NECESSARY ;ONTROL MEASURES AND S SEE DETAIL SHEETS.
„ CONTRACTO WINGS ARE DEEMED ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTROL MEAS " TRUCTION ENTRANCE AND SHALL BE CONFIRMED BY 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRA 7. CONS 9. ADDITIONAL GENERAL NOTE ,
TRUCTION. TOR DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SEED ANY RESULTING BARE AREAS. OWNER S REPRESENTATIVE PRIOR TO CONS BY THE CONTRAC .~E
BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM SHALL N PERMISSION OF THE ND THE WRITTE WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE II t FINAL SITE INSPECTION BY
VIEW TREE REMOVAL WITH OWNER S REPRESENTATIVE A CONTRACT DOCUMENTS SHALL BE MADE WITHOUT 8. 9. CONTRACTOR SHALL RE REMOVE ALL TRACTOR SHALL ~ ENVIRONMENTAL INSPECTOR.
OBTAIN APPROVAL PRIOR TO TREE REMOVA~_. CON OWNER S REPRESENTATI
' HALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES VEGETATION TO 2 BEYOND ASP PREMISES FREE FROM 9. OBTAIN CERTIFICATE OF COMPLETION. 22. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE
TO PROVIDE 8 VERTICAL CLEARANCE. R RUBBISH CAUSED BY HIM, HIS EMPLOYEES ACCUMULATIONS OF WASTE MATERIALS 0
11 BY CONTRACTOR. WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A
ITION MATERIAL SHALL BE DISPOSED OF OFF SI OR HIS 10. ALL DEMOL DAILY BASIS.
RM WATEF' "TAIL DITCHES l0 PROVIDE POSITIVE 11. CONTRACTOR SHALL PROVIDE STO ~ „ ~ 1 210., .r ~ ~
DRAINAGE AWAY FROM TRAIL. SEE DETAIL. 2 .8 210 209 ~4~ `
Wit'"" 1 ~ l'{~s' -~;y~
EXISTING WETLAND AREA
WITHIN GREENWAY - ~ ~ ci ~ ~ ~ ~ ti~~/ I I i f
ERED APPROX. AREA COV , ' ~ I ~ Elem.. ~ ~ ~ ~ D
BY BOARDWALK = .23 AC. NOTES. 2i,.2 x ~ r y 1 ~ r ~ _ -~--j-
NT INFORMATION TAKEN FROM BONEY & ASSOCIATES, ~ ~ ,Crt- J` r~ ~ ~ e X
1. SANITARY SEWER & EASEME ATED OCT. 10, x 2,,.2 ROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS D ,y~ INC. DRAWINGS P x 211., r ! i ~ 221. ~ - ~ ~1 ~ o ~ , _ 1
1998. A ~ ~ r- -
, AKE COUNTY & THE 2nd ~ ROVIDED BY W r . d~ / ~ , ~ ~ I , -7--I i f
2. TOPOGRAPHICAL & PLANIMETRIC INFORMATICN P ~ ~ ~ S~~ ~ ' %r ~ j ~ x i
CITY OF RALEIGH DATED JUNE 1998. 2,,.2 _ 217.1 1 ~ I, ~ ~ ~ - - , - -L1 i ~ ~I ~i 217.7X ~ i~ ~ I ~ r i
APPROXIMATE AND WILL BE BOARDWALKED. 110+ s ~ 3. EXISTING WETLANDS ARE ~ / y ~ 217.9 1 ~ ~
211.2 X 219.9 ~ ~ ~ i
o o ~ a X z19.o ~
~ ~ ~ ~ ~ d 1
G ~ zn., ~ ~ ~ 1 ~ Q
~ x i / I G R ~ p e ~ ~ ~ F o ~ o-
i ~ ~ ~i /,~i / ~ 2, ® ea ~ ~ ? / ~ ~ Sfl~ ~ ~ i ~ - t
{ / x / / 217.6 ~ Y X ~ ` 1 ~ ~ ;
- i ~ ~ j ~ ~
x 214 : ~ ~ X229.7 A / ~ i
2 i ~ i 221.5 221.8 ~ ~ ~ C X ~ / ~i , J - C E
i I ~ r ~ / i ~ ~ ~ ~ , =
/ ~ EXISTING WETLAND AREA ~ ~ x22,.6 - X 221.8
2ooa J ~ 1 J WITHIN GREENWAY - ; x , ~ X 219.4 222.9 X261.
i ~ APPROX. AREA COVERED ~ j , / ! _ X ~
- ~ / ~ 2,6.7 ~ - ~ ~~~~I X 223.0 ~ ~ 221.6 X / ~ I ~
BY BOARDWALK - .08 AC. J ~ i i / , ~ I
~I 1 % x 216.4 ~ ~ ~ ~ / ~ ~ ~ ~ 111 I~ ~ , ~ 9 ~ \11 1
I ~ ~i~ - it X I ~3, ~ ~ i
o..i_-- ~ i' ~ x220.9 J i~ ~s. ~ , / ~ i X220.9 222.4r X ~ ~
EXISTING ~ ~ ~ 1 x ~
GREENWAY 22as ~ / ~ j ~ ~ x x z2ss
i ;
u , I ~ ~ ~ ~ ~ A ~
r ~ I,• x \ ~ ~ ~ ~ 1
~ ~ ~~.~~v,., ~ 2i6b ~ i 207.5 ~~,_.,{°`:'234. ~ ~ ~ t
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E L; ~ i ~ 1,
i i \ r- ' ~ i ~/r / 1\ i/
~ ~ , 1 ~ OR m EXIST SS MANHOLE
f~ Q - i 1 X 219.5 ~
? z 3 I ~ x / 1 ~9--~9 EXIST SS LINE
Z I x215.8 \ I ~ '1 1 (n W I ~ i i ~ ~ ---26~--- EXIST TOPO
~ ~ ~ I -w I ~ ~ X I .x21ea x r, 2,8.7 ~ X
~ i ~ i ~ w 1 ~ I ~ ~ _ ~ ~ , / I 1 EV. x25~.~ SPOT EL
213.7 X/ ~ ~ / X - 2i1. ~ / ~ /
217.5 ~ ~ ~ i~-~-~1 X ~ ~ x / 17.5 I i ~ MH & STATIONING MH 11
~ 221.0 / / / . STA. 30+75.83
PR ATE ~ - ~ ~ ~ - - - EXIST. SS ROW
j" PRO I ~ i i ~ f~ ~ ~
2,+., ~ ~ ~ ! ~ ~ EXIST. WETLAND
' , ~ i ~ / ~ ~ ~ ~ x ; ~ , , l l 1 / / ~ i 213.5 ~ i ~ , 1 ~,'i/ ~
_ 211.7 X224.0 / ~ ~ ' ~ ~
~ ~ x ~ ~ ~ K~ ~ ~ 211. ~ ~ ens ~ ~ ~ ~ x / ~ a ~ ? i ~ ~ l i / i~,
~ x i ~ ~ i l % PRNATE i~ i ~ 1 2,2.6 ~ r ~ ~ U 212.8 ~ I A PROPERTY /
v x, ~ i
z ~ ~ ~ ~ / l l ' ~ ' / ~ - ~ \ / , ~ ~ i
~ xzu.7 ~i / ~ ~ ©{r H / ~ ' fiY ~ x x a, 213.a 2,2.7 / ~ , ~ ~ ~ ~ ~ ~ ~
x i i 2,2.5 / i / ~ ~i, \ ~ , ~
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o ~ i ~ ~ i x , ~ i ~ ~®Q 988, PG. 1,042 / 13.3 / ~ 1
~ ~ / / ~ / ~ 1. ~ 7 ~ DESCRIPTION BY APP REVISION DATE
~ 215.3 ~ ~ i X i" ~ 7 ~ ~ I' 1 ~ 2 .1', o _ ~ ~ ~ \ 2 I
L AREA GREENWAY SYSTEM CAPITA / DESIGNED GLA
- 21s.4 x 2,+.+ GRE NWAY ~ ~ ~ / i a~ i
i ~i DRAWN RNC RALEIGH, NORTH CAROLINA
XIS ~ i_ . -
3 AY _ _ _ _ - ~ ~ - I ~ ~ ~~j f ' ~ ~ ~i _ I / ~ J ~ CHECKED GLA
_ I ~ 2,7.9 ~ 216.1 ~ ~ ~ x 244.8 244.8
i ~ ~ ~ 216.9 ~ ~ ~ ~ ~ ~ ~ X APPROVED JLM
c eft i f ~ V - ~ v ~ ~ ~
,qqqmomppl
PRNATE CONDITIONS SUBMITTED JLM
x x 212.4 247.7 PROPERTY x 212s )211.3 120 60 0 120 240
TERN & MATTERN,INCE:j:: COMM. 1 120 HAVES
' SEAY, MAT TERN N0. 7522 ARCHITECTS - ENGINEERS - PLANNERS
x211.3 211.9 - - IGH, NORTH CAROLINA SHEET G3 RALE
x 213.3 x211.9
Ul I ~ ~ x W 211.3
1~

W ~J BALLFIELD
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i U / I l ~ ~ II ~ I`~~', ~ ~ I ~Ii1i I U / 225 - O . I I X _ ,
- ~ _ - i ~ 224.0 = _ ~ - o
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R i I~~dG / / X I "fi ~ ~ ~ i ~ X > I 1 1 ~ I ~ (2) BOLLARDS _ _ _
( 244.7 ~ ~ 1 I 1 1.5 ' r, ~ ~ ~ I I 23 X ~ 4 31.5 ~ 4' 0 C. SEE ~ X - ' ~ - ~ •C
I I ~ ~ ~ DETAIL ~ ~ / ~ i ~
I~ ~ 1 _ - ~ ~ ~ ~ ~ i KEY MAP ~~+oo , ~
} ~ ~ ~ 6.2 ~ i I 1 ~ 24 ~ - ~ r ~ , ~ NO SCALE r ~
I ~ . , _ ~ _ ~ I 1 ~ _ ~ - 1 S~SECTION1OF
1 , ~ ~ ~ BdARD ALK SF~ _y ~ ~ ~~>/J ~ ~ i ~ ~
~,I ~ / ~ _ / Pf~ES ~ T-5' Y~I~`~ BOARDWA 1(/ASPH>bLT -7 --R HALT ~ ~ r~ ~ ~ ~ _ ~ , ~ -
; ~ I ~ ~ ~ _ , ~ , ~ r'r',K-< / / ~,(?I~~G / ~ -TRAfiL T NSITION. SEE ~ ~ r----. ALT: F-1 .9~PINS _ ~ J.-~ SEE ~ t~ ~ _ - - - - - / i ,
I/ : ~ 1 , - ~ E- / DE~ktL~ i _ ~ ~ I ~ ~ / (SEE SPECS) _ ~ i / ~ / i / I~ ~ L=81.46' d
/ ---s°----- I - ~ ~ ~~ryry r ~ I i i _ i - N, _t1 , i ~ ~ , / i p R=100.00 k / / l / ~ O i cA
I ~ ~ ~ - ~ ~ - ~ V ~ ~ - ~ X / ~ / ~ -r ~ 2~+ ~ i i ~ ~ / / ~ ~ ~ 243.1 _ ~ N ~ / / / ~ j / ~ ~ ifl
~ I ; : - , - - - _ _ ~ ~ ,INSTALL BOAR WALK ~ / / ~ i / / 2~X O / N32'1336 i~' ~ ~ Or
I ~ ~ ~ - ` ( - ~ - - - - - ~ ~ DESIGN W 0 AILING ~ ~ III ~ , ~ I( BETWEEN ST . 19+48 / ~ ~ ~ i / l i / 21+ .AA , ~ 160.99 ~ / ~ ,
/ ~ I ~ ~ I ~ ~ \ ~ i ~ I i ~ I ~ ~ ~ ~ ~ ~7kP~R STA. 2 +00. ' / / , ~ ~ i / ~ , / ~ i /
I I I I I i ~ ~ SEED 3 I~ ~ I ' ~ , RAISE EL NATION OF TRAIL
~ I ~ ~ c, t I / i I ~ , ~ ( i I / IJ ; ~ AS NEE D BETWEEN STA. I ~i
{ / r ; ~ ~ \ _ ~ ~ - - - - ~ , ~tvC ~ ,L - ~ ~ 1 ~ ; 21+00 AND STA. 22+50 i (1~+ ~
` \ i I ~ ~~1~~ ~ - ~ ~ - I I ~ ~ ~ ` _ I i/ / / i i
1 I I ~ ~ _ - _ 1 T, ~ p , ~ ~ INSTALL TRAIL DESIGN WITH 217.9 I ~ ~ ~ ~ ~ ~ ~ ~ SUB-SURFACE DRAINAGE
r~l ~ ~ _ _ I ~ I I ~ ~ ~ ~ _ - _ 1 1 J \ ~ ~ BETWEEN STA. 21+10 AND iii i 1
- ~--~-j-- f ~ ~ ~ - _ I ~ ~ ~ i, ~ STA. 23+00 WITH A
~ G 4 5 .BOARDWALK/ASP~iALT _ , S MINIMUM OF 4 DRAINS. R-Y~•o ~ TRAIL TRANSITIOIJ. SEE ~ OR EXIST SS MANHOLE
- ~ I I - _ - R-~ I / ~ - ----tea- ~ i i ~ IL / SEE DETAIL 3 / DETA
- , ~ ~ / coo - ~ ~ - TRAIL BANK 19 ; / c~ ~ ~
~ I - - - - - 19 ~ I ~ i ~
l I / ~ / ~ i i I ~ \ ~ , ~ ~ ~ 2 BOLLARDS TRAIL CENTERLINE ~ O ~
I / i Q i % ®4' O.C. SEE ~ ' DETAIL ~ TRAIL SHOULDER
/ CLEAR & REMOVE DEBRIS ~ ~ ~ ; Q ; ~ ~ 217.8
X I / FROM EXIST. CHANNELS ~ ~ ~ 229.9 I ~ ~ " ~ c'3 ~ TRAIL ASPHALT / i
/ FOR POSITIVE DRAINAGE. ; / I/ / ~ 18+00 , ~ ~ ~ X
~ ~ _ ~ ;I ~ i ~ ~ CROSSWALK A ~
/ I •~o \
X ' / X ; ~ ~ ~ 221.6 ~ 222.8 ~ ~ 219.1 ~ -TRAIL PIPING
1 I I I X i, ;t 225.8 / ~ INSTALL TRAIL DESIGN ~ BOARDWALK
I I I ~ , /I , WITH GEOTEXTILE FABRIC ~
I I) PROPERTY LINE 17+00 ~ I / BASE BETWEEN STA. ~
I ( ~ INSTALL STANDARD TRAIL ' i ~ i ~ ( 17+50 AND STA. 19+45. ~ - EXIST TOPO
i / I ~ ~ DESIGN IN ALL LOCATIONS ~ / I ~ ~ \ ~ I i UNLESS OTHERWISE NOTED. N58'ts'33+E SEE DETAIL X f3+E xX - - - - - - - - PROPOSED TOPO
~ I ~ ~ SEE DETAIL ; ' 384.88 B' ~ ~
I i I ~ ,I I ~ 219. U ~ x~59.~ SPOT ELEV.
I _ '0 ; 16+00 w
i I i ~ T AfL fRANSI110N TO ROAD ~ 2 15 CMP X 220.9 ( ) _ ~-°4 STORMDRAIN PIPE
i I I I ~ E SHEET C6 FOR 20 SCALE MATCH EXIST. GROUND I I = ~ ~ ENLARGEMENT X > I I/ 1 I~ ELEVATION. PLACE IN
i ID I~ ~ • • ~ ~ ~ , > EXIST. SCALE LOCATION. ° GUARD RAIL I
~ Q • i o i ~ II I i to ~ I ~ ? ~ ~ X ~ 219.5 -+i2+oo STATIONING
i J I r'~ X ~ F RALEIGH ~ I I f"I- I ~ EXIST. 40 CITY 0 ~ ~
~ ~ ~ ~ 223.2 ~ ? 1 +oo I I -L}' I i X ? 5 SANITARY SEWER EASEMENT i ~ ~ ' I ~ ~ ~ ~ / IW I w , ~ EXIST. SS EASEMENT
I ~ ~ ~ 11 ~ I ? X 22 '
PTACLE ~ ~ I , ASH RECE ' ~ I ~ 14+00 ~ ~ \ PC = 13+06.,9 POINT OF CURVATURE 217.8 ~
I I ~ SUPPLIED BY CITY ~ X i X
~ % I ~ INSTALLED BY ~ _ - 219.1 ~ W - _ ~ ~ , , I I I - L-204.39' ~ , , X ~ ~ 21 PT = 12+54.15 POINT OF TANGENT
i ~ , I ~ ~ CONTRACTOR - ? NOTE: - ~ i i I I~ ~ - -13+00 R=SOO.oo i OETAIL 2 ~ , ~ SEED ALL DISTURBED
/ / i Lli I _ - = ~ ~ ~ I ~ _ - ~ AREAS WITH SPECIFIED EI R G TIN XIS ~ ~ ~ ~ ~ SF -S~ SILT FENCE AY N E R G
I j N81'44'S1'E 12+00 C 3 , ; I ~ / - GROUNDCOVER MIXTURE. /
i I ~ i', 305.62' , - - - TAIL I ~ ~ / 11+00 - SEE DE 6 - _ i ~ ~ ES - ~
~ I ~ I - ~ cts ~ I ~ - - ~
BEGIN STA.~tO~-00~ I I ~ i ~ ~ u
CL OF GARNER I BENCH LOCATION
ROAD ~ I ~ w I ~ ENTRANC -BOLLARD -SEE DETAIL ~ + ~ _
X I SUPPLIED BY CITY c,3 ~ o I X I cn- - ~ ~ 217.9 i
221.9 ( i FED ,~I~STALLED BY _ _ _ 1- - - - - - _ I I / TAIL 5 _ - - N .217.5 I X ~
N 731306.1493 ~ I 24 CSI CONTRACTOR, SEE DE ~ I / C13 ~ j
E 2109363.7528 I I ~ I I ! / ~
_ - I I I~ PROPOSED SIGN ~ ~ X ~ I II I~ IED BY CITY ~ 1 217.8 ~ X ~ 217.1 ~
I I SUPPL I I ~ I I Q I / INSTALLED BY 1 I
CONSTRUCTION I I a ~ I I I I I I CONTRACTOR, SEE D TAIL 1
(11. ~ I ENTRANCE - l I ~ c,3 II 1 I SEE DETAIL $ I I ( I X ~
I I I I I PIPE PARALLEL TO ROAD ~ c,s ~I.J I I I 217.9 ~
I I ~ i ®OLD R/W - I I I I i ? I 1
I I" MATCH EXIST. ,GROUND ~ I i O IIl r ~ c I I ? i EL~E ATION. PLACE IN X I I I I I j I
~ * ~ / EXIS .DITCH LOCATION 217.8 I 1 i
I I 1 L I I ~ I * AND FIECfl,AbJUST.
I I ~ SEE SHEET C6 FOR 20 ~ 17.8 IX I II 0 2 X ( I I ~ SCALE ENLARGEMENT ~
z 219.7 I I I I I ? 217.3 I I I ? I OF THIS AREA FOR ~ 217.3
U I I T D VIEWS. X I I I ~ ~ ~ r ~ • DE AILE / m I I III cur X
I ( I ~ i
m I I I III X X 217.7 i I I I ~ 217.8

0
T FIELD PRIOR TO CONSTRUCTION OF A L CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS.).
1. CONTRACTOR TO VERIFY ACTUAL WETL~~ND BOUNDARY IN HE 8 L
L .WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. BOARDWALK 9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDE DESCRIPTION BY APP REVISION DATE
PROVED MIX. CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPE CAPITAL AREA GREENWAY SYSTEM
2. ALL DISTURBED AREAS TO BE OVERSEE.DED WITH AP DESIGNED JKB
3 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDE .
3. WETLAND LOCATION DELINEATION BY S~~CEC DATED 9/98. / DRAWN RNC RALEIGH, NORTH CAROLINA
TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. 4. CHECKED GLA
3 I !~/1AT1l~AI rtr nmini~ ono ni-rrurc is fiDDpnY1~1~T~ MNITR~('T(1R ~NAI I FIFI (1 VERIFY I ~('ATI(1N Rr
APPROVED JLM
zs J. LVI.H I IVIV V~ r"If IINV 1 VI\ VI Ikii IL.7 Lj ni i iwiminn - vv . nr w
MATCH PIPING TO DITCH CENTERLINE. SUBMITTED JLM PLAN
J Q Z
ALL 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, 50' 25' 0 50' 100' AYES> SEAM> MATTERN & MATTERN,INC. SCALE comm.
LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. J 1 -50 H N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT I w RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS DATE 1"=50' FINAL DESIGN NOT CAROLINA DA 9/2/98 SHEET RALEIGH, NORTH CAROL Cl
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.

