20041920 Ver 2_Site Plan_20090817

BOUNDARY INFORMATION
NOTE: PROPERTY LINE BOUNDARIES AND EASEMENT LINES ARE FROM SURVEYS PERFORMED
BY:
LINDA EDMONDSON JUL 1993, AUG 1993, NOV 1993, JUN 1994, DEC 1994, OCT 1995, JUN 1996
PHIL RILEY DEC 1999, APR 2000, JUN 2002
DON GREELEY MAR 1998
JOHN R MCADAMS CO JUN 1997, OCT 2003
ADDITIONAL SEWER LINE INFORMATION FROM KENNETH WRIGHT JUN 1981.
MARTIN LUTHER KING BRIDGE AREA PROPERTY INFORMATION AND ROAD AND BRIDGE
LOCATION FROM PIEDMONT OLSEN HENSLEY AUG 1998.
NOTE: MOST TOPOGRAPHIC INFORMATION IS BASED ON THE
CITY OF DURHAM GIS DATA BASE
SURVEYED AREAS ARE:
STA 8+70 TO 12+50, SURVEYED BY COULTER JEWELL THAMES, 1/31/05
STA 12+50 TO 26+40, SURVEYED BY PHIL RILEY SURVEYORS, 12/21/99
AND 6/24/02
STA 61+60 TO 66+00, SURVEYED BY PHIL RILEY SURVEYORS, 3/13/00
STA 180+70 TO 181+80, SURVEYED BY PHIL RILEY SURVEYORS, 2/16/01
1. ALL ANGLES ARE 90 DEOREE5 UNLESS OTHERWISE
INDICATED.
2. TRAIL ORIENTATION AND CURVE RADII ARE NOTED
ALONG TRAIL CENTER LINE. UNLF55 OTHERWI5E NOTED,
TRAIL 15 10' WIDE ASPHALT.
3. DIMENSIONS TO BU I LD I NO HALLS ARE TO FACE OF
WALL AT FINISH GRADE. DIMENSIONS TO GURB ARE TO
FACE OF CURB.
4. TRAIL HILL NOT BE MARKED WITH A PAINTED
CENTERLINE. PAVEMENT 5TRIPINO (IE AROUND
BOLLARDS) SHALL BE YELLOH TRAFFIG ORADE
THERMOPLASTIC. MANUFACTURED EXPRESSLY FOR
MARKING PAVEMENTS.
5. ALL PARKING STALL CORNER RADII ARE 3'-6" ALONO
FACE OF CURB UNLESS OTHERHI5E INDICATED.
6. GENTERLINE OF TRAIL 15 TO BE STAKED BY A
SURVEYOR. LAYOUT IMPROVEMENTS IN SECTIONS FOR THE
LANDSCAPE ARGHITECT'5 REVIEH PRIOR TO BEOINNING
CONSTRUCTION.
7. HANDICAP PARKIN& SPACES SHALL BE SIGNED HITH
TYPE R7-8 OR R7 -8A RESERVED PARKINO 510N, AND
R7 -5d MAXIMUM FINE SIGN PER &S 20-37.6 OF THE
NORTH CAROLINA STATE HANDICAPPED GODS, SEE
DETAIL 1/D-2.
8. SAHGUT HITH A 5TRAIOHT, GLEAN, NEAT EDOE, ANY
EXI5TINO PAVEMENT THAT 15 REQUIRED TO MEET NEN
PAVEMENT.
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LAYOUT NOTES
9. THE LOCATION OF ANY 51DEHALK ON THE RICHT OF
WAY SHOHN ON THIS PLAN IS SCHEMATIC. A CITY OF
DURHAM AND/OR NCDOT ENCROACHMENT PERMIT 15
REQUIRED PRIOR TO ANY CONSTRUCTION IN THE RICHT OF
HAY. AFTER OBTAINING THE REQUESTED PERMITS,
PLEASE CONTACT THE CITY OF DURHAM ENOINEERING
GON5TRUCTION OFFICE AT 919-560-4326 (CONSTRUCTION
ENOINEER) FOR A PRE-GON5TRUCTION CONFERENCE AND
FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED
51 DEHALK.
10. CONTACT THE CITY OF DURHAM IN5PECTION5
DEPARTMENT (560-4326) FOR CONSULTATION PRIOR TO
INSTALLATION OF WORK IN THE RIGHT OF WAY IN CITY
STREETS.
11. OBTAIN ENCROACHEMNT AGREEMENT AND GONTAGT
THE NG DOT INSPECTIONS DEPARTMENT (560-6854) FOR
CONSULTATION PRIOR TO INSTALLATION OF WORK IN A
STATE ROAD RICHT OF HAY.
12. LIMITS OF CONSTRUCTION ARE SILT FENCE OR TREE
PROTECTION FENCE WHERE INSTALLED. GON57RUGTION
HILL ALSO BE LIMITED TO THE OREENWAY EASEMENT
WHERE THE TRAIL RUNS THROUGH OTHER OWNER'S
PROPERTY. OTHERN15E LIMITS OF CONSTRUCTION ARE
NOTED ON THE PLAN.
13. ANY TREE TO BE REMOVED SHALL BE REMOVED
COMPLETELY, HITH THE STUMP AND ROOTS OVER 2" TO
BE &ROUND DOWN TO A DEPTH OF 12" BELOW
PROPOSED FINISH &RADE OR EXISTIN& &RADE. REFILL
THE HOLE WITH NATIVE ON-SITE 501L AND COMPACT TO
MATCH UNDISTURBED ADJACENT SOIL.
14. 5ECTION5 OF FLAT BOARDWALK, BOARDWALK,
HEAVY DUTY ASPHALT, STORM DRAINAOE PIPE AND
HEADHALL5 HILL BE FIELD LOCATED BY LANDSCAPE
ARCHII7EGT AND VERIFIED HITH OENERAL SERVICES
AND DURHAM PARKS AND RECREATION.
1. OBTAIN ALL OF THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THE
APPROVALS AND PERMITS MUST BE OBTAINED BEFORE THE P15TURBANCE BEOIN5 50 THAT HORK HILL NOT BE
INTERRUPTED OR DELAYED DUE TO THE LACK OF APPROVED PLANS.
2. INSTALL TREE PROTECTION FENCING AS INDICATED ON THE PLAN SHEETS. INSTALLATION OF THESE MEASURES
15 REQUIRED BEFORE CLEARINO, INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES, ORADIN& OR
CONSTRUCTION. THE INSTALLATION 15 TO BE APPROVED BY CITY OF DURHAM URBAN FORESTRY MANAGER.
3. INSTALL THE TERMPORARY EROSION CONTROL DEVICES AT THE CONSTRUCTION ENTRIES AND ALONG THE
AREA OF WORK. TEMPORARY ER05ION CONTROL DEVICES CONSIST OF SILT FENCE, INLET PROTECTION FOR
EX15TINO INLETS, AND SEDIMENT TRAPS AS INDICATED ON THE PLAN SHEETS. INSTALLATION OF THESE
MEASURES 15 REG2UIRED BEFORE GLARING, GRADIN& OR CONSTRUCTION OPERATIONS BEGIN ALONG THE
CORRIDOR. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE ER05ION CONTROL PERMIT. THE
GONTRAGTOR SHALL INSTALL A RAIN OAUOE ONSITE AND KEEP A LOO OF 24-HOUR RAINFALL AMOUNTS.
EVERY 24-HOUR PERIOD HHRE RAINFALL EXCEEDS ,&", THE CONTRACTOR 5AHLL NOTIFY THE OWNER'S
REPRESENTATIVE IMMEDIATELY UPN GOLLEGTIN& DATA.
4. SCHEDULE AND HOLD A PRE -CONSTRUCTION CONFERENCE BEFORE 5TARTINO ANY DEMOLITION, TIMBERING,
CLEARINO, OR &RAPIN& HITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTORS RESPONSIBLE FOR THE GRADIN&
AND EROSION CONTROL, THE PERSON(S) RESPONSIBLE FOR 5UPERV151NO IMPLEMENTATION OF THE EROSION CONTROL
PLANS AND ER05ION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE ER05ION CONTROL PLAN.
CONFERENCE IS TO INCLUDE A REPRESENTATIVE FROM DURHAM COUNTY EROSION CONTROL (560-0735).
5. INSTALL A RURAL TYPE MAILBOX ON THE 51TE TO HOLD A COPY OF THE APPROVED ER05ION CONTROL PLAN
AND TO PROVIDE A PLACE FOR THE OWNER OR ONNER5 REPRESENTATIVE TO LEAVE REPORTS, COMPLIANCE
NOTICES, ETC. PLACE THE MAILBOX IN A CONVENIENT LOCATION, SUCH AS AT THE ENTRANCE TO THE 51TE OR NEXT
TO THE CONSTRUCTION TRAILER. OWNER OR OHNER5 REPRESENTATIVE HILL LEAVE CORRESPONDENCE IN THE BOX
AND RA15F THE RED FLAO IF TEH CONTRACTOR CANNOT BE LOCATED ON THE SITE. CONTRACTOR SHALL CHECK
THE BOX DAILY.
6. INSTALL STORM DRAINAGE PIPES AS REQUIRED. INSTALL INLET AND OUTLET PROTECTION AS INDICATED ON
THE PLANS. IF PIPE END HILL REMAIN WITHOUT INLET PROTECTION OVERNIGHT, INSTALL TEMPORARY EROSION
CONTROL MEASURE FOR PIPE UNDER CONSTRUCTION.
7. THE HORK SHALL BE PERFORMED U51N& EQUIPMENT WORKINO AT THE TOP OF ANY STREAM BANKS HITHIN THE
FLOODPLAIN. CONSTRUCTION EQUIPMENT SHALL NOT BE PLACED WITHIN ACTIVE CHANNELS TO PERFORM WORK.
8. MATERIAL THAT IS REMOVED FROM THE WORK AREA SHALL BE REDEPOSITED OUTSIDE OF THE ACTIVE
CHANNEL AND ITS FLOODPLAIN.
9. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT 5IONIFIGANT SEDIMENT 15 LEAVING THE 51TE
DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE
CONTRACTOR 15 OBLIOATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
10. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. THE
GONRAGTOR 15 RESPONSIBLE FOR INSPECTIN& AND MAINTAININO THOSE DEVICES. KEEP MUD AND DEBRIS OFF
PUBLIC STREETS AT ALL TIMES. IF MUD OR DEBRIS I5 TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO
REMOVE IT IMMEDIATELY.
IF MUD AND DEBRIS ARE NOT KEPT OFF THE STREET, OR FROM LEAVIN& THE SITE ENFORCEMENT ACTION
(REVOKIN& THE CARADIN& PERMIT AND OR A STOP WORK ORDER) MAY BE TAKEN.
11. STABILIZE ALL DISTURBED AREAS, HITH TEMPORARY &ROUND COVER, HITHIN 15 NORKIN& DAYS OR 30
CALENDAR DAYS OF ANY PHASE OF GRADINO, WHICHEVER 15 SHORTER. . PERMANENT GROUND COVER SHALL BE
ESTABLISHED HITHIN 30 HORKINO DAYS FOR ALL DISTURBED AREAS UPON WHICH NO FUTHER LAND DI5TURBINNO
ACTIVITY HILL BE UNDERTAKEN.
12. HHEN CONSTRUCTION 15 COMPLETED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AFTER THE
DRAINAOE AREA ABOVE THE DEVICE HAS BEEN SUFFICIENTLY STABILIZED TO RESTRAIN EROSION. APPROVAL
BYTHE OHNER OR ENGINEER MUST BE OBTAINED BEFORE ANY EROSION CONTROL MEASURES ARE REMOVED.
REMOVE AND DISPOSE OFF-SITE, ALL ACCUMULATED SEDIMENT AND THE DEBRIS FROM THE DEVICES, AND
STABILIZE EACH LOCATION.
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EROSION CONTROL NOTES AND SEQUENCE
1. OBTAIN ALL CITY OF DURHAM AND NG DOT PERMITS FOR WORK IN ROW
PRIOR TO STARTING CONSTRUCTION.
2. ALL TRAIL CONSTRUGTION IN RIGHT OF HAY5 WILL BE CONSIDERED
SIDEWALK AND IS TO BE CONCRETE CONSTRUCTION.
3. A COPY OF THE APPROVED SITE PLAN 15 TO BE KEPT ON SITE AT ALL TIMES.
COPY HILL BE PROVIDED TO CONTRACTOR BY OWNER.
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GENERAL TRAIL NOTES
THIS NOTE APPLIES TO ALL PARTS OF TRAIL
THAT TRAVEL THROUGH THE FLOODPLAIN
•00101011010 11 IN . •
- FLOODPLAIN PROTECTION: THE TRAIL RUNS THROUGH FLOODPLAIN LAND AS NOTED ON THE PLAN.
THERE WILL BE NO FILL IN THE FLOODPLAIN - THE TRAIL IS TO BE BUILT TO MEET EXISTING GRADE
EXCEPT WHERE GRADING IS NECESSARY TO MEET ADA REQUIREMENTS AND WHERE GRADING DOES NOT
RESULT IN FLOODPLAIN FILL. THERE IS MINIMAL FLOODPLAIN FILL - SEE NOTE BELOW. NOTE THAT NO
FILLING IS ALLOWED IN THE FLOODWAY EXCEPT WHERE SHOWN ON PLANS AS PREVIOUSLY APPROVED BY
CITY OF DURHAM FEMA ADMINISTRATOR.
FLOODPLAIN AND FLOODWAY INFORMATION FROM FIELD SURVEYS AND FROM FEMA MAP PANELS 154, 158,
159, 162, DATED 2 FEBRUARY 1996.
STREAM BUFFER: THIS STREAM IS IN THE CAPE FEAR RIVER BASIN. PROPERTIES AT THE SOUTH END
OF THE TRAIL, AS NOTED ON THE PROPERY LINE AND EASEMENT PLANS (L2a TO L2g), ARE IN THE
F/J-B WATERSHED. THE DURHAM RESOURCE PROTECTION ORDINANCE CALLS FOR STREAM BUFFERS
MEASURED FROM THE TOP OF BANK IS NOTED ON THE PLANS FOR ALL PARTS OF THE CREEK DRAINING
MORE THAN 25 ACRES. THE REQUIRED BUFFERS ARE 50' NEXT TO INTERMITTANT STREAMS AND 100'
NEXT TO PERENNIAL STREAMS IN THE F/J-B WATERSHED. BUFFERS ARE 50' NEXT TO ALL STREAMS
OUTSIDE THE F/J-B WATERSHED. BUFFERS ARE NOTED ON THE PLANS. PAVED TRAILS ARE AN
ALLOWED USE IN BOTH THE STREAM BUFFER AND THE FLOODPLAIN. WHERE POSSIBLE THE TRAIL
FOLLOWS THE SEWER EASEMENT WHICH HAS ALREADY BEEN CLEARED AND GRADED. MINIMAL CLEARING
WILL OCCUR ON THIS PROJECT. THIS BUFFER, WHEN CONSTRUCTION IS COMPLETE, WILL BE AVAILABLE
AS USABLE OPEN SPACE.
STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPE AREAS ON THIS SITE.
- WETLANDS PROTECTION: THERE ARE WETLANDS ON THIS SITE. THE WETLANDS AREAS PROPOSED TO
BE DISTURBED AS PART OF THIS PROJECT HAVE BEEN DELINEATED AND APPROVED BY THE CORPS OF
ENGINEERS AND THEIR REPRESENTATIVE, TODD TUGWELL, REGULATORY SPECIALIST. THE APPROVAL IS
DATED 3-17-2005 AND IS VALID FOR 2 YEARS FROM THAT DATE. ANY WETLANDS MITIGATION REQUIRED
WILL BE DETERMINED BY THE CORPS OF ENGINEERS. WETLANDS BUFFERS (25' WIDE) ARE SHOWN FOR
WETLAND AREAS OVER 1 ACRE IN SIZE. TRAILS ARE AN ALLOWED USE IN WETLAND BUFFERS.
TREE COVERAGE / TREE SAVE INFORMATION
THE LAND DISTURBANCE TREE SURVEY IS
SHOWN ON THE INDIVIDUAL TRAIL PLANS. LARGE
TREES WILL BE SAVED WHEREVER POSSIBLE, AND
MINIMAL CLEARING IS EXPECTED.
- STREET TREES ARE PROVIDED AT A RATE OF 1
PER 30' LF FRONTAGE. THE ONLY SPOTS WHERE
THIS APPLIES ARE ALONG GARRETT ROAD,
WOODCROFT PARKWAY, ROXBORO ROAD, AND
ALONG CORNWALLIS ROAD, AS THE MAJORITY OF
THE TRAIL IS BEING PROPOSED ON EASEMENTS
GRANTED FROM OTHER LANDOWNERS, AND THE
EASEMENTS HAVE NO STREET FRONTAGE. MINIMUM
GROWING AREA REQUIREMENT HAS BEEN
EXCEEDED.
- EXISTING TREE COVERAGE ON THE PROJECT IS
88.25 AC (48.96%). RETAINED TREE RETENTIONE
FOR THE PROJECT IS 81.83 AC (45.540%). THE
OFFICIAL TREE COVREAGE AREA IS 18.08 AC
(10.03%) EXCEEDING THE 10% REQUIREMENT OF
18.02 AC. OFFICIAL TREE COVERAGE IS BEING
DONE THROUGH TREE RETENTION AND IS LOCATED
ON 8 TRACTS OF LAND AS SHOWN ON SHEETS
L1 b, L1 c AND L1 d.