\ ~ ~
i OSS' C' X ~ ~ - l \ \ ~ ~ i ~ ~ ~ _
R o ~ p
~ ' F Y CI _ 222 5 X W Tp11. s / ~ ~ i ~ Q
E 1 ~ .l ~ SEED Q ~ ~ - J ~ _ (2)12 CMP 0 / ~ ~ ~ ~ O
- NTRANCE BOLLARD ~ ~ J r 1 MATCH EXIST. GROUND ~ 4. ~ , ~ i / i ~ ~ / ~ ~ \ YO_p
- 27"3 ' R 0.SE{i'SIGN UPPLIED SUPPLIED BY CITY ~ - _ - - ELEV. PLACE IN EXIST. , - ~ / -P~ 5 R ~ INSTALLED B~CONTRACTO~- ~ \ 1 / / \ ~ UQQ ~ / w ~
SWALE LOC , - _ C TY INSTALL D BY ~ ~ -
- R_ ' TR~CTOR - ~ - - ~ 20 ~ I ~ Ct ~ C13 ~ i ~ / ~ ~ ~
' 26+00 'R 20 223. ~ ~ o~~ , / ~ O ~
+0 TRASH RE~EPIACCE \ ~ ~ ~ ~ W / ~
+00 9 ~5 k67 • ~ ~ Sl~'PLIED BY CITY / ~ / ~ , 27 ~ i I~' ~ ° Q I -1 I-
_ ~ X ~ P~ ~ INST LLED BY CONTRACTOR - ~ 28+ 0 ~ ~ \ I / D O V) '
~ ~ ~ ~ 220 8 +oo ~ \ ~ / . I ~ /
~ \ c13 „ J I
E • 3 1 78540 \ N \ I CONSTRUCTION - ~ ° C J i 1~ ~
51.51 I I ~ 5 I ENTRANCE - , ~ \ , I r-- ~ ~ \ I - / \ i Q ~ ~ ~ ~
INSTALL STANDARD TRAIL SEE DETAIL 8 \ ~ - , ~ I I / / I / ~ D ~ ~ ,I I i.
~ DESIGN IN ALL LOCATIONS I cis I / ~ r~ , c
TED. A ~ ' ~ ~ ~ UNLESS OTHERWISE NO I ~ I I~ - _ ~ - - SEE DETAIL 1 I I \ I I I 'I I / , a~. ~
- - A i BENCH LOCATION - ~ c1o sos~ '49"E -SEE DETAIL I I, i ~ ~ 4 I~I - I I ~ '
I 1 I , X \ a . C.
X 158.9 ' ~1 C13 219.9 9+00 I I~ 2 -rr ~ ~ , KEY MAP
218.5 ~ X ~ CLEAR & REMOVE DEB IS I ~ I ~ 220 7 ~ NO SCALE
N(1TE: ~ I ~ i FROM EXIST. CHANNEL ~ \ ; ~ I i SI ED ALL DISTURBED I
FOR POSITIVE DRAINA E. 20.7 I nI~EAS WITH SPECIFIED = PC 9+26.41 ~ , ~
(,IZOUNDCOVER MIXTURE. X ~ X I I
I tilt DETAIL ~ 6 L= 5. 9' ~ 217.4 2
217.9 C19 R=500 00 ~ I; /
0 I h I 2•~ gk5 i ~ / ~
pS ' I~ I X i /
I I 219.6 ~ ~ 214.3 ' 181 / OR EXIST SS MANHOLE
\ M \ - 3 +00 ~ ~ \ ~
1 ~ I I ~ - TRAIL BANK PRIVATE
) ~ ~ ~ i I I~ ~ ~ I
INSTA~.L STANDARD TRAIL ~ ~ ~ I EXISTIf~G GREE WAY I PROPERTY TRAIL CENTERLINE
~ ~ I IN A L A ~ , ~ 222.4 ~ I DES G L LOC TIONS
UN THERWI LES 0 SE NOTED. \ ~ i TRAIL SHOULDER ~
SEE DE AIL 1 1 I ~ X ~ TRAIL ASPHALT
c1o 221.1 ~ ~ S03'32 09 E ~ i 'I , ~ ~ i
b 21 151.44 CROSSWALK
X ~ ~ I
I X -TRAIL PIPING
/ I + 31 00 ~ ~
8~ / PC-31 , X X 218.6 BOARDWALK
_ ~ 217.2 0 ~ ~ ~ ~ \ 1~
1 ~ ~ V ~ ~ ~ 214. ~i ~ 26~ EXIST TOPO
EXISTING TREE TO BE \ 1k ~ SAVED ~ ~ ~ ~ ~ V` ~ / X I 'I _ 260 ,
, X / PROPOSED TOPO
~ ~ ~ ~ 218.5 / I I
5 CMP S42'49'36 \ / " ~ ~ \ ~1 i x259 ~ SPOT ELEV. 213.7
MATC~h XIST. ' L=58.02 t~,0, ~ ~ ~ NOTE: _ - L-3x.04 SEED ALL DISTURB llj GROUND V. R-60.00 _lsooo ~I
PLACE IN EXI T. 32+00 AREAS WITH SPECIFI X ~ X D~ STORMDRAIN PIPE ~ ~ i~
WA ~ ~ ~ ~ GROUNDCOVER MIXTURE. 216.6 S LE LOCATION \ I \ 6.6 ~ ~
_ _ SEE DETAIL s ~ \ X 217.1 ~ ~ ~ c1s A RDWALK GUARD RAIL ~ 1 V R EXISTING CONCRETE BIKE RAMP
~ - -I-- i EPLAND. TO EXIST. SIDEWALKS. 12+0o STATIONING
X S58'56'42'E ~ ~j• A PROXIMATE SEE DETAIL ~
\ 217.2 CLEAR & REMOVE DEBRIS 81.19' ` ` ~ X ~ ~ ~ ~ ~ _ ~ _ FROM EXIST. CHANNELS ~ry ~ ~ \ ` - ~ ~ 2 0.9 '~,REA ~~-.Og- - coo - - - - EXIST. SS EASEMENT
\ FOR POSITIVE DRAINAGE. ~ - ~ ii x~ q ~ ~ n S, ~
~ POSED CROSSWALK PC = 13+06.19 POINT OF CURVATURE
Q 33+(~6 ~ ~ ~ - \ ~ ~ ~ ~ ~ BY E CITY.
L=91.54' 47.62' ~ 5'35~19"~ ~ / ~ 1 Q - ~ L=21.75' ~ R-209.21 ~ i SEE D T IL PT = 12+54.15 POINT OF TANGENT s
216.8 R=1sa.oo ~ . ~ , X 10 - - ~ ~ SF SF SILT FENCE
~ X 214.1
~ - ~OLLARDS , 1
~ ®4' O.C. SEE I ~ ~ 216.3 X X n X13 h DETAIL PROPOSED SIGN SUPPLIED BY ~ ~ THE CITY INSTALLED BY THE
>h h' =29.72 219.4 36+00 _ ~ ~,I ' ~ ' ~ NTRACTOR. T ~ CO
X 217.1 , ~ h o R-so.oo ~ EXISTING GREENWAY ~ ~ \ SEE DETAIL I 4
~ a i .I M 35+00 0 15.0' ~ C13
' I I ENTRANCE BOLLARD SUPPLIED
~ ~ 45 'ova i a Q ~ X " 5 .3 346' '0~4"E I ITY INSTALLED BY I BY C
216.5 ~ ~ 5,3 I ~ I CONTRACTOR.
TRUCK TURN-AROUND 216.6 h' ~ X -SEE DE I ~ ~ ~ ~ SEE DETAIL 5 I ~ ~ ~
AIL 5 BENCH LOCATION - h \ \ SEE DETAIL '7 h' ~ C13 ~ ~ X
c1a 1 \ C13 ~ ' ' 1 \ ~ 213.7 TRASH RECEPTACLE SUPPLIED
216.5 ~ 9 I I ~ BY CITY INSTALLED BY 45I \ ~
\ Q 6~ X x6 ~I CONTRACTOR. I
\ BOARDWALK/ASPHALT ~ ~j6 f ~ ~ SEE DETAIL 2 I ~ / I I / C13
TRAIL TRANSITION. SEE Q ~ 37+00 ' \ DETAIL Q l 1 / i~ ' ~ I , (3)15 CMP
s INSTALL BOARDWALK Ct t L=66.45' ' 214.7 r ~ ~ UT SWALES FOR ~ c x
DESIGN W/ RAILING R=51.36 X 3 ~ ~ ~ ' POSITIVE DRAINAGE I
219.4 BETWEEN STA. 35+87 32,5 \ X AND STA. 38+75. , 3~ 2.53 ~ ~ TO AND AWAY 5 , ~ IGH FROM PIPES. THE CITY OF RALE
216.2 SEE DETAIL P~ \ 1 ~ ~ !i °j WILL NEED TO
c11 ~ I ~ ADDITIONAL ~ , , ~ , v o, ACQUIRE ~ ~ ~ , M ~ ~ Q
NOWT I ~ RIGHT-OF-WAY FOR 1 " ~ 1 s 11 1 S65 59 02 E ~.E 1 R ~ ~ s 1 THIS SECTION OF
X S03'48'0TE 215.8 FOR THIS SECTION OF - i ~ t28.t6 TRAIL.
BOARDWALK USE 6" ! ~1 3~'
PILES ®15 DEPTH OR POSSIBLE STREAM 0~ h X
ALT: F-1 W 9' PINS CROSSING. SEE DETAIL 4 / 38+00 ~00 ~
C19 z X a ~ +00
216.6 NOTES a 1 v
a 1 Q 215,3
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF Q I X 1 ~
J BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. W z BRID L A _ +00 ~ ~ , ' L- .14' S0 25 0 50 100
2. ALL DISTURBED AREAS TO BE OVERSEE:DED WITH APPROVED MIX. (SEE 20 SCALE ,
m PLAN FOR MORE m l• g I •
INFO) & SEE SHEET C7 9 3. WETLAND LOCATION/DELINEATION BY So~CEC DATED 9/98. ~ ~ ~ . }
Q 1 ~ 1 ~ l' ,
X C15 C1 ° 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. 217.1 .a, ' os~ ~ PRO 1. BX
C1 C1 R~, ' ~ : Cl1L ~ L=118.09'
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & 217.2 ~,T ` EXISTIf~G \ ~oo.oo i , 1
MATCH PIPING TO DITCH CENTERLINE. ' X \ POSSIBLE ROCK CHECK DAM. ,~I \ ~I ~ GREENWAY
RAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL ALL SEE DETAIL ~ 6. TOPOG , s / ~ ~ ; ~ REVISION DATE DESCRIPTION BY APP .-CO STRUCTION
TRAIL TO TI 0 - LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. TO TI 0 ~ TRANEE
Ct9 PROPOS DESTF 3 CUL )S DESTRIAN ~ ~ ~ ! \ CAPITAL AREA GREENWAY SYSTEM I _ ~ \ \ ~A ~ DESIGNED GLA
D 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ~ ~ ~
a REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. U DRAWN RNC ~ ~ ~ ~ RALEIGH, NORTH CAROLINA
- NEW CHANNEL
NSIDE AND OUT SEE SPECS.. 8. ALL CMP PIPING SHALL HAVE ASPHALT COATING i ( ) . -~Y CHECKED GLA
3 Fui~TING BOX OTHE~S~~'~ - _ ~LVER~-~-_-~ CITC
7 9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN ~ = ~ - ~ - ~u T~~ i orarlrn~,= - ~ _ .
3 CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. 1 SEE DETAIL , - - - AHHKUVLU ELM JI 1 G
WALNUT
H 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED. - s SUBMITTED JLM I PLAN
_ SAINT AMBROSE 1
EPISCOPAL CHURCH PROPERTY NfINC. SCALE COMM. HAVES, SEAY9 MATTERN & MATTER 1 I RTY i _ -
t ARCHITECTS -ENGINEERS -PLANNERS 1"=50' NO. 7522
w L DESIGN - NOT RELEASED FOR CONSTRUCTION FINA RALEIGH NORTH CAROLINA DATE 9/2/98 SHEET C2

i ~
~ \
G CONCRETE BIKE RAMP ~ \ / / \ , ~
TO EXIST. SIDEWALKS. Q ~ ~ ~ ~ ~
SEE DETAIL ~
~ c1o / / ~ Yip ~ ~ ~ UQ
~ - - , i W Q ~ I w OHO
PROPOSED CROSSWALK BY T E CITY. / ~ ~ ~ z ~ ~ C~ ~
SEEDTIL ~ s ~ ~ ~ ~
10 ~ ' ~ PRI TE Q ~ ~ I t ~ ~ w
j _ \ ~ ~ E RTY PRO / - ~ / ~ o Q
214.1 ' X ~i ~ ~
PROPOSED SIGN SUPPLIED BY ~ ~ ~ ~ i / \ o ~ ° 1 I I
i THE CITY INSTALLED BY THE ~ i ~ i ~
CONTRACTOR. ~ i ~ ~ _ C
SEE DETAIL ~ ~ 4 ~ J ~ i ~ ~ , ~ ~ ~ I I - I
C13 1 ~ ~
\ ~ - ~ / ~ ENTRANCE BOLLARD SUPPLIED i . ~ ~ I 211.7 ~ ~ .r G
i ~ ~ BY CITY INSTALLED BY / ~ / ~ 0 ~ X ~ _ ~ I ~ I ~ o
I CONTRACTOR. ~ \ ~ 211.9 ~ / i ~ 4
~ SEE DETAIL ~ 5 \ ~ ~ /
C13 PRIVATE ~ x ~ o X i / ~ ~ , ~
13, 7 TRASH RECEPTACLE SUPPLIED PROPERTY 212. ~3 EXISTING CP&L 50' ; 21 ~ ~ ~ / ~ - KEY MAP
I BY CITY INSTALLED BY CONTRACTOR. X OVERHEAD POWER ~ NO SCALE / ~
SEE DETAIL 2 EASEMENT /
C13 / 1 / i' I /
~M (3)15° CMP / / ~ /
CUT SWALES FORX 214.7 / / i
POSITIVE DRAINAGE / /
~ TO AND AWAY X FROM PIPES. THE CITY CAF RA1I IGH \ 213.0 X NOTE: ~~5; ~ / ~ oTE: / 1 ~
N ~ WILL NEED TO (2)48 CMP SEED ALL DIST ~ MATCH EXIST.\ 212.7 EED ALL DISTURBED / ~ = ~ ~ ~ / N ~ E / 1
~ ACQUIRE ADDITIONAL AREAS WITH Sf Q ~ RIGHT-OF-WAY I c~R GROUND ELEV. \ p X GROUNDCOVE REAS WITH SPECIFIED ~v, / - / cJ / ROUNDCOVE MIXTURE / , /
/i 6655902E THIS SECTION Of PLACE IN EXIST. 212.5 SEE DETAIL s / EE DETAIL s ~1 /
CHANNEL BURY \ 128.16 TRAIL ~ INSTALL STANDARD TRAIL cr G 1 / L1 / c1s / / ~
,'>>i INVERT \ DESIGN IN ALL LOCATIONS / / \ ~ R / E _
~ \ UNLESS OTHERWISE NOTED. ~ V~ Q / (2)3 CMP MATCH ~ Q i / P _ / 213.9 EXIST. GROUND ELEV.
NOTE: SEE DETAIL ~ / a \ / N ~ / Q / X PLACE 1N EXIST. DITCH
+00 SEED ALL DISTURBED c1o / P C R / BURY INVERT Ci
AREAS WITH SPECIFIED _ ~ / fj Q GROUNDCOVER MIXTURE. \ CLEAR & REMOVE DEBRIS _ f - \ 48+00 / ' 213.3 ~ BENCH LOCATION - / SEE DETAIL ~ ~ - -
15.3 SEE DETAIL FROM XIST.~CHANNECS _ - / 4 ~ X s \ ~ \ ~ / 2 ~ 53+00 rn
~ \ F,OR POSITIVE DRAINAGE. \ L=312.80 / / ~ C 13 ~ 50+00 ~ 51+00 L=32.29'
+00 cis ~ ~ - -ss . / ~ " ~ ~ 0 47+00 ~ 6 59 / ~ , / / ~ =99.87 O II S850 E k
~ - i ~ + / ~ ~ 285.89' \1 o
2 ~
W I °
~ / 1 ~ ~ 4 _ c ~ 45+00 ~ I ~ 4+00 ~-2.,0.01 i rn _ -
o. R=568.20 ~ / i ~ N rn cv L=~ 2.11' -
.4 / o ~ _ ~ 1 ~ i ~-118.09 / + o ~ R=1oo.00 ~ ® IST SS MANHOLE 52+0o OR EX
EXISTING \ R~00.00 `D (2)15 CMP MATCH + ~ ~ X ~ 14.4 N8T03'09"E ~ ~ ~ ,E~1 TI N G _
~ ~ ~=62.88 I ~ , EXIST. GROUND ELEV 1~ ~ _ - - - s8s3' " ~ - ~ ~ TRAIL BANK
• 3 G R E E N WAY \ ~ R=9276.84 _ _ _ _ _ _ - ~ / PLACE IN EXIST. SWALE I~ u - / _ ~ ~ + TRAIL CENTERLINE
~ lip--- ./l 11 - _ ~ \ ~ / _f ~ ~ / 0_ a - - --rte ' _
~ ~ ~ - TRAIL SHOULDER
~ _ - - t0 i EQUA ifY
i ~r- - - ~ , - - - ~ a N TRAIL ASPHALT i ~ ~ ~ ~ _ , ~ . ~ -
- ~ I ~ \ ~ - i ~
NEW CHANNEL - - ~ - - ' - - - - - _ Y _ - CLEAR & REMOVE DEBRIS ~ ~ - - - ~ - - - , ~ ~ ~ ~ ~ CROSSWALK
pm~~ / , (2)15 CMP MATCH FROM EXIST. CHANNEL ~ 217.9 CEARB~ ~ X L - - -
_ - _ _ ~ -j ~ i EXIST. GROUND ELEV. _ FOR POSITIVE DRAINAGE _ SILT FENCE LOCATION. _ - _ _ ~ / _ _ ~ ~ ~ - ~ DFS~S-- TRAIL PIPING ~ ~ - -
1 - - ~ / PLACE IN EXIST. SWALE - ~ _ _ / \ SEE DETAIL 1 / , INSTALL STAND D TRAIL ~ FROM EXIST.
11 19 / / / ~ ' ~ DESTG N ALL L06STIDNS~ ' , CHANNELS FOR BOARDWALK ~ ~ ~
\ / / / - 1 - - 1~~ ~ ~ / ~ ~ UNLESS 0 ERWISE NOTED. / POSITIVE I ~ SEE DETAIL ~ / ADRAINAGE• zF~~r-- EXIST TOPO
~ / / 1 i ~ ~ / ~ ~ i.
~1 ~ ~ - ~ 260 - ~ PROPOSED TOPO
/ / ~ ~ ~ ~ ~ \
~ ~ ~ ~ PRIVATE / ~ ~ ~ ~ ~ \ _ - SPOT ELEV. ~ = ~
2 6.5 ~ / I ~ X TY / PROPER ~ i 212.5 1 ~ 1 ~ i
/ - - ~ D--4 STORMDRAIN PIPE
/ ~ / ~ 212.4 , ~ / 1 ~ ~ ~ / /
i ~ ~ ~ " " GUARD RAIL
~ .
~ ~ --lie+oo STATIONING
~ i ~ ~ - - - - EXIST. SS EASEMENT
1 _ _ ~ 1 -
1 ~ 1 1 X 211.3 PC = 13+06.19 POINT OF CURVATURE
1 - ~ X ~ ~ - - - / X 211.
~ ~ V ~ ~ 213.3 ~ 1 1 ~ ~ x PT = 12+54.15 POINT OF TANGENT
~ \ 21 1.9
\ SF - SF- SILT FENCE
1 1 1 X
i 211.3
212.2 2.2
212.3 X C
X X
a 211.3
211.4 4
z
of rn
V
m :v
cv n
of 0
NTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS. . 1. CO
BOARDWALK. WETLAND LOCATION WILL. DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN D IN REVISION DATE DESCRIPTION BY ,APP
2. ALL DISTURBED AREAS TO BE OVERSI_EDED WITH APPROVED MIX. CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR,
CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 LOCATION DELINEATION BY S&EC DATED 9 98. 10. ON ALL CMP PIPING, BURY INVERTS AS NEE 3. WETLAND / /
DRAWN RNC RALEIGH, NORTH CAROLJNA
4. TOPOGRAPHIC & GREENWAY IPlFORMA~fION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98.
CHECKED GLA
F PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & 3 5. LOCATION 0
ennonvrn 11 a 1 r
MATCH PIPING TO DITCH (;tNItKLINt. YLfVl wo f`
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL
LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100' n_50 AM MATTERN & MATTERN,INC. SCALE COMM.
1 JLM PLAN FEE
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 p=50 TS - ENGINEERS PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. DESIGN NO N0. 7522 T RELEASED FOR CONSTRUCTION FINAL LOTTE, NORTH CAROLINA DATE 9/2/98 SHEET C3

' 65+00 ' ~ ~ \ r' ~ / / % ~ \ / \
I X ~ ~ I ~ / / i l ~i , ~ / ~ ~ /
~ i~ / 1 N E: i ~ i / /r ' Q % 219.4 O
I / / , S E ALL DIS ~Eb~ % i / ~ Q! tr
ARASW HS _ / X i YLY_p ' ~ w U4Q
L=362. GROUND OVER I ~ , / ; X w w OHO
R-5o .oo~ SEE DE AIL ~ ~ / / 218.7 l z ~ ~ Cfi ~ X ~ 1-
I I ~ ~ / ~ , 221.6 Q ~
~ ~ / / ~ ~ ~ / ~ I ~ O w
64+00 ~ ~ / ~ ~ I I ~ ~ ~ ~
i ~ / I ~ ~ ~ / ~ / ~ o Q J H
~ 1 ~ ~ X BOARD ALK ASP ALT i i / / / k! / / 216.4 (n °
TRAIL ANSITION. SEA i 2 LLAR ~ ~ / / \ / ~ ~
' ~ DETAIL ~ • ~i ®J4; O.C EE ~ I / 6 ; 1 ~ - ~ ~ C
i D TAIL / ~ ~ ~ / C11 ~ / V 1 a
/ i / i C13 ~ / ~ / \ X 222.4 X - ~ a a s ~ 220.9 ~ ~
i 1 I ~ ~ I j~~ ~ _ ~ y G
//V ~ I 1~~ a - L1 , _ ,
~ / i ~ / ~ i ~ I i i / o l 4
~ I / ~ BO DWALK VER iii ~ ~ \ / ~ X / . ~ .
/ 63+00 ~ ~ ~ / (STING LAND ~.5 ~ ~ ~ ,E~X r / ~ 10.5 , I. , / ~ 220.6 c ~ o . ~
~ \ / WITHIN SEMENT. ~ f ~ ~ i ~ ~ ~ l ~ ~I~ t ~ ~ KEY MAP ~ ~,.y
AP OXIMATE IZE~ ~ 1 ~ \ i ~ I iIS .08 AC ! ~ I \ / ~ SCALE. \ ~
~ ~ ~ ~ i
~ ~ i
CTION F' INSTA L BOARDWAL ~ i ~ i FO THIS I ~ f3E ~ ~ z ~ ~ ~D SIGN' W 0 RAILIN ~ I ~ ~ ~ ~ ~ 1 i 1 / ~,i /
ARDy~ALK USE 6 ; I ~ BET EN STA. 61+ 1 ILE ~ 15/DEP '6R 75. PC = 6 46 6 ~ ! I ~ ~
AND TA. 63+ i~ I ALT. F-1 W/ 9 PINS SEE ETAIL ~ ~ ~ ~
3 ~ Ii ~ x ~ ~ I ~ I i
~ ~ C11 ~ ~ ~ ~I~'I' ~ I l 215 8 I I ~
207.5 f I, ~ ~ 14.2 ~ \
~ X I ~ \ I.
I ~ BOA DWALK ASPHA T ~ ~ ~ I I ~ I / ~ \ ~AI TRANSITION. EE NO 8" ~ ~ OR ® EXIST SS MANHOLE
~ ~ \ i, ( I I CI~NOP I ~ ~ A DERAIL 22.2 i ~ \ ~ - - - ~ ~ - TRAIL BANK
i i ~I I ~ 1 ~
~ v ~ 1 \ ~ B DS \ ~ , ~ TRAIL CENTERLINE
\ ~ !4 EE 1 ~ \ ~ ~ ,
~ ~ 18" CMM~? MATCH I NAIL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , v ~ ~ ~ - - - TRAIL SHOULDER A
EXI T. GRO D ELEV. 3 , ~ ~ f \ \ ~ - - TRAIL ASPHALT
PLAC IN EX T. , \ \ 1 \ SWALE ~
~ ~ CLEAR & OVE DEBRIS \ ~ \ ~ E ~ ~ 1+00 .G
\ ~ M EXI~r NNELS \ ~ F FRO , . CHA ; / \ \ i ~ ~ SSWALK CRO
\ ~ l ~ FOR POST TIVE DRAINAGE. l ~ T UCK RN-ARO~ND ~ ~I ~ \ ~ ~ 1 r- ~ / ~ X
~ ~ ~ 1 I ~ ~ \ ~ S DETAI ~ ~ ~ I ~ ~ / 5 , ~ / ~ ~ 219.5 -TRAIL PIPING
v I,~ r ~ ~ / ~ coo i I, + i - - - - ~ BOARDWALK
\ ~ ~ ~ / / ~ V~
\ I / Q ~ ~ / \ C~ j~ X / ~ -75o- - - EXIST TOPO
IN TALL STANDAR TRAIL ~ ! 215.6
~ ~ D IGN IN LL LOC TIONS z Z / ~ ~ / / / ~ ~ ° PROPOSED TOPO
\ \ ! UN ESS 0 ERWISE OTED. ~ ~ f- W I / / ~ TAI ~ W ~ ~ - / SE DE L PT - 60+ ~ - ~ ~
10 X .X XzSg ~ SPOT ELEV. 218.7
I so+oo ~ ~ / / 218.8 ~ ~ W ~ / / 8 X
/ ~ II ~ / ~ V L 71.10 E I / D~ STORMDRAIN PIPE
I _ ~ ~ A / V ~ r2-1 3.11 ~ ~ ~ / ~ X ~ I ~ / ~ ~ ° ° GUARD RAIL
II ~ ~ p ~ ~ ~ / ~ ~ 2 1.4 ~ / 1, /
~ ~ ~ K ~ ~ ~ ~ / ~ \ ~ ~ / 12+00 STATIONING
~ A ~ / ~ i ~ _ - - 217.5
/ ~ ~ - X - - - - EXIST. SS EASEMENT
X ~ ~ / ' I ~ ~ ~
221.0 ~ ~ \ i %l~ ~ , ~ ~ ~ ' 5900 ! i r ~ ~ / - Pc = is+os.~s POINT OF CURVATURE i
w TE ~ - - - ; - I ~ PT = 12+54.5 POINT OF TANGENT
E R I Y / N44'23 E ~ ~ ~ ~ ~ - - v - - FENCE
/ i 13.0 ~ \ SF SF SILT
~ / - _
~ _ ~ \ / ~ \ ~
I / / / ~ - - ~ \ ~ \ ~ ~ - - R
/ - ~ L- ~ ~ I P ~ X20. / ~ ~ ~
/ N \ ~
~ ~ / d ~ 8+0o s x / ~ R / / P / x 213,5 / _ - \ ~
G 3 / ~ I ~ / 224.0 ~ '°C,~ s. ! / i ~ ~~~vv~ / ,5 X ~ ~ A~~~ \ \ NOTES
x / ~ ~ , ' \ \ ~ / 14. ~ ~ ~ - - / ~ TON OF
\ ~ ~ / r 211. / i / ~ v~ - \ \ 1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUC I
/ ~ / ~ ADD SIDE ITCH ETWE N ST . ~ ~ i / NOTE. ~ ~ / ~ ~ r' r / I - _ / BOARDWALK. WETLAND LOCATION WILL DETERbIiNE BOARDWALKS STARLING/STOPPING LOCATION.
/ i ~ ~ 56 00 A D STd. 5910 AI~NG ~ ~ SEED L DI U BED / 1 / I ~ ~ ~
/ W1 CIFIED TR IL 0 UP LL SI E WI 6 ~ AREA / CTION ~ETWEEN TRAM SE ~ i / 't' / ~ ~ ~ ~ i ~ 2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. i
i ~ AN STA. GR ~DCO , R MIXTURE. ~ C OSS RAINS EV RY 0 0. . ~ ~ STA. 56+00 ~ ~ ~ ~ / ~ ~ ~ / 59+ 0 WILL NE D TO BE SE ETA ~ M1N. E, ACT LOCATION TO ~E ~ ~ Y S&EC DATED 9 98. 3. WETLAND LOCATION/DELINEATION B /
1 s / / ~ / H.P , ~ ~ A~~ DETERMINED IN THE ELD. ~ / ~ CUT~~~ INTO THE ILL WITH 1s ~ ~ ,
.y i 1 ~ DETAIL \ BANK ON THE LEFT SIDE SEE 4 ~ / GRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. 4. TOPO
1 / / - ~ / ~ coo
1 ~ ~ ~ - ? V ~ / ~ - - - - - - / ~ ~ - 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
/ ~ 1 I / ~ ~ ,I I MATCH PIPING TO DITCH CENTERLINE.
~ - - - - - - i , ~ / \ ~ ! 2 8.78' 'r
SIL FEN~GE LOCATION. ~ ~ - _ ~ r 1 MAP CENTERLINE / ~ r i ~ ~ / 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL
SEE. ETAIL , I 1 A ~ WALNUT CREEK FROM ~ ~ ~ / ~ v / / LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED.
v ~ / ~ 1 OM 1988 PG. Y042 / \ ~ /
~ ~ ~ ~ ~ i , r \ \ ! ~ / r' i \ ~ ~ 56+00 ~ l I , ~ 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
_ ~ ~ r P MATCH , ~ 1 2 3 CM ~fiHE CITI'' OF'~RALE~ ,I / O / / / r
EXIST. GROUND ELEV. I L~I D TO - ~ ~ ~ ~ ' ~ W L EE / ~ / / ALL CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS.). 8.
EXIST. DITCH ~ VA / / ~ V ~ ~ z PLACE 1~1 TIO L I / ~ AC UIRE DI ~ ~ ~ a Q n - ~ ~ i l ~ / BURY INVEST - i=- FO `
RIGHT 0. AY ~ ~ ~ i ~ V _ Q ~ s l ~ / -THIS-SEC:TION~F x ~ j \ ~ ~ i % ~ A 9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN
U \ 1 !ll l l l l ' 53+00 rn ~ ~ ~ ~ ; TRAIL. + , A CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR,
, ~ / ~ ~ \ rn ~ , \ \ 55+00 ~ -o V a / I ~ T ~ ~ ~ ~ i ~ E UALITY OIN
w = Q / s ~ L 32.2 z ~ _ / / \ _ 55+59.21 - _ 87 - i 99. 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED.
O II oo 54+00 \ r t 55+6,80 , ~ 1 / ~ I m o ~ / ~ P
I I 266.1
~ ~ I I ~ I TE: a / ~ I I / ~I ~ I 1 X
I AN y I RE-STAY( I 1 1 / ~ ` I I / I I I I I I m ~ ~ RE-ALIGN TRAIL FOR PIE I
i I I II OSSING L CR ~ I
l I 1 I I. 14.4 1 ~ L 2 I t ~
~ ) - \ 1 _ I 106.23 R 30.00 I L 1 I i 8T03 09 E - i l ~ I I ~ ,
~ ~ R=135.00 ~ ~ ~ I , ~ I I \ l 68.63 i ~ ~ ' ~ I ~ I~ / I ~ I I REVISION DATE DESCRIPTION BY ~ APP
~ BRIDGE LOCATION & II ~ ~ I ~ O _ / ~ i ~ / - SSING SEWER CRO I
to _ i SHEET ~ ~ CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
~ _ _ C14 I - ~ i \ ~ I _ _ / 1 3 I I ~ 1
~ t X I I EQUA T1~Y / - 2146 - _ ~ ~ i ~ / ~ - ~ ~ I ~ - ~ ~ ~ DRAWN RNC RALEIGH, NORTH CAROLINA
IN - ~ o - a , ~ ~RQ- - - ~ i ~ -TRAIL-DES( WI _ ~ ~
i~ I ~ I SUB-S - NAG EN ~ ~ ~ CHECKED GLA
5 WITH f _ ~ i l I I 1 I i i
2 ~ _ - _ _ - _ -_.._g.~gINIMUM OF 5 DRAINS. ~ \ , ~ I eopRnv~n .u u
'-CLEAR &I-- -SEQ.... 216.1
RE-MOVE DEB 244.8 50' 25' 0 50' 100'
FROM EXIST. SUBMITTED JLM PLAN X 1"=50t
z ~ CHANNELS FOR 216.9 _ i EXISTING 12"~1~8VE= _ I POSITIVE
RA SE_TRAIL ELEV. FOR GROUND SEWER LINE. ~ ~ \DRAINAGE. 0 FEET ~ITH SIDE OF --EX-ACT-LOCATION OF PIPE AY, MATTERN & MATTERN,INC. SCALE comm. H AYES, SE 1 "=50' NO. 7522
BRIDGE CROSSING FOR - TO BE FIELD -b'€RIFI€D-BY ARCHITECTS -ENGINEERS -PLANNERS
w _ `r' SEWER LINE CONTRACTOR. LEASED FOR CONSTRUCTION DATE SHEET FINAL DESIGN NOT RE RTH CAROLINA 9/2/98 C4 RALEIGH, NO

/ , i ~ _ o _ ~ ~ Q
/ ~ \ f, TRA I TO
209.8 ~ / ~ p ~ kl TIN SI E - ~ ~ ~ E ~ ~
X ~ , ~ ~ ~ Y ~ W LK, ETAIL e ~ F- ~ i W UQQ
~ , ~ E TR CE OLL ~E OLL l c1o ~ W ~ O w p
~ ~JPP IED B CITY / / D B CITY ' ~ ~ C1 ~ .I~ ' Z _ ~ X
NST LLFtts BY CONT~ tts BY CONT ACTOR, ~ ~ I ~ 210.2 ~ to ~1 4 N1 8'2 t \
SE DE AIL 5 AIL ? ~ 1 Q 5 ~ 3.7 ~ ' C~ W
/ ~ C13 I C13 ~ ~ ~ t 1
~ / ~ / / 222.6 ~ ~ ' ~ ~ ~ Q 222.6 ~ ~ ~ SEE S EET C8 FOR 20 E- J o
ONS~'RUCTION TRA / i 1 1 NT 1CTION TRANCE L=239t~ ~ SCALE ENLARGEME p
~ EE DETAIL - ~ , I AREA FOR AIL ~ R-1 .00 ' OF TH
cts SIGN DETAILE VIE ~ ~ c1s J PROPOSED - a ~
4 23 t ` S 2 5 SUPPLIED BY CI Y X na,32 ~ / ~ , ~ t
- INSTALLED BY r _ ~ 1 ~ a 1 1 - ~
~ I _ - ~c \ , - ~ INS`FAL CONTRACTOR 212.1 ~ ~i ~ DARD TR AIL I ~ ~ ~ INSTAL-E-SIAN_ _ ~ ~ ~ ~€E DET 4 ~ ~ a ~
1,; ~ - ~ -DESIGN IN - ~ -BEStGN IN ALL LOCATIONS ~ ~ c13 ~1 ~ ~
~ ~ ~ L NLESS C 1 ~ U - ~ UNLESS OTF#ERYVLSE NOTED. ~ TRASH REC PTACLE 0 4 ~ _
/ ~E~DETA ~ / ~E~DETAIL 1 ~ ` ; ~ SUPPLIED BY CITY \ ` 1 . C
~ o INSTALLED B~ a ~ 1 \ 0 DWALK/ASPH LT ~ ~ ~ . ~ ~
NOTE: \ ` CONTRACTOR I TRANSITION. EE ~ _ KEY MAP ~ SEE DETAIL z SCALE:
ION OF B6 WALK OVER / ~ FOR THIS SECT ARp \ ~ ID T L 6 , 13
BOARDWALK USE ONLY EXISTING'WETL/+~i~D \ INSTALL BOARDWALK g"~n PILES 15' DEPTH WITHIN EAS~tENT. t I \ \ ~ ~ J i _ ~ 1 ~
OVER-LOOK WITH RAILINGS IN APPROXIMATE SIZE
THIS LOCATION. APPROX. 74' BOARDWALK WITH IS .23 ACRES. f ~ , ~ ~
X SEE DETAIL t RAILING TO SPAN OVER V \~1
ct t EXISTING DITCH AT THIS X 209.8 210.1 - - ~ '18 21 E I - - 7.2 N82 3 \ 1 „ ~ 1 - - N85'43 4 R=8 . ~ \ ` 44.75 ~ % - = _
LOCATION L=34.58' .4.58' 80 ~ ~ -
209.8 R=tto.oo 210. 10.00 210. 77+0 ~ / EXIST. 00 ~ 76+ BOX
INSTALL BOARDWALK ~ , 1 ~ ~ CULVERT,., -
Nst; 2o'4o°w DESIGN W/ RAILING ~ ~ PRIVATE 79.27' BETWEEN STA. 69+66 t _ • / ~
PROPERTY AND STA. 74+94. 5+00 E fSTA.
~ SEE DETAIL t 1 ~ _ ~ +52.32 % fn ~
c~ + ; ~ SF / ~ ~ f
~ I ~ 74+00 , ~ ~ 73 F 00 .0 I~ X i 2) OLLARDS ~
- N8 ~ 1 SF N TOAD'-~ 7 ~ 4 0. C. SEE u - ~
r 46.02' 1 J ~ TAIL + _ - ~ ~ ~ /
~ c13 ~ PROPOSED TRAIL TO TIE
- 4 ' L-60. 7' ~ p0 , / INTO EXIST. ~ OF ~ ~ v IAN CULVERT. N ~ ~ PEDESTR
CITY OF RALEIGH R=10 .00 ~ 96.20 211.2 72+00 ~ ~ ~ ~ / / CATION ~ (SEE 20 SCALE PLAN OR
GREENWAY PROPERLY 1 ~ _ X 11 . L 32.26 BOUNDARY TYP. ~ R=126.30 / 'BENCH 10 I>ETAIL ~ MORE INFORMATION) FI LD ~ ® EXIST SS MANHOLE -SEE 1 ~ OR
? i ~ ADJUST IF NECESSARY, / ~ c13 ~
X A II / / / 211.2 ~ , ~ / r''~,- ~ ~ SEE SHEET - ~ ~ - TRAIL BANK ~ _ C8 I
rJ . ~ / - - - - _ ~ TRAIL CENTERLINE
~ ~ - - _ ~ I
1.1 212.4 ~ ~ ~ 21 71+00 w - ' , IL SHOULDER ~ i TRA
~ ~ ~ -SECT FENCE LOCAT~ON~ i~ AT~OPY i~ 1
_ i i SEE DETAIi~ ~ \ TRAIL ASPHALT
/ / 19 ~
~ i 211. ~ / FIELD ADJUST T AND CROSSWALK 1 TANGEN
~ / ~ N51'29'02" G / ' i / 1 RADII TO MEET ~
304.4 wA~ / ~ - ~ i IST. CULVERT TRAIL PIPING EX
~i 70+0 ~ ~ ~ ~ i i P / 211.2 V~ ~ / / NNECTION I CO
/ ~ ~ INSTALL BOARDWALK RDWALK X ! BOARDWALK BOA 217.1
~ ~ " / ; ~ DESIGN WITHOUT RAiI INSTALL STANDARD TRAIL / ~ / / ~ BETWEEN STA. 74+9~ WITHOUT RAILINGS N STA. 74+94 ~ ~ EXIST TOPO
DESIGN IN ALL LOCATIONS - / r ~ - 217.7 X AND STA. 76+54 0 A. 76+54 ~
UNLESS OTHERWISE NOTED. % / / ~ i IL / / j SEE DETA 3 TAIL 3 _ _ - _ ~ PROPOSED TOPO
/ ~ / SEE DETAIL t ~ / i / 217.9 ct t ~ ~ ~ i c ~ ~
X cto / OA L~(/ ALT - _ ~ 1 ~ 9.~ SPOT ELEV. ~ Xz5 ~
211,2 ~ 69+0 TR ~ ITION;,SF~ ~ / NOTE: NQ~:
_ / % ~ ACTUAL END OF TRUCK TURIJ ARt l ND p AFL /i~~ VERIFY FOR THIS SECTION 0 ECTION OF I f}----~ STORMDRAIN PIPE Is s ~
SEE DETAIL / / 5 ~ WETLAND LOCATION PRIOR TO 5 2 B LLARD / BOARDWALK USE 6" i ctt TRUCTION OF BOARDWALK. , NALK USE 6"
cto ~ O.C. CONS PILES ®15 DEPTH i / OCATION WILL ~ / / WETLAND L ~ F-1 W 9' Bi~J " ° GUARD RAIL ~ 15 DEPTH 0~R X
DERAIL ~ - NE BOARDWALKS ~ ALT. / ..L ~ MI L=120.5 ' ~ ffi, / , ~ ~D1;TER -1 w 9' Pt~s 219.0 - - -lie+oo STATIONING
R=10o . o ~ ~ ~ 13 ~i ~ _ - ~ STARITNG/ST~PPIh kBCA-TIQI~l=__ A x / / ~ ~ /
/ i / ' / ~ _ _ _ _ SS EASEMENT EXIST.
68+00 / 211.1
~ j / ~ X / i RE PC = 13+06.19 POINT OF CURVATU p
" ATCH / Q' / / (2)36 CMP M ~ / / NOTE: ~ ~ ~
~ ~ / / EXIST. GROUND ELEV. ~ ~ ~ RED - - / C~ , / SEE[) ALL DISTU B PT = 12+54.15 POINT OF TANGENT ~ ~ _ /
ITCH A ~ ~ ~ PLACE IN EXIST. D l~ / ~ ~ ~ 'C~ / AREAS WITH SPECIFIED ~ SG /ii ~L PRIVATE - ~ ~
BURY INVERT ~ , ~ ~ ~ ~ ; / GROUNDCOVER MIXTURE RTY N44'34' E ~ \ / PROPE ~ - ~ SF - SF- SILT FENCE i ~ =RTY _T 1
~ / I t7 . s' ~ X ~ SEE DETA L s / 217.6 ~ - V L
67+00 i ~ ~ / / - ~ /
/ . _ ~ ~ / ~ /
/ ~ ~ ~ / i
~ / A ~ / i ~ T / / \ ~
/ ~ ~ ~ , ~ ~
s / / / x / / _ _
~ ~
66+00 ' ~ / ' / / ~ 214.1 / / i J X 221.8
~ ~ ~ ~ / 221.5 ~ / DEBRIS / CLEAR & REM,~VE ~ / X X
/ P / / / FROM EXIST. CHANNELS FOR X i
/ IN T LL T.A~ND D TRAfiC POSITIVE D AINAGE. / /
OC Ol~t~ / D SIGN ,4 L A~ ~ / ~ ~
RWIS N~T)E(S. ~ / ~NLE 0 ~ / /
SEE ~T / / ~ t~ / , /
/ to; X 221.6 / ~ r / / / f
' i + 0 ~ / i / / / 65 0
z / a ~ ~ / ~ ~ / X
a ~ ~ l Q / / 219.4 222.9
N / / 1 X E ALL DIS I E / /
Q w ~ AR AS H S / - - -
z / L=362. OUND OVER IX RE. ; X
_ ~ ' R-5o .oo/ SEE DE AIL ~ 218.7 X 223.0
t ~ ~ 221.6
/ / ~
m
° ES OT N G INSIDE AND OUT SEE SPECS.). LT COATIN
R TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE ASPHA ACTUAL WETLAND BOUNDARY IN THE FIELD PRIO DESCRIPTION BY APP REVISION DATE
1. CONTRACTOR TO VERIFY TERMINE BOARDWALKS STARTING/STOPPING LOCATION. L MEASURES AS NEEDED IN .D IN Y SYSTEM
WALK. WETLAND LOCATION WILL DE PROVIDE SILT FENCING AND EROSION CONTRO BOARD 9. CONTRACTOR SHALL AL AREA GREENWA CAPIT DESIGNED GLA
ECTED BY THE EROSION CONTROL INSPECTOR. CERTAIN AREAS OR AS DIR EAS TO BE OVERSEEDED WITH APPROVED MIX.
2. ALL DISTURBED AR DRAWN RNC RALEIGH, NORTH CAROLINA
ON ALL CMP PIPING, BURY INVERTS AS NEEDED. 3 10.
ELINEATION BY .~&EC DATED 9/98. 3. WETLAND LOCATION/D CHECKED GLA
N PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. POGRAPHIG &GREENWAY INFORMATIO 4. TO APPROVED JLM

3 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION VLAN
~ SUBMITTE
3 MATCH PIPING TO DITCH CENTERLINE. 0 25' 0 50' 100' SCALE comm.
a 1"=50' 50 D JLM , HAYES, SEAY MATTERN & MATTERN,INC. »_50 No. 7522 1 -
z . TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, A H ARCHI RALEIGH, NORTH FINAL DESIGN NOT RELEASED F TECTS - ENGINEERS - PLANNERS
LOCATIONS AND FEATURES SHOULD BE: FIELD VERIFIED. OR CONSTRUCTION CAROLINA DATE 92/98 SHEET C5
PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT I w 7. SAVE ALL PROMINENT EXISTING TREES
H REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.