GENERAL RESOURCE
PROTECTION COMPLIANCE NOTES
- ZONING DEVELOPMENT PLANS THAT WERE
APPROVED PRIOR TO THE ADOPTION OF THE
WATERSHED ORDINANCE WILL BE SUBJECT TO
WHATEVER STREAM BUFFERS WERE IN PLACE AT
THAT TIME.
LAND TRACT
PIN/
ACREAGE
EXISTING
PROPOSED
TREE COVERAGE (RETENTION)
TREE
2/15/06 BID SET
TM REF
3/05/08 ISSUED FOR
TREE COVERAGE
TREESAVE
AREA DESIGNATION
SAMPLE
CITY OF DURHAM
0719-03-10-9640
7,64 AC
2.59 AC
2.49 AC
1.41 AC
1
A
GARRETT ROAD PARK
426-01-008
424A -01-005D
RIVER BIRCH
8'-10' HT
ULLM LTI-TRUNK 3-5 TRUNKS
G
HOPE VALLEY POINTE LLC
0719-03-20-3309
0,15 AC
0
0.10 AC
0
0
9
GREENWAY EASEMENT
426-01-008A
424-01-006
FULL5INOLE LEADER5' BR. HT.
F -I
LI
5
LACER5TROEMIA INDIGA 'MIAMI'
RTE 751 ROW
CITY OF DURHAM
0719-02-75-1973
-
-
-
0
THUNDERCLOUD PURPLE PLUM
WACHOVIA BANK
0719-03-20-8641
0,24 AC
0
0.15 AC
0
Y05HINO CHERRY
8'-10'H/ 545
GREENWAY EASEMENT
426-02-004G
0719-02-76-4498
6.60 AC
3.90 AC
3.59 AC
2.09 AC
2
REGENCY PROPERTIES
0719-03-20-8290
0.024 AC
0
0
0
FULLSINOLE LEADER 5 BR. HT.
GREENWAY EASEMENT
426-02-004D
0719-02-76-9976
1.55 AC
0.61 AC
0.56 AC
0
WOODCROFT ROW
422-01-002A
-
-
-
REGENCY PROPERTIES
0719-03-30-1521
1,664 AC
0.52 AC
0.52 AC
0~-
0
ARONIA ARBUTIFOLIA
GREENWAY EASEMENT
426-02-004F
422-06-002A
AO
10 1
ABELIA ORANDIFOLIA
ABELIA
WOODCROFT COMMUN ASSN
0719-03-30-2661
0,09 AC
0
0
0
0
18" HT
GREENWAY EASEMENT
426-02-004C
506-01-006
3 1
GAMELLIA JAPONICA 'DEBUTANTE'
DEBUTANTE GAME IA
18" HT
5EEPLE55' VAR - GONTAINER FULL
DUKE POWER
0719-03-30-4418
0.09 AC
0.03 AC
0.03 AC
0
0
GREENWAY EASEMENT
426-02-004B
420A-05-002
R05E OF SHARON - DIANA
48" HT
STERILE SELECTION - CONTAINER FULL
Lp
H5
OLIVER & BILLIE ALPHIN
0719-03-30-6545
0,28 AC
0.09 AC
0.08 AC
0
0
44
GREENWAY EASEMENT
426-02-003C
418-02-004
CONTAINER FULL
IO
-
WOODCROFT ROW
CITY OF DURHAM
0719-02-99-6073
1.88 AC
0.16 AC
0.09 AC
0
ILEX VERTIGILLATA
WOODCROFT COMMON ASSN
0719-03-41-8286
21.22 AC
0.04 AC
0.03 AC
0
- I
ILEX VOMITORIA
GREENWAY EASEMENT
426-02-003E
0729-01-09-1219
3.80 AC
1.89 AC
1.89 AC
1.40 AC
3
BNP REALTY (WOODS EDGE APT)
0719-03-42-8397
0,027 AC
0
0
0
SEA CREEN JUNIPER
12" HT
GREENWAY EASEMENT
426-02-002
0729-01-09-1449
0,473 AC
0.193 AC
0.091 AC
0
CONTAINER FULL
HOPE VALLEY FARMS HOA
0719-04-52-6521
3.27 AC
0.89 AC
0.72 AC
0
CONTAINER FULL
GREENWAY EASEMENT
425-02-010
0729-01-09-4660
6.31 AC
2.82 AC
2.82 AC
0
NDH
CHOWNINGS PLACE TH ASSOC
0719-03-42-8252
0.360 AC
0.04 AC
0.04 AC
0
-
PRUNUS GAROLINIANA
GREENWAY EASEMENT
425A-01-024
0820-17-11-2334
54.585 AC
34.34 AC
33.65 AC
0.76 AC
4
ROXBORO STREET ROW
PUBLIC WORKS FACILITY
507-01-003
PL
29
PR. LAUROGERA5U5 '5CHIPKAEN515'
SKIP LAUREL
18"-24" HT
CITY OF DURHAM
0719-04-63-4674
3.13 AC
1.18 AC
0.87 AC
0
6.14 AC
5
E F G H
425-02-010B
414-01-007A
VIBURNUM DENTATUM
ARROHHOOD VIBURNUM
24" HT
CONTAINER FULL
CITY OF DURHAM
0719-04-64-6573
3.40 AC
0.57 AC
0.39 AC
0
0
424-01-0048
0820-13-23-4248
0.604 AC
0.22 AC
0.22 AC
0
50
CONTINEUED AT RIGHT
THE STREAM DEBRIS REMOVAL AND DISPOSAL WORK CONSISTS OF
THE GLEAN -UP OF THIRD FORK GREEK AREAS BY THE REMOVAL
AND DISPOSAL OF TREES, LOOS STUMPS, BRUSH, RUBBISH AND
DEBRIS DEPOSITED IN AND ADJAGENT TOL THE GREEK CHANNEL.
THE CONTRACTOR SHALL PERFORM THE WORK AS DESCRIBED IN
THE SPECIFICATIONS HITH MINIMUM IMPACT TO THE ENVIRONMENT.
THE DESIGNATED GREEK AREA 15 INDICATED ON SHEET GD -3.
OENERALLY STARTS AT THE TRAIL GROSSING AT HOOPCROFT
PARKHAY AND CONTINUES TO MARTIN LUTER KING JR. PARKLHAY.
THE NORK HILI_ BE FLAGOED IN THE FIELD BY THE INSPECTOR.
ALL 51TES FOR THIS PORTION OF THE WORK ARE DE5IONATED AS
HAND HORK ONLY.
1
LAND TRACT
PIN/
ACREAGE
EXISTING
PROPOSED
TREE COVERAGE (RETENTION
TREE
2/15/06 BID SET
TM REF
3/05/08 ISSUED FOR
TREE COVERAGE
TREESAVE
AREA DESIGNATION
SAMPLE
CONTINUED
WOODBRIDGE III H 0 ASSN
0719-02-65-7360
0.38 AC
0.31 AC
0.21 AC
0
B
GREENWAY EASEMENT
424A -01-005D
RIVER BIRCH
8'-10' HT
ULLM LTI-TRUNK 3-5 TRUNKS
G
1
WOODBRIDGE III H/0 ASSN
0719-02-65-8677
1.40 AC
0.07 AC
0.03 AC
0
9
FRAXINUS PENNSYLVANNICA
GREENWAY EASEMENT
424-01-006
FULL5INOLE LEADER5' BR. HT.
F -I
LI
5
LACER5TROEMIA INDIGA 'MIAMI'
'MIAMI' GRAPE MYRTLE
CITY OF DURHAM
0719-02-75-1973
0.92 AC
0.34 AC
0.21 AC
0
THUNDERCLOUD PURPLE PLUM
1.5" GAL.
FULL 51NOLE LEADER 5' BR. HT.
422-01-0128
Py
2
PRUNUS YEDOEN515
Y05HINO CHERRY
8'-10'H/ 545
FULLSiNOLE LEADER5' BR. HT.
CITY OF DURHAM
0719-02-76-4498
6.60 AC
3.90 AC
3.59 AC
2.09 AC
2
B
5Y
422-01-012
PLATANU5 OGGIDENTA 15
SYCAMORE
2.5" GAL
FULLSINOLE LEADER 5 BR. HT.
TO
CITY OF DURHAM
0719-02-76-9976
1.55 AC
0.61 AC
0.56 AC
0
422-01-002A
SURREY GREEN H 0 ASSN
0719-02-87-6709
1.31 AC
0.39 AC
0
0
ARONIA ARBUTIFOLIA
GHOKEBERRY
GREENWAY EASEMENT
422-06-002A
AO
10 1
ABELIA ORANDIFOLIA
ABELIA
24" HT
HOPE VALLEY FARMS NORTH HOA
0719-02-87-1013
0.02 AC
0
0
0
18" HT
5EEDLE55VAR - CONTAINER FULL
GREENWAY EASEMENT
506-01-006
3 1
GAMELLIA JAPONICA 'DEBUTANTE'
DEBUTANTE GAME IA
18" HT
5EEPLE55' VAR - GONTAINER FULL
SURREY GREEN H 0 ASSN
0719-02-98-1592
0.46 AC
0.11 AC
0
0
HSD
GREENWAY EAS MENT
420A-05-002
R05E OF SHARON - DIANA
48" HT
STERILE SELECTION - CONTAINER FULL
Lp
H5
6
CITY OF DURHAM
0719-02-99-4012
3.78 AC
2.75 AC
2.74 AC
0
44
ILEX GORNUTA 'GARI55A'
GARI55A HOLLY
418-02-004
CONTAINER FULL
IO
-
INKBERRY HOLLY
CITY OF DURHAM
0719-02-99-6073
1.88 AC
0.16 AC
0.09 AC
0
ILEX VERTIGILLATA
NINTERBERRY
18" HT
418-02-0048
IY
- I
ILEX VOMITORIA
YAUPON HOLLY
CITY OF DURHAM
0729-01-09-1219
3.80 AC
1.89 AC
1.89 AC
1.40 AC
3
C
CONTAINER, FULL
418-01-001
J5O
11
JUNIPERU5 GHINEN515 '5EA OREEN'
SEA CREEN JUNIPER
12" HT
CONTAINER, FULL
CITY OF DURHAM
0729-01-09-1449
0,473 AC
0.193 AC
0.091 AC
0
CONTAINER FULL
LB
418-01-002
LINDERA BENZOIN
5PIGEBU5H
18" HT
CONTAINER FULL
MG
CITY OF DURHAM
0729-01-09-4660
6.31 AC
2.82 AC
2.82 AC
0
NDH
8
NANDINA DOMESTICA 'HARBOR DWARF HARBOR DHARF NANDINA
507-01-001C
CONTAINER FULL
PG
-
PRUNUS GAROLINIANA
GAROLINA CHERRY LAUREL
CITY OF DURHAM
0820-17-11-2334
54.585 AC
34.34 AC
33.65 AC
0.76 AC
4
D
PUBLIC WORKS FACILITY
507-01-003
PL
29
PR. LAUROGERA5U5 '5CHIPKAEN515'
SKIP LAUREL
18"-24" HT
CONTAINER FULL
CITY OF DURHAM
0820-13-12-7945
20.240 AC
8.44 AC
7.33 AC
6.14 AC
5
E F G H
SOUTHERN BOUNDARIES PARK
414-01-007A
VIBURNUM DENTATUM
ARROHHOOD VIBURNUM
24" HT
CONTAINER FULL
CITY OF DURHAM
0820-13-22-3934
5.391 AC
1.13 AC
1.13 AC
0
CITY OF DURHAM
0820-13-23-4248
0.604 AC
0.22 AC
0.22 AC
0
50
6AILLARDIA 6RANDIFLORA 'GOBLIN'
OAK RIDGE BLVD ROW
1 OAL
CONTAINER FULL
-
-
-
HEMEROC 15 'HAP RETURNS'
HEMEROGALIS COOL IT'
HAPPY RETURNS DAYLILY
COOL IT DAYLILY
CITY OF DURHAM
0820-14-23-6457
0.688 AC
0.022 AC
0.022 AC
0
LIRIOPE
1 6AL
CONTAINER FULL
263-01-017
5N 1
15
50ROHASTRUM NUTANS
INDIAN ORA55
1 OAL
SHORT VARIETY
CITY OF DURHAM
08220631$,2302564
5.750 AC
1.094 AC
0.928 AC
0
CONTAINER FULL 3' VARIETY
CITY OF DURHAM
0820-14-33-0394
3.65 AC
1.49 AC
1.1$ AC
0
PA
12
263-01-021A
5HENANDOAH 5HITGH GRASS
1 CAL
CONTAINER FULL
RUD
45
CITY OF DURHAM
0820-14-24-9051
9.40 AC
0.64 AC
0.48 AC
0
85
SEDUM 5PE6TABIL 'AU MN JOY'
AUTUMN JOY 5E UM
263-01-001
GONTAINER FULL
FESCUETURF-TYPE
LAWN
FESTUGA ARUNDINACEAE „*
TALL FESCUE
SEED
CITY OF DURHAM
0820-14-34-5249
1.19 AC
0.60 AC
0.56 AC
0
263-01-002B
CITY OF DURHAM
0820-14-34-7358
263-01-002A
0.69 AC
0.50 AC
0.50 AC
0
CITY OF DURHAM
0820-14-44-0453
248-01-002
2,40 AC
1.21 AC
1.21 AC
1.19 AC
6
1
CITY OF DURHAM
0820-14-44-3743
11.97 AC
7.37 AC
7.13 AC
0
248-01-003
CORNWALLIS ROAD ROW
-
-
-
HOUSING AUTHORITY OF THE
0820-11-55-7356
0 34 AC
0.20 AC
0
0
CITY OF DURHAM
085-01-002
CLEARVIEW HOUSING CORP.
0820-15-64-1778
0,23 AC
0.02 AC
0
0
085-01-001
ATLANTIC ROAD ROW
-
-
-
FAYETTEVILLE ROAD ROW
-
-
-
PHYLLIS FAUCET VERBAL
FUTURE SCHOOL PROPERTY
0820-15-64-6334
7 - -
0.301 AC
0.10 AC
0.13 AC
0
MICHAEL SR. & NELLIE JONE
0820-15-64-8376
0,930 AC
0.93 AC
0.54 AC
0
FUTURE SCHOOL PROPERTY
DURHAM PUBLIC SCHOOLS
0820-16-83-3423
$.70 AC
8.70 AC
7.56 AC
4.49 AC
7
J K
GREENWAY EASEMENT
407A -01-003A
HOME MODERNIZATION CORP
0820-16-84-2498
1,71 AC
1.75 AC
1.61 AC
0.60 AC
7
K
GREENWAY EASEMENT
174-03-001
DOT ROW -AMER 7TOB:�AC�C:0:�TRAIL
-
-
-
TOTAL
180.237 AC
88.25 AC
81.83 AC
18.08 AC
48.96 %
45.40 %
10.03 %
1. EXACT LOCATION OF ABOVE &ROUND AND UNDERGROUND
UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
PLANTINOS SHALL BE ADJU5TED AS NECESSARY TO AVOID
CONFLICT HITH UTILITIES.
ALL TREES ARE TO BE PLANTED OUTSIDE THE 5EHER EASEMENT.
2. 5UB5OIL CONDITIONS AND ADDITIONAL SUBSURFACE DRAINAGE
REQUIREMENTS SHALL BE DETERMINED IN THE FIELD BY THE
CONTRACTOR. ANY CONDITIONS DETRIMENTAL TO THE OROHTH
AND HEALTH OF THE PROPOSED PLANT MATERIALS SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSGAPE ARCHITECT
PRIOR TO PLANTING,.
3• PLANT MATERIAL SHALL BE PLANTED 50 A5 TO BEAR THE
SAME ORIENTATION TO NORTH AND THE SAME RELATIONSHIP TO
&RADE AS IN THE FIELD OR CONTAINER IT HAS GROWN IN.
4. THE CONTRACTOR SHALL STAKE OUT ALL TREE, SHRUB AND
BED EDGE LOCATIONS FOR THE LANDSCAPE ARCHITECT'S
APPROVAL PRIOR TO BECINNINO PLANTINO OPERATIONS.
5• IN AREAS OF OROUNDGOVER, MAINTAIN A 12" MINIMUM
DISTANCE BETWEEN PLANTS AND HARD IMPROVEMENTS.
6• MULCH ALL DISTURBED AREAS HITH A MINIMUM 3" DEEP LAYER
OF SHREDDED HARDWOOD MULCH. ALL SOIL SURFACES SHALL
BE COVERED EITHER HITH LAHN5, PLANTS, OR MULCH. NOTE
THAT MULCH IS TO BE KEPT AWAY FROM SHRUB AND TREE
TRUNKS.
ALL DISTURBED AREAS HILL BE PLANTED OR RESEEDED.
RESEEDING HILL BE EITHER A FESCUE MIX OR A RIPARIAN
SEED MIX, WHERE NOTED ON THE PLANS.
7. BED LINES SHALL CONFORM TO THE CONFIGURATION SHORN ON
THE PLANS. BED LINES SHALL MEET GUR55, HALKS, BUILDIN55,
ETC. AT RIGHT ANOLE5 UNLESS 5HOHN OTHERWISE.
8. IN CASE OF DISCREPANCY BETHEEN THE QUANTITY OF PLANTS
ON THE PLANS COMPARED TO THE PLANT LIST, THE
CONTRACTOR SHALL SUPPLY QUANTITIES AS PRAWN ON THE
PLANS.
FOR ALL OREENHAY DISTURBED AREAS
FALL / HINTER / SPRING
SEGALE CEREALE (RYE &RAIN)
APPLIED AT 20 L55 / ACRE
SUMMER
PENNISETUM OLAUGUM (BROHN TOP MILLET)
APPLIED AT 20 L55 / ACRE
6/CD-la
PLANT LIST
MINIMUM TREESAVE REQUIRED IS 18.02 AC
PHASE 113 -PLANT LIST FOR TRAIL PLANTINGS
TREESAVE AREA EXCEEDS MINIMUM
*� NOTE THAT TREE CALIPER AND SHRUB HEI6HT5 LISTED ARE THE 51ZE OF THE PLANTS AT INSTALLATION.
NOTE THAT FESCUE IS NOT TO BE PLANTED IN HETLAN05, 5TREAMBANKS, FLOODHAY OR FLOODPLAIN.
THE "RIPARIAN ORA55 MIX" IS TO BE USED IN THESE AREAS. &RA55 COVER IS LABELED AS EITHER
"FESCUE LAWN" OR "RIPARIAN GRA55 MIX" ON THE GONSTRUGTION DRAWINGS.
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Jewel
Thames..
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
Project:
NORTH/SOUTH
TRAIL SYSTEM
DURHAM NC
OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, INC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
ph: 919-560-4355
fx: 919-560-4021
�111116If/f/s1,
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111N H PyM.y,
'DRAWINGS NOT RELEASED
FOR CONSTRUCTION
Job Number: 0831
Drawn _
5YM.
DUAN.
130TANIGAL NAME
COMMON NAME
SIZE
REMARK5
2/15/06 BID SET
3/05/08 ISSUED FOR
CONSTRUCTION
8/6/09 BID SET
AR
9 1
AGER RUBRUM
RED MAPLE
2.5" GAL
FULL,51NOLE LEADER,65R. HT.
B
-
BETULA NIGRA
RIVER BIRCH
8'-10' HT
ULLM LTI-TRUNK 3-5 TRUNKS
G
1
0HIONANTHU5 VIROINICU5
FRINGE TREE
2.5" GAL
FULL5INOLE LEADER5' BR. HT.
LU
FP
9
FRAXINUS PENNSYLVANNICA
GREEN A5H
2.5" GAL
FULL5INOLE LEADER5' BR. HT.
F -I
LI
5
LACER5TROEMIA INDIGA 'MIAMI'
'MIAMI' GRAPE MYRTLE
8'-10' HT
TALL PINK 5EL.ECTION, BROWN BARK
FUL MU TI -TRUNK 3-5 TRUNKS
PT
11
PRUNUS GERA51FERA 'THUNDERCLOUD'
THUNDERCLOUD PURPLE PLUM
1.5" GAL.
FULL 51NOLE LEADER 5' BR. HT.
Py
2
PRUNUS YEDOEN515
Y05HINO CHERRY
8'-10'H/ 545
FULLSiNOLE LEADER5' BR. HT.
QP
9
QUERCUS PHELLOS
HILLOH OAK
2.5" GAL
FULL 51NOLE LEADER 5' BR. HT,
5Y
2
PLATANU5 OGGIDENTA 15
SYCAMORE
2.5" GAL
FULLSINOLE LEADER 5 BR. HT.
TO
4
TAXC212IUM DISTICHUM
BALD CYPRESS
8'-1Q'H1 646
FULLSINGLE LEADER5' BR. HT.
AA
6 1
ARONIA ARBUTIFOLIA
GHOKEBERRY
8' HT
CONTAINER FULL
AO
10 1
ABELIA ORANDIFOLIA
ABELIA
24" HT
CONTAINER FULL
BJ
26 1
BERBERI5 THUNBEROI I 'MONLER5'
C-70LD NUGGET BARBERRY
18" HT
5EEDLE55VAR - CONTAINER FULL
GJ
3 1
GAMELLIA JAPONICA 'DEBUTANTE'
DEBUTANTE GAME IA
18" HT
5EEPLE55' VAR - GONTAINER FULL
G5
37
GORNU5 5T0 ONIFERA 'FLAVIRAMEA'
YE OH TWIG DOCHOOD
18" HT
CONTAINER, FULL
HSD
10
HIBI5GU5 5YRIAGU5 'DIANA'
R05E OF SHARON - DIANA
48" HT
STERILE SELECTION - CONTAINER FULL
Lp
H5
6
HIB15GU5 5YRIAGU5 'MINERVA'
R05E OF SHARON - MINERVA
36" HT
STERILE SELECTION - CONTAINER FULL
Tc,-
44
ILEX GORNUTA 'GARI55A'
GARI55A HOLLY
18" HT
CONTAINER FULL
IO
-
INKBERRY HOLLY
G N AIN R F
IV
41
ILEX VERTIGILLATA
NINTERBERRY
18" HT
CONTAINER, L
IY
- I
ILEX VOMITORIA
YAUPON HOLLY
18" HT
GOT I R, FULL
JS
88 IJUNIPERU5
5QUAMATA 'BLUE STAR'
BLUE STAR JUNIPER
12" HT
CONTAINER, FULL
J5O
11
JUNIPERU5 GHINEN515 '5EA OREEN'
SEA CREEN JUNIPER
12" HT
CONTAINER, FULL
JV
-
JUNIPERUS VIROINIANA
EASTERN REDGEDAR
6' HT
CONTAINER FULL
LB
-
LINDERA BENZOIN
5PIGEBU5H
18" HT
CONTAINER FULL
MG
50
MYRIGA GERIFERA
SOUTHERN HAX MYRTLE
24" HT
CONTAINER FULL
NDH
8
NANDINA DOMESTICA 'HARBOR DWARF HARBOR DHARF NANDINA
12" HT
CONTAINER FULL
PG
-
PRUNUS GAROLINIANA
GAROLINA CHERRY LAUREL
6' HT
GONTAINER FULL
PJ
-
PIERI5 JAPONICA
JAPANESE ANDROMEDA
18" HT
CONTAINER, FULL
PL
29
PR. LAUROGERA5U5 '5CHIPKAEN515'
SKIP LAUREL
18"-24" HT
CONTAINER FULL
PLO
3
PR. LAUROGERA5U5 'OTTO LUYKEN'
OTTO LUYKEN CHERRY LAUREL
18"-24" HT
CONTAINER FULL
VA
VIBURNUM DENTATUM
ARROHHOOD VIBURNUM
24" HT
CONTAINER FULL
(�
OAL
50
6AILLARDIA 6RANDIFLORA 'GOBLIN'
'GOBLIN' BLANKET FLOWER
1 OAL
CONTAINER FULL
zHEM
MO
44
HEMEROC 15 'HAP RETURNS'
HEMEROGALIS COOL IT'
HAPPY RETURNS DAYLILY
COOL IT DAYLILY
1
1 &AL
MIX THE TWO VARIETIES
IN EACH BED
LIR
90
LIRIOPE MU5GARI
LIRIOPE
1 6AL
CONTAINER FULL
5N 1
15
50ROHASTRUM NUTANS
INDIAN ORA55
1 OAL
SHORT VARIETY
MUH
16
MUHLENBERCIA GAPILLARI5
PINK HAIR 6RA55
1 GA
CONTAINER FULL 3' VARIETY
OEN
60
OENOTHERA FRUTIG05A
YELLOW 5UNDROP5
1 CAL
CONTAINER FULL
PA
12
PANIGUM VIROATUM 15HENANDOAH'
5HENANDOAH 5HITGH GRASS
1 CAL
CONTAINER FULL
RUD
45
RUDBECKIA FULOIDA 'COLOSTRUM'
BLACK EYED SUSAN
1 CAL
CONTAINER FULL
W-
5ED
85
SEDUM 5PE6TABIL 'AU MN JOY'
AUTUMN JOY 5E UM
1 OAL
GONTAINER FULL
FESCUETURF-TYPE
LAWN
FESTUGA ARUNDINACEAE „*
TALL FESCUE
SEED
3 IMPROVED VAR.,7 Ibs/1000 5F
RIPARIAN
6RA55 MIX
GAREX 5TRIGTA - 1095
CHA5MANTHIUM LATIFOLIA - 10%
ELYMU5 VIRGINICUS - 10%
EUPATORIUM MAGULATIUM - 15%
PANIGUM ANGEP5 - 1095
PANIGUM GLANDE5TINUM - 20%
PANIGUM VIRC7ATUM - 10%
VIRNONIA NOVEBORAGENSIS - 1596
5ED6E, RIVER OAT5,
VIRGINIA WILD RYE, JOE-PYE-kEED, SEED 15 lbs/ACRE
BEAK PANIGUM, DEER TONGUE,
SWITGHORA55,
IRONWEED
NOTE THAT AN APPLICATION OF PRE-EMER.6ENT HERBICIDE NEEDS TO BE APPLIED
PRIOR TO THIS NATIVE CRASS RIPARIAN SEEDING - SEE CONTRACT 5PE05
*� NOTE THAT TREE CALIPER AND SHRUB HEI6HT5 LISTED ARE THE 51ZE OF THE PLANTS AT INSTALLATION.
NOTE THAT FESCUE IS NOT TO BE PLANTED IN HETLAN05, 5TREAMBANKS, FLOODHAY OR FLOODPLAIN.
THE "RIPARIAN ORA55 MIX" IS TO BE USED IN THESE AREAS. &RA55 COVER IS LABELED AS EITHER
"FESCUE LAWN" OR "RIPARIAN GRA55 MIX" ON THE GONSTRUGTION DRAWINGS.
W
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Coulter
Jewel
Thames..
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
Project:
NORTH/SOUTH
TRAIL SYSTEM
DURHAM NC
OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, INC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
ph: 919-560-4355
fx: 919-560-4021
�111116If/f/s1,
10,
C•A.R 0!
�: �4 •PHO S Cq pF.•. /2
70.
:,�
_ x .N 1050 $i X
•� �/ `'1 4�
111N H PyM.y,
'DRAWINGS NOT RELEASED
FOR CONSTRUCTION
Job Number: 0831
Drawn _
WLR CP JW JC,KB, KH
Checked
DAJ EOS TRK SAB KH__
Date
10/28/05 CD RESUBMITTAI
Revisions
2/15/06 BID SET
3/05/08 ISSUED FOR
CONSTRUCTION
8/6/09 BID SET
CONSTRUCTION DRAWINGS
Sheet Title:
PROJECT NOTES
Sheet Number
CD --1a

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I~~; 1" = 100' CITY OF DURHAM 0719-03-10-9640 ! ~,..,t _ CITY OF DURHAM 0719-02-76-4498 TREE SAVE AREA 3 61,090 SF f 1,40 a~ CITY OF DURHAM 0729-01-09-1219
GARRETT ROAD PARK 426-01-008 - 1 - 100 422-01--012 1" = 100' 418-01-001
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r "r \w ~ ~ G ~ - ~ ~ SOUTHERN BOUNDARIES PARK
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1 ~ ~ IENtkS WIACt 1 ~ tmaas car x~~ 1\ ~ ~ t ~~A ~ ATTN: SETH TIMSON
r , , ~ ' ~ PARKS & RECREATION DEPT
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CITY OF DURHAM 0820-17--11-2334 Sheet Number
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. I b._ I Y / ~ r r q„_, I } -.7~ .Y ~ ~-~i~ ."T', A . -l,/ ! t 9. s I ~ , t I / / . ~'a*" F 1'~`. Y ~ ~ Uu,E~, `.l /t' A , ~..f-.;~x , , ~~11 ~ z j, t. 1~;~`r A , / ~ ~ l_ ` ~ ~ ` ~ ~ ~ /yl A / ~ i~ 816109 BID SET
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CD-2 Sheet Number
OVERALL TRAIL - PROPERTY LINES AND SHEET INDEX Scale: NTS CD-2
NTS

THIS EVERALL PLAN IS SHUWN FOR THIS NVERAEL PLAN IS SHAWN EER I
WNERSNIP r ~RIENTATI~N, PROPERTY Q S ~RIENTATI~N, PROPERTY OWNERSHIP i,~ l:' W
T N A AREAS ~F IDENTIFICA ID ND IDENTIEICATI~N, AND AREAS OF I~
BASE BID AND AUTERNATE BID
D AND ALTERNATE BID BASE BI
NLY, PLEASE SEE INDIVIDUAL ONLY, PLEASE SEE INDIVIDUAL ~ w
THIS SHEET) PLANSCAS MARKED ~N PLANSCAS MARKED ~N THIS SHEET) ~
FOR DETAILS ~N TRAIL
TRA L FOR DETAILS ~N I b
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~ DURH PUBLIC ~ ~ SANITAR WER
S ~ R PARTNERSHIP ~ I LINE WITH ZONING: R-10 ~ I ~ 9 ~ 11Nest Wain Street
F/J-B WATERSHED ~ ~ ~ EASEMENT x ` ~ qurham, N.G. 27701
~ ~ I _ _ 0718-03 20 7 08 z p 919.682.0368
1 ~ 426-01-017 a } ~ s ~ f 919.688.5646
S & R PARTN RSHIP ,,a° O8 2170 517 ,yc i ~ 71 W .cjtpa.com
~ ~ ZONING: - 0 ~ ~ ~ ~ ~ F J- WATER, EO ~ ~ ' ~ ~W ~
~ ~ ~ ~ RS t ~ ~ ~ e ~
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\ 61,255 SF - ~ ~ BNP REALTY INC, Z~NING~ RM-$ I
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of Durhan Sanitary Sewer f EaseMent subJect to terns ~---_J
1 e a I d,,~ 74; .fit , stnted in the Dedaratlon In Real Estate Hook 1510
JI y1 1.. \ \ ~ ~ page 959, No structures, \~ll / fill, enbanknents, trees, ar j obstructions pernltted
~ ~ y ~ . ~ i j t within the eosenent except according to these terns,
n ~ ~C~: ' ' PER P.H. 115/195
t; , ~i!' ` , it l,,v A ip , 1 6 r 7
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~ SE: I i• i` ENCY CENTERS CENTER
j , ~ i ZONING SC o• j' F/J-B WATERSHED
/ RAFT CBMMUNITY OWNER: E . E ~ /,7<,~l ASSBC, INC, CITY OF DURHAM
• ; ~ ZpNING~ PDR 3,b5 101 CITY HALL PLAZA ~ ~ " /J-B WATERSHED
f ~ FHA MA i• w~: i~ ° i a ~ ; ~ I DURHAM, NC 27701
~ • ~ - r ATTN: BETH TIMSON Mme/ Mx.F~~• 'Y „ f » / + • 6 0 ~ / /
OP a - - ~ 3 r s Nom'"°'` / ~ , ~ : • ' w PARKS & RECREATION DEPT
~ 0719 10 8185 ~ F x v 42 1-011 ti~ , ^`~.>a,„,; Yy''' . , < A < • . , > ph:919-560-4355
HOPE V POINTS LL J~ - ` ~i- ~ fx: 919-560-4021 ~ ° , ' ' r' ~
_ DB 294 0 ~Q CE & RUBY PENOERGRAFF ~ BNIN : ~ ~ ZONING: R-10 ~ ~ ~r ~ ~tA ~~~r-~. ~ ~ GREEMIJAY iy,., ~ , `E'ASEMENT /
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WOODOROFT 7r~ - 90 ~ ~ ~ SHOPPING T / ~~u~wur~ T 426-02-004 ~ 1 ' ` ~ / ~ A °°+e
XA CENTER r_~.- ,l s A 0 e ~ a°
C ntertine of 4D' wide C y ~ o urham Sanitar r y DURHAM PUBLIC;` ~ > ~ 9~; v
asdr~ent subJect o terns / a ed in the Dec tbn terns ~ SANITARY SE4d~R x ®m ~ ~JQ x tlon / ~ LINE WITH 3k3
In a! Estate Bo 510 a 958. Na str tore 1 Al eMbardtroents, ees, Erg t~ EASEMENT ~ :a
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4 ~ ~ ~ Job Number: 0831
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Checked-, DAJ E03 TRK SA_B, KH___._. ~ ~ \ ~
~ Date 10/28J05 CD R_ESUBMITTAL
o N ~ 1 Revisions- 2115106 BID_SET ~ / 3!05!08 15SUED FOR
H I 1 it ~ CONSTRUCTION
J f / / 816!09 BID SET i r
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Sheet Title:
EASEMENTS AND
LEOEND SHEET I
100 0 100 200 300 Sheet Number
r.; CD-2a - - - EASEMENT LINE PROPERTY LINE
OVERALL TRAIL - PROPERTY LINES AND EASEMENTS EASEMENT 5TRUGTURE CD-2a
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® DEED BC;?h< 74, a > » • • < , < < . , PLANSCAS MARKED UN TNIS SHEET) ® ° • ° t' p`«°~" « ° ° ~ a
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FOR DETAILS ON TRAIL ® •°"°n• ° ®p` ~ ® z 11~ 1Nest Madn Street
ao';®.. s' , •°.a ~ ( ~'<,.».,<.<•.<>>, i CANS ..o ® ~ ~ r ' F w Durham N.C.2770~ C~NSTRUCTIEN, ~ .•.p°„«~~ D, . ~f h{ ~.~.°+°+°°°+°°«®°t" ° ~ W
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DEED BOOK " ~~~®RG ° 4 ~ ; .
i' TOTAL AREA ` ° x.40 . , ~ . ~ . . ®K . , .