D
~ i ~ ,n
~ ~
I~~~ I ~
~ ~ ~ w U Q Q w
z ~ ~o~
~ ~ ~ ~
~ / w
~ I ~ I ~ o a
~ O N
~ X
i / _ _ ~
~ ~ ~ ~ : 5 . t
~ , , ~I I I ( 0 2 3.2
/ ~ I 0 ~ ~ a
i j ~ ~ Q ~i Q ~ .C /
~ % O w. ~ KEY MAP
/ % - % % / I I I ~ ~EXISTWG G~ N ~ ~ ~ NG GREENWAY~ X 221.1 ~ NO SCALE q
LEGEND
/ ~ / I I I W ' , ' EX~ i EXISTING 40_SANITAKY SEWER EASEMENT
- - ~ OR m EXIST SS MANHOLE
j / / I I ~ I ~ ! _ ~ TRASH RECEPTACLE iACLE - - TRAIL BANK
~ - SUPPLIED BY CITY CITY 13+00
/ ~ INSTALLED BY - TRAIL CENTERLINE
~ / / ~ li I'~ Q / CONTRACTOR, / ~ / ~ ~ ~ r~ ES SEE DETAIL 2 TRAIL SHOULDER
/ / I I, I ~J I V. 221 C73 ci3 ~Z+~~~ ~ ~ - - - ~ TRAIL ASPHALT
- n
~ i / ~ ~ I ~ I ~i 42LF, ar_n=e ~ ~ ~ ~ 24" RCP 305.62'
305.62' - ~ Q ~ Q ~ ~ Q CROSSWALK j
/ / ~ ~ I `t`om III I 1+00 - i - ~ - - + TRAIL PIPING
car ~ BOARDWALK
/
n' -Sao---- EXIST TOPO
BENCH LOCAIIt>N
BEGIN STA. 10+ 0 ~ ~ I ~ v ANCE BOLLARD / i -SEE DETAIL ~ Z~
CL OF GARNQR SUP LIED BY CITY ci3 PROPOSED TOPO
ROAD I I,- i I TALLED BY xzs9 ~ SPOT ELEV.
X 221 ~T ~ ONTRACTOR, SEE DETAIL ct3
~ - d-a STORMDRAIN PIPE
N 31 06.1 93 " ' GUARD RAIL
E 109 63. 528' ~ F S ~
--biz+oo STATIONING
I W .220.
PROPOSED SIGN - - - - EXIST. SS EASEMENT
ST UC ION SUPPLIED BY CITY
ENTRA CE INSTALLED BY 4 PC = 73+06.19 POINT OF CURVATURE
_ SE~ D TAIL e " ~ I CONTRACTOR. SEE DETAIL c~3
~~cis ~ ~.i /EXISTING GREENWAY~ PT = 12+51.15 POINT OF TANGENT '
\ I PIPE PARALLEL TO ROAD SF - SF- SILT FENCE
I ~ ~ OLD R/W -
~ MATCH EXIST. GROUND
I ~ I ELEVATION. PLACE IN /
I ~ I EXIST. DITCH LOCATION
AND FIELD ADJUST.
i
~ ~
~ , , i
o ~ X 217.8
o
~ ~ /
I
,
X 219.7 I ~ ~ ~ i
II ~ I I i
II 'I
- ~ i
~ ~ ~ ~ i 217.8
I ~ I ~ ~ ~ X 217.8
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT (SEE SPECS.).
° BOARDWALK. WETLAND LOCATION WII_~ DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. IN
9. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDED IN REVISION DATE DESCRIPTION 8Y AFP
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. CERTAIN AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR.
N DESIGNED cv~ CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED. WAWUT CREEK TRAIL
DRAWN RNC RALEIGH, NORTH CAROLJNA
4. TOPOGRAPHIC & GREENWAY INFORM,4TION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98.
`~7 CHECKED^ GLA
3 5. LOCATION OF PIPING_fOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
FNi eRr.FUFN-r
MATCH PIPING IU ul lc:ri I:tN ItKLINt.
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL
Lj- LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. 20' 10' 0 20' 40' SUBMITTED JLM I PLAN
1 -20HAYES, SEAM MATTERN & MATTERN,INC. SCALE comm. , 1"=20 NO. 7522
7. SAVE ALL PROMINENT EXISTING TREf_S PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. - RELEASED FOR CONSTRUCTION DATE FINAL DESIGN NOT SHEET RALEIGH, NORTH C CAROLINA 9/2/98 C6

i
~ i l ~ I I I ~ ,I ~ C CE T BI R MP p C C E
1 I ~ I I ,
I I T XS i 1 t l ~ 1 i T X S . 51 WA KS. Q 4 r 0
! ~ ~ ~ ~ 1 SEE DET I ~ I f ~ I ~ SEE DETAIL i ~ ~ ~ F- Y D! ~
I IIt ~ I I I I c1o I ~ w UQQ
II ~ ~ I I I II ~ ~ I I I ~ I w w OHO Z ~ 0! C~ D!
I i ~ i I ~ i ~ I PR I it ~ I PROPOSED CROSSWALK I ~ ~
I I I (f ~ I I I BY ~ ~ 11 ~ 1 1 BY THE CITY. Q
I ~ ~ I SE TAIL U w SEE DE s t~
i l l i I I~~ ~ ~ p Q . C10 J ~
~ l III l 1 1 1 f I -1 (n
1 I 1 ~ 1 1~ ~ I ~ i, 1 ( 1 i I ~ ~ D SIGN SUPPLIED BY O PROPOSE I THE
2 .3 ' ' t I I ~ I i ' THE CITY INSTALLED BY , . ~ I ~ ~ a
I ~ ~ t I I I I CONTRACTOR. _
1 I I I I t I I ~ ~ SE E_ DETAIL 4 , , t
Y I ~ I I J I I C13 G r
t i 1 i I ~ I 1 ~ 1 I 1 3 ~ ~ ~ ~ a I ~ i 1 i
~ ~ 1 1 1 ~ I 1 1 w ~ 1 ' ~ ENTRANCE BOLLARD SUPPLIED i ~ o ~ 4
1 I o f t 1 ~ BY CITY INSTALLED BY . ~ ~ ~
I 1 ~ ' , ~ 1 1 ~ ~ ~ ~ i i ~ , CONTRACTOR ~ a - -c ~
1 ~ I I !2 1 ~ I ~ ~ ~ ~ . , ~ 5 ~ KEY MAP
~ 1 1 1 1 ~ - ALE ,i ~ c13 NO SC
1 A \ 1 1 ~ II I ~
~ 1 \ 1 ~ 1. I ~~I ~ ~ TRASH RECEPTACLE SUPPLIED
1 1 1 1 Y 1,~~1 1 1 J ~ Y ' BY CITY INSTALLED B
1 Q 1 ',I INSTALL BOARDWALK BR DG 24.54 I I ~ CONTRACTOR
1 ~ 1 1 1 1 NOTE: DESIGN W RAILING AB TM T 1 ~ x 4.48 / ~ x 1~ ~
1 1 .3 0 FOR THIS SECTION OF BETWEEN STA. 35+87 1 1223 1 212 17.4 x Y16.80 U7 SEE DETAIL 2 x 275.47 C 13
n ~ 1 ~ ff
BOARDWALK USE 6 AND STA. 38+75. 1 2, , H~s,.4, 1 r i x x (3)15 CMP
~ 15 DEPTH OR SEE DETAIL ~ _ _ _ _ x 2,6.42 ` ,a.2n 1 cn PILES , _ ~ 1 1 CUT SWALES FOR
ALT: F-1 W/ 9 PINS ~ , w 1 1 ~ 1 1 POSITIVE DRAINAGE ~ ~ ! ~ ~ OR m EXIST SS MANHOLE
~ ~ x218 1i 1 x 4.92 ~ ~ , 0 AND AWAY ' i THE CITY OF RALEIGH 2 48" CMP
~ 1 I I 4.95 ~ ~ 1 ~C1 2x2 88 PIPES. ~ ) ROM ANK WILL NEED TO CH EXIST. TRAIL B MAT
POSSIBLE STREAM x 2, za 2 66 1223176 3.6 .as IRE ADDITIONAL ACOU GROUND ELEV. TRAIL CENTERLINE
DETAIL 216.46\278.3 x2,6.74 ~ ~ 1 CROSSING. SEE 4 x213.3 ~6. ,6. t ~ RIGHT-OF-WAY FOR PLACE IN EXIST.
C~9 38+DO 21 14xxt13. 1412721 02 ~'8~ t t) I 9~ THIS SECTION OF CHANNEL, BURY TRAIL SHOULDER
6) 5 1 ~ 219 ^ 5 TRAIL. INVERT
i i W 1 TRAIL ASPHALT
.23 ~2 6 i ~p' 9. Q z. ? 5)
6 216.3) 21~.5J ~ .43 1218. A 16.0 4. 7 ~ CROSSWAL
x 216.16 216.f~ g 18~ , x216.07 X 12 16. I I 1 6.91x 13.0721288 ~ Q +
1 ~x 218.1 21 "k~q,6 I / ~ 1 l ~2~~;61 ~ Lfl 5. y ~ ~ - PIPING ~ TRAI L
~1 1 ~ (216. gyp' W / 5. ^ ~ ~ i ~ L_.._ c BOARDWALK
I ~ ~ 57 ~
SLOPE x212 5 i I 1 ~5 7~ /L=20•~ ~ 1 6.79 ~,30~ , 25.04 ~ 5.55 R=30. .1 2so-- EXIST TOPO
BANK EiACK 16.1 ~ x b.16 CONC. c 1 6' 5.16 .0 2 / ~ x 6. ~
1 2 TO 1 TRAIL / / / ~ ~Q ~ ; ; PROPOSED TOPO
1 2.95 I 1 I 1 TOP OF WALL I 2 .7 / ~ ,2 /
BRIDGE LOC TION x 215.55 ~ WAU i I 223.5oxoN5T. ~ (2,7.27 .20 ~ I I 1 1 x259. SPOT ELEV.
SEE SHEETS x215.78 2'6.'9 ~ / 2 • z 1 , ,
x2,4.62 Bc ~ t~H WALLS ~ .9 ~ ~ xp25.85 ~ II ~ ~ ~ ~ p----4 TORMDRAIN PIPE , ~ S
~ x 2,642,6.40 T~ ~ gE x ~ ~ ~ i ~ ' ~ , ~ ~ ° " GUARD RAIL
I I x 25. x . ,1 x2ls.se x21s.~b21s~ I~T>l~9d.. 21 2 :LANDING 5 87~i / / ~ ; ; ~ ~ 1 / ~i
\ x 2t 4.71 x 214.27 .151 x 214.74 x 216.02 p x 2 .7 ~ 1 ~ x ~ ~+oo STATIONING
~ x 2,6.06 I ~ )M6.20F 1 1, 1 x 63 i .87 ~ x i 5 x 18.00 x 216.99 ~ ~ ~
~ WALL ELEV. X215.2 72 S / ~ - EXIST. SS EASEMENT ,2 ~ '
~ VARIES 1 1 ~2,6.,~ ~ x 2,6.42 1 i ~ / / i
1 x ~ la ~5~ x 2s.o2 ~ 1 ~ ' Pc = ~s+os.~s POINT OF CURVATURE 1 ` ~
26.2 1 ` x 7.20 ~ \ , 1 ~ ~x217.93 PT = 12+54.15 POINT OF TANGENT
\ x213.05 ,6.6G ~iSE STANDARD ,9 2,v ,2, ~ 0 U ~ ,26th ~ ~Z,eea PR ~S
BLK. UNIT ~ QX ~ 1 1 ~3 ` x 218.17 x 5. 1 . ~ T. ~ 9\ 1. x 2, .05 - _ SF -~F SILT FENCE
~ THIS sECTI 1 1 ~ ER~• 1 1 1 CUL C.~ 22 . - - 25 ~
~ I tl ~ I 1 I x 216.25 I
I I I S6 x 26.31 x 26.31 ~ ~
~ I 1, 9 ~ ~ ~ I x 21s.a6 ~ \ N
\ ry~ x t8 ~ ~ x216.0~214.x 16.78- i'~-
'19 x ry'~~ ~ 1 ~ ~ / A
6• x I \ ~ 6 xry', I ~ I 6 h I I ~ ~ ~ ~ N
ry~0 ry~0 ` I h x ~ x ~ I I I 6 2 x 2, 7.05 ~
~ / ~ ~ ~ ~ ~ I ryryry ry ~ / x 216.61x 214.50 216.55 ~ " 1 ~ ~
POSSIBLE ROCK CHECK 1 ~ ~ / ~ xry 1 ~ ~ ry~~ 1 ~ ~ U ~ 1 ~ r, ~
DAM. SEE DETAIL ~ ~ f l~ ~ x, 2 \ - ~ ry try ~ 0`~ I i i~'i NTRANCE ~ ~ _ - CONSTRUCTION E x 2,6.49 x 2,7.26 c2. _ _ _
x 5.82 ry`ry ~~216.9d C~9 TO ry~ xx21219 x ~ ~ ~ \ ~ ~ ~ ~ 'SEE DETAfL x 2,5.29
RAIL TO TIE IN x ;
P ~STRIAN x2,702 ! f ` ryry9966 PROPOSED i ~ ~ , ~ ~ ~ x ~ ~ C19 ~ / ~ - ~ \ ~ 218.94
LVERT. x I ~ ~ ~ x ~ I x 218.04 \ ry~~ ~ ~ ' - _ ~ ~ NEW CHANNEL 2 ~ ~
~ry Ixry~ ~ \ ~ - - ~ DENING BY
x ~16.6~~~5xry~ti ~ ~ ~ ~ \ OTHER. r- _
x ~ ~ A rye ,ry x 211.55 ~ ~ ~ ry~~ v ~ ~ 1 _ - ~s.71 G ~ ~ ~
xry xry x \ ~ \ ~ 6.71 ~ - - - IN
- \ _ - EX~~ ~ EX _ X -
ER~( ~ _ -
CL CU~
05
22 .7
EXISTING BOX LVERT. ~ ~
~ SILT FENCE LOC~ATI~N. ~ - - - 1
~ z ~~____--v ~ ~ ~ / / 6.79 a / ~ \ 6.79 ~ ~ ' 1 ~ SEE DETAIL 1 ~ -
1,
a ~ `v i~~j I x ~ v ~ i v/ ~ i ~ 1 \ ~
J f~~
w z -
m
m a~
TING INSIDE AND OUT SEE SPECS.).
SPHALT COA ~ FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL HAVE A OR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE 1. CONTRACT
° ILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. K. WETLAND LOCATION W D EROSION CONTROL MEASURES AS NEEDED IN NEEDED IN DESCRIPTION BY APP
BOARDWAL 9. CONTRACTOR SHALL PROVIDE SILT FENCING AN REVISION DATE
IRECTED BY THE EROSION CONTROL INSPECTOR. CERTAIN AREAS OR AS D EA GREENWAY SYSTEM CAPITAL AR
D AREAS TO BE OVI_RSEEDED WITH APPROVED MIX. 2. ALL DISTURBE DESIGNED GLA
10. ON ALL CMP PIPING, BURY INVERTS AS NEED
° DELINEATION BY S&EC DATED 9/98. ° 3. WETLAND LOCATION/ DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GLA
ROVIDED BY THE CITY OF RALEIGH, DATED 7/98. 3 TOPOGRAPHIC & GREENWAY INFOF,MATION P 4.
APPROVED JLM
~,,~T~n~~ nG p~pi~ir. FnR nITr.NFS IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
DITCH CENTERLINE. MATCH PIPING TO PLAN SUBMITTED
3
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL ' 10' 0 20' 40' 20 MATTERN INC. SCALE COMM. „ SEAY MATTERN & "=20' NO. 7522
BE FIELD VERIFIED. z LOCATIONS AND FEATURES SHOULD 1 D JLM -ENGINEERS -PLANNERS 1
R CONSTRUCTION CAROLINA DATE 98 SHEET
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT R C7 FINAL =20 DESIGN N NOT RELEASED FO ALEIGH, NORTH CAROL 9/2/
CONTACT DESIGNER FOR FIELD ADJUSTMENT. REQUIRED,

i ~ i i
~ \ ' x
TIE RAIL I TO- ~ I 210.2 ~ Y~o
EX S NG SI -
r ~ ~ WA K, SEE TAIL 8 ~ 1 D 1 ~ \ w W ono
c~a I C> z ~ ~ c~ ~
I ~ \ ~ W ~
ENTRANCE BOLLARD ~ ~ ~ ~ ~ ~
` SUPPLIED BY CITY I X G \ \ \ °
/ ~ 222.6 INSTALLED BY CO RACTOR, f
; N168'24 54"E ~ / ~ E DETAIL ~ 5 ~ ,
I ; 23 7 1 C13 ~ I 1 ~ ~ o r' ~ r ~ _
i \ \ \ j L
;
;
d ~ 4 ~ ~ ~ ~ 4
1 r
TRUC ION ENTR NCE CONS - c 20POSED SIGN ~ 1 \ ` , J~ ~
PROPOSED S \ SEF-B~TAIL
8 SUPPLIED Bl~ JPPUED BY CITY KEY MAP }
cis TALLED B ~ ~ INS i STALLED BY X NO SCALE
CONTRACTOR ~ ~NTRACTOR \ 1 212.1
EE DETAIL - 4'23"E S1 5 ~ .E DETAIL 11 i
~ , ~ cis ~
178.32 ~ _ _ ~ ~
~ , - _ ~ ~ - ~ \ \ '1
~ ~
; . TRASH R TRASH RECEPTA~ \ 1 LEG EN D
~ ~ SUPPLIEL ~ ~ SUPPLIED BY CITY I \ 1
, 1 , NSTALLE NSTALLED BY ~ OR m EXIST SS MANHOLE
/ ~ ONTRA( Q ONTRACTOR
~ ~ E DET O E DETAIL C13 \ 1 = - TRAIL BANK
\ ~ - TRAIL CENTERLINE
Q ~
1 11 1' 211.8 TRAIL SHOULDER
INSTALL STANDA TRAIL \ 1 11 ~ j ~ TRAIL ASPHALT
TION S DESIGN IN ALL LOCA
UNLESS OTHERWISE NOTED. ~ ~ ~ ~QQQQQQ CROSSWALK
SEE DETAIL 1
~ ~ C10 I I ' TR,41L PIPING
1 _ '1 - ~ BOARDWALK
~ EXIST. GRAS ACCESS
A IN S LOCA~`fORi- RO D THI - - EXIST TOPO
BOARDWALK ASPHALT EXISTING I 2H0 PROPOSED TOPO
TRAIL TRANSITION. SEE GREEN WAY
DETAIL I ~ xzs9 SPOT ELEV
6 ADJUST GRADES
i ~ IN THIS LOCATION ~ c \ `1 a--4 STORMDRAIN PIPE
X TO MAKE
210.1 N FROM N 10 ; \ ! GUARD RAIL
ACCESS D IVE~TO ~ ~ ~ _ - - --viz+oo STATIONING
EXIST. GROUND BOARDWALK OVER }
ELEVATION ~r EXISTING WETLAND y - - - - - EXIST. SS EASEMENT
BOARDWALK WITH WITHIPJ EASEMENT. - 210.6 '
RAILING 'i0 SPAN OVER APPROXIMATE SIZE ~ N82'18'21"E / PC - 13+06.19 POINT OF CURVATURE
EXISTING DITCH AT THIS IS .2:5 ACRES. N85'43'46"E \ aa.75' ar = ,z+s~.is POINT OF TANGENT
LOCATION 80.54' \ ~ 1 EXIST.
77+00 76+00 ~ BOX SF - SF- SILT FENCE
16. °
BOARDWALK C INSTALL \ I END STA. \ CULVERT
DESIGN W RAILING ~ 77+52.32 ~ / ~ ~
BETWEEN STA. 69+66
AND STA. 74+94. n ROCK \ / / ~ / % / /
II F ETAIL ~ S SEED i ~ ~ QUARRY ~ / /
75+00 2 BOL ~ O ~ c> > ~ u ~ ROAD ~ - i
~ O.C. SEE II ` J ~ + 221.0 ,j - /
~ 5 DETAIL ~ C~ ~ \1 (P N U
- / -
II Q ~ C13 ~ k s, - 0D / cn S N
c~ k .p N /
PROPOSED TRAIL 0 TIE
. N67'43 08 E / 74+00 ~ ~ H LOCATION 9• 96.0 i ~ J- INTO EXIST. ~ OF ~
; S ~ - -SEE DETAIL ~ ~ ~ rn ~ ~ PEDESTRIAN CULVE T.
~ (SEE 20 SCALE PLA FOR
DWALK INSTALL BO J~ ~ ,MORE INFORMATION) FIELD
E IG,N HOUT RAIL~IGS / DJUST IF NECESSAR .
STA. 74+94 ~ ~ ~ E / ~ /I EE SHEET
AND STA. 76+54 ~
ETAIL SEE 3 / / l/
~ ~ ~ /

EXISTING GREENWAY ~ ~
OTE: i
F IS SECTION OF / I FIEL ADJUST
i BOARDWALK USE 6" ~ / ~ \ / , ~ TANG NT AND
z PILES ~ 15 DEP OR SILT FENCE LOCATION. Q ~ RADII 0 MEET
~ ~ - SEE DETAIL a ALT. F 1 PI ~ / ~ EXIST. CULVERT

J ~ / Q W
HAV ASPHALT COATING INSIDE AND OUT (SEE SPECS. .
E FIELD PRIOR TO CONSTRUCTION OF 8. ALL CMP PIPING SHALL E TO VERIFY ACTUAL WETLAND BOUNDARY IN TH 1. CONTRACTOR
ETERMINE BOARDWALKS STARTING/STOPPING LOCATION. AS NEEDED IN BOARDWALK. WETLAND LOCATION WILL D ROVID SILT FENCING AND EROSION CONTROL MEASURES )ED IN REVISION DATE DESCRIPTION BY APP
9. CONTRACTOR SHALL P E _ REAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR.
PROVED MIX. CERTAIN A ISTURBED AREAS TO BE OVf_RSEEDED WITH AP 2. ALL D N DESIGNED cw CAPITAL AREA GREENWAY SYSTEM
WAWUT CREEK TRAIL
10. ON ALL CMP PIPING, BURY INVERTS AS NEEDED. DELINEATION BY S&EC DATED 9/98. 3 DRAWN RNC RgLEIGH, NORTH CAROLINA
3. WETLAND LOCATION/
3 ~ P OVIDED BY THE CITY OF RALEIGH, DATED 7/98. CHECKED GLP.
- POGRAPHIC &GREENWAY INFOF,MATION R 4. TO
OCATION & ITCHE~~ IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY L APPROVED JLM ENLARGEMENT
5 I OCATION OF PIPING FOR D
-qlqmmm~ PLAN
MATCH PIPING TO DITCH CENTERLINE. 3
PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, A 20' 10' 0 20' 40' SUBMITTED JLM
a 6. TOPOGRAPHIC INFORMATION ._20 HAYES, SE AY MATTERN & MATTERN,INC. SCALE comm. _ , 1 - "=20' 1 _2p N0. 75RCHITECTS - ENGINEERS - PLANNERS
LOCATIONS AND FEATURES SHOULD BE FIELD VERIFIED. /
AS FLAGGED. IF JUDGMENT IS RALEIGH NORTH CAROLINA DATE 9/2/98 SHEET Cl 8
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES
CONTACT DESIGNER FOR FIELD ADJUSTMENT. W REQUIRED, H
l