'r, :a, Nt~°4GREENWAY • • > « > •~~.A . > > m , ~entarl~e•~;' o- wide city ~ °r, ~ T (~~AI_ ARF , « » . » < < m m m , . of Du~mhw ~,or;,tary Sewer j ACRES ~ _ ' ~ 4p® •`b~®°•.a~
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r i'~ o ~ ',~j a~ _ ~ ' < > , < m » ° , m stated ~i~the Ztedaratlan f \ • « < > , , . 4 ~ » • In R~ , estate Book 551 °r .r e' P ~ < ° j • < <,ti a . • x » < • ,`r , , < « • fan : 356, Na structures, ° ~ . ° ° • « . ~ .,°CI'b~ DU HAM ° .
.r i r. l ~"0:•• » ° ° < • « td` ~ . , . fi'„ 'enbanknents, trees, o~• I ° _.tructlans perroltted e~ j °j
'v,' ,.r > .l> < m~~ . » m ~ m , !lth~ the easement except •r ,s ,I ~ ° < > . ,f o > < s . nccording to these terMS, ~ < » m . > < °
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~ , x•950'<GRE~i~~WQY • < > < j ~A\ j •r 1 E t ~ ~ `C' ~ i < . } f~°°o•°e+ , . ° > i ~ CITY0I=DURHAM ! EASEMENTS'~~EEfl° BOO"~ r ; r , ° °oi, - % r ~ p ~ °:r" ! 101 CITY HALL PLAZA 1047 PG ~ ~ A~li~. f. ~_I ~ r 1 « • ~ ° i•
p719-0,, 4m9-8g2~$6> , s l . »EASEMENti > , , ° , . , • t, i 426-:-~-Ot33E ~ , i i ! ~ _ ~ r ~ ° °~i . , . ° ~ i ~ m.•~•' / ~ , DURHAM, NC 27701 ; ! BOOK 325, f't~ s ~ « ~ ~
WOO~CROFT CC«MtJMT1" A55DC: iNC" ~ ~ : < y,11«,; < « , • « < ° « < • m m > < < ~ / DB1;'`19> 650."• ,t;~ ,.,mm«°,»m° 1 9 jp ° , , ~ . • ~ ~ " ° 14 ' ~ \ ~ ! r'`~ ATTN: BETH TIMSON
ZNIN['`'PR»3:65° ,'s'~~~i~«<.»<•>>>,®.,>, % 1 / F J-g ;'SAT~~~~{ED< ° lx~ < « > < x • , > ° , < > m m < l i ! ~ { ° , ° . ° + ° , , ~ ° ° ® ~ ~ ~ ~ PARKS & RECREATION DEPT ! .l k I ~ ~ j
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° . » ~ t»°° . < ° , m . m . , , ENLY, PLEASE SEE INDIVIDUAL HOPE VALLEY FARM H 0 ASSN , WIDE DUKE POWER , ! . . ° • ° > ~ " a~ s ~ ~'°d, ~1N HP~'P~~®.
< > m ~ . < < , < < > , . » DB 2246 os 66 WIDE DUKE ;w PLANSCAS MARKED ~N THIS SHEET Z NING: P R 3.44 < . < . < , . ; » m ° , < > < » < m ~.-gg WWqq~~RR~~~~{{ pp COMPANY TRANS ~PANY TRANSMISSION . t{ , < " , « r z « p ~ ~ ~ d
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C~NSTRUCTI~N, . ~ , ° " ,
. I! « ° . ~ ~ I DFtAVVIRICS N®T RELEASED
<m•~;',~ <»a,~>. GREENWAY EA, ~REENWAY EASEMENT, p / ` . ° ° ° + 4" ~ ~ FmR CONSTRUCTION °
40' WIDE SANITARY < , < < ? q ,r . ,r' < = a ® DEED BOQK 1 ~ , SEWER EASEMENT, • m . • • ° ~ y«,» . » « , , m . » T(~r~'_ , ~ ~ « TEED BOOK 1673 PG < ° ° . Rc~° ~ ,m• ~ s' S~ ~ i' 'a, ~T~' ~ . ~ s 1.. ..p • . i~ ° , . ~..~~®RP,~ 1 ~ ...~tti ~ P• ~ ,ffob Number: 0831
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, , » . ° . ® ° < . a < ° < m , < a . ° > « < t 1-I < a . c o • v 5 , s a • m o a < n a a s m > n a < « p`•~ ~`\\\\v ~ ~ 'e. Revisions 2115106 BID SET r _
< 0 GRE`EHYWAY : r, ~ ~1 ~ ° . + ~~J % ,i o CONSTRUCTION
» • , m m..¢ a- m . m . . ° m CenterUne of 40' wide City , ~ < , . . « ° • , _ » . y!'» EASEMENT , , of Bw^han Sanitary Se~rer Q \'~x > < m , ° < m m »'~,.re V •..g_,~± > « > • « • 9• • , Easenent subJect to~terns H , i.,~ , » . , > ~ e,. . ' . m . ! ~ J ~h ~ =s~;C I ° ° ® ® ® i• 816109 BID SET °s p ° ° ~ °q~ i %
~ « ~ < stated !n the Declarat(on ~ i. . m » < , . _ ° . ~,>.e » » . . d ~ ~ r~ l A ~ ~ ~ ~ ° ~ ~ In Reat Estate Bob 1510 l:7 m~ > , w < » a~ ~ ~
~wm. ' f _ % • page 958, Na str~tures, ~ " k~~ > • ° m a~:~m , m~~ I ~ t F _ < m j • f~l, enbanknents, k~ees, or ~ ' ti , m ~ . m. ° ° n _ •A, -
~.'i~.~ , ~ ~ ° ~ ! . abstructlons ' rnltted ~ a • ° « ~ ~ , Went exce t ~ • , « . • _ » wfthln the ea e _ ~ , ~ ~ . » < » . . > r='_ - " P aeeording to these tere~s, a (e?~ p.-" ° » °
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SANITARY SEWER LAMMENIZi AA 1)
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EASEMENT EA ~..E~E REENW~Y SHEET INDEX GREEN o*
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CD-2b i'RC7i'ERTY LINE EASEMENT LINE 100 0 100 200 300 Sheet Number
OVERALL TRAIL - PROPERTY LINES AND EASEMENTS
~R~ENWP~Y BASEMENT STRUGTURE 1" = 100' MATCHLINE B TO MATCHLINE D Scale 1" = 100°

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ovER FFING 4Q-~,~AN~ . + « . _ + m THIS ~UERALL PLAN IS ' _AN IS SH~}WN DR ~
-a~€~-- - : m + « . ~r~ sAN~TA ~ " « m .~m ,F ~JRIENTATI~N PREPERTY ~PERTY NERSH7°P a
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' ___,-.._.B4QC~C 325 ~x~~ »5»14. + » ' ° ~ ` ' ' ° m ° ° BASE BID AND ALTS NAT ' m an~ s -T~ NAT ~ D ~
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, „ + SANITA° :';EWER . , . » , . , =422x01 X012 < . » . + ~r ; < a , - EASEMEI;ti:- P$ 59 , . I~' OF D RHAM - m . < o
` ` ~B 224 9~9 ~ ` ~ ~ , ® SCOTt do DONNA G S Lt PG 24 , ° , • . ` + ZONING;"R=20+ , ` " > ° it"" "
° Z N1NG: - 0 $ ° . > •F j'J=® WATERSHE®` ° • • < « . >.m F/J- WATERS D < > + _ » + . > .USEt VACANd' _ ® /
. . E,- f ° - ~ 111 West Main Street ~
e I , I .~...~.~",,.._..ww„~ n a m e e a n, o, r« s w + a ~ d a . < ~ Durham, N.C. 27701
ORIOLE d,.°~ + a m ~,w m a. a a ~ ~.~.•'ORRI@`-........._ ~v: ~ ~ o < s a e + + e o ~ . < _ o m a e ~,r' ~ ~ . « . ~ p 919.s52.oss5
,>'6 ~ yy~,.,. e « n . ~ , ~ « « ` ' ~ f 919.685.5646 ~ C ; w 0 N' « . , z©~ ~ ~APWUd.CJtp~.~COtT]
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. ~ 'OPEN F J-B SHED . , . . ~ , « s ~ " ° ~ ~ ~ GRE N 0719-02-98 1 u » "
» » . , . ,f ~ , SPACE ti` 420A-05-0~ Sl9RREY GREEN HOMEf!'
. + + . , i C ` + ~ ~ DB 1189 + r ° » . ,
~ CASWY -NVF LL • ZONI :PDR 3.44 ' « ZONING ;'p d"`r"~kr USE ,CANT
` ' ° ` ° ° ° » + ` F~J- WATERSHED ` « . ~,,i .
"ti. r s e a o++ e ~ x a a+ e.+ , Yq, m e n,+ e e 1 PO . f ° ~ ' ? 9 q A . .A' ' s~
CITY OFDURf~'r?~••= m»,®, Z KING: R ,;'1 , , . + + j~ , . + > • • r ~ ,r POt~1 « ° `/~'r
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n e a, m u a a' m ro e m n a tt a+ a z a « + . > , ° • + . m Centerline of 25` wide Clty ' ` s '
®q r . + , . of Durham Sanitary Sewer . ° 25 WI E DURHAM DOUGLAS FLAUGHTER ~ • « , ~ + + « « « « Easement, SubJect to i
SANITA SEWER & TAM MELVIN ~ ` " ' terms stated 1n the A N - PB 69 PG 21 • ~ • < ^ ' Declnratlon In Real Estate ' E SEM ZO ING. R-5,7 + / i " l° i
,1 « P , , + , Hook 151A page 958. No , , F~J-B ATERSH~ ~.l / + " I + " V" structures, flU, e f, '°v~,,,% .®°.»<.«»«.»»<°. ° III
- ~ + ~ ~ + ` embankments, trees, or j " • ~ p ; ~ _ . « , m ~ a , obstructions permitted CEEKT IL
° kl s4~ . . « . . , , « , . , " wlthin the easeMent except . e ccor g a th set m + f _ a e er s, « n
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I . . _ / P • s, ~+i ..a..y ~ I ~ 1 « ~
t < . , d PA L~'< ' ~ At1L "SNi'L~n ~ p ' i9=02' 87° 6709. ° » f , . « 412-0 002A«°« y
r4 1, , . < ~I " AITHCOCn 'c^r, ~A°~i ~ .r »m+,~a+m m,m + ° i » . a O~EOWN S ASSOC, i~. ~ ~ ~ « . « « . ~ Do3,~3n>~ 4rEra 5aace axn'lY~ans
. " . ING". R=117 ~LF17 i ~'~G , . , ~ + ° . ° . « F~/U- T7=RSPIE°D' n ,~rflNING~ 1 ;d~,~ 4g g 3 e BB d
< . . US. spa + . j , ° v ~ ~lSE: ACANT ~ ~ . « , .
° 6' . » . +D6 ~Z17 X46 < . « . + ~ < . . ZONING:. R • 25' WIDE DURHAM j/ ~ ° . ° , , « I . « « TRAIL SYSTEM
~ . , , , a . , , . F/J,-f3 >WATER~-itD SANITARY SEWER BuRM~~Y , f,° ~ , I. DURHAM NC
« _ ~ • «07'~' r~ ~f~ i ~ti « » .USE: «V~4C " ; EASEMENT NQ WRITTEN . + . + v0i i)i?i~ + + + . NT EDUND jj
I 'rs' i ~1?I~r ~n I i a e e. e. c e a a a ~ a a®•. o m ~B / . ' ' ° m 0 m ~ a t P e e n ~/f4~? a/ 8S b M. m p 3 R a o a a a°° a
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~ ~ ~ ;r « 0719-02-75-3907 ~ e ¢ + > , « > . a ~ F f . 4 2 2 - 01- 01 Z A i e 1 ~I e ! ' ' OWNER:
~ + ^ + . , m • + + « + • « a~•"°' ~ ~ « PAUL SNYDER & KI A HA(THCOCK > r ' » « P'"_ DB 2217. 546 HOPE VALLEY FARM H~0 ASSN
° ° ~ • • , • • , , • • " m r`~ ' ~ ZONING: R-10 s ~ ° ,>.,.®..««.<°<°® ,°..a CITY OF DURHAM 101 CITY HALL PLAZA
« . , ~ + ~ + . « ~ . , f ~ > ~ f - T ED ZONING: PDR 3.44 + ° . , • • • ° ° • ^ . ~ ° f F~J-B WATERSHED j 'q' ~ DURHAM, NC 27701
» ~ ~_fri~ \ , » ° « « . « . « » . « « , » » ~ ~ , ~ ' ~ r ° ATTN: BETH TIMSON
' I « ° " « » " ° ° ° ° ° ° " ° ' ` ' PARKS & RECREATION DEPT , , » ° > 0719-02-87-6709 I - . ° ° < " . « ° ' • . « . " P ~~t ' ~ « , , « 422-06-002A h: 919-560-4355
~ X vk _ I x e« e o m n u a».• s x s a } ~i a~~ s - i e°. «,e.>»°.»« , i~~ SURREY GREEN ~
c e« o x a o a•+ n Fu`s k » i' ~ I t HOh4E0WNERS ASSOC. fx: 919-560-4021 . , « . ° < ° « > . ~ ~ ~ , « < DB 1472 [ 642 I' U a
° I ~ m , r-s . > > « . . ° » « « ~ ~ . , » . ZONING: P R-1.3 ~ 4 «m« a,~, ~ « USE:VAGANT t~ ;
° 424-o~-oos + ~ ~ ~ j ~ ~ ,
. ° • HW60klBRIDGE IN HOI~E• r ; + I « . ONWEd2S A6SOGdAT40N ING + , ;
j " D8 > 1144, .871 + • . ~ ~ ~ Centerline of overlnp~ng 3S' w3de • • 7.1 0 8 6709.° ~ ° . « . « and aH' wfae city of Hurham sanitary
m +ZONIN,G:. +DR :4 ` i ~ ,fir « _ - _ - » . + „F~Js W9T~R HEO . X ; r~ _ ~ g ~ Sewer Easements, SubJact to terms 422= fi-~02A ° « / r , , , « ° $1J EY GREEN < ° ~ stated In the Hectaratfon In Real °,P~ m ~ , > Estate Hook f530 page 958, Na
® f10~E ERS« ASSOC: ' Y ~G> 98 , » ° . ° « ; `1\_ structures, fIU, embankments, trees, ' _ 'D~ " 472 "L° 842 ' ~ or obstructions permitted within the
d e . « « easement axce t occordin to these
+ , . + , . ~ a m , j ~ . ~ . , m , m • . « . ~ VAGAN~ , ° « . v j«~ » y ~ « terms,
;
a . , , . + , e, ~ ~ 0719-02-75-3533 > d : 506-01-007
` > HOPE VALLEY FARM HOME
+ « , , , , « ~ ; OWNERS ASSOCIATION INC DB 2356 949 t « 1 / . « » , , ~ . » . « _ ~ ~ _ x 1050 s~ x
i., i„ Q1 P~ . < . 24A-01-O05G ~ ~ . ~ e" F J-8 WATERSHED i '
iOODBE~DGE'lll"H6f i ° " ~ . ` ` ' USE; VACANT / ' ~ hS50CU1Tlb~«INC • • » ti ~ ° » ° + ! ,
i.~ 9 \ X18 ~ ; r 81~ ~,q . _ ® I„,,_t ~ /
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. . , « + . ~ z ~~,r « v~ i ~ i +<<»«>><., OPEN .'r ~ ~ « /
. SPACE + ~4,; ! i
,m :r'~ ~ • • THIS EVERALL PLAN IS SHEWN EAR ° ° ° ° ®Center4ln-,"of overtaking / "»°.~«b ~r~ » . s `r~ D WINGS NOT RELEASED . > , „ < , ' ~y , ~ ~ ~ ~ E FOR CONSTRUCTION
« • ode and ~'~U' wide City of ~ ' . ,'~vv~aos~~c~.+ , t ; , mD~y^hpm+,:inltary sewer ERIENTATIDN PREPERTY OWNERSHIP . ° • ° .
t + Easemen, Subject to terms ~ . . . , ' ° ftnte8 ; ~ the Declaration In ' » ^ « ° ° . , A ~ ° ~ . Jab Number: 0831
. , , E ~I +Re~ai ~E ;;te >3a~>S ~5>D page I D E N T I E I C A I N A R ° " • ® ° T ~ ND A EAS OF « » . . . m . , $S8` h~;' structures, ffU, ~ « « + « + ' s ~ a o a « e « o . ¢ r . ~ . . « e a s « « , i,
+ ~ ~ ~ embnnkments, trees, or ; + . BASE BID AND ALTERNATE DID ° + ~ r ` m ok~th ~_tlons permitted wlthin ~ + " " + ~ ~ ° ° ' ~ Drawn WLR CP JW JG KB KH « > t » . , HOPE LLEY `
. + . ~ < the. r-,u,emerot except according " ® + + « , ~ .r . to tf `se terry, ~ « . . . . • « ONLYe PLEASE SEE INDIVIDUAL o f « FA S * ~ Checked DAJ EOS TRK 5AB KH f~
« » ° « = r ~ ° « « « OP SPACE Date 90128/05 GD RESUBMITTAL ~ ~ ~ « « ° « ° ~ ~ Revisions 2115106 BID SET
. • • • • • ,p~ • • • PLANSCAS MARKED UN THIS SHEET) ~ ° + + ° ° 'ti N 0719-02 3~z`> , . , . t 422-r~,,~~~-~0~ 3105108 ISSUED FORv
+ . • + + . » • • • 4 • ~ • m m , F a R DETAILS Cl N TRAIL ~ DoRO l ~'~INIlG 'TRUSTEE m . " . ° « « > • ~~y~i ~ ° ! « ~ « , ° » CO_NSTRUGTI_ON _
~ D ;:z~6°3°•903° °071 >-04-64-6573 ~ C ~ N S T R U C T I 0 N e r ' ' ~ » of « ~ 816109 BID SET ~ > e »
, . , , ~ < . , '?.4-01-0048 ~ ~~-B WA,TE,RB)iED , . . » r U riSEm DES «ESTATIr , . « .~,I
..+m..>.+., 2 3 ~ + r tiJING:PR-:1'.12 ,..<..a/,,~`~e~; ~ ; ,
USE: VACANT ' « > ~ ~ ~ « , « ° CAS CK-HVF I_LC _ ~ I. , > « » ~ ZO PDR 3.44 -
m +F! t ~ w e + + ? m ~ + k /
~j ~ CONSTRUCTION DRAWINGS
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+ i~ ° « _ , ~ Sheet Title:
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a a a ro e e m a® +t~r t ® a• s a e s a+ tt® Fn 7 i « . ~NQP,E>VAL!,~Y 46 109RTH HOA r U J.a
, + ~ I ~ , ~ » ` « » ' " « ° F~ B WATERSHED ' . « ' SE: VACANT
. _ T'i A CVT.9'1 tT'i Trr1C'1 A ATT1
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UATMM UUqO D ) t v t`1 9~ 1aa a P ro e o m LEC < < F° U AFB m s< m ; ti SHEET INDEX
100 0 100 200 300 Sheet Number
L-2c Y LINE EASEMENT LINE ~'ROERT
OVERALL TRAIL - PROPERTY LINES AND EASEMENTS OREENWAY EASEMENT ~f STRIJGTURE
= 100' MATC LINE D TO MATCHLINE F Scale 1 = 100

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THIS OVERALL PLAN IS SHAWN FOR t ` ' ~ y; ~ ~
URIENTATIUN PROPERTY OWNERSHIP ~ ~ ~ ~ ° ` ~
• ~_L_. ~ . . IDENTIFICATION, AND AREAS NE i ~ . , ~ , / ~
~ ~ ~ BASE BID AND ALTERNATE BID FRED i v ~ °~m ~ w
ZQNI
ONLY. PLEASE SEE INDIVIDUAL C- I a . m ~
PLANSCAS MARKED ~N THIS SHEET) ••a~ ~ ~ ~ a r ~ ~ ~ v. ~ ir"S ~ r r r t r Q
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L FRED HUNTER . `r ~ ~ u Durham, N.C. 27701 j ~ , , . a , . 919.652.0368
\ I DAVID & SUSAN BROWN j ZRNING~ R-10 ~ k ~ ~ ~ ~ f 919.688.5646
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JBHN & WENDY PANKD R " CI ~F" DU1~aAf•1®'~
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~ ~ JUI.IUS°NYANG[JRO , , ~ PG° 269 `4 f» « . » » ~ ~ . . ~ , mm.~ mma ®a ° ~y
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a~°s.~°~°~aa° ~ ° ~.r° ° ° a . CREEK TRAiL
, . , ~ ~
.•e + _~_f I ~ , ~ • ° » 67°29 fli U9 1219 ` . , . , , , ~ 4~ ' ~ a ° a ° m > . « m d ~ ~ « ° ° ~ ~ ~ ~ ~ ~ ~ ' i
~ v. KE}!IN ANIEL3 ~ 418=O1 003 < ~ r°" ,r''~ _ o - ~ - ,CITYDFDURAM" .~„r;
Z NI + R 10 L „ , - B 1Q3 / ~ , , , f . _ _ 71lNIN~i , ANTONI~[ EE ~ » 7<-D1=001- .
ZaNING+ -10 ~ . ~ 0 1 -~2 ~~~•»8483=,~, • < ~ .s', s~' , CI Y» QF TIUR,,.,<< _ , @~~ • ,°m°a°.«°•®°>yaaa~m aaaamm m fir'>l ~.~a.°a>.°.~ ~ a ~ ~ CenterUne of i~' wlde Clty of ' r` ' ! Durham Snnltnr Sewer Easement,
~ f ~4 ,.'.-i106A, ? ''F"'~ ~ 2048 / _~r19 ~ , WILIlIA'~a`k<'U~Ay A~AN~ ~ ; Z~NTNt" -2p~ \ « « . , _ • , ° . ~ SubJect to terms stated In the ~ DURHAY OPEN SPACE AND'dk®DS i ! Declaratlon In Rent Estnte Book 1510 I ° rr r ° ` f a ` ° ° ~ pnge 959, No str~tures, fill,
WILLIAM S „-.,i . ' , , ~ •;.,5 o uS€ NT -~~+9~ / r --SkIARAN.,~ERKEL I ~rr, ~ i `;,r~a » ° ~ . , ~ » a°' T / ~ • ~8 • r; 1 embnnkments trees, or obstructions I?
ZDNING~ R'1~ ROBERT & CHRISTINE BARNET' t r~'3E~ -FAM° RES ~ ~ . , « ~a » , , , ~ ~JDANN LANG FOWLER ,~f , , « ~~;,r„-,' , » ,d= » , , r~~::"~~ rf` ~,m„",®,"a•:a«"«« =•°a,a®a,a„® •s{° m °am ~ ~ permitted wlthlh the easement PY ! • a ° • • . ®f" except according to these terms.
.i _..=-i-_, A ~ Z NING~ R-10 ~ ZDNiNGi R-ld , . , < . « . , < . ; , A ! f -
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BARRY MCKINNEY ~ ~ ~ - ~ , » ~ ~ ~ » . . , < a, 0719-02 99 6 _ . ° < , , . ,o , . . ! > f ~ ~
ZDNING~ R-10 i 418-~~00t ~ ' ~ + ~ 1 I CHRISTTNE~ARP i , ~ ;r.J1.L(t , „ "'t' « ~,RE • r. . < , 3o- a e
, ~..a DB 88F_, i so, , ~ * , , , . < . ~'m '~«A~~ ' ~ tRAl1. ;r' _ ~ T~ ,w ° ~t~ . ~N. , = R 0 _ ®...m°,..mm®.a.°~~m •a®.°m.l , i
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a . • . m§°° . a a x e . r ~ ~ 1 m > • • a°~ is iv~ •aa..°°;.•,°a,° ~A°®>.m aaa"...,.>a awNER:
N ..,J», 418-=01~-001< <,.«< ~ / ~ ,;.I / .«..a.aa°, CITY OF DURHAM
1~,, „«,<<.»,CITY>>©F, DURHAM<.=.. DBREEN MAGOR ~ . , < .118 0,3 X84» < < > 4~.` / !r , ~ m..,>® m°•.mam °a ®°m°,>. ~ 101 CITY HALL PLAZA
ZRNING~ R-10 ~ ° ' . ° « ~ « ~ ` ® Zb~ING+ ~°10 " °4 , , < 175E+ VACANT ` ~ I ° m®.°®, .r ~ ,...a.a.a,• DURHAM, NC 27701 ,°>a.aa ° lid
1 g~'I~E~O SAC«. / ~a / a..>°.°er°..«.°..°~~~! a./.a...°.a> ATTN:BETHTIMSON
~___-,--'7... i ~'`a,,~„tlo,. .~QARD,AI.KJRAIl-» .....<<,<»,.®®..>«,.,... ~j / mma°ma, / r.., . ~ PARKS & RECREATION DEPT
1 ~ ~ . i a°,°a•°•."m°®°°~RQPO~SEQ« • ,-~,r/ t~~,j r ~ ph:919-560-4355
° ° , :;TRAIL,-~-,~ f~~E`'m ' . a ° a a m , m • , ~ ! ; ~ A~ fx: 919-560-4021
" ~ ~ f ~ E ~ , , , , . ~ ' , !Y° f e fJ/ I
>°mma°~.° ° , °r ~ <«°<a•ma ~,,~a °®am®m,®a«°~•ma /
LARRY DALE & ~ , , , / , ` » , < " , , JULIA MCKEEL N • , ~ ~ ~ , • ~ , ~ , ~ 071910 ~9`7p~6073 " « / . » , , • , ® .
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f~°~• ° ° a / ~ Drawn ~ WLRCPJWJCKB KKH ~ ~ Checked DAJ EOS TRK SAB KH _ ~ma°~.a. °•a°,
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i ~ ° ~ a ~ t § ^ ~ ' ° ' • • -.,.,.,,,v, 3105!08 ISSUED FQR > ° " ° a ~ ; f G.: CONSTRUCTION
,~J ~ , ® ~ a ,r 8I6/09 BID SET
' C~ > r ° t. - -
° OVERLAPPIN , 0 AND 35 SANITARY
• , » • , , °SEWER ~r~7i'i~ENTS DEED BOOK / / U' < Ar. j . , , , , . • ~ ~ • '<0~1° 'F~n~879 AND DEED BOOK ~ » . , < « , , , » « . ~ ~.P
THIS OVERALL PLAN IS SHOWN FOR ~ -
, ~y1~i" t o "'F m 1 I
" " ~ ° ° " ~RIENTATI~~1, PREPERTY ~WNERSNIP m a ~ l
/ ~ a » e ~ ,/,,r~ / r' IDENTIEICATI~N, AND AREAS ~F CONSTRUCTION DRAWINGS
~ 'r~~~~~~•• ' BASE BID AND ALTERNATE BID
~ ~NLY~ PLEASE SEE INDIVIDUAL sheet Title:
Centerline of 35' wide Clty of PLANSCAS MARKED ON THIS SHEET) trs
, < i ~ 1 1 , °i Durham Sanitary Sewer Easement, ~ -e. SubJect to terms stated In the 1
/ , a , , , / , » t;. . ' Declaratlon In Reat Estate Hook 1510 f ~ R DETAILS a ~ TRAIL ~ ~T j page 958, No structures, fll4 ®p@ j~~Rs
<<~»' r~ s,~• oenhnn4nnn+e +neec nn nhe+va,~!lane ~ n . , r~ -r n i , n m r r-, . i d
permitted within the easement L U W~ I K U L 1 MIN.
EASEMENTS except according to these terms. AND
i LECEND SHEET INDEX
CD-2d - - - - PROPERTY LINE 100 0 100 200 300 Sheet Number
E,~SEMENr LINE < OVERALL TRAIL - PROPERTY LINES AND EASEMENTS 7
_ Ll CREENWAYASMNT STRUGrUi 1 - 100 MATCHLINE F TO MATC~ILINE H Scale 1 = 100' r

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_ f
1 ~ e / ~ G 1 e ~ A ~ 66, PG 21 W ~ ° E m
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H ~~°~kti 1 ~ BOOK 36, PG $2 - i
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P ,V . -D6 44 `"t~ ~ flNIN~, DB 423/86 THIRD FORK
14i w D IJSE e-~ . ONING; R 20 D 4JSE; ~ VACANT 1 / ~ / / ~
~ "s r3 `
Cknterl~e of 25' wide Clty of CREEK TRAIL ER 4, / , rhan Sanitary Sewer Easenent,
E BtiOK ~ ~ /Sub,Ject to terns stated In the ~ BOOK ~ Dedaratlon In Reat Estate Hook 1510 / page 958, No structures, flit, ~ ~
, ~ tt'y,, 1 a m ~ SOU ~ `g~ f enbanknents, trees, or obstructions ~ ! - t ~ / ~rmitted within the ensenent
SOUTHER NDARIES ; except according to tl~cese terns. i
~~Y PARK BOUNDARIES / i i e~,~~~
v°N r1~ PARK Rn 4 [ ;4 ~ ' DfIRHAI[ ~ SPACE AND lA1Rl~l ' s j i~
, NT. DEED ,DEED ~ 0820-18-32-0364
r; 8-899 \ , - ~s, TM ~ M3-~o2-00~ ~ NORTHIS~UTH 8-899 ~ ~ r ORES. ~ 4;<~ DB 1490765
-ORES. . \ R" \ ~ \
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` ^ ~ ~ ~ x' DURHAM NC
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~V PICNIC SHELTER <~;
~ \
~ ~ ~
~~~s~~ `t.. ;
~ A'pi ..-iC / . . . . . . . A / OWNER:
y '15~ro a ~:ri eTM' 1 C Y ~ ~ \ ~ / ~ ~ ~ ~ ~ ~ ~ ; ~ CITY OF DURHAM
~ / / , 101 CITY HALL PLAZA
~ i ~ , ~ ~i` ~ ~ ~ / . ~ DURHAM, NC 27701
, \ ~ ~ ~ ~ ? a ' is,~ / ~ ; ` ATTN: BETH TIMSON
. , PARKS & RECREATION DEPT
T T 1 1+ O T ~ - f ~ ALT NA E 4: 9 ~ , r~ ~ ~ ~ - ~ - ~ ~ ~ ~ - ~ ~ - ~ ~ ~ ph: 919-560-4355
~ v ~ ` ' ~ TRAI . . _ ~ . ~ . . . _ . _ . . ~ fx: 919-560-4021 i.
t; \ i . ~ ~ . . . 0~~
a i. ~ ~ ~ ~ . ~ r ' Q i 0820-18-32-0364 . . ~ . . _ . . . . . ~ TM 413-02-005
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> CITY OF DURHAM ~ ~ / ~ Q ~ ~ DB 47 ~ 458 ~ ~ ~ ~ ~ ~
~ ZONING: R-20 / ~ ` ` \ USE: FACILITIES MAINTENANCE ~ a
~ ~ A i ~ ~'~N H P~'P
PUBLIC WORKS ~ s' \ OPERATIONS & , i
MAINTENANCE CENF~R ~ i ,
y,. i~ % ~ ~ L; %
~ A \ ~ ~ a y.: , ~ i ~ 'iv THIS OVERALL PLAN IS SHAWN FOR ~ DRAWINGS NOT RELEASED
/ i FOR CONSTRUCTION
/ ~ ~ ~ ~ i ~ ~ POSED ~ ~ f ~ ~ ~ ~ ALT ~osED ~ ORIENTATION, PROPERTY OWNERSHIP ALT IDENTIFICATION, AND AREAS ~E ,lob Number: 0831
, ~ ~
BASE BID AND ALTERNATE BID Drawn WLRCPJWJCKB KH -
~ \ \ FQ ~ ` F04. ONLY, PLEASE SEE INDIVIDUAL Checked_ DAJEOSTRKSAB KH_
~ A ~e ~ ~ ~ x j~ Date 70/28105 CD RESUBMITTAL
~ ~ T f~N PLANSCAS MARKED QN THIS SHEET) RevlslonS 2115106 BID SET
X Xxxxv ` ~ n ~ i ~ h; Jp4~ x ~ FOR DETAILS ~N TRAIL ' ~ CONSTRUCTONFOR
~ \ l ! tY i~. .IAA ~ ~ ~ ~~4: \ W~~~ \ i / /~~n ' 816149 BID SET CONSTRUCTION,
\ / n \ ~ / v 5~ ~
~ ~ \ \ \ `s ~
9` \ ~ ~ ~ . OF DURHAM ~G~;`, Z NING. R-10 ~ ~0~~A ~ ~ ;
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G ~ A`•, ~ ~ ~ ~ CONSTRUCTION gRAWINGS
~ R ~ BARRE~JT i 9 ` ' *
-y~ i a'T~ ~ , °°°°s~~°°°° Sheet Title:
i r, ~ ~
, ~ ~ Wr ~ i TRAIL PROPERTY
\ f;. C PROPOSED FGREENWAY ~ , ~ h ,
p N o~~ 1 R OWNERS,_-~
iIiAIL IU Ilt INIU MLIS/,' EASEMENTS AND
LEVIS & LUZ PARKWAY SIDEWALK VALENZUELA i
ZONING: R-10 i ~ SHEET. INDEX
CD-2e - - - - EASEMENT LINE PR0f PROPERTY LINE 100 0 100 200 300 Sheet Number
OVERALL TRAIL - PROPERTY LINES AND EASEMENTS LECENP GREENWAY EASEMENT STRL STRUGTURE - CD-2e
1" = 100' SOUTHERN BOUNDARIES PARK Scale 1" = 100'

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W Durham, N.C. 27701
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! a ~ rx I x ~ _ w~ 4' i ~ , ~ ~ r I' I1 ~ " 7~ 5 ~ ~ CREEK TRAIL
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OWNER:
a 1 r r CITY OF DURHAM
~ ~ 7; b~ - .L- - ~ r.:. d r t 101 CITY HALL PLAZA
f t' r ~ I~ ' ~ ,1~, , DURHAM, NC 27701
~ c t q~ f' ATTN: BETH TIMSON
PARKS & RECREATION DEPT
- ~ 11't - ~ ~ ~ Via. ~ ' ~fi ~ ~ } ~ THE S. i' A ~~wc; F4 t ; ~ 4 ~'s r~ OE 1 THE STREAM DEBRIS REMOVAL AND DISPOSAL WORK GON515T5 ph: 919-560-4355 OF THE GLEAN-UP OF THIRD FORK GREEK AREAS 8Y THE fx: 919-560-4021
REMOVAL AND DISPOSAL OF TREES, LOGS STUMPS, BRUSH,
re Tnti~ ~ r i 1 ~ sir!: .''rl r~. ~ ~ J , ~r' RUB815H AND DEBRIS DEPOSITED IN AND ADJACENT TO THE GREEK CHANNEL. THE CONTRACTOR SHALL PERFORM THE WORK
AS DESCRIBED IN THE SPEGIFIGATIONS WITH MINIMUM IMPACT TO
~ J 'y ~ ~ w 5 THE THE ENVIRONMENT.