1 ~ 1 1
5, 5 }
1i ~ ,1 1 1
~ ~ 1
216.19 ~ ~ ~ l ~ ~ ~ 1 224.92
1 .w } ~ ~
- ~ ~ ~ ~ `
I ~ 4 1 ! ~ ~ Q 1 1 ' 1 1 ' l
ti ~ ~ ~ T ~ l ti ` . 27h.95 ~ 1 ~ ~
~ ~ , y , 25.06 2 5.06 274.88 ~
~ ~ Z ~ 1 ~ ~ w ~ ~ ~ 2 5.0E ~ 22,.17 , 25.06
Z 223.76x 3.76 L=20.1 x 1 X! f
~ ~ XI r 26.39 / ` 1 23.6; R=30.001, 23.62
1.16.4~~ X 5 213.28 1 X ` 1 % ' 216.6 ' 1 1 ~
216.4 1 216.74 ~ 212.96 213.31 ~
~ x ~ ~ ~ ~ ~ 216.56 y EpS ~ ~ , ~ I
213.37 5 , SS y y , 'l
216.2 ~ ~ ~ 5 I ~ ~ m
s 213.50 217.14 ~ 2~ ~ ~ i
~2 22 ~ ~ ~ ~ 2 5.20 224.72 , p~NG ~ ~ ~ 3 1
212.72 ~ 222 Npi t ~ 1,P 1,PN ~ w ~ 1 0 0
1 k ` } } , r ~
~ ' ~ G . ~ ~ 25.
PNpIN , TOP OF THIS t ~ ~ Z 1 m 5.18 1 1 22 r-
SECTION ` WALL 1 N f ' i h 1 6 x ~ i
(217.27) 1 I ~ }
1 ~ 1 2° a 2 ~ , 1 ! ~ ~ 1
w t r , ~ 219 t ,6~. ~ .25 ' 219 f , ,
SLOPE BANK ~ N ' f 8.5' `I, 1 ~ ~
BACK 1 2 TO 1 ~ ~ 4° 1 ~I 24.89
RIP-RAP CLASS I 4 11 ~ NG
18 TH K. p,ND~ , TYP. I y L i i ~ ~ ~ 2 .43 ~
~ k ~ 1 ` ' 225.30 ,
6 9. ~ 1 ~ ~ - 225.23 ` 1 t g ~ ~ 1 t
~ 9.8 7.5 X21 1 ~ 19 • 225.34 ' ~ r 1 225.2 i ~ '
6.3~ P. 8, ~ ' 225.50 I '
0 X21 2; 224.1 + I ~ 43 ~ ~ l ~ 2i ~
5 ~ Q (21 24 1 - ~ ~ 212.57 216.1 (216.90 Z Q ~ ~ ~ ~ ~ ~ ~ 24.39 ~ ; E
X ~ r ~3 ' ~3 l 15' l ~ ~ 1
1 .16 212.82 212.8 Z W 1, ~(2 6 x w W '1 ~ ~ 90' 1 ~ ~ i
216.66 212.88 ~ 216.96 ~ 216.07 212.9 r f ~ 1
6~~ X x 216. ~ ~ ` 219 • m Y ~ 1 f (11 / 1 ~ t 1
213.07 X , ZcoN~ 2 ;0 2 ~ ~ ~ ~ 1
l ° 216.91 ' w ~ ~ ~ 218.6 PROPOSED SPOT, ELEV. o l I
IDGE 2 8R 2' ' ~ i N l~ t 1 ~ 1 ~ 225.04 EXISTING SPOT ,ELEV. 10.5 ~ , Y
~ 216.13 .6) 15 TOP OF WALL 21~ t ~ Z . 1 U ~ ~
c 8) ~ f 'r ~ Id ' g) , 1 19 k 1 ~ ~ m ,
17.27 ' 21'g k (2 ) X 7 3 ~2 ti , x 25. ~5 X ~ 1 w
h• ~2 ~ , 10, ~L X ~ ~ 22 .64
S . ~ ~ 1 , ~
6.5) X19 X. 21 E i 1, ~ 1 225.53 t
13 ~ ~o ~ TOP OF WALL ti, 1 1 ~ ~ 1 (223. 0)C~~NST• ~ 1 ~
11' ~ TYP. ~ i ~ 1
VARIES 6 A~ 0 5' 10 ~R Al `s ` ~R 225.57
5 ~ N l X 1 y ~ 1 ~
1 =5 ~ 2%d > PE 10 TOP OF WALL SLO PE 2% I
ARIES 212.95 ~ S~0 ti~
1
235 I _
23 _ - - ~ ~ ~ ~ - - , t , I
- , _ T r- - - - _ _ -..I. -i - + _ ~ i ~ 7 - - - ~ ~ - } I _ i i
t I I i I I 1 ,
a I i - - + ~ - ~ . _ ~ r-. ~ ~ ~ ~ ~ , - + - - _ _ I I
t _ - i ~ ~ 230 I I
i 230 ~ ~ - _ r a + ~ a- a > + o- . _f ~ ~ - i t 9 100 YR FLOOD F {-I ~ _ _ r - - - ~ ~ ~ ~ a 4 _ • ~ - - r-i { ' i p
> - ~ PLAIN = 228.40 I
50 YR FLOOD I I ~ ~ I ~
PLAIN - 227.40 ~ - - ~ ' ~ - - ~ I 1 i f f ~ ~ ~ I I I - -
- - - ~ a-- ~ - - - _ ~ - - * , 225
10 YR FLOOD ~ ~ f
PLAIN 224.70 - ~ ~ I I r , I + I
Y I I
YR FLOOD 2 i i - -
PLAT - ~ ~ r i ~ ~ + - ~ i 1 I 1 I 220
220 ~ - - - - - . - I ' - ~ r- - - + -a ~ - --I 4 - _ i d- - -r- t-~ - - } - f - - - - 1 t I } i I
~ f 1 ~ I I ~ ,
I i I
1 I I I i
- - - , - - - - - + F e > - } - - -
i r-~- ~ - ,i • i + F f-r ~ t - - ~ ~ ~ ~ - _G_¢ _ ~ i ~i 21 1 - - 215 ~ ' I
I - - f--
~i , I
I ~ ~ ~ ~ ~ ' I , I - _ , t
r - C } i i f ~ 1 ~ I ~ I I i I f 1 i I f
' ~ i 210 I -
210 ~ ~ ~ ~ I a ;1
i I
I I I 'I
i i I I -
-~Y. i I Z I 205 5
Q 205 5 95 85 75 65 55 45 a 15 40 35 25 15 5
a 10 90 80 70 60 50 = 100 40 30 20 10
0
Q W z

REVISION DATE DESCRIPTION BY AF'P
CAPITAL AREA GREENWAY SYSTEM DESIGNED GSA
m DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GSA
B
3 \RWVERTICAL SCALE = 1" = 5' APPROVED JLM PLAN AND PRonLE
Q HORIZONTAL SCALE = 1" = 5' SUBMITTED JLM
Z ti LL
N N HAYES' SEAM MATTERN & MATTERNJNC. SCALE COMM. FINAL DESIG
LD ARCHITECTS -ENGINEERS -PLANNERS AS SHOWN NO. 7522
W N - NOT RELEASED FOR CONSTRUCTION SHEET
W RALEIGH, NORTH CAROLINA DATE 9/2/98 C9
Z

~ ~ ~
~ ~
?f i J ~ 7~
7 _ ~
~ ~
i
r ~ r r
1
14' 14'
14'
SOIL
TRANSITION
np 2' 10' ASPHALT TRAIL 2' 8' MIN.
SOIL 2' 10' ASPHALT TRAIL 2' SOIL 2' 10' ASPHALT TRAIL 2 ( ~ COMPACTED TO - CLEARANCE
TRANSITION SHOULDER COMPACTED TO - SHOULDER TRANSITION SHOULDER COMPACTED TO - S 2" 1 2 ASPHALT SURFACE 8 MIN. 2 1-2 ASPHALT SURFACE SHOULDER SHOULDER " - ASPHALT SURFACE SHOULDER 8 MIN. 2 12 6
6 ARANCE 6 CLE CLEARANCE 2%
2~ 2%
AT 50' O.C. PLACE 6" DEEP TRENCH BELOW .r-----EXISTING
XISTING -EXISTING 12" MAX
GRADE GRADE STONE BASE WITH GRADE SLOTTED 4" HDPE PIPE TO
---------------11IU.17 IT IIl1TI_IT~~---~.17I~1ZI1T1ZI___ _ CORRAGATED PIPE WITH ~~-r~~IITT1117I011T1T DAYLIGHT
GEOTEXTILE SOCK TYPE --1 „ 6" AGGREGATE BASE COURSE
_ 6" AGGREGATE EXISTING GRADE 6" AGGREG~ EXISTING GRADE P T D 95% COMPACTED BASE COUF -6 AGGREGATE GEOTEXTIII PROVED R-3341 OR AP EXISTING GRADE
95% COM ACE BASE COURSE BASE COURSE FABRIC TH CAP END 95% COMPACTED EQUAL. SLOPE LENG FI " N H WITH SUBGRADE LL 6 WD. THE C
SUBGRADE SUBGRADE OF PIPE ~ .2% STONE (DO NOT USE
~ ~ _ SOIL).
~ ~ : ~ 3
1 ~ 2 C10 NO SCALE
C 10 C 10 NO SCALE
NO SCALE
15'
i ~
~ ~
c&c c&c
6'-0" 4'--0" 6'-D"
THERMO PAINTED LINES TO
20 COMPLY WITH NCDOT . ° ' , . . G a ° ~ d
" STANDARDS d ° , ° e
6 ABC ~ h S• SOIL 16" 24" ° ° ° e d ° a. d
r ~ ~W, ° ~e ~ ° .d.
Y EXt~ JT ° ° . dd ° ° o q . EXP JT.
J ZQ G e
3 W ~ Q"Pj d.
MAX SLORE: °MAX .SLOP
d ° d . °
2' 14 10' ASPHALT TRAIL SOIL e ° °
SWALE PAVEMENT MARKINGS
TO BEGIN AT THE TACTILE WARNING SURFACE FACE OF CURB/EDGE OF PAVEMENT
' 1 ' PHA T TRAI 8' MIN. 2 0 AS L L 2 SOIL TRANSITION- COMPACTED TO - CLEARANCE OF C&G PAN 3000 PSI AIR ENTRAINED EDGE CONC W/ BROOM FINISH
T(p,) 'THOU -2" I-2 ASPHALT SURFACE SHOULDER
G" EXST EDGE OF PAVEMENT i
i
AT 50' O.C. PLACE 8" _ XISTING NOTES:
- *SEE PLAN FOR TURNAROUND LOCATIONS DEEP TRENCH BELOW ~ GRADE 10NS NEW CONCRETE NEW CONCRETE
" 12" EXISTING & NEW SWALES SHALL BE STONE BASE WITH 6 3E RAMP SEE DETAIL) RAMP(SEE DETAIL) ( )ND. FINISH PAVEMENT
AX. DIRECTED AROUND NEW TURNAROUND. HDPE CORRUGATED DBL. M 1 PIPE TO ~ * 1__ SLOPE TRUCK TURNAROUND StCTION N SECTION COMPACTED SUBGRADE
WALL PIPE OR APPROVED _ DAYLIGHT TION AS GROUND SLOPE. IN SAME DIREC iLOPE.
EQUAL. SLOPE LENGTH 6" AGGREGATE BASE COURSE i I
OF PIPE ~ .5~ 95% COMPACTED SUBGRADE
FILL 8 WD. TRENCH WITH CURB CUT RAMP
STONE (DO NOT USE 6 NO SCALE
' ' solL). 5 C10 NO SCALE Rc_0~
4 C10 NO SCALE
C10 NO SCALE
PROPOSED TRAIL
(SEE DETAIL) EXISTING
SIDEWALK
Y SIDEWALK Q ~ ° d d • a d d d ~
„ ~ I Q d d Q d d 4 a aO O ° 4 d Q d
° 2 -0 10 -0 2 -0 w o d 1 ° dd d
~/2 ~
w~y~ ~~y y~ y~~~y~
m y ~ o ~ o. ~ d ~ y ~ . W
. ~ u . y ~ ~ a'RAt~nP° _ ~ ~ y ~ . ~ . w l a ~W ~~~W
d CrRASS~~ ~~~~7y a ° ' .1 ~ ~ GRASS
w ~ w a ~ ~ ~ Y ~ ~ ~ ° 95% COMPACTED ~~~~y ~ ~ ~ ~ ~~~yy Q
y ~ ~ ~ ~ ~ ~ y ~ SUBGRADE a y y y N
6"
W W v ~ a w y l y~ W ~ 1t ~ 4 y~ W W r . ~ y w W W Q IN.
y ~ ~ ~ ~ ~ ~ Q N a ~ oY y ~ y ~ ~ ~ > MIN. w~~ l~~ a ~~~w ~
EXIST. CURB
y~ y y ~~z q a y W W y SAW CUT 6" AGGREGATE BASE Q & GUTTER ~ y y ~OWNW y y f~ y ~ y y ~ WDCLWN w BASE
z ~yyw~ o ~y y ~~~Wti~~~ ~ ~~W~
Q J a.. e e Q.. 0 8 a FACE OF ° °
z EX. JT. C10 CURB EX. JT. NO SCALE
EDGE OF PAVEMENT
2' CURB TAPER 2' CURB TAPER
NEW CURB GUTTER 3000 PSI CONC W/
° PLAN BROOM FINISH
N 2' CURB TAPER
~ Q
o, REVISION DATE DESCRIPTION BY APP
SAW CUT USE CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 EXIST. JT. IF FINISH PAVEMENT
3 POSSIBLE SECTION PACT D SUBGRADE COM E DRAWN RNC RALEIGH, NORTH CAROLINA
U CHECKED GLA
noo~nvcn a TRAII
` f-I L ~IU ~L ~I ni i nvrw Ww-
3 SAW CUT TAPER RAMP TAPER SAW CUT
Q z SUBMITTED JLM DETAILS
HAYES' SEAM MATTERN & MATTERNJNC. SCALE COMM. FINAL DESIGN NO ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
7 ---NCURB CUT BICYCLE RAMP T RELEASED FOR CONSTRUCTION DATE g SHEET RALEIGH, NORTH CAROLINA /2/98 C1
NO SCALE C10

- 2"x6"x16'LG. RAIL CONT. NOTE: 1. All PILES SHALL HAVE A BEARING AT A DEPTH DETERMINED BY Sql BORINGS, SEE SPECIFlCATiONS.
ATTACH W/3" GALV. A DEpTM 1" t. ALL PILES SHALL HAVE A BEARING AI CONTACT OWNER'S REPRESENTATIVE IF DISCREPANC~S EXIST.
SCREWS 2 PER 45' RADIUS DETERMINED BY SOIL BORINGS, SEt ~aEgFlCATIONS. 1• ~ BOARDWALK SECTIONS ARE POST PER RAIL. CUT CONTACT OWNER'S REPRESENTATIur iF BASED ON A 16 FT. DESIGN MODULE. 2 BOARDWALK ITHOUT HANDRAIL SHALL NOT EXCEED
` DISCREPANgES EXIST. 24' IN HEIGHT FROM DECK SURFACE TO ElpS11NG GRADE.
- 4"x4"x5'-2" LG. 12" 3/8" GALV. 2 BOARDWALK W1IHOUT HANDRAIL SIIAi i NOT EXCEED 24 IN HETGHT FROM DECK SURFAr:r r0 EXISTING 3. ALL LUMBER SHALL BE PRESSURE 1REATED AS PER
POSTS 4' O.C. 2"x 6"x 16'LG. HAND - CARRIAGE BOLT 2"x 4" W WASHERS 3/8" GALV. 0 5" ( RAIL CONT. ROUND / 3. ALL LUMBER SHALL BE PRESSURE irtrATEp AS p~ CARRIAGE 2'x 4" PICKETS SPEgFlCATIONS. ~V, 4. ALL LUMBER SHALL BE ATTACHED WITH
2"x10" GALV. JOIST TOP EDGES FOR HAND RAIL. SPEgFlCATIONS. BOLTS AGE 0 5 O.C. GALVAI~ZED SCREWS, NO NAILS SHOULD ~ USED.
(1)3/8" GALV. HANGERS 4. ALL LUMBER SHALL BE ATTACHED vnlH B° GALVAFZED SCREWS, NO NNLS SNIxnD BE USED. 4"x4" POST 4' O.C.(1YP.) 2"x6"x16'LG. TOP RAIL
CARRIAGE BOLT W/ 44" 2"x4"X16'LG. " ~ " 2"x 4" PICKETTS 0 5" WASHERS (BOLT SPncER 2x6 x9 9"LG. DECKING (2)2"x10"x9 -6 LG. 23_1/2• O.C. (TYP.) 3" GALV.
THRU POST) ATTACH W/ 3" GALV. BEAM BOLTED SCREWS SCREWS 2 PER JOIST TOGETHER V
32" PER PLANK 2"x6"x16'LG. RAILS CONT. 4"x4" BRACE 0 8 " ATTACH W/3" GALV. SCREWS.
O.C. TYP. BOTH ~ '4" 24" 24 24" 24" ! I ~ I
SIDES
3" AIR n (2)5/6" GALV, HEX
2 3 8" GALV HEX sr,u;E 8_1/2 BOLTS W/ WASHERS O/ BOLT W/ WASHERS ~ . • i i 2'
TYP. ~ ~ • • 11" (2)3/8" GALV. HEX I 10'
~ ~ °~•t. ; - • ~ • BOLT W/ WASHERS ~ ~ 2'
• I i i I BOTH SIDES ALL • 2"x 8" DECKING 2. 8'D,C,
i i II 2"xs" II I • POSTS. ~'-'24"- --'"I I i I BLOCKING I I I I I I JOINT 16' 3" NR SPACE 2"x6"x16'LG. BOT. RAIL BAND
i5 I • a' o.c. I p I ANCHOR IN PLACE 0 C. NR SPACE 8' O.C.(TYP.) 2, " G. II OVER CROSS BEAM 2"x10 ~O ,
24' CUT 2"Xto"X7'-9"LG. W/ GALV. PLATE. MIN. ~V' JOISTS. II JOINT 16' O.C. 2'
HURRICANE 2 3 4"GALV.- ~ TIES ON ALL 12-1 2" / 2"x6"x16'- N N,
HEX BOLTS BRACES 2"X12" BLOCKING BRACES 6" D4l PRESSURE TREATED PILES x 8" > >
W/WASHERS. (BOTH SIDES) 3' O.C. (TYP.) • 4)2"x10"x 2"x8" 8' O.C. (SEE SPECIFlCATIONS). Z"'A x' ~ 4)2"x10"x10'LG. DECKING
(2)2"x6"x 10'-7"LG. BEAMS I O, BEAMS BAND OVER " N,
'4 2"x10"x1u1~. 2 5 8~~ GALV. OR 14'-7" LG. i) O / BRACES BETWEEN BEAM (TYP,) 2"xs 'o N ° S "
SEAM BEIWr r N HEX BOLTS W/ RAIL POSTS. 2' y 2'-~ aIIES, WASHERS (TOTE: 2' 4' 2' 2' 2' 2 x, •x10 N, o, 2 2
4' O.C.(TYP.) 1. ALL BOARDWALK SECTIONS ARE 4' x B' O.C.- 4'
BASED ON A 16 FT. DESIGN MODULE. 8'-3" O.C. (TYP.) os N, "xlon
j s rl 2• o, (21
" VARIES
1 'I I Z"x6 BY ANGLE
- ~ ~ C11 _ _--y~ 8'
NO SCALE C11 NO SCALE ^"x6" / ~ 4
2' / l ,
NOTE: NOTE: 1. ALL PILES MAIL HAVE A BEAPoNG n r A pEphl ~ j~Qlt: i^ i
1. ALL BOARDWALK SECTIONS ARE DETEI~IMIED BY SOIL BORINGS, SEE crtgFlCARONS. BASED ON A 16 FT. DESIGN MODULE. CONTACT OWNER'S REPRESENTAl1Vr it 1, nii BOARDWALK SECTIONS ARE , ice'' "x6" ru•;ED ON A 16 FT. DESIGN MODULE. . . ~ 2
DISCREPANgES EXST. . i-'"
2. BOARDWALK WI'MOUT HANDRAIL SHAT i NOT EXCEED EQUAL '
24" IN HEIGHT FROM DECK SURFACr rr) EXISTING 10'-3" GRADE.
- 3. ALL LUMBER SHALL BE PRESSURE rnrn~p AS PER ~
2"x6"xt6'LG. SPEGFlCATIONS. 2"x6"x10'LG. (2)5/8"GALV. HEX PLATE CONT. 4. All LUMBER SHAM BE ATTACHED Innr 2O" 20" DECKING BOLTS W/ WASHERS GALVANIZED SCREWS, NO NAILS SHlxnp gE USED. .
4 i/2' O.C. (TYP.) 2)2"x8"xt6'LG. BEAM FAN PICKETS QUAL ' BETWEEEN POSTS _ 2 k6"
- FAN PICKETS BETWEEEN POSTS 0 BREAK POINT
° 2 5 8" GALV. HEX 0 BREAK POINT / f---VARIES °
X 0 / BOLTS W/ WASHERS ~ 0 4' 4' ,
~ ~ 4' O.C. TYP. VARIES 4 2"x4" PICKETS RAIL JOINT RAIL JOINT . 2"x6"x9'x9" LG. DECKING
e ° ° ANCHOR IN PLACE WffH ® 5" O.C. B' ATTACHED W/ 3" GAIV.
~ I I I f (2)2",.a ~9'-9"LG. I I I I I I GALVANIZED PLATE L JOINT L JOINT N 15" I I I! BEAM I I I I I I 6" DIA. PRESSURE TREATED • SCREWS 2 PER JOIST PER ~ PLANK s ~ I
0 2 PILES 8' O.C. DRIVEN INTO y ~
THE GROUND (SEE -2"xg" 6i~a KING 2`x8" GALV. SPECIFlCATIONS) J
_ 30"O.C. i,r JOIST HANGERS ~ ' 2"x8'xT 9"LG. 1
JOISTS 20" O.C. NOTE: (4)2"x8"x10'LG. 2
EACH 16' SECTION BOLTED (2)3/4" GALV. HE;( CROSS SECTION BEAM BETWEEN Ir ~ a
TOGETHER WffH {4) 5/8 BOLTS W/ WASHERS PILES ` { I ~ GALV. HEX BOLTS W/ 2'x8' WD. BAND 8'O,C. i', I i, I I 1 t I \
WASHERS. - n ~ ~ ~ e DVER CRDSS BEAM TYR ~ Lip I ~ ~ I ~ 11 ~ .I ~ Ir,
24 4 0.~~. 4 O.C. 4 O.C. 4 O.C. " ~ ~1 ~i ~ 1 j 1
~ 2"X6"X10'LG. ` "X6"X16'LG. (2)2'x8'x9'-9'LG, h~; DECKING HATE CONT. BEAM ~i( RIP h' ~ 2•x6• REAK it ~
p RIP 3" AIR SPACE PuTE PoINr l/ SCE ~ ~ 1{ ~ ~ ~ ~
BREAK 2"x8" ® POINT PLATE 90' ~ 8'O.C. ~ ~ TYP.
SL.,---- OPE VARIESi ~ 10% MAX. ~
I 90' SLOPED HORIZONTAL ~ I~ ~
/ ~ ~ ~ ~ i ~ III ~ ~ , i ADJUST HEIGHT OF ~ SECTION SECTION ~ 2"x10" CROSS- ~ B'-3° TYP.
/ (-N ~ HORIZONT SLOPED N SECT10 I ~ ~ III BEAM TO MATCH ,i,'' GROUND SLOPE ~ / I1
i / / l rog7 ~
2"x8"x7'-9" a GROUND JOISTS ~ (2) 2"x8"x16'LG. / / / 5fC ~N
OIiTSILE BEAM ~ ~ ' 2 4,
(2} 5/8" GALV, HEX I i " I ( = j-_ HOLD 8'O.C. TYP. 4'
BOLTS AND WASHERS I I 8 -O O.C. I I i I ( 16' SECTONS 4' O.C. TYP. ~ I -EXISTING ` -16' SECTONS BASED ON HORIZONTAL DISTANCE
- I ( ( I I GROUND -
6" DIA. ' I ~ i PRESSURE TREATED
PILES 8' o.c. HORIZONTAL SECTION
(SEE SPECIFlCATIONS)
W K - T 3 I N WITH U RAI I LN 4 AR WA K T AI N A D A I H RAI N 5 LI N FR I N T T RII .AI N IH L
C~ ~ NO SCALE c~ 1 C11 NO SCALE
NO SCALE
NOTE: 1. AIL PILES SHALL HAVE A BEARING AT A DEPTH ~ 5 15" LG. 4 RE-BARS N0~'
DETERMINED BY SOIL BORINGS, SEE SPEgFlCAT10NS. 4"x4"x55" LG. POST ~'r 2q 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH 24: O.C. EACH COURSE DETERMINED BY SOIL BORINGS, SEE SPEgFlCATIONS.
CONTACT OWNER'S REPRESENTATIVE IF 135' ~ DISCREPANgES EXIST. • ~ TY TYP. PRE-DRILL CONTACT OWNER'S REPRESENTATIVE IF DISg2EPANgES EXIST.
2. BOARDWALK WITHOUT HANDRAIL SHALL NOT EXCEED / ' 24' IN HEIGHT FROM DECK SURFACE TO EXISTNG (4)5/8" GALV. HEX BOLTS • 5 I. 2 BOARDWALK WITHOUT HANDRAIL SHALL NOT EXCEED
GRADE. W/ WASHERS j 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER (5 24" IN HEIGHT FROM DECK SURFACE TO EXISTING (5)6 X6 X16 LG. ~AD~
ASPHALT TRAIL TYP. SPEgFlCAliONS. ~ TIP 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER TIMBERS SPEgFlCATIONS.
4. ALL LUMBER '9iALL BE ATTACHED WITH 4 . , I` GALVANIZED SCREWS, NO NNLS SHOULD BE USED. i 5 ~ 4. ALL LUMBER SHALL BE ATTACHED WITH
(8)6`x6"x24'LG. 11MBERS / 2 X6 EDGE PLATE GALVANIZED SCREWS, NO NNLS sHOULO BE USED.
(2)2"x6"x6'LG BRACE 0 ~1 BOTH POSTS 0 EACH
k.ND OF BOARDWALK 'r~ ~ ~ ~ r / ~ o ~ ~ I I
6 ABC STONE I
E Q ~i l 2'-11 3 ~ f
s ; /0 ~ ! p~ 95~ COMPACTED f
(2)5/8" GALV. HEX z EX)LTS w/wnsHERS ~ SUBGRADE
n m ~
/ p 2X4k LEDGE( 2"X4"X10' LG. 24" 9 MAX LEDGER FASTEN
ASPHALT ~L (1)5/a" GALV. HEX 8" #57 WASHED TO WA TO WALL
BOLT W H R /wAS E s STONE BACKFILL
~ o 0
EXISTING GROUND Q' p 95~ COMPACTED 0 EXISTING GROUND
~ p SUB-GRADE ~ ~ I I I ~)~I
~ -6" ABC ~ ° 2"x4"x10'LG. LEDGER
STONE FASTEN TO WALL „ REVISION DATE DESCRIPTION BY APP
BURY BOTTOM m 28" ~ 8" ~r57 ,,_.------15" LG #4 RE-BARS 24" O.C. VARIES TIMBER 3 MIN. (8) #4 REBAR 15LG, 24
3 WASHED STONE EACH COURSE TYP. (PRE-DRILL) 24" MIN. n a BACKFlLL ° O.C. TO TIE BOTTOM TIMBER DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
~ _3000 PSI CONC. INTO GROUND
~ ~ FOOTING Q ~ DRAWN RNC RALEIGH NORTH CAROLINA
c
3 EXIST. GRADE 3" ° IXISf. GRADE CHECKED GLA
3 4"x4"136"LG.
POST (2 PER APPROVED JLM BOARDWALK
z LM?" END) L_ 4" PERFORATED . r7 N DRAIN - PIPE BOARDWALK TRANSITION IH WITHOUT RAILING
TO DAYLIGHT C11 SUBMITTED JLM I DETAILS
BURY ONE COMPLETE TIMBER NO SCALE
6 (9)#4 RE-BARS 15" LG 24" HAYES, SEAM, MATTERN & MATTERN,INC. SCALE comm.
C11 NO SCALE O.C. TO TIE BOTTOM TIMBER INTO
~ GROUND FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522 RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C11