~ :;c"' ~ iir 16.k~ ~ ~ ~ ~ HE y ~ T i f ~ ~ ~ - THE DESIGNATED DEBRIS LOCATIONS ARE INDICATED ON SHEET
. ~ ~ ~ , ~ . , ~ ON GD-3, GENERALLY STARTS AT WOODGROFT PARKWAY AND
CONTINUES TO MARTIN LUTER KING JR. PARKLWAY.
J r i,,r%` ~ .1 ~ 17. '~A;, ~ , s~ THE ~ r~ ~,y ~ 16,e ~ 4. THE WORK WILL BE FLAGGED IN THE FIELD BY THE INSPECTOR.
ALL SITES FOR THIS PORTION OF THE WORK ARE DESIGNATED A5 HAND WORK ONLY.
s, .b „ f ti~ ~ ~ , .t I r~~° ~ ~ ~ ~ ~
FIRST PRIORITY, WORK TO START AT 5. ROXBORO RD AND TO CONTINUE TO MARTIN LUTHER KING JR. PKWY. SECOND PRIORITY,
3~ r. r'-~_ r t ~~1 'r ; ~ ~ T 'r WORK TD CONTINUE FROM WOODGROFT PKWY TO 5. ROXBORO RD.
at ~r „_:h ~ 1 s f ,
7' / ~i Yes. I ~ i i ~ d 1/CD-3
f r STREAM DEBRIS REMOVAL
r 19 . a r.
~ d; ~ y AND DISPOSAL NOTES
~ , '~k. t. r - i 1 4
~ l ti ! r i y ~QQ RQF ~ ~ ~ ~ ~ 1
~ ~ ~ } ,Yip' ~~iy~~[~Il DRAWINGS NOT RELEASED
r 0 ~ ~ ~ r,~y l~ ti ' ~ r ~ t~ i FOR CONSTRUCTION
,f' ~ 7 Job Number: 0831
v- i E„ w~'"'~' ~ ~ ~'1i ~'l.
v; ~ ' ~ _ 5~ ,Ma,r ~ : j ~ t raj` ~ r Drawn WLR CP,JW,JC,KB, KH
, - 4 ~ r , f ~ i Checked DAJ,EOS TRK SAB, KH _
r ~ I, ~ ~ 'i, rtr t r~ ~-,y+t~ t" - x~ ~ ~ i„~. Ill Fe Date _ 10128!05 CD RESU_BMITTAL
Revisions 2115108 BID SET 3105(08 ISSUED FOR
CONSTRUCTION
816109 BID SET

0 50~ ~ oao ~ oaa 5
W E ~28t CONSTRUCTION DRAWINGS
ris ~a~~n nt~ ~ anon 1 inch a uais 1 ~Oa feefi ~ 0 ~ G
s
,anua ~ 2~0 Sheet Title:
STREAM DEBRIS
REMOVAL LOCATIONS
PHASE 1A
MAP AS PROVIDED BY COD STORMWATER DIVISION Sheet Number
CD-3

T1JER5f j1 ~ ~ 5 4 R PAt~ i~ ` ~ i ~ 1 do / < _ _ ~
ZONE: R-14' r" • \ % ~
~/J B WATER~I9ED ~ .
/ / ~ ~ b ~ \ 280 ~ i ~ r
i' a' ~ 0719-0 -20-3309 i' \ ~ PT TA 426-01 008A-50
! 4+5 .01 ' HgPE ALLEY % ~ ~ ~ ~ r ~ ~ NO FLOODWAY, FLOODPLAIN, OR ;y \ r
` i PgINT LLC T ANDS ON THIS SHEET ~ . ~ ~ RIPARIAN ZgNING~ C(D) ~ L ; , / ~ ~ 282 .y ~ 1
' ~ F/J- W T RSHED ~ B A ; ~ ~ r GRA
I USES CgMME CIAL / 10" OAK ai w I l ~ ~ ~ N~ ~2$4 ~ / ~ ~-~~~-----286 ~ ~
® l;;t o: f r,;,.I oo BEGINNING AT 5TA 4+00 RESEED LAWN ARSA WITH
„ N RIPARIAN GRASS MIX, BOTH SIDES OE TRAIL / 0 a ~ ~
i i
~ ~ ;`i -EXISTING TREE / ~"z ~ / ra - TD BE REMOVED a \ G ~ ~ ~ ~ ~i u
~ g 292 ~ / ~ ~ ca o
/ LEGEND ~ l ~ _ _ ~ ~]C~C~d y ~k s,? ~ ~l 1 ~ t ~ LIMIT OP GONSTRUGTION ~ l ~
~ PC STA LIMIT OE CONSTRUCTION 'F .t 4 , ~ PROPERTY RELATED ITEMS ~ ~ ~ , I ~ i ~ - ~ Q ~~~~C~~PA
3+76.68 '-F-''3, EXISTdNC~ PROP05ED ~ II ~ a
I 22" OAK a ~ 1 - - PROPERTY LINE
~ FESCUE \ ,;i; ~'~a LAWN EXISTING BENGH - - - e-- EASEMENT LINE '1, TRAIL MEETS EXISTING GRADE ~ I ~ ® ~ ~ ~ ~ ` ° AT THE 288 ELEVATiDN ~ ~ ~ ~ ~ ~ ~ - 111 West fain Street
I TO BE REMOVED ~ ~ I I I ~ ~ Durham N.C° 27701
5TRUGTURE ' ~ ~ ~a ~ ~ ~ z p 919.6~2.Q368
--o-o-- =x=x= PENCE ' f
~ EXISTING ASPHALT RETAINING WALL ~1--
sz ! PATH TO BE REMOVED , t ~ ~ ~ PAVING ~
PT STA ;
s° !~'1 , EXISTING PROP05ED i ~ 3+28.9 ~ a 10 WIDE = v .--r J
' I - --~.1"" ~ a r ASPHALT TRAIL _ - - \ ' I t Gs , - CURB & GUTTER _
Y ~ I t a~; y EDGE OP PAVEMENT
. i t ~r ti i 1, CONCRETE SIDEWALK ~ N I ~ ~ \ I
4 . ~ o
~ PC STA , ~ ASPHALT 51DEWALK ~I,~ _ ~ X294 I i / I ¢ I ~ ~ I / is
' 2+96,0 ri,
e 1 , HEAVY DUTY ASPHALT 5lDEWALK RESEED WITH ~ 6 LONG BY 4 WIDE CONCRETE
PAD RE: 5/D-1 TYP. ALL (5~ RIPARIAN GRA55 II sra 5TA IDNIN~~ PROM POINT ' I ~y ~ ' I I NEW SWALE TO BE GONSTRUGTED I
t ~ BENGH LOCATIONS. BENCHES TO ~+a~•z~ OP ~EGINNING MIX ON POND SIDE ~ _ r AROUND NEW GONG. BENGH PAD.(TYP)~ ~ \
OE TRAIL t BE SUPPLIED AND INSTALLED BY Pc POINT OP CURVATURE t ~d ,
~ OWNER Pr LIQ ~ ~ s POINT OP TANGENCY
1 0 a I; UTILITIES a 26,~ I Z EXISTING PROPOSED ~ ~ , ~ z y
f ; di Q ~ I,~F - 2 EXISTING UTILITY POLE ~~a ~ ~ ~ ~
'i . -I`I BENCHES TO BE y~,r ' ~ ! ~ ~ ( Project:
I ~ h. 0 REMOVED ~ \ ~ ~ ~ r ~ ~ ~ I U I t:
~ ~ RAISED MANHOLE i k 55 f I i~ ly~ f 1 ~
1 4 I Fd- ~ ~;o ..®sp~ STORM DRAINAGE PIPING
I! ~ I ~ z ~ t'~ a v ~
I o I ; ~ ~ ~ ~ CULVERT o" cE E I ~ z ~ TENNIS COURTS _ _ ; ~ Q 5ANITARY SEWER ICI ~ ° 1 a 4 I z u. TENNIS CQURTS I ~
, I ~ 111 F- -FO--- PIKER OPTIC LINE
EXISTING POND k ~s,r I ~I ~ ~ r i ~ ' ~ ~ I ' ` ~ s
I ; ?i ~ ~ NOTE: G1TY OP DI~HAM SEY~R LINES +S I t „ ~ ~ EASEMENTS SHALL BE AGCE5S18LE AT ALL
i ~ lL I TIMES POR MAINTENANCE AND REPAIRS I I I ~ I ~ ~ i I ' =e DURH62[ OPEN SPACE !NA TRAII.9
I p I RUN TRAIL EDGE THROUGH CONTACT WITH THE I. P I
0719-03-10-9640 I ; ~ PARALLEL TD AND 10 CONTRACTOR. EXISTING - - ~ I ~ 426 Ol 008 ; r PROM TENNIS COURT TOPOGRAPHY EXISTING POND ~ ~I ~•4~..~1 ~ ~ k
CITY qF DURHAM I ~ 1" FENCE
DB 39S / 564 i ~ ~ ' 338 _ .---A-- I I; i ~ GoNTOUR ZgNING~ R-10 I , ~ X 157.5 + POT E EVATION TRAIL G/L) ~ ~
F/J-B AT RSHED ~ ~ 157.5 5 L l
u5 ~ PA ~ ; a ~ , v 1 Q' ARRETT R~~D PARK G STREAM TOP OP BAN 1 O„ LI ~ p 1 ~ ( K) L~ e~ ATT G A I(
j O , i EXISTING BENGH r'
DFI`lGIAL TREE5AVE i F~ PLOODWAY OFFICIAL T I P i TO BE REMOVED i AREA RE: ' OFEIGIAL TRi=E~AVE ~ ~ ~ ~ ( I ~ ~ ° AREA RE: 1/GD-1b
AREA RE. 1/GD-1b , i - FP - PLODDPLA{N (PLOODWAY FRINGE) DO NOT DISTURB ! ' PT STA REMOVE EXISTING TRASH GAN j DO NOT DID I r' ~ DO NOT DISTURB it ~ ~ ~ EXISTING WATER 1 °
I 1 +00.69 OWNER WILL SUPPLY AND ~ so- sre~ DURHAM STREAM BUFFER ~ ~~4 h f~ I I^OUNTAIN TO REMAIN ~
EXISTING CONCRETE ~ W , t. INSTALL NEW TRASH GAN REQUIRED t51ZE VARIES) \ i j / I~ ~ I / I I
~ 1 a RESEED WITH NOTE: NO PILLING IN PLOODWAY. ALL EXCAVATED MATERIAL ~ ~ EXISTING WATER FOUNTAIN i• P HE PLOODPLAIN. OWNER: ~ I ~ EXIST. STORM PIPE I ~ ° f
RIPARIAN GRASS ~F-=~ ~ ~ ~ TO REMAIN TO BE DISPOSED OP OUTSIDE o T NEW ASP NEW ASPHALT AND ~ ~ ~ ~ a CITY OF DURHAM
MIX ON POND SIDE I' ~ ~ GONGRET EXIST. , II ~ \ GONGRETE PAD TO ~ ~ DRAINS INTO PDND - ~ ° ~ ~ 109 CITY MALL PLAZA
` OP TRAIL - RE-SURFACE WALK INTO COURT WIT 1 r NOTE: WHERE NO PROP05ED GRADING 15 SHOWN, ~ SLOPE AU ~ ~ ~AS~R~~~ ~ j C=~ TOPCOAT ASPHALT(59.5A PAVEMEN) i TRAIL 15 TO ~ CONSTRllCTED TO A EXISTING SLOPE AWAY FROM ~ / EXIST. 9 r ~ No ouTLET EouND ~ 1 k , ~ ~ DURHAM, NC 27701 WASNROOM 9 g~~ p I I EXISTING BUILDING INLET PROTEGTION DISTURBS
~ 8~~~ ~ / FINISHED TOP ELEVATION THAT MATCHES ~ ADD 5 BIKE RACK , ~ E ~ I~EEP..~RA~EDGE 9' AT MIN 290 ~ BLDG ~ y ' fi AREA = 2 200 SQ ET ATTN: BETH TIMSON AT MIN 296 SLOPE or ~ ' ~ _ '
9 - - / THE EXISTING ADJACENT ELEVATION. ?-„r= RE: 2/D-2 ~ , a ~ R1 PROM FENCE CORNER ` 59O MAX ~ ~ ~ ~ ~ ~ - ~ ~ ° ~ PARKS & RECREATION DEPT ~ i r, 1 ~ : , j' i a ~ Y ~ ° gin; ph:919-560-4355
~ ~ ~ -~:~~-,w-:~_~ ~ A i ~ ti °o
EROSION CONTROL ITEMS _ ~ REMOVE EXISTING ~f, ,5 i PROP05ED ` ~~0 ID / t ` '~"t~' o GONST~U TION ~TA(~,ING 7 fx: 999-5fi0.4021 / ~•`"4 ~___.__._..s~_ _ ARE ~
OVE EXISTIN MA ADD VEHICULAR i 4 T. t / ~ 294 SILT EENGE i•
AS HALT IN TH15! 5fl' j; ~ NEW TRAIL i• ---c~F 51LT PENGE (TEMPORARY) RE: 2/D-3 ~ , , PHALT 1/D-1 TO A~ EXIT Nl?~XISTING 18" STORM RE: 2f D-
AREA! AND r ~ ~ ~ ~ EXI TING ASPHA ' E PROTECTION PENGE RE:3/D-3 ~ t L i TEMPORARY) ~ { / ~ IPE 4' ~ INSTAL ~ r
AGE wIT+~ ~ \ LO .STRIPE FOR 7 'r~ ~ ~ r KNOCK-DOWN , 1 'Q K - rsn RY DIVER510N DITCH RE:5/D-8 ~ NEW ~P RE• ~ ayy , \ „ a . 2 OA S GE5 TOTAL i~ TEMPORA L, ~ ~ ~ `295 7 ~ 296 ~ ~
-T' .CEDAR 1/D-1 BOLLARD ~ ~ • . ~ . . a 8`, ROCK PIPE INLET PROTECTION RE: i/D-3 ~ r a ~ ~ °
. m° 8 3/D-2 i ° ~ I \ --`c/ ~ ~ 298 - ro'~f _ _ _ MATGH G
r ,Z i SEDIMENT TRAP RE:9/D-4 \ .~o IP OLLARD o e" ~ ~ (TEMPORARY) \ ~ ` Y`A ' - EXIST. PAR , N6 T ,
EACH 51 ' ~ 18 r ~ , , r ~ ~ , . ~ ~ . ~ , • ! ~ ~ - , / ~ ROCK GHEGK DAM RE: 7~D q~°' l,. SLOPE TO SU ~ ~ 30 ~ ~ POSIT/ RAIN GE ~
ex , 4/D- PC STA r~ ~~;w,.e r~ - 9 ,71' , J (TEMPORARY) 5AW GUT 0+18.07 ~ o ,~rr, s: i7 I~ ~ ~ ~ ~ ' c,°a ~ y G NS RU T~
h, r ~4c~~~ 12 Ph~E ~ ; EXISTING U ENTR NG R ~ -4 °
' ~ tp ~ ! REMOVAL OP ALL TEMPORARY ER0510N CONTROL MEA5URE5 ASPHALT ~ - / _ ~ ~ ~ IGN RE: 1 ~ ~ ~ ~
~ ~ ! AND RESEEDING OP THOSE AREAS POR STABILIZATION 15 TRAIL M J NTRANGE i TRAIL START ~ i EXISTING ETED PER APPROVED ERO510N CONTROL PLANS. TO BE COMPL 7 i TRAIL START ` ~ / /
IG 8• 0+00 26.91 ASPHALT HA PPED
9/D-8 PARKING OT VEGETATION . GE / , / C
~ EXfSTING PROP05ED _ 1 2 9' TYP: ~ 1 ~ \ / E,
8.85 TYP. i i TREE TO BE REMOVED 1 V -AGG LE ~K ° aK i J
25.16 GRIND OFF EXI TING -rREEISHRUB, HANDI APPED AGE ~ ~ STRIPING OF EN IRE ' NOTE THAT EXISTING TREES ~
1/D-1 ~ . - 24.13 ~ •6° AK ~ ~ ARE DRAWN WITH SCALED ~
i` LOT ~ RESTRIP AS ROOT PROTECTION ZONE ~ ~ /
® ,a ~ - - , • SHOWN EQUAL TO 1' RADIUS PER i° LIMIT OF 4 OA. TREE TRUNK CALIPER LIMIT OE ~ ~ ,.J ~ : ry DR,4VUINCS NAT RELEASED
° ONSTRUGTION __m, 1 5 _ ' ~ 'STRIPE FOR 9 VEGETATION LINE o: DNSTRUGTION 7 ~ I ~ ~ Ft3R C~NSTRUCTIflN
~ ~ e' s• SPACES C~ 9' D.G. / r°
I ~ ~ Job Number: 0831 ~ °
~.~r.., ~ i STRIPE POR 9 ' " ~ ~ N / / ~ Drawn ' WLR Cp JW JC KB, KH
0 x 12' TALE ~ SPACES ®8.85 i k TINIA I INGL 1 H.G ~ - _ ~ ~ / Checked ~DAJ,EO5,TRK SAB KH
i ti= ~ app ` " w= ~ / / ~ / Date 10128105 CD RESUBMITTAL Revisions 2115106 BID SET
~ . . ~ ~ 0719-03-10-8185 lr . aA - - WHERE NOT INDICATED LIMIT OF CONSTRUCTION p~ 426 01 011 ~
C ; HgPE VALLEY PgINTE L C WORK IS SILT FENCE OR TREE PROTECTION FENCE ~~~0 ~ ~ " ~ . ~ V ° ~ ~ / ~ ~ ~ 3105108 ISSUED FOR \ ~ y` ( ) ~ ~ I i CONSTRUCTION
Q~jc' " a / ~ ~'U - r LIMIT OF DB 2941 / 206 - ' ~ , ao (1 i LIT 0~ / ~ ~ ~ 8/6/09 BID SET
~ . GTiO ZflNING~ NC (D) , i CONSTRUCTION FlJ-B WATERSHED \ r~o~ e`~ GoNSTRUCri~N ~ - - - ~ ~ I ro
- " ~~,a,~:,~,; , ~ ~ ~ USEs CgMMERCIAL ~ ~
` ^ _
°116868 P11l86 ~ ( ~ - ~ J _ ~ - ~ - 290
CAR pooooo0oooooaa O( oa ~ CA
. / e o \ ~ ' \ ~ ~ ` ` CONSTRUCTIGN DRAWINGS
10'x70' SIGHT a o : A~~'°° ~ : ,J''B~~ I DISTANCE TRIANGLE ; ~ ~ `
s; " SEAL ° 1 Q50 x c ~ o
: ~~n 27892 a a I I ! ~e~ ~V~n 9 O 10 x 70 SIGHT ¢ g,~' o R ~ _ T` , Sheet Titie: ~ 15" R~P W/ -z_`~~
5EE SHEET GD-4c1 FOR a °aa~'GI NE,~°° 4 DISTANCE TRIANGLE 4o pooeee6°°®° ti l ~ RIP SAP \
SIDEWALK GONSTRUGTION, f, ~`~1 ~,P oa ~ ~PQ
A PARKIN OT :a,f ~ HP ° o0o P ~ o°° ING ND G L +ar aes o0P400 00
PI_ANTIN~ IN T'FIIS SHGTION ~ A~ 6~~,.a
t VAJ:tK b(;'f1N
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PHASE 1B & EROSION CONTROL PLAN 30 0 30 60 90
CD-4 SITE & LANDSCAPE PLAN GR~°,~k4p GRADING & EROSIO TRAIL - GARRETT ROAD PARK ~3 - Sheet Number
1 30' Scale 1" = 30'

1
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EXISTING POND ~ EXIST. ~ ~ IN DISTURBED ~ E - v
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~ DISTURBED r.~"~A 4 JS ~ ~ / I ~ 10 HEM / AREA - _ ~`j ~ s., REDLINE < ~o~~~c~~
25 5 PL MULCH WIT N ~ ~o 1 ~ ~ r. r~~S> J n ~C~nIC Q~
~ >o PLANTING ED r FESGUE LAWN ~ ~ ~ ~ P ~ o 0
IN DISTURBED ~c~, a 12~oA ' r , 15" CEDAR E,
AREA - ~ , ~ d ~ I V ` d ~ 4 LIt~Jl1 41 ll~~P.~
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w~ e 18 HEM 4 0
EXISTIN~i ~ a ~.I jj~ l z 111 esfi fain Street
J PA , ti ~ ((f 1 ~ 2 GS 92 PINE i
20 LIR ''`ry ~ Durham, N.C. 27701
19 LIR 5~ ~ ~ ~ ~c Q i ;'~I z p 919.682.0369
15 SED 5 LIR ° ~j ~ f 919.688.5 6
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i ~ _ `a
294A - - r..r...--- - ~ 294,0 REMOVE TREE fN 7 PL
RIGHT OF WAY. ~ BJ a
15" RGP 10 BJ
FESGUE LAWN FOR
DISTURBED AREA IN 10`x70' SIGHT ~
RIGHT OF WAY DISTANCE TRIANGLE ~G d DURHAM OPEII SPACS AHD 1YtAIL4
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- G ETT ROAD PARK PARKING L0~' PLANING PLAN AR rn
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I \ ~ DURI G INSTALL TION OF GARRE \ oI ~ ~ f ~ ~ARF~ETT READ P~ E~~
ROAD SI EWALK, REMOTE L THE ~ I i I ~ ! ,.4~
A D SHRUBS IN RIGHT F WA u ~ OWNER:
N N ~ ~ DO NOT MOVE ES I SIDE FE GE EX EPT FOR HOSE IND ATED \ OFFICIAL TREESAVE ~ I ~ ^EN ~ ~ ~ ~ ~ ~ ~ ~ ~ CITY OF DURHAM
~ - AREA RE: 1/GD-1b 1 I ~ ~ ~ ~ ~ ~ 109 CITY MALL PLAZA
Do NoT DISTURB ~ ` 1 DURHAM, NC 27701 I s
I ~ ~ ~ ~ ~ ATTN: BETH TIMSON
\ ~ ~ ~ ~ ~ ~ PARKS & RECREATION DEPT 1
~ ~ \ / 1 ~ ~ , ~ ~ ~ ph: 919-560-4355 ~X~~T. ~ " fx: 919-560-4021
~ j ' ~ ~ WASHROOM ~ ~ ~ ~ o
~ "o \ ~ 8 PI \ ~ BLDG G ~ ~ ~ ~ ~ ~
1 ~ a ® ~ \ I
~ \ C / 0" F ~ ' %
~ / ~ ~ ~ ~ „ A \
~ ~ ~ MA ~ ~ ~ 296
~ ~
E ~ ~ ~ ~ \ 9 12~OAK 98~ ~ ~uou~~a
_ \ \ `w~`~ ~,`i~ CEDARS ~ ~ C A R D~ ~i~~
~ PI \ \ r ? ooon4 I a ? D9q
~ - _ ~ / \ ~ z„ E ' ~ a~~ 08 C ; ?s4a 9~y;~y ;
~ \ / ~ _ a 30p ~'rr ~~w i ti~ ~ x 1050 ~ a
~ ~ ~2 ~ DBI~o~~ ~ ' p „Q,A ~ ~ ~ ~
DO T OVE~XISTING ~ I to' INE / t ~,yy 12 PINE ~ ~ ~ i P ~ ° °
FENCE. ADD Mi~ORAR~Y~- \ \ _ ,,PI TREE RO~TEGTI SIGNS (RE
.~P, NG -3 TE b~TO TH FE E ~ h B91~p
\ . 'e.; w~ O ~ ~ _ ~ {
\ \ ~
0 NOT DIS V~'~, ~ ~ .;,4 A XISTING FENCE A y ; ~ ~ ° ~ DRAWII~~S Nt~T RELiwASED
w, ~ ~ ~ _ \ DURING SIDEWALK \ , , - ~ ~ oAx ~ FOR C®NSTRUCT{!~N ' i ,t
INSTALLATION - \ ~ ! ~ ~ Job Number: 0831
\ Af,j ~ ` , 2° AK J r t
J z ~ MOVE TREES ~ , l\ \ ~ yM1 1 „QO ° Drawn WLR CP J~A(,JC,K6, KH
°'y 0 SG Checked DAJ EOS TRK,SAS, KH o ~ ~ ~ i1~~
\ _ ~ ~ S~ / r~ _ Date _ 10/28105 CD R_ESUBPAITTAL IIIII ~ r / I 'J Revisions 2115106_BID SET _ _
~ w`\ l NOTE: 1. THE CONTRACTOR SHALL TAKE GA NOT TO DAMAGE ~ ~ ~ ! r / 1 2R 3105108 ISSUED FOR
TREES OR ROOTS THAT ARE TO REMAI . REMOVE THE NiS~ ~ ~ `";k . GONG SIDEWALK`FO~NTIRE ~ ~ ! i si CONSTRUCTION
SHRUBS INCLUDING \ ~ . . 2. USE TREE PROTECTION SIDEWALK CONS GTION DETAIL PARK FRONTAGE ALONG I ~ 10 x 12' TALL ~ N ~ ~ x, ° ~ , ~ 816109 6fD SET PIOTINIA _ ~ ~ _ - ~
ROOTS/STUMPS IN ~ 3p ~ RE: 2/D-1 FOR SECTIONS INDICATED ON THE PL N GARRETT ROAD RE: 5/D-1 ~ 0 r--
' RIGHT OF WAY. / ~ 5AW GUT AND COMPLETELY \ ; :
~ \ ~ \ REMOVE ALL TREE ROOTS ~ ~ - v. \ REMOVE TREE I} / Y
A~CONG FENGELINE TO ENSURE \ PROi~ER PREPARATION OF \ - -
\ ADD STREET TREES \ SI~GRAD~FOR SIDEALK I ~
\ ~ AFTER SIDEWALK \ ~ GON TRUGTIC~I. _ _ ~ ; , ~ ~ ~ a~ ~ ~ ~ . ~ ~ . ~ ; ; „ ~ ~ ~~i CONSTRUCTION DRAWINGS
~ / INSTALLATION
~ REMDVE TREE IN
\ ~ RIGHT OF WAY, ~ 290 x;- Sheet Title: RGP - _ r"~
:
`xi
/rT~-4~
Yr FARK DETAILS
GARRETT ROAD PARK SIDEWALK INSTALLATION
1 " = 3 0' SITE & LANDSCAPE PLAN GRADING & EROSIO 1.)HASE 1B
k EROSION CONTROL PLAN ,,u F" Sheet Number

~
~ ,o~, ~ NOTE: ALL TRAIL CONSTRUCTED IN RIGHT OF WAY ~ ~ "'2B ` ~ ~ i~ ~
~ a~`~;, ~ r..~ & P ~ ~ ` ~ 0 E GONG Tiw 51Di=WALK TRAIL R>v: 5 D-1 ~ 7 ~ EEL A RAMP ~ <:r _ '58.18 IS T B RE / ~
i RE:9I0 nr ~:~r° ~ / ~ ~ ~ ~ ~
~ , ~ ~ ALL CURB AND GUTTER AND SIDEWALK WORK 15 ~ _ ,F # ~ ~ , . N ~ , w ' / r y IGpt ~ _
~ ,~>>>:~y~ i~ ELOrjGATE 5T(~ BAS AN TO BE SUBMITTED FOR REVIEW AND APPROVAL BY ~ y ~ ~ / END PT s ~ ~ boy D 3~GTION ARROWS,BEHIN NG DOT PRIOR TO CONSTRUCTION. / ~ ~ ~ OUT=257:9.... ~ ~ ~ ~ v
~ ~ / 12+05.94 QRIG ~ C DSSWALK STRIPII~~ / ; 68£L,ASS B.~RIPRAP ~ , s ~ ~ ( ~
~ . / ,ya ' i' 6'x9~~8'1Ni~" ` ~ ~ ~ ~ ~ ~ ~
f ~ ~ 15"RCP ~ 1,0% ~ ~ ~ ~ TM
~ NG P PT ~ ~ A T& ~ \ P ~ ~ ~ ~ ~ REE~RE SNEER' ~ i ~ ~ i
~ ~ \ 11 +98.46 QRIG TY~E _ _ _ t ^ CONTRACTOR 1 r 0719 03 20 8641 CONTRACTOR TO LOCATE EXISTING ~ ` A ~ ~ ~ ~GD-~A F `NAG 75~ ~ ~ ~ ~ ~ ~ ~ ~
11+98.45 REV \ ,E/E /B ~ TM 426-02-004G ~VA~TE~LINE & ~VAT;~LINE & UTILITIES P~T6R ~~p ' ~ ~ ' ` ~ ~ 7~ND'TRAIL ~ ~ z
i ~ ~ ~ ACHOVIA BAMK & TRUST Ct] NA~ ~ ~ START OF COD i • TYPE ~ ~ START OF~CONSTRUCTION & NCDO`~ CB~`2 ~ ~ 1N~''RQVEME ~ 1 A ~ ~ , ~ ,r'~ ~ ~
\ ZBNING+ UI-2 (D) fi~EPORT AN`~( % \ \ . ~ AlGI e, A F/J-B WATERSHED ~ ENGINEER fi~EPORT AN`~C,ONFLICTS TO THE TIC=26`9~.~2 ~ 1 ~ ~ ra ~ o ~k, INU auT=257. , , ENGINEER ~ ~ ~ u ~ ~ ~ ~ ~ ~ ~ ` ~ z ~~UV~~~
~ \ MINOR ENTRANCE SIGN ;PAGE 0 ~ \ LEGEND ~ ~
; 1=0UR POST ~ URB R= 3 \ i ~ `ti ~ i'ROPERTY RELATED ITEMS ~ ~2~ ~ ~,A ~ ~ t~
RE: fro- P i' ~ \ ~ EXISTING PROPOSED ~
1 ~ , ~ ~ s ~ \ ~ - - PROPERTY LINE ~ ~ ~ o
CONSTRUCT TRAIL ALONG BACK OF CURB. o - - - EASEMENT LINE ~ ~ ~ i
CURB AND DRIVEWAY GUTS TO BE INSTALLED ~ ~ ~ A~`' ~ 111 hest Maan Street ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ D~~ham, N.C. 22701
STRUCTURE PER DETAIL 1/D-9. NOTE THAT CURB AND \ ~ ~ - ~
A Y TH R WORK IN THE \ --o-o-- =><-x- FENCE ~ GUTTER, TRAIL, AND N O E l ~ ~ ~
DOT RIGHT OF WAY REQUIRES A PERMIT ~ ~ RETAINING WALL ~ ` ~ ~ ' ~ ~ ~ ~ ~ 919.600.5646 ~ ~ ~ ~
FROM NG DOT. 9. ~ 1 ~ ~ ~ :k ~ 1 i ~ ~
~ PAVING ~
,e EXISTING PROPOSED ~ ~R~ ~ REFERENCE SHEET ~ o
.r ~ - ~ GD-5A 1=0R NG 751 't C° _ CURB e GUTTER
AND TRAIL ~ti c.~ ~ ~ cad ~ EDGE OF PAVEMENT ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ , / / .'`'ma'r
IMPROVEMENTS 0719-03-20-3888 ` J ~ ~ ~ /rr i
426-O1-016 P TA P. \ ~ . / , ~ : CONCRETE SIDEWALK ~
S & R PARTNERSHIP +5 ~ ~ ~ ' ~ ~ ~ - - ASPHALT SIDEWALK DB 1647 / 383 % ~ o ~ ~
ZUNING~ R 10 STA , ~
- 10+41.4 HEAVY DUTY ASPHALT SIDEWALK FOJ B WATERSHED ~ i
~ 'e ~ USES VACANT , ~ 1 ~ ~ f ~ z, ~ ~ ~ ~ / ~ ~ ~ ~ ~ y41 ~ ,r'''',
' ro i'e ts, rY ETA STATIONIN~ FROM POINT o .~.~i . k ! 1+4321 OF BEGINNING oo ~ t FESCUE SEED DISTUD
~ AREAS ALONG IL POINT OF CURVATURE 'x I ~ f 1~C='262.9, ~ ~ d ` °o ~ ~ NCDOT CB~4`~, , , ~
' ~ POINT OF TANGENCY ~ I ~ f / ~ IMV OUT=259..4 \ ~ ~ ~ TIC=263.0 ~ ~7
10' WIDE UTILITIES ~ I f / ~ ~ ~ ~ ~ INV IN=258.7 ~ ~
t `1 `s, CONCRETE EXISTING PROPOSED ~ \ SIDEWALK IL uTiurr POLE l f l / ~ ~ , `,~~,INV OUT=258. EXISTING ~ ~
~ RE: 5/D-1 ~ / / ~,15"RCP C~ 1..0~'~. , ; STRIPING
GATGH BA51N / ~ PCC ST
MINOR EN GE 9+40.61 ss RAISED MANHOLE ~ / ~ ~ INV IN-258.14 ~ ~ / / RESET Exi~TIN~ ~~i ~ ,1;;~, EX INV ouT=2 ~4 THIRD FRK
SIGN !Tw PoS~ ~ so--- .~so~ STORM DRAINAGE PIPIi~6 / ~ / ~ IDEWALK AID MA~GH.~~ll~tfk' ~ ; ~ k
RE: ~ ~ ~ ~ ~ ~ CULVERT / / PER IN DUR M , ~ ~ ' f
~ ow C A / ~ / l i / W~ ANA R ~ ~ r ~ ~ CEE~C T IL I,NL~
o w~ \ 18.5 - SANITARY SEWER 0719-03-20-5635 GN PEA ~ ; , ~ / / ~ \ tH i ~ ~ 1dDARbS ~ ~;e ~ P GTION ~I - Y-
426-01-015 N ~ ~ ~ ---FQ- FIBER OPTIC LINE AIGro o
SHIRLEY SMITH m'~= / rloTEl CITY of DURHAM R LINES ~ / f y ~ / f / ~ ~P-262 ~ ~ 't f ~ % ' ~ ' i
DB 2520 / 76 KNOCK-DOWN ® 1`GN PE EASEMENTS SHALL ~ AGGE551BLE AT ALL ZQNING, R-10 5 PJ , .F~, ~ ti x. B TIMES FOR MAINTENANCE AND REPAIRS l ~ f f ~ / 15"RCP 4 ~.0%l ~ ~ ,%~GQ ~ ~ ; ~___.r./
BOLLARD RE: F/J-B WATERSHED THR~c-~ GO~TAGT Wlr~ THE G~ERAL / ~ f f / EX. P I~ A~1)~ ! ~t ~D~~ ~ ~ ~z~~ nu~aeu ors, srsc~ arm Tau ~ ~ \ W
USES 1-FAM RES 3/D-2 ~/j~; ~ GoNTRAGTOR. 12 J5 ~ ~ , 1,, ~ Q ~ y ~ TOPOGRAPH°t' / , / EE5 ~ ~ ~ ~ ;
~ o ~,r-r ~ -f- 1 ~ ~ / 0
6 PJ A ~ ~r ANG 3~a ~ ~~;.~ry~ :'e~' , Y CONTOUR / / f ~ ~ „r°:= ~p ~ ~ ~EE~NGE T ~ ~ TRAIL SYSTEM