S ifications Part 2 Products
~ 2.01 Manufacturer
HOW t0 S eeify A. Pin Foundations, Inc. 8607 58th Ave. NW, Gig p Pi r t ms Dl mon e s e Harbor,WA 98332 206 858-8809 a d °
( ) ° a ° a d ° ° ° 0 °
e 2.02 System Type This infoiIllation has been developed to assist landscap
architects, architects and engineers in providing standan I A. Speed PileButterfly Clip -Brackets/clips shall be hot ° 6"
format specifications for specific projects. It is to be used only dipped galvanized steel with hat-dip galvanized lag or c'fic thru bolts and electro alvanized lock washers. T ical Use far boardw;~lks Use for boardwalks e a
as a guideline, and should be altered as appropriate to fit . I e i g YP ' tes brackets/cli s to be A36 hot-rolled steel or stainless. without railings with railings. conditions or protect design. Italicized language indica p ,
information which will vary depending on the foundation product B. Diamond Pier -Precast heads to be minimum 3500 psi
Noose. Please contact a Pin Foundations r resent:dive to concrete six sack mix 3/8" a e ate with 6% air 6"x6" Pressure treated beam ~ - b"x6" Pressure treated you c eP ggr g , 011 Q J ~t
- Field adjust b~~i t to level post -Field adjust height review revisions for your applications. entrainment. Reinforcing to be 4# bar confining rings. J ~ °
boardwalk, U;~e in lieu of to level boardwalk. Cast in place sleeves to be schedule 40, UV resistant
PVC. See 2.04 for connection style. dbl. 2"x8"beam for this system. Part 1 General m 1
2.03 PinslCapaeity Fasten dbl. 2°x12° beam p 1.01 ScopelDescription to 6x6 ost, 9,>
i able A. All pins to be used in pairs. Capacity relative to Galy. mountu, bracket A. The general conditions, alternates and addenda, app/ . t
d technical s ecifications shall a ~l to all w ~ irk length, diameter, and driving angle in site specific soils. -use standard t~"K6" drawings an p Pl Y All Pins to be schedule 80 galvanized steel, mitered or a a ~
under this section. post bracket. blunt driving end. Pins to be capped with black UV
B. The CONTRACTOR shall furnished all materials labor' resistant eth 1 ro lene ca s, sealed with 50 year n° 6"
incidentals as shown ecified and Y p PY p equipment and , sp siliconized latex caulk.
required to install Pin Foundations. 2.04 Connection/PostBeams d _ ' 8
C. Work includes preparing site and soil, furnishing, pret'~g A. Diamond Pier connection to be galvanized steel post 3" CLR. ° ° °
foundation components, aligning, leveling, plumbing and base attached to pier with single 5l8" galvanized anchor 1-1/2" Dia. sch n0 Galy.
installing foundations components, setting anti driving bolt or b embedment. Alternate connections - rovide i es T
elation ms locket ms and ca in ms. Y p steel p p yl f0an p g p pp g p (4) #4 bar stub steel for connection to cylindrical site
1.02 Related Work formed concrete riser, or rovide 2 alvanized steel pis P O g
A. Superstructure Construction anchor bolts spaced to receive plate end of a galvanized Note:
B. Wood treating/Field Treating steel riser. For Walnut Crrrk. see site
C. Load Testing B. Pressure treated posts to have factory treated ends at laps for location. All NOTE:
soil contact. p 1.03 References/Standards anchor pins to bo 9' in length. ALL FOOTINGS TO BE
A. ASTM A 53 - Pi e, Steel, Black and Hot dipped, C. Continuous grade Beam stringers to be connected a p butts with S eed Pile S licin Brackets. PRE-DRILLED, THEN
Zinc-coated p p g CLEANED AND CHECKED
B. ASTM A 123 -Zinc hot- alvanized coatin son 2.05 Superstructure ( g ) g BEFORE POURING.
Shaped Steel Products A. See Section 1
I~3 are C. ASTM A 153 -Zinc coating (hot-dip) on ~~teel Harc - 6"x6" PRESSURE - 10 30" 4 ~ ) ~ TREATED POSTS RE-BARS
D. ASTM A276 -Stainless Steel Sha es Part 3 Egeeution ~ ~ 2 p IIO SCALE
E. ASTM, ACI and CRSI standards for precuts concrei~ I~roducts 3,01 Inspection/Testing EACH WAY
F. ASTM D-1143-81-Standard Method for Pile Testiok A. Contractor shall verify superstructure layout, spans
G. MSDS Pasininco# 119 (rev-1)12114/1987 -Zinc and resulting loads for consistency with the 3'
Material Safety Data. Sheets manufacturer's evaluated capacities or approved load test SQ.
1.04 Delive Stora a and Hantdlin results, and report any inconsistencies to the owner's ~ g g a ent nor to installation,
A. Contractor shall veri u on delivery that ,ell the proper g p p 3.02 Site re EXIST.
materials have been received. p p, ,
materials from dams e. gee A, Alteration of site soils or vegetation is to be kept to B. Contractor shall protect the g 1- SOIL 6 ~
or Product Stora a of Galvanized Com orients in an extreme minimum to avoid erosion and the need for Temp ary g p re-ve etaion See Sections for erosion Orient and/or rotate sees so that piers so that ° ° ° °d °
Manufacturer's Installation Instructions. g p vith existing ° ° ° d
n d maint,un control measures and revegetation. pins do not conflict with existing C. Contractor shall review MSDS docume is an B, Extreme care shall be taken to assure that no conditions. Field verify before ° ° icy"before 6 e° ° d ° a c
a copy on site at all times. deleterious material such as galvanized coating particles, installation. 4 ° ° d. d ° r 3..
1.05 Submittals siliconized tau or i merit lubricants be allowed to ~N p ° I a ° ~ ~ CLR.
A. Latest edition of Manufacturer s Installation Instructions. enter the surrounding site.
B. Samples of all foundation products to be used in the C. Speed Pile top bracket or Diamond Pier capped pin e ° ° °a
tin work in this sec o ends to be accessible at grade or above. Do not grade or ° ° 2'-6„
C. Stamped shop drawing of foundation system details excavate site to provide level grade for system Note: a o ° MIN.
and connections to superstructure. (For bidder designed installation. See Superstucture Installation, Section Use Diamond Fier foundation support.} System as an alt~~inate 4 ° 4
' 'cal aluation of foundation s stem n to driving 6"Dia, posts D. Manufacturers geotechm ev y 3.04 EquipmentlInstallaho a a a
Load ca acities for this o ect. into the ground. p Pr j A. Foundation system to be installed with
1.06 Quality Assurance/Testing hand carried/hand-held tools only. ° d °
A. Soil testing and outside inspection or vendor super ision will B. Pins to be full length as specified before driving. d
be paid for by the owner. No coupled or welded pins are to be used. ° d Q °
B. The Contractor shall provide all necessary equipment and C. Follow Manufacture's Installation Instructions for 6' d
personnel to perform and monitor pile load tt;sts. Bracket attachment or Piar Placement and Pin Driving. MIN.
Pins to be driven with 6(i# or 90# electric pneumatic 50 0 60 d
Installation jackhammer. Pins maybe "set" the first foot of length PENNY x
or driven the final 2" with a sledge hammer, if pin end You will need: Diamond Piers with the corresponding damage is minimized or removed before capping. 5' NAILS
number of Pins and Pin Caps, a shovel, automatic D. Pins may be cut off in a partially driven position if 2 SIDE a ~ " » ° 1 -6
driving hammer with driving head, a sledge hammer, a the meet substantial resistance in the soil. Refer to - MIN d a c d ° a °
level, wood braces and stakes, a reciprocating ~~r cut y ~ ~ 2 specific Manufacturer's Installation Instruction N O S CA E E a a
off saw with a steel cutting blade, and a hammer and rocedures for establishin ro er conditions before d
nails. ote: Most applications will not requn~e the use p g p p ~ cutting pins. a ° a d'
of a cut off saw) a ` ° °
Step 1: At the first predetermined sighting point, dig a a ° d d
hole with a conical base which is approximately the Notes ° Qa ° d ° ° 5000 PSI
sha of the base of the concrete pier and slightly POLYCAP l~ ° QUICK SET
larger than the pier itself to allow for adjustment. See ° ° ° ° NCRETE d ° CO
Architect's or Engineer's specifications for the depth of Note 1: Do not drive a Pin all the way down at once if this ° ad °
the hole. Typically the pier should sit high enough so causes the Pier to be pulled to one side. Continue to rotate that attached wood is 6" above grade. However, this around the Pier, driving the Pins in increments, until the ° ° a ° ° ~ d
distance is not critical with pressure treated tiirtbers, growing strength m the pile group is sufficient to allow final d d
and accessibility to the upper ends of the driving driving. If loss of plumb is not a problem, the Pins may be ° ° ~b ° d 0 ° ~ ~
sleeves will govern depth. On sloping terrain, dig the driven all the way one at a time. Also, do not continue to - 14 GAUGE, A36,
1' a ainst 14 GAUGE, A hole dipper on the uphill side so that the concrete pier hammer away at a Pin which is bouncing or raft ing g GALV. STEEL GALV. STEEL
sits level. an impassable object if it causes the Pier to ride up the pile DRIVEN PINCI alon the sleeve. Ensure that the ier will remain in place DRIVEN PINCH BAR DRIVEN PINCH BAR
g p
Step 2: Position the concrete pier in the hole, ind when encountering difficulties in the soil, and when following plumb and brace as necessary. At this time the hole the steps in Note 2.
may be backfilled as a substitute for bracing, provided PVC S 4 ' PVC SLEEVE
that no further adjustments for plumb or centering Note 2: If a Pin meets substantial resistance in the soil before IN COP IN CONC. ~ ~ 2
be required during or after the driving of the Pins. See it has been driven its full length, it may be left in this partially BASE NO SCALE BASE
Note 1, driven position and cut off at the top of the pier sleeve and capped, provided: /}the pin will not drive more than an inch
Step 3: Slide each of the Pins through the driving during a fu1160 seconds of uninterrupted automatic PVC SLEEVE a sleeves in the concrete pier and supporting the pin in hammering with a 901b. hammer, 2) attempts to drive the pin IN CONC.
the center of the sleeve, set them 10 to 16 inches into with a single sudden I O lb. sledge hammer blows have been BAS
~ made, and 3 if after a 24 hr. erio attem is to redrive the Pin the soil with the sledge hammer. Then drive each Pin ) p ~ P
z alternate/ in increments with the automatic hammer, using both methods 1) and 2) have been made. The pin STOP TABS Y BEYOND PIN
m periodically checking for plumb and centering. The must be driven at least 6" below local frost line if it is to be cut
off. If this is not the case, the obstiuetion may be close enough upper end of the Pin Pile should be left just far enough
above the top of the pier sleeve so that the action of to the surface that it may be dug up and removed, and the
h drivin head of the automatic hammer does not pier reset and Pin redriven. The pier may also be turned, or m to g ~ damage the sleeve or pier. Do not attempt to drive the relocated within the parameters of your superstructure design
o pins all the way down just with the sledge hammer, or in order to avoid underground obstacles.
er to force the in DRIVEN PIN o~ allow the weight of the auto Kamm p
Note 3: The u r Pin end ma be treated before ca in against the lower half of the sleeve. The piers are PPe Y pP g
~ concrete and may crack if subjected to continued With a cold galvanizing compound, if specified by your REVISION DATE DESCRIPTION BY i APP
impact blows in this orientation. Architect or Engineer,
Step 4: Finish driving each Pin flush or below the top of Temporary Product Storage CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
m 3 the sleeve with the sledge, being careful not tc damage the
~ recuts pier or upper ends of the sleeves. The Pin Cap should To avoid the bulky white deposit known as "wet-storage stain", p th ~ all alvanized roduets shipped in bundles, stacks, or cardboard DRAWN JSM RALEIGH, NORTH CAROLINA
fit snugly inside the bell end of the sleeve, loosely over e p g P
and should be pushed down until it stops. Cau k around the seam cartons, should be protected from moisture until they are CHECKED GLA
between the cap and sleeve with a 50 year 5iliconized caulk if separated and put to use in exposed environments. If products
3 required. If you are using pinch bars, these should be hammered are shipped wet, they must be separated and thoroughly dried 3
HrrRww LLM SUBMITTED
3 fully into the space between the sleeve and pin„ typically within before restacking or rebundling• If indoor storage of the products is not possible, they must be kept off the ground, covered with an C 12 the top half of the sleeve cavity. N O SCALE
Q opaque plastic or canvas tarpaulin covering, and the bundles or DETAILS
z Repeat steps 1 through 4 for the stacks slanted slightly to allow condensation to drain. (1 _
Remaining Concrete Piers 1. American Society for Metals, Metals Handbook 22 HAYES' SEAM' MATTERN & MATTERN,INC. SCALE comm. FINAL DESIGN NOT RELEASED FOR CONSTRUCTION n
Ninth Edition, Vol. I, (USA, 1978), p. 169. ARCHITECTS -ENGINEERS -PLANNERS NO SCALE NO. 75
F- I ALT: FOOTING DATE 9/2/98 SHEET RALEIGH, NORTH CAROLINA Cl

m

NOTE: NOTE: )TE:
1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. 1. ALL LUMBER S .L LUMBER SHALL BE PRESSUF~ 4"x4"x5'-4" 'FATED AS PER SPECIFICATIONS POST
" ~ PICKETTS ~ 5" o.C. 2. ALL LUMBER SHALL BE ATTACHED 2"xfi"xs'LG. CAP TREATED AS PI ,---2 x CONTINUOUS 2. ALL LUMBER S .L LUMBER SHALL BE ATTACHE!'
WITH GALVANIZED SCREWS, NO 45' cUT - WITH GALVANIZ TH GALVANIZED SCREWS, NO
NAILS SHOULD BE USED. 2"X6"XS'LG. HANDRAIL. NAILS SHOULD +ILS SHOULD BE USED.
ROUND TOP EDGES. ELEVArioN
2"xr"~8'LG. RAIL CONTINUOUS 4"x4"x4'-5" POSTS 4° O.C.
ATT~rIIED W/ 3" GALV. (TOTAL OF 3 PER SIDE} 1
SCRI wS 2 PER POST ~
4"x4"x11"LG. ~
BLOCKING (2)5/8" GALV. HEX , 00~ BOTH SIDES BOLTS W/WASHERS , b~
9'-6" 44" lQe Qry
(1) 3/8" GALV. CARRIAGE BOLTS W/ WASHERS, ONE PER POST.
23 1/2 3" 3/4" ~ BOLT
32"
O n n ~ 2 2x10 x8 LG. ~ 1 2
2"X4"X8'LG. SPACER. i ( ) n / 7 CLEAR SPAN BEAM 4 1/2
0 0 NOTES
_2 - ~ 2 2 2' 2' 2"x6"x10'LG. DECKING ATTACHED 9. ANCHOR BOLTS AND STRAPS SHAU_ BE
" (1)5/ GALV, CROSS W/ 3 GALV. SCREW, 4 PER BOLT (1)5/8" GALV. HEX 12°' GALVANIZED AND HOT ASPHALT DIPPED. BOLT W/WASHERS END POSTS TO
(2)2"x10"x8' LG. JOIST DBL. JOIST BOLT BRACING ®CENTER 1 MIN. HAVE ONLY ONE 2. GALVANIZED STEEL OR IRON CAN BE
3" AIR TOGETHER ®24"O.C. OF SPAN „ 8 1/2 BLOCK FOR BRACE USED.
SPACE 1 /2" » 3" 3. HOLES TO BE DRILLED IN STRAP.
1 ~ TYP.
i 4. PROVIDE WASHERS UNDER STRAP SUCH 2" 0 THAT STRAP IS PULLED DOWN TIGHT.
(2)5/8" GALV. HEX BOLTS WITH WASHERS EXIST. 12" STEEL
11" SEWER LINE
3" PI AN
4"x4"x11" LG. BLOCKING
7' SPAN BOTH SIDES W/ (1) THRU vARIES I?"t
5/8" GALV. HEX EXIST. GROUND
BOLT W/ WASHERS. PIPE STRAP F01~ PIER AST: f~O.S-I
NO SCALE
1 2 3 ~ -
C14 C14 NO SCALE C14
NO SCAL ~0 SCALE f~0 SCALE
_ NOTE: NOTE:
NOTE:
" 1. ALL LUMBER SHALL BE PRESSURE 15 LG. #4 1. ALL LUMP I ';SURE 4"x4"x55"LG. 1. ALL LUMBER SHALL BE PR POST 135' \
RE-BAR TREATED AS PER SPECIFICATIONS. TREATED TREATED AS PER SPECIFICATIONS. O ~~,'HED •
TRAIL ELEVATION 24"O.C. EACH 2. ALL LUMBER SHALL BE ATTACHED 2. ALL LUMP ~~,I CouRSE TYP. WITH GALVANIZED SCREWS, NO WITH GAL 2. ALL LUMBER SHALL BE ATi WITH GALVANIZED SCREWS, NO 4 5 8" GALV. HEX ~
' ~ (PRE-DRILL) NAILS SHOULD BE USED, 4' 8' 4' NAILS SH NAILS SHOULD BE USED. BOLTS W/ WASHERS 1
(8)6"x6" TIMBERS.
BOTTOM OF I 6"x6"x12'LG. TIMBER
95% COMPACTED 8 BRIDGE FILL EDGING.
45' d
(2}4'LG. DEADMAN (2)2"x6"x6'LG BRACE ~
4'O.C. CENTERED ALONG FACE OF 5 3 4"DIA, x12" LG. GALV. - I BOTH POSTS ~ EACH. O ~ I _ END OF BRIDGE
/ WALL ANCHOR BOLTS W/ 3" I i ~ n i li 3 -6 -
HOOK 2' O.C. BOTH SIDES 3~ WIDE, 3000 PSI ~ ~ i
CONC. SPREAD (2)12" SPIKES OF FOOTINGS 10 TOTAL 6"X6" WALL/ i ( } FOOTING UNDER WALL ~ i I,
36" ABUTMENT 2 5 B" GALV. HEX i ~ ~ ~ ~
MIN, z J BOLTS W/WASHERS BRIDGE
8" WELL-COMPACTED 2" 1-2 BIT. 0
FILL TO EXIST, GRADE 10' WII~I ASPHALT TRAIL w ' OVER TIMBER FOOTING o SURFACE
+ ~ " . EXIST. ELEV. N 6x6 x8 LG. TIMBER LIMBER ~ COURSE TYP. 2"x6"x10'LG. DECKING 0 I~'
2' TIMBER TEE w FOOTING (TOTAL OF 21} ~LOF21} I ~-(4)5"x5"x3-1/2" WIDE x
57 WASHED BRIDGE CROSSING N 7' CLEAR SPAN p 3/8" THK. GALV. ANGLE
STONE BACKFILL 0 EA. SIDE, BOTH WALLS (8 TOTAL)
4" PERFORATED I ( 8" w 95~ COMPACTED 1' 2 2"x8" BLOCKING BETWEEN
DRAIN PIPE TO ~ ~ ~ SUB-GRADE ( )
DAYLIGHT `~I - "~~(21)6"x6"x8' LG. PRESSURE ~ g 2" I - EACH BEAM ATTACHED W/GALV. p DBL. JOIST. HANGER ~ BOTH ENDS
3" CLR 6 3/4 TREATED TIMBER FOOTING j ~ WING WAL S L 6" ABC
STONE 2"x10"x10'LG. PLATE. ~ p
~ 4" 8" 28» p #57 WASHED
~~i STONE BACKFILL 6"x6" TIMBER 0 WALL.
' #57 WASHED 0
" 2" STONE 95% COMPACTED 6 CLR SUB-GRADE a 3000 PSI CONC.
3' V V FOOTING (4)1/2" GALV. LAG
3000 PSI CONC. FILTER FABRIC ~ BOLTS W/WASHERS NOTE: 8" EA. SIDE, BOTH WALLS
~4 REBAR EA. FOOTING 3" ~ n 2 PER SIDE 1. ALL LUMBER SHALL BE PRESSURE
WAY CONT. 10 4x4 x36 LG. POST ( ) TREATED AS PER SPECIFICATIONS.
(2 PER SIDE) 2. ALL LUMBER SHALL BE ATTACHED
18" 18" WITH GALVANIZED SCREWS, NO t2" NAILS SHOULD BE USED.
MIN.
4 5 6
C14 C14 C14
NO SCALE f~0 SCALE I~0 SCALE
14' 3Ei"
PIPE STRAPPING - 12" EXIST. SANITARY SEWER PIPE
CONSTRUCT (SEE DETAIL)
Q SUPPORT AT ~ 3 t" CWaIFER 1` CHAMFER
a 10% Mme' OF TRAIL t4 r-_ TRAIL PROPOS
~ ~ ~ ED GRADE J
a / / ~ " / / nEs W ~4 T1ES
z V~, 24 MIN. V~~ ~ ~A 012` O.C. IPE STRAPPING. i, 012` O.C. BARS 24' IF SPUCE IS REQUIRED VARIES
m (SEE DETAIL} m 3" CLEARANCE 3" CLEARANCE 3` CLEARANCE
a~ ,f FILL-f 48' MIN. ,f FILL-f
PROP' EXIST. PIPE DIA. PROP. ~!g gp~
36 CMP 36 CMP oto o.C.
m i~~~j~ ' . ~V~~~ GROUND ELEV.
Co ~~~~~i a ~ VARIEa a / 24"
~ ~ ~ ~ ~ a a a ~ ~ EXISTING GRADE 3s" 36" 3E3'- ro a 38` MIN. 22" 16" 22'
m 98% COMPACTED o 7 BACKFILL r REVISION DATE DESCRIPTION BY APP . .
24" MIN. CONC. PIER SUPPORT t2 • • • • • • • ° a a (SEE DETAIL) I • • • • • • • •
L 3 Q ' CAPITAL AREA GREENWAY SYSTEM lo` DESIGNED GLA
3" CLEARANCE rV„ 3" CLEARM Q ~ s. 4 3" CLEARANCE t2n 12" 3`
a s BARS DRAWN RNC RALEIGH, NORTH CAROLINA
NT ~ a as 12 aq a 1. ALL CONCRETE TO BE 3600 PSI. 012 o.c. BE 3600 PSI. #57 WASHED STONE gO"
CHECKED GLA
3 ~ 6O*lJ K rCl I ~I 11A VII II II/ tJ[I/~LIT D[IAI[/~D/~[(1 ~ruicnonrn i
3 fib/ WASHED tNUNE 12" CONCREfEvm nuvni nruivrvnvcu uivrvn~c~
PIERS TO BE 200-0".
Q z 8 -
3. NO REINFORCING STEEL TO BE 91 PLACED TEEL TO BE TTED JLM
WITH CLEARANCE OF LESS THAN C14 F LESS THAN NO SCALE SCALE COM
_ _ 3" TO FHA VED JLM SEWER CROSSING S, SEAY, MATTERN & MATTERN,INC. M.
THE SURFACE OF THE PIER. w 'HE PIER. HITECTS - ENGINEERS - PLANNERS AS NOTED NO. 7522
C14 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C1
NO SCALE

1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS.
NOTE: 2. ALL LUMBER SHALL BE ATTACHED
1. ALL BRIDGE HANDRAIL SECTIONS ARE WITH GALVANIZED SCREWS, NO
24'-1" BASED ON A 12 FT. DESIGN MODULE. NAILS SHOULD BE USED.
22' CLEAR SPAN

' 4' - 4' 4' r-- 4' - 4' 4' ~ " 2"x 4" P ~ 3/8 GALV. ~ 6" 0.( 2"x 4" PICKETS • ~ 6" O.C.
" CARRIAGE 2 -6 6'-6" 6 -6 2'-6 BOLTS
" - I
6 4"x4" POST 2"x8" TOP RAIL 4' O.C.
_ 0 0
SOLID 6x12 TIMBER OR 5 xt2-3 8 GLU-LAM 3" GALV. SCREWS p II u
it IT
! u u r
SOLID 6x12 TIMBER OR 5x12-3 8 GLU-LAM
! u ~I 2' ~ ~ ~ I I
II u
1 f SOLID 6x12 TIMBER OR 5x12-3 8 GLU-LAM ~ 4 1
N s s s I s s r t~ COI CD s s a a s N
~ s `a s r~ r a x ~ e s ak s c c ~ 12 ' ~ ; N N N \ N N I I n1 N sN I I N N N; '
N
- ~ SOLID 6x12 TIM - ~ BER OR 5x12 3 8 GLU-LAM 2"x6" BOT. RAIL
li ~ u " 2 ~ ~ ~ 3 AIR SPACE SPACE
' ~ 1 ~ ~ GALV. ANGLE
' ANCHORS TYP. ~ SOLID 6x12 TIMBER OR 5"xt2-3 8 GLU-LAM
II ~ (SEE BEARING u > i ~ ~ DETAIL) 2"x6"x10'-7"LG: -
2 ~ i I 0 I I I ~ ' 0 BRACES
' o ' SOLID 6x12 TIMBER OR 5x12-3 8 GLU-LAM a 2"x6" CROSS
' ~I o 0 0 z BRIDGING (SEF
' 22' CLEAR SPAN w FRAMING PLAN)
BRID > GE FRAMING PLAN 1 1 ,
4 4 4' 4, _ 4,
L____. J
12 -12' - 12' •
NOTE:
1 a ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS.
2a ALL LUMBER SHALL BE ATTACHED
1 _ WITH GALVANIZED SCREWS, NO
NAILS SHOULD BE USED. 2
C15 NO SCALE C15 NO SCALE
4"x4"x5'-5" LG.
POSTS 4' O.C.
4"x4"x53" LG. PRESSURE TREATED END POSTS 3SURE 4' - S
2"x6" RAIL CONT. 5"x5"x7" WD. GALV. ti/8" THK. ANGLE (TOTAL OF 4 PER SIDE) 2"x6"x10' LG.
ATTACH W/3" GALV. SCREWS 2 PER 1° RADIUS DECKING
POST PER RAIL 45' C
~ BEVEL EDGE - 18" WD. ALUM. )GE - FLASHING CONT.
4"x4"x5'-5" POSTS 4' „
O.C. 12" a/a GALV. CARRIAGE BOLT 5"x12-3/8"x22' LG. GLU-LAM OR 6"x12"X22' LG. SOLID
~ 2"X6" HAND RAIL I W/ WASHERS (3) 5/8" GALV. HEX CONT. ROUND TOP 5"x12-s/a"x22'LG. FOR HAND RAIL. BOLTS W/ WASHERS BEAMS, 24" O.C.
EDGES GLUE HLAM or i` (ENDS POST). 1 /2" /2"
6 x12 x22'LG. SOLID 2"x 4" PICKETTS
44" BEAMS ®24"O.C. ®6" O.C. (TYP.) 1 2"X4" SPACER „ 1' 1'-6"
2"x6"x10"LG. DECKING 23-~/2 ' ATTACH W 3" GALV. WOOD GALV. CROSS _ T-
/ BRACING 6' O.C. 2"x6" RAILS CONT. TYP. 3 4" GALV. HEX ~ ' 32" SCREWS 2 PER BEAM PER BETWEEN B " / ' . I ' + 1_
PLANK EAMS ATTACH W/3 BOLTS W/ WASHERS ~ ` ' ' (2 LOCATIONS) GALV. SCREWS ' ' 2"X6" CROSS
24" 24" 24" 24" 24" " i ~ ~ ~ BRIDGING iii
2"xt2"x12' lG. " iii iii
2 s s" GALV. HEX \ 3 3" AIR 8-x/2 / PLATE HELD BY SPACE BOLTS W/ WASHERS ANCHOR BOLTS 3~ iii iii
MIN. ~ iii
VARIES " (2)s/e GALV. HEX
BOLT W/ WASHERS ~ ' „ _ BOTH SIDES ALL POSTS. y' 2 3 8" GALV. HEX
5~/z - 2~,~~-. • 8 • ~ / 2 ~ BOLTS W WASHERS
EXIST. GRADE / 2 2"x6"x10'-7" LG.
2"x6" CROSS ~ . 15' CUT 2 2"x6" BLOCKING v 2 2"x12" BLK'G BETWEEN ) O BRACES
BRIDGING(SEE (2)2"x6"xt0'-7"LG. ( ) FRAMING PLAN BRACES FOR ALL 4'O.C.(TYP.) - . ` J ' EACH BEAM ATTACH W/ GALV. DBL. JOINTS HANGER
POSTS EXCEPT END #57 WASHED a ; , a. AT BOTH ENDS
POSTS. STONE BACKFILL ~ ,
4 tl btl
I
I 3/4"x12" LG. ANCHOR
BOLTS W/ 3" HOOK
(TOTAL OF 2 PER SIDE).
NOTE: NOTE:
1. ALL LUMBER SHALL BE PRESSURE 1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. z TREATED AS PER SPECIFICATIONS.
2, ALL LUMBER SHALL BE ATTACHED 2. ALL LUMBER SHALL BE ATTACHED WITH GALVANIZED SCREWS, NO
a a WITH GALVANIZED SCREWS, NO NAILS SHOULD BE USED.
NAILS SHOULD BE USED. Q 3 - 4 -
W C15 C15
z NO SCALE NO SCALE
m in
m REVISION DATE DESCRIPTION BY APP
DESIGNED CAPITAL AREA GREENWAY SYSTEM
3 DRAWN RALEIGH, NORTH CAROLINA
U
CHECKED
nninnr-
3 APPROVED orltlutvt
Z
SUBMITTED DETAILS
HAYES, SEAM, MATTERN & MATTERN,INC. SCALE COMM.
U; l AS NOTED NO. 7522
r+ LL FINAL DESIGN NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS - RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C1

6 ± 4 8 -7' 1'-6" 6'f 10' , 8' 2 -6"
NOTE: PLACE 1/2" 225.4
EXPANSION JOINTS EVERY NOTE: PLACE 1/2" 225.4
15' ON CONC. TRAIL. EXPANSION JOINTS EVERY ~ 15~ ON CONC. TRAIL. 0 ~ ~
1' 3' EXISTING
4" CAP M~' 2SELECT SLOPE EXISTING 4° CAP ~-SELECT SLOPE
CONC. TRAIL 22350 ELEV BACKFILL CONC. TRAIL 223.50 ELEV. BACKFILL
A " C
STANDARD UNITS LTER FABRIC
ILTER FABRIC
Y ~ 57 STONE w 4"x4" P05TS~ ! i~ Y #57 STONE
~ VARIES BACKFILL 3'-9 MAX. w ~ VARIES ' ' ' BACKFILL
0 ~ 3'-9" MAX. ~ PIPE RNLING INSTALLED 3'-6" G ID
w 1 /2" EX. JT. 1 /2" EX. JOINT z ~ IN SLEEVE (SEE DETAIL) MIN. 1/2" EX. JOINT
~ _ 219.8 21 b s w 6x6 1.4x1.4 WWF W Z ~ 219.8
z BRIDGI 4 "J" RE-BARS r II L /~BOT/.~ COURSE ~ 6x6 -1.4x1.4 WWF --218 5
w # " " " W/ CONC. 3 ~ ELEy, SLOPE 2% 12 O.C. 12 x6 ~ 3" ~ Z ~4 "J" RE-BARS FlLL BOT. COURSE 3
v ELEV. VARIES SLOPE 2~ 12" O.C. 12" x6" I, ' 3" r W/ CONC. ~ OGRID
- #4 Rf_-BARS • (2)#4 KEBABS (2)~4 REBARS #4 RE-BARS - 4 RE-BARS
6 O.C. CONT. (2)#4 KEBABS 30" LG. 24" O.C. 1, 6" O.C. CONT. 3000 PSI CONC. 15" O.C. CONT, 15" LG. 24" O.C. (Z)i~4 REBARS 30" LG. 24" O.C. 6 O.C. CONT. 3000 PSI CONC.
FOOIING 1YP. 217.27 6" FILL TOP BIK. " FOOTING TYP.
VARIES 4" CSI' 4) #4 RE-BARS ~4 REBARS UNITS W/CONC. 6 ~3'
5'-8" MAX. 3 10" O.C. CONT. VARIES 15°LG. EACH I I 4) #4 RE-BARS UNIT 10" O.C. CONT. 5'-8" MAX.
~4 KEBABS ~4 "J" RE-BARS FILL THIS BLK- 15" LG. 18" O.C. 12" xti" " I 8 #4 "J" RE-BARS
COURSE: W/ CONS'. EACH UNIT (2) 4" PVC 1._9. 18" O.C. 12" x6"
PERFORATED ~ 57 STONE # LTER FABRIC COMPAt;T UNITS PIPE DRAINS BACKFlLL ~1 CLASS 1 '~i LTER FABRIC
RIP-RAP
POUR CONC. FTG. SEE ABUTMENT DETAILS CONT.
INTO BLK. UNITS 1 -6. FOR MORE INFORMATION 212.94 1' I ~t.94 ~ = . '1. -_-1 ~ j #57 STONE
<r--5~;~; ~ ; j ~ BACKFILL'`,
`tJ~: ~ ~ ~ ' 4' •---I - ~ oY-~°~ ~ J_
~ _ ~ GEOGRID ,r ~ ~ ' ,~I #4 KEBABS 30" LG. NOTE: ~ ~ n ~ #4 REBARS
" FABRI 24" O.C. (2 ROWS) USE KEYSTONE-GRAVITY
6 C WALL SYSTEM W STANDARD / 6" 210.94 24" O.C. FILTER FABRIC
CLASS 1 3000 PSI AND COMPACT UNITS OR 1' RIP-RAP f;ONC. APPROVED EQUAL. 6" 4)~4 REBARS
CONT. FOOTING Ill'. (4)~4 KEBABS 10" O.C. CONT. t~ NOTE: 1' MIN. ~ 3.
10" O.C. CONT. 7 USE KEYSTONE-GRAVITY
6" } WALL SYSTEM W STANDARD / CRUSHED STONE UNITS OR APPROVED EQUAI.
CRUSHED STONE- 2'_10• 8"0 PRESSURE BACKFIU_ TREATED WOOD PILES BACKFLL 3'
30" O.C. DRIVE TO
REFUSAL
(SEE SPEC.}
RETAINING WALL SECTION THRU ABUTM ~ ENT
R ETAI 2 RETAINING WALL SECTION UPPER LEVEL 2
c~ 6 NO SCALE C16 NO SC 16 NO SCALE
2" SCH. 40 1-1/2" SCH. 40 GAIV. PIPE GALV. PIPE
--6't- 10' 8' 2'-6" (TOP RAIL & (VERTICAL PICKETTS) NOTE:
BOTTOM RAIL) WELD MEMBERS 6._9. TOGETHER. PAINT WELDS
226.0 6" W/ GALV. PRIMER
6'-3" 2, ~
NOTE: PLACE 1/2" 5" 5" 5" 5" 5" 5" 6" (2)2" SCH. 40 GALV. PIPE WOOD HAND RAIL
EXPANSION JOINTS EVERY (SUPPORT POSTS) RDUND TOP EDGES
15' ON CONC. TRAIL. (1)3/8'x5' LG.
GALV, CARRIAGE
" CAP EXISTING BOLT EACH PDST
SELECT SLOPE 223.50 ELEV. BACKFlLL~ 2x4 CANT, 3 -7"
N 3'-6" i?x6 CDNT, 2'-8"
c" ~
2' 0
6" CDNC, TRAIL l 6"
Y W -
U i ~T GROUT ~ _ _ _ T L MIN. 6 lG,
w FLTER FABRIC 0 ~ _ _ ~ NOTE: IN PLACE PVC SLEEVE
w z PAINT RAIIlNGS BRIGHT MIN. 6" LG. GREEN (SEE SPECS.)
J ~ CONC. TRAIL w PVC SLEEVES
~ ~ 57 ONE w VARIES # ~ 3
~ 6" BACKFlLL ~ 7'-4" MAX. ~
RAILING ELEVATION RAILING SECTION
PIPE RAILING INSTALLED z IN SLEEJE SEE DETAIL
Q ( )
~ 3'-6" #4 RE-BARS a 1/2 " EX. JOINT ~ MIN. 15" LG. EACH
J (2)~4 KEBABS BLK. UNtT 216.2 ' i 214.5 2x6 HAND RAIL
Q 15" O.C. CONT. z 6"x6"-1.4x1.4 WWF 4 "J" RE-BARS FILL BOT. COURSE 2x4 SPACER
~ W/ CONC. 12" O.C. 12" x6" METAL
c~ ELE4'. VARIES SLOPE 2% 01 216.0 MIN. SUPPORT POST
" 4 RE BARS VARIES 2 -5 MAX. EACH 2x4 & 2x6
15" LG. 24" O.C. (2}~4 KEBABS 3"'.... 6" O.C. CONT. 3000 PSI CONC. TO RUN 13'-2"LG.
Q 212.6 ~ ~ ~ FlLL TOP BLK. FOOTING TYP. - UNITS W/CONC. 6" 4" ALTERNATE LAP JOINTS -BOLT TO
~ ~ 3' EACH SUPPORT POST (TYP.)
~ r - ~ (4) ~4 RE-BARS 10 o.c. coNT.
1'-8" 4 KEBABS ~ # `D ~ ` ~ 30" #57 STONE ~4""J" RE-BARS ~ FILTER ~ , 210.94 " LG' BACKFILL 18 O.C. 12" x6" ~4 RE-BARS LAP JOINT
FABRIC ~ ~ Y'„ ' 24 O.C. ~ 30" LG. 24 O.C. REVISION DATE DESCRIPTION BY APP
I- 4 4 KEBABS FILTER FABRIC CAPITAL AREA GREEN
" 10" O.C. CONT. DESIGNED WAY SYSTEM c~A
3 6 CLASS 1 RIP ~ 1' MIIN. -Rqp CONT. ~ 3000 PSI CONC.
1~ o o ~ FOOTING TYP. DRAWN JSM RALEIGH, NORTH CAROLINA
CRUSHED STONE
_ BACK=ILL 3' NOTE: USE KEYSTONE-GRAVITY WALL SYSTEM W/ STANDARD pl,~ CHECKED GLA
I UNITS OR APPROVED EpAUL. A
L RAILING DETAIL PPROVED JLM RETAI N
C16 NO SC 3 RETAINING WALL SECTION (LOWER LEVEL) 16 DETAILS NO SCALE SUBMITTED JLM
HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
C~6 NO SCALE FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C1 C