MULCH SHRUB ~ ~ 957.5 + NATION TRAIL GIL / i ~ 157.5 SPOT ELE ( I EX. pITGN ALON ~ ~ / ~ PROPERTY LINED ~ _ ~ t ` !~D- A~O~fNG 1 \ i~
BEDS ADJACENT ~ ~ 1 ' / ~ ~ i STREAM TOP OF BANK ~ / ~ ~ ~ i / / / /1 ~ 11~f'RC~; 1~1ENT5 r
TO TRAIL : , . % 5T R ~ 10 WIDE ~ ( I i / ,,,i r~rZl * . ;r , ~ ONE DEWALK FLOODWAY / \,j7' 4y` t
/ ° • ';f r ~ c y r
~ PJ t' P"`~~ ~ - FP - DP AIN F OODWAY FRINGE / /j` ~ \ FL00 L (L 7 / / l / 1 / / ~ R}, ~ .~,~P1 i ~ S~ v ' F~ ~ , s, ~X. ,G.E~~
~ ~ f -~i ~ \ T o / i . r \ 50' STREAR HilF'FER / / ~ ,~yh ~ i I PE ~-30L A S DURHAM STREAM BUFFER / , ~ / ~ ~ ~'i' ~ ~l ~0~ 4 n ~ . t lE ~ ~ / ~ ~ l / ' ~ ~ 11 ~A ~ ~ i ~ f
• `.~r TALL GRAIN INK 5 IG ~ ~ ~ GH\SID ~ REauIRED (SIZE VARIES) a ~ ~ {I ~ ~ /
NGE SET 3 1?E r~ ~ ~ ~ / r~'' NOTE NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL / / / / / t a' / / ~ +~V ~ ~ / ~ ~ ~ OWNER:
EACH SID ~ ASPfiALT ~ ~w'~.~s;, ~ ~ ~ TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. / / ~ i~~~/ ~ ~q ' E ! s , ~ CfTY OF DURHAM
TRAIL RELOGAT7~/REPLACE ~ III / ~ / / ° oA ~ ~ ~s; ~ `TIMER 101 CITY HALL PLAZA ENGE / / 51LT ~ ~ 1~'~ DGP~1G~
C 4 _ 1/D-1 ~ . ~%D-5 NO"I'E: WHERE NO PROPO~P GRADING I5 SHOWN, ANY EXISTING TREES .,~a' ;r ~ RE: / / i 'i ' DURhiAM, NC 2701
' EXISTING , .°„f/ TRAIL 15 TO BE CONSTRUCTED TO A TO MIN. 3 OEF THE rU. - ~ - ; ~ ~ ~ • FINISHED TOP ELEVATION T##AT MATCHES ~ / EXISTING ~ ~ ~i:~D~S - i / r~`~ ~ 1.~,~~`~/ / DETENTI~t~ ' o ~ ~ ~ ATTN: BETH TIMSON
EDGE DE THE ";f,~A` ,~r DETENTION !~/Oi T1~ EXISTING ADJACENT ELEVATION. ' ~ / / F/ / ~ E~~~ = X ~ ~ PARKS ~ RECREATION DEPT _ - ~ ~ ~ / . ~ 7~~ ph:919-560-4355
PROPDSED TRAIL ~ BASIN ~ ~ 3 r~~ , o ~ EROSION CONTROL ITEMS ~ ' ~ / ~ ~ / / ~ ~ EX1~TiNG RISER F
~ ~ ~ / / / ~i c r ~ ~ AND EMERGENCY fx: 919-560-4021 EX PE5 / ys /F / / ~ ~ ~ M
6 G f, , , ~ ~ PROPOSED I 7+74.14 EX. OAKS''' _
. ~ i .-~F SILT FENGF (TEMPORARY) RE.2/D 3 t ~ ' NEGE RY , r I ~ / / i ~ ~ ~ ~ n
3 IG ~ ~ , ~ - ~ ~ PROTECTION FENCE RE13/D-3 REMOVE EXISTING TREES ~ MPORARY) ~ / / ~ i~ ~ ~ ~
TO CLEARING LINE i OVE OR REP GE EX. OAK V G PI SS B F GLP~55BRIP P f /~~r ~ ~ ~ `
M ~ ~ ~ ~'~~,i - rsn - TEMPORARY DIVERSEON DITCH RE:5/D-3 I L 5 G ~ ti~ - ~ ~ : A 16'x9'x o 16'x9'x "TNK ~ ~ / / / / ~ NEW TRAIL TO BE ~ ~
F ~ 1 \ ROCK PIPE {NLET PROTECTION RE:1lC1_g I S 8c R PARTNERSH I 30 WI GREENWAY EASEMENT I ~ ar i / ~ / //2~0 CENTERED ON \ y
ZONE: R-1 Q SEDIMENT TRAP RE19/D°4 ~ I ~ \ TEMPORARY) ~ 18 FE / ~ , ~ ~ ~ TOP OE EX ~ ~ ~~7~i~ii~rr~i
~ l F~J-B WATERS D . F~~: v. 4 ~ I 6 ory ~ ~ ROCK CHECK DAM RE17/D-4 f I TREE , ~ ~ / / / / ~ / ~ ~M C ~ v~ ~~t ~ ~ R
~x MPORARY l PROTECTION / ~ / / / / _ ~ a ~ 0~ ,r ~ ~ L ~ ~ ; 4
~ ~ MULCH PLA G 1 I EENGi ,1; I PELAGE RE: 3/D-3 / ~ 1 / _ ~ ~ ~ '
.'-.~!,`~F~+~~.:,~ BEDS ADJACENT ION CONTROL MEASURES 1 I S ~ ; REMOVAL OF ALL TEMPORARY ER05 ' ~ I - - ~ ~ ~ EAL ~
i , y`~:.~ ? / TO TRAIL AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS j S '~'T i ,a TO BE COMPLETED PER APPROVED EROSION CONTROL PLAN5. /
~ i t x, l tij,
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GRASS MIX ~v 6+21.32 , LINE HOPE VALLEY POINTE LLC i ~ l .f ii ~ ~ l ~ PROTEGT~ON / ~ Job Number: 0631
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RESET MAILBOX, 265 ~ ~ l ~ l u a. o ~ TURNOUT ti~j X CITY OF DURHAM
Go G# ~ ~-TRAIL 6 IN GONGREI'~ - - ~ - - 'Fzj 101 CITY HALL PLAZA
~ RADIUS TYPE-15' . ODE ~ %1~R~tVE Y5 - t~ DURHAM, NC 27701
't ~ ~ 1 ~ DRIVEWAY TUR~ T - ~,,.~.--~T ATTN: BETH TIMSON
NGDOT STD. 8 -02(TYP.) x _ - ' PARKS & RECREATION DEPT
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EXISTI G s ~ , , - w ~ Dawn WLR GP JW JC,KB KH
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PHASE IB
CD-5a SITE & LANDSCAPE PLAN GRADING & EROSIO HOPE VALLEY ROAD TRAIL/ROAD SECTIONS & EROSION CONTROL PLAN 're
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1 30) x;
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~ NOTES: ` ` _ ~ ~
E~ ~ ~ ~e ~
~ ~ 5~ 1. CONTACT THE DURHAM TRANSPORTATION DIVISION AT 999-560-4366 TO \ ~ .4 \ ~ c~ GO-ORDINATE PEDESTRIAN GROSSING /SIGNAL INSTALLATION GROSSING ~ / ~ ~ ~ ~ ~ ~ ~ I ~ ~ /l U
~ I I v ~ / RTE 751 AT WOODGROFT PARKWAY. % / \ V i ~ ` ~ l
i o \ ~ ti 2. ALL TRAIL GONSTRUGTED IN RIGHT Of WAY IS TO BE CONCRETE / ~ ~ \ \ i~ ~ ` ` ~ ~ a~i/ ~ l/ l /i' ~
~ ~ ~ 2~ SIDEWALK TRAIL RE: 5/D-1 _
~ ~ ~ ~ a 3. SUBMIT THREE 5ET5 OF GONSTRUGTION DRAWINGS FOR CURB AND \
` ' GUTTER AND SIDEWALK WORK IN THE WOODGROFT PARKWAY ROW ~ ~ / / % / ~ \ I TM
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~ ~ ~ PROPERTY RELRTED ITEMS ~ , ~ ~~hJl1 LI L1~~pA \ / ~ / / 1
i _ ~ ~ EXISTING PROP05ED ~ f~ ti ~ ~ ~ ~ / / ~ ~ \ ~ ~ SIGN ~ ~ / / ~ I' ~ J
' j~ - - PROPERTY LINE ~ A ~ / % 1~ ~ ~ \ ~ ~ / / ~ \ V ~ / ~ ~e/ / ~ a - _
~ ~ % - - - e- EASEMENT LINE ~ \ / ~ ri / \ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ A \ ~ ~ _ _ ~ ~ ~ h ~ ,%i a 111 West Main Street
~ ~ ~ , 1 A fit ~ ~ \ , ~ ~ ~ ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ ; % W Durham, N.C. 27701
i ~ ~ STRUCTURE / \ 4 ~ i \ / / ~ \ ~ ~ / W ~ , ~ ~ ~ A ~ ~ VVV z p 919.682.4368
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17+15.54 G ASPHALT 51DEWALK ~ - _ i r ~ ~
0719-03-31-8397 ( ~
K 426-02-002 . HEAVY DUTY ASPHALT SIDEWAL ~ ~ BNP REALTY INC. / ~0 • ~ ~ ~ ~ / i l 1 ~ ~ ~ i
DB 2483 / 841 EXISTING ASPHALT ~ ~ - SEED D15TURBED AREAS ~ t54T3.21 STATIONING PROM POINT / ~
ZONING, RM 8 WITH RIPARIAN GRASS MIX. TRAIL TO BE ~ OF BEGINNING / / l~ ~ ~1 ~ „ / . r
F/J-B WATERSHED REMO EDf" ~ V~ >'c POINT OP CURVATURE /
USES GARDEN APTS 1 / / i' RE~E WITH. ~ ~ pr PDINT OP TANGENCY / ~ ~ ~ ~ ~ r
RIPARIAN ~ , ~ UTILITIES / / SS ~ : ~ EXISTING PROP05ED \ / / / / / i ~ / ~•:I ~f
,.r'" GRA / ~ UTILITY POLE / /
p J hp, ~i / l • ~ _ _ ~ / ~ ~ / ~ Project: \ ~ i / ~
~ ~ ' Mry ~ ® ? GATGH BASIN / /
/ / ~ ~ • ~ RAISED MANHOLE ~ ~ - ' ~ ,,,1 ~ • ~ THIRD FORK
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~ 1 ~ ® CULVERT / /
4' TALL VIN L COVERED,' f ~ ; ~ ~ ,i'" SANITARY SEWER ~ / t
GHAI LINK FENG -FO- FIBER OPTIC LINE
t 1 1 NOTE: CITY OF DURHAM SEWER LINES # ~ \ ~ ~ 1 ~ ~ ~x ~ ,~'r! / ~ t ~ l ~ i'''v
KNOCKDOWN . L RD RE: 3/Df 2 f ~ EASEMEtyTS SHALL 6E Ac.GE551BLE AT ALL ~ ~ ti ~ . / • ;;p • PC STA TIME5 FOR MAINTENANCE AND REPAIRS ~ \ , I TRNG~ ROTEG -3 ~ / r _ n~+,~o,~Ser~,vmlYuns
~ / ' PR POSED 10' COON T Q 16+30.3 THROUGH CONTACT WITH THE GENERAL ~ ~
' ~ SID LK/TRAIL! RE: 5/D 1 CONTRACTOR. ~ ~ j ~ ~ ~ • ' ~ 1-AR TOPOGRAPHY
' ~ / j ' 1-L I 338 ~ i ~ ' ~ ~ r , % , . - NORTHISOUTH I ~ ~ ~ ~ ~ , ~
- - - / EXISTING ASPHALT TRAIL CONTOUR ( 1 ~ ~ • ~ ~ p~, r~ ~ ~ ~ TRAI L SYSTEM
/ ~ TO BE REMOVED { Q ~ PIPE ~OL')=. X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L)
i , • ~ RE: 4/ -2 ~ STREAM {TOP OF BANK) - ~ ~ ~ ~ ~ ~ ~ ~ ,a ••i.. ~a , ~ DURHAM NC
AN PT / ~ w ` 0 ~ 1-AR ~ ~ 15+__65.3 ~ ~ ~ /
TWO OST S N ~ ~ _ A
• ~ ~ ~ {typ) ASPHALT - FF FLOODPLAIN {FLOODWAY FRINGE) _
W ~ , r' "ter; S0' STREF~f BUFFER DURHAM STREAM BUFFER \ RE: fro-8,- 2-LI r- ~ ~ ~ ~ - ~CI5T.~60"G P f Z ~
~ ' / . R5.00 REQU{RED {SIZE VARIES) lam. _ ANG PT . ~ ~ 5'R
AREAS - HANDICAP J 15+39.19 , NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ ~ / T ~ l / , ~f _ OWNER:
~`MP D 5P05ED OF OUTSIDE OP THE FLDODPLAIN. ~ RE: 9/D-2 To BE I 1 p f (~j ~ ) .-y . / ~ ( l / ~ _ ~ - CITY OF DURHAM
0 `I ~ LL gr 1,-r r , 101 CITY HALL PLAZA r .
/ ,ei~ : , ` _ / NOTE: WHERE NO PROP05ED GRADIN615 SHOWN, i W " . r- ~ ? 3 ~ r• n/ / u i f f , TRAIL IS TO BE CONSTRUCTED TO A ~ ~ - ~ ~ DURHAM NC 27701 ~ J ..1 ~ 0~,. E ~ JI, ,r Ty..- f.. ~ , ~ ~ ti ~ /
11 ° ~ c " % / FINISHED TOP ELEVATION THAT MATCHES " ~ _ ~ - _ _ _ ~ ~ ~ / / ~ ~,,roa ~f~h~ ~ ; ATTN: BETH TIMSON
_ ~ _ 4~ THE EXI5TIN6 ADJACENT ELEVATION. _ _ ~ fGHT ~EIXTURES . ~ ~r _ / ~ ,j J ti,~ ~o'?~p-~ ~ /~i'~/ ~ PARKS & RECREATION DEPT r ~ , , ~ ~ ~ 10" SANITA /SE~JE ~ f ~ ~ ~Y , ' 4 ~ { ph:919-560-4355
0719-03 20 9845 426-02-004E / ~ r EROSION CONTROL ITEMS ~ ~ / fx: 919-560-4021 / r p3 , ~ r ~ _ 1
~ WDUDCRDFT CGMMUNITY w ~ ~ ~ ~ - - ~ b ° 'i/ ~ M ~ 7 • - - 0- 5 1 PROP05ED ~ . ~1i / ~ o~ ~ v qP~/2t°~, ' ~
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/ ~ , ~ TRAIL TO BE , --•Sf ~ ~ ; 0 MEET \ o li~ tt" j %
~ PLUSH WITH REGENCI~~• CENTERS INC E PROTECTION fi-ENGE RE:3m-3 ~ , ~ ~ ISTING ~ ~ ZUNING~ S,C &PDR 3,65 TEMPORARY) a a ~ / ~XI5~1NG o ~ ~
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F/J-B WATERSHED o / ~ ~~i ~ .w ~ ry'`~ _ ~o _ ~ _ ~ 8 ROCK PIPE INLET PROTECTION Rf:1/D-3
, USES VACANT / ra Q ~ ~ / / ~ ,
~ ° Q ~ w' T IL TO BE FLUSH SEDIMENT TRAP RE:9/D-4 ~ ~ z~ ` \l ® {TEMPORARY) ~ 1 / /
,R ~v , ; ~ , ~ - WIT OAD ELEV/~TION 9FftC ~e~ ~ ~ ~ ROCK GHEGK DAM RE:7/D-4 I
~ ~ ~r sr F , , ° ~ ~ A (TEMPORARY) ~ ~ ~ ~ OGK OW `ANG PT ~ / BO LA A oa / , ~
~y i~ ~14+76.42 i l ~ ~i • r / ~ ~ ~ 1/
. ' , a , ' ; ~ ; ~ 3 2 £ ~ r'" REMOVAL OF ALL TEMPORARY ER0510N CONTROL MEA,5URE5 ~ ~ ~ ~ ~ ~ e ° / _ ~ ~ TW POST SGN# STABI IZATION 15 ~
- - ~ ~ ~ r ~ ~ ~ AND RESEEDING OP THOSE AREAS FOR L APPROVED