3"
i
9"
5' S'-6" VARIES Y4"
~ 1 3/4" 9 1/4' I m 2'_2 _ i i 2" 2'-3 1 2" - 2'-4' 3 4' 2 / 1' 6 3 4" / / / 2'-4"
•r , s"
2x12 2 2x12 2x12 3" CLR. 3" NOTE: t. ALL LUMBER SHALL BE PRESSURE
4 3/4' TREATED AS PER SPECIFICATIONS.
2. ALL LUMBER SHALL BE ATTACHED
~ ~ ~ WITH GALVANIZED SCREWS, NO NAILS SHOULD BE USED.
2'-B" 2x12 ~ 3. THIS IS A SCHEMATIC REPRESENTATION,
N N O \ N N PLAN VIEW ACTUAL FIELD CONSTRUCTION MAY VARY SLIGHTLY.
5' N N 4'-1/. N N N ~ ~\N N
~ ~ \ \ 2X12 \
1'-11" \
2 2x12 Y
2x12 1 J 6'x6" PRESSURE 9 1/4" Q TREATED POSTS (6)18" #4 RE-BARS
4'-i/2" > EACH WAY 2'x6" DECKING W
PLACED 0 A 45 DEGREE Q 2"x4` PICKETFS
2' DIAGONAL TYP. - SQ. 0 5" O.C. TYP.
2'-3 1/2" ~x4 RAILING POSTS (n 225.
N N SIDEWALK
5'-6" x N N N N •
N N N N EXIST. • • •
x 6' d a
d
rn , a, • • G"x6" TIMBER
O i t~TiNGS • 2"x12" STRINGERS
Y • 2x8 ~ ~I'/~ ®j 222.6 • 1
.S • ® ® J • <0~
2x8 3'
' MIN. ~ \ 3'-6" ~ \ ~ ro 2"x6" CROSS BRACING (3 •
3'-11" cxv x N N MIN. 3° SIDES) 2"x12"-
STRINGERS
2x8 Q 50 OR 60 ® 219.6
PENNY NAILS 2x8 EACH SIDE •
fi"x6" TIMBER
ABUTMENT EXIST. GRADE F(x)TINGS ~-~57 WASHED - - - STONE BACKFlLL
<a , 3000 PSI 6"x6" TIMBER POSTS
CONCRETE NOTE:
1'-s" 1, ALL LUMBER SHALL BE PRESSURE MIN
TREATED AS PER SPECIFICATIONS.
2, ALL LUMBER SHALL BE ATTACHED WITH GALVANIZED SCREWS, NO
NAILS SHOULD BE USED,
3. THIS IS A SCHEMATIC REPRESENTATION,
ACTUAL FIELD CONSTRUCTION MAY VARY SLIGHTLY.
STAIR FRAMING PLAN
1 CO NC. POST FOOTING STAIRS _ 2 ~EVATI ON STAIR E 3
I c17 NO SCALE c17 N~) SCALE c» Na scA>-E
NO1 NOTE:
-5' 1, ALL 1, ALL LUMBER SHALL BE PRESSURE
THE 2. ALl TREATED AS PER SPECIFICATIONS. 2. ALL LUMBER SHALL BE ATTACHED
wIT WITH GALVANIZED SCREWS, NO
4"x4"x4'-71/2" LG. ( ~ ~ NAI'~~ RAILING POSTS 2'x6° PRESSURE r~;~~~ 2'x12"dt2'x10' NAILS SHOULD BE USED.
TREAIED DECKING ( BEAM (3 SIDES)
i 0 A 45' ANGLE I 's
~~i ` (2)s/e" GALV. HEX
BOLT WITH WASHERS
GROUND LEVEL
2 6"x6" TIMBER FOOTING 5'-0'
2x4 tt-t/2" 11`
2x6 Zx8
1 6 x6'x6' LG. AIR SPACE 2"x6" RAIL CONT.
UMBER BASE 2"x6"x4"-6" LG~. ATTACH W/3" GALV. JOISTS 20" O.C. SCREWS 2 p~ i' t" Raows 2x4 TOE 1 2" 6• PLATE / NOTE;
POST PER RAIL ~ 1" DRNG'E FASTEN W/
4'x4' POSTS ~ /8" OPENING 3" GALV.
12' CAl SCREWS 12" CARRIAGE BOLT
yy/ ~ 2'x6' HAND RAIL FOI W/ WASHERS Z 2x 12 FOR HAND RAIL 2
_ ROUND TOP EDGES 2"x 4" PICKETTS
UPPER PLATFORM S I_CTI O N 2"x12' STRINGER TYP. 2~ 4 NOTE: 44' o 0 5" O.C. (TYP.)
2"x4' SPACER 23-1/2" C17 SCALE 1. ALL LUMBER SHALL BE PRESSURE 2'xs'k2'x8'xs'lG. TREADS 3-1/2"
TREATED AS PER SPECIFICATIONS. scRE~WS~ 2w~ s ~~R 2~ 32" PER PLANK A. 2"x6" RAILS CONT.
2. ALL LUMBER SHALL BE ATTACHED " " ~ WITH GALVANIZED SCREWS, NO 20 20' 20 I ATTACH W/3" GALV. SCREWS.
NAILS SHOULD BE USED.
(2)5/8` GALV. HEX
SPACE ~ BOLTS W/ WASHERS
z
a
a- 2'x12' PLATFORM BEAM ATTACH a STRINGERS TO BEAM dt LEDGER

J 5' 2'x4' LEDGER Q w 6'x6' SUPPORT ATTACH TO 2'x12'
~ POSTS. BEAM IR TREAD ~C RISER STA
o~ o~
~ 2"x6` PRESSURE 2"x6'x2'-101/2" LG. C17 NO SCALE
u~ 0 A 45' ANGLE BEAM ALL 4 SIDES
0 ~ 6'x6"X5'-6" LG.
STAIR BASE
cD -
L GROUND LEVEL
REVISION DATE DESCRIPTION BY APP
i- X57 WASHED 2t/z° AIR SPACE DESIGNED cLA CAPII~AL AREA GREENWAY SYSTEM
(2)6'x6"x4' LG. STONE BACKFlLL m TIMBER FOOTING
r 2'x6'x2'-6" LG. - DRAWN RNC RALEIGH, NORTH CAROLINA
JOISTS 20' O.C. j
CHECKED GLA
[+T w I A
APPROVED JLM 0 1 AM
SUBMITTED JLM I DETAILS
HAYES, SEAY, MATTERN & MATTERN,INC. SCALE comm.
S BOTTOM PLATFORM SECTION 6 STAIR CROSS SECTION
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
NO SCALE NO SCALE RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C17

NOTE: NOTE:
1. **COO 4" ~ PVC PIPE UNDER CENTERLINE MAN [~ItAIN SLOPE TO DRAIN BRIDGE & TRAIL CON ~v~YLIGHT AT FACE OF BANK. 2. **FOR 1. **COORDINATE W/ BRIi~„E CENTERLu1F
MANUFACTURE PRIOi' TO BRIDGE ,U
CONSTRUCTION. TRAIL
3~~ 3,.
2. **FOR TIMBER BRIDGE. 6^ 12 SPACES CAA 11-1/2°=11'-6°- 6" 1'
USE USE 15" DIMENSION. EL 218.6
1' (LEVEL)
I; - - T _ _ _ , -
**CENTERLINE FACE OF -CENTERLINE ANCHOR BOLTS **VARII S 9" ~I ~ T _ I
BACKWALL BRG. 1 _ _ _ ,
I1 _ ~ 1~ - ~I
• • 6.. 3 • ~ _ ~ _ .I _ ~ - rt ~ ' - RE-BARS 4'-7" - r ~ - (SEE NOTE)
- - i' - - - fi" 3'= • • s' ~I~ ~
6 3,> •
„ ~ s
1'-6" - - 1 F
9'
~-6-{- _ L_~- it : _ ~ • a - * s „ a a
1 5•_9,. 5._9.. g" + T+ ? • • ~ 1 1 • ? ? ? 1
3"
OUTLET 6' 6'
PIPE
1' 6'-6" 6'-6"
NOTE:
1. **FOR TIMBER BRIDGE ~ `*FOR PRE-ENGINEERED BRIDGE 3. *TURN WING WALL ON EAST
(5) 8"~ PRESSURE -
RE-ALIGN ANCHOR BOLTS COORDINATE W/ BRIDGE SIDE ABUTMENT - SEE PLAN T EATE TO MATCH GALV. ANGLE MANUFACTURE PRIOR TO & PROFILE SHEET C9. 30" 0. LOCATIONS. (SEE DETAILS ~:ONSTRUCTION. TREATED WOOD PILES
30" O.C. DRIVE TO 11 SPACES ~ 12"=11'-0°-
REFUS ALT: B-1) REFUSAL(SEE SPECS.) 3" 9" 9" 3'
1' 13' 1'
NOTE: NOTE:
ALL R BARS 12" M ABUTMENT PLAN' 0 ABUT C~8 NO SCALE C18 NO SC CENTERLINE ALL REWFORCWG
BARS ARE #4'S ~ 15'
12" MAX. SPACING
ABUTMENT ELI NATION
NO SCALE
9' - 6"
CLEAR BETWEEN HANDRAILS
BEARING &
FACE OF BACK FOOTING
WALL 4 -9.. 4,_9..
i
8" ~ . 6•• ~ BRIDGE
& TRAIL
6" FACE OF
- -EL. 219.6 BACKWALL HAND RAIL. I TOP CHORD
r
WOOD m I " O 60 ° F o MAX. 4" i cO VERTICAL &
DECK 1" O 60 °
I ~ D IAG 0 NAL z ~ OPENWG i d-
~ VARIES
3'-1" FINISH TRAIL w ~ ~ PROPOSED 3° TREATED
APPROX. 8" POROUS
GROUND BACKFILL w ~ SAFETY ~ GRADE EL. WOOD DECK RAILS
ELEV. 216.5 y EXIST. GROUND FLOOR z m -
- STRUT
a w
0
-BEARING i BOT. CHORD
4" PERFORATED 3" 1'-6" TEFLON BEARIN* PAD * PLATE PLATE * I
DRAIN PIPE CLR. NP. 1/2" NON-SHRINK FLOOR j FLOOR STRUT
1-1/2"x3-1/2" GROUT (MIN.) BEAM
DEPRESSED KEY ~ 9"
& CONST. JOINT BOTTOM CHORD
SETTING SETTING
~TMP > g., OF BRIDGE ~ PLATE PLATE
(5) 8"~ PRESSURE TREATED 3'
WOOD PILES 30" O.C. DRIVE 5 PRE-ENGINEERED PEDESTRIAN BRIDGE
TO REFUSAL (SEE SPEC.) 1 y ~ ~ 1'MIN.
-7~ C 18
3/4"~ #57 WASHED STONE ~ C~ BEARING BOLTS * * * HOOK ~ 3/4"4 ANCHOR NO SCALE
BOLTS W/ 3"
HOOK
3" 3" 3"
S 2~-6~~--f--2~ * COORDINATE SIZE & LOCATI WITH PRE-ENGINEERED BRIDG NOTE: NOTE: MFR. & LOCATION REVISION DATE DESCRIPTION BY APP
ED BRIDGE DESIGNED cAPyyALNUT CREEK ATRAIL EM
ALL REINFORCING BARS ARE 1. **COORDINATE WITH BRIDGE
DRAWN JSM R4LEIGH, NORTH CAROLINA
#4'S ~ 12" MAX. MANUFACTURE PRIOR TO
- CONSTRUCTION. CHECKED ~~p,
2. **FOR TIMBER BRIDGE, APPROVED JLM bKIUUt At3U I MENT
- USE 15" DIMENSION. SUBMITTED JLM DETAILS
HAYES, SEAM, MATTERN 7MATTERN,INC. SCALE COMM.
~ SECTION (WEST SIDE K 4 TYPICAL BEARING DETAIL
LL- FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ARCHITECTS -ENGINEERS -PLANNERS AS NOTED NO. 7522
C18 NO SCALE C18 NO SCALE RALEIGH, NORTH CAROLINA DATE 9/2/98 SHEET C18

STEEL OR WOOD POST POST TO BE INSTALLED FLOW VARIABLE-AS DIRECTED BY LANDSCAPE ARCHITECT
- WIRE FABRIC SLANTED TOWARD UPSTREAM 10' MAX. B N.C.D.O.T. #57
V END OF DITCH. WASHED STONE CLA; - CLASS "B° I' THICK
TOP OF DITCH 5 MIN. A ~~c~ ~ RIP_ N0. 2 CHICKEN WIRE A RIP-RAP ~ MIN
(VAR.) ToOo -v~ BURLAP V ~
ry SEE PLAN
~ ~ t'i , X WIDTH ~)F EXISTING CHANN
~ k ~ 1.5' r 3 0 ~ -I I ~ 2' EL 1.5'
I-I i I-i I i-I i I- -n CLASS B' N.C.D.O.T #57
26 BURLAP - I i _ _ _ _ V II Ill III _ III-1
~ -III=~ 6 ' ~ RIP-RAP ti; ~ ~ ° _ill=' B('I IOM OF DITCH ~ ~ ~ „ WASHED STONE I I ~TRA - - _ 18 MIN. LNE CUTOFF TRENCH W/
~ 6 -i ~ 6 MIN t , ~ LINE ~ STRE FILL ~ z -I 11 ~ ~ t STRENGTH FILTER FABRIC - - -1 - -
-III- SLOPE ~ ~ 'r S 'II-III= - - - SECTION-BB - - -1
y'~
2 I (-I GRND. UNE V~ - =--i
~ Z~ PLAN I I-1 11-) 11- _I I l_I I ~I I I-1 I I-1 I I-III- I- - _ - -I - -i
ANCHOR BURLAP STEEL POST 2 h, i ~
WOOD POST 3' ~~~i'% °p SEE PLANS , 6 MIN \;~A~, 2 MIN 2' MIN. E - _ - 2 MIN. BELOW ( - _ - ~ - '
2 LEVEL C LEVEL OF - - - - - - - - - I -
_ - _ _ 1 LOWEST I-III-III-III- ~ I I-III- ~ LOWEST EMBANKMENT - - - - - - - - --I i I-- -I ; I-, ; , CLASS-B STONE
~ r 1 SEE -I I! -I I I_ I I I
N~T ~ ' ~ PLAN ES: ~ ~ ~r
NOTES:
(1) FENCE FABRIC SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE 12" A NOTES:
STEEL POST TO BE MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING. 1. DRAINAGE AREA N~~( TO EXCEED 50 ACRES. GRAVEL BEDDING
DRIVEN IN 2' WOOD (2) BURLAP SHALL BE 7 1/2 OZ. WEIGHT AND A MINIMUM OF 32 IN WIDTH BURLAP 2. MAXIMUM DAM HI I~:HT 8 FEET. OR FILTER FABRIC 3. SPILLWAY SHALL I{I CAPABLE OF CARRYING
POST TO BE DRIVEN SHALL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY THE ENGINEER. THE 10 YEAR SI~~KM.
IN 3'. 3 STEEL POSTS SECTION-AA SHALL BE 5 -0 IN HEIGHT AND BE OF THE SELF-FASTNER ANGLE 4. SIDE SLOPES UP' REAM: 2:1 DOwN~TREAM: 3:1
STEEL TYPE. 5. CHECK STRUCTUF~~ AFTER EACH RAINFALL.
(4) WOOD POST SHALL BE 5 TO 6 FEET IN HEIGHT AND 3 TO 4 INCHES IN DIAMETER 6. CHECK STRUTURI IOR EROSION, PIPING
WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN 9 AND ROCK DISPI ~1~:EMENT AFTER EACH RAINSTORM AND ICI-:PAIR IMEDIATELY.
1 # WIRE STAPLES 1-1 /2" INCHES LONG. 2 7. RIP-RAP SHALL I,I CLASS "B". 3
C19 NO SCALE (5) REMOVE WHEN VEGETATION IS ESTABLISHED. C19 C19
NO SCALE NO SCALE
1/2 DIAMETER OF PIPE OR 12" WHICH EVER IS STREAM CHANNEL UPSTREAM END OF OVERFLOW STORM DRAIN 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
GREATER MAX COAh'~I AGGREGATE EARTH FILL COVERED BY IWNK HEIGHTy ` ADVERSE SOIL CONDITIONS, IF AVAILABLE.
6" DIII' LARGE ANGULAR ROCK 6Vr ~ 4~ ~ , ~ 2. RIP THE ENTIRE AREA TO 4 INCHES DEPTH. ` t/3 PIPE
~ ~ w fir- ~ / - r ~ , ~ • ~ DIAMETER 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING d
FILTER FABRIC ~ ~ 0 0 I . G _ d: SURFACE REASONABLY SMOOTH AND UNIFORM. ~ : n
, ~ ' ~ V OCA~g © 0 0 ~ ~ ~ SURFACE FLOW V C,~ DIVERSI N 0 - - - - ' Qa _ ~ i Ii' - I I I ~ I O i 0 iC~ ~i~ , 4. APPLY AGRICULTURAL LIME UNIFORMLY AND MIX WITH SOIL. _ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY
~I_I~~U~LL_I~~III~ I 4V ~ 00 ° ~ °'b0~ °p ° o o _ II_. ~I Vvy, r~ 6 D; oa~a/o~7(7 po 0 0 0 _ - o \ euRr eo>>~~M ~ ° ' ~ UNIFORM SEEDBED IS PREPARED 4 INCHES DEEP.
d G~ o - - i i I L i - ~ 0 0 - - o - - A o - I 0 - - OF PLYWO~u~ 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
- _ - ~ ~ yr• ~ _ - - i i - - _ ~ - ~ _ _ - I - - J ~ ~ - ~ r- - ~ WITH SOIL AFTER SEEDING. - - I l i a i l l I I I 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
- ~ _ 4 4 - ~ ~ - - - _ - - - 4~ I I ~ ~ I ~ Vr~
~ I FLOW ~ NOTE: A rr STONE APPROACH SECTION / NOTE: ALL PARTIALLY COMPLETED STORM DRNNS 3/4° EXTERIOR PLYWOOD 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR SHALL BE PROTECTED AT THE END OF RESEEDINGS. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
CAPACITY OF PIPE CULVERTS ELEVATION EARTH FlLL COVERED BY 5:1 MAX. SLOPE ON ROAD f SI TOGETHER =BANK FULL FLOW LARGE ANGULAR ROCK 6 STONE OVER FILTER CLOTH DI DETAILDAY IN ACCORDANCE WITH THESE STEEL FENCE PLYWOOD INLET PROTECTION FOLLOWING ORIGINAL LIME AND SEEDING RATES.
r _ ; , err ~ I ~ n ~ ,i <~i_ ~ ~ _ ~ p,~ ~ ~ , ' POST (TYP.) UPSTREAM END OF
r' i~f ~.,~r X _ J _ , l ~ ~u STORM DRAIN OVERFLOW
COARSE AGGREGATE ~ '~-1 SEED 5 LBS./1000 SF PENNINGTON WILD BIRDSEED MIXTURE AND
SURFACE FLOW , ~ DfvERSION 1 LB/1000 SF ABRUZZI RYE AS A MIXTURE.
- ~~w ` 1/3 PIPE _ a ~ ~ DIAMETER AGRICULTURAL LIMESTONE 100 LBS./1000 SF (140 LBS./1000 SF IN CLAY SOILS)
_ ORIGINAL STREAMflNIK a, MULCH - 100 LBS,/1000 SF - SMALL GRAIN STRAW 4
a' 6 r r r ~~6 ANCHOR - APP Y M
_ _ ~ b C: WASHED STONE FILTER , - L E ULSION ®7 GAS. / 1000 SF a ACROSS PIPE INLET ~ ° ~ ' r
. ~
~ - r j~ _ ~ ~ ~ STONE
_.___J L_ ~ ~ ~ ~ 1. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS UNTIL AN (1 I) tl
~ FLTER CLOTH ~ HARDWARE CLOTH ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED. 2. ONCE AN ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED,
25' STREAM CHANNEL 25 MINIMUM MINIMUM THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR
TOP OF BANK TOP OF BANK STONE FILTER INLET PROTECTION THE SEEDED AREAS UNTIL THE VEGETATION REACHES A HEIGHT OF
TEMPORARY STREAM CROSSING OPTION 4 INCHES.
3. AN ACCEPTABLE STAND OF VEGETATION SHALL BE 92q COVERAGE OR
BETTER.
4
C19 5 5 6
NO SCALE C1 C19 C19
NO SCALE NO SCALE
/j
50' MIN.
g° ° ° ° ° ° °
8 ° ° ° ° o°°°° 8 e °~°o°o° ° ° ° °~°°°o° ° °o °p8 ~ o ° ° ° ° ° ° ° ° ' Compacted Soil
° ° ~°p° ° ° o ° ° ° 15 OR WIDTH OF
° o o ° o o ° e o ° PROPOSED TRAIL,
z EXISTING m ° ° ~ ° ° ° ° ° ° ° WHICHEVER IS 18" min.
ROADWAY ° ° °~LEAN STONE(NO. 57) ° ° ° ° ° ° a°° ° ° ° °o GREATER. E--Flow
O°° ° ° ° O° ° ° ° O ° °O q H p ° CEO 8 ° ° B~ `b `D ° -_-'a~ I ~i~~~ ~ I ; ~ - - - I'- ~ ~ ~ I i ~
o IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE ° e ° ° ° ° ~ ° ° ° ° °O _ ~_Il_ ~ I I i ~ ~ I ~ -1 _ _ - - - ~ - ~ .
DIRECTION OF FLOW AND ° ° ° ° ° ° o° ° ° °o ° OVER THE PROTECTIVE MULCH. ° o ° ° ° ° ° ° ° ° ° ° ° ° -1
of ° ° °o ° ° ° ° ° 8 °o o °°'b8°~ ° ° ° ° ° °°~8a8o ° ° ° ° ~oS~a ~ ~ _ - ~ I -
° ° a 0
- ~ PLAN 4.5 min.
-_I1- ANCHOR NETTING IN
=1 I ~ u Imo' A 12-INCH TRENCH =III- 12-INCH
- NEW CONSTRUCTION m OVERLAP REVISION DATE DESCRIPTION BY APP
3 JOIN STRIPS BY ANCHORING ~ , a AND OVERLAPPING EXISTING 50 MIN. 15 MIN. CAPITAL AREA G DESIGNED REENWAY SYSTEM
ROADWAY
RNC
DRAWN RALEIGH, NORTH CAROLI NA
m GLA CHECKED
i J 3 ~n.i nnnnn nrnTin~~ ...n
~rri ~nnn ~ nv nn irnnin? i niiir
° MIN. UKU~~ ~)tL I IUN IZ MIN. I tMF'UKHKT UIVtKJIUIV UIKt APPROVED JLM SOIL EROSION
C n STRAW NET & SYNTHETIC MAT LINED CHANNEL n CONSTRUCTION ENTRANCE c,s NO SCALE SUBMITTED JLM DETAILS
HAYES, SEAY, MATTERN & MATTERN,INC. SCALE comm.
ARCHITECTS - ENGINEERS - PLANNERS AS NOTED NO. 7522
C19 NO SCALE C19 NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE 9~2~ye SHEEP C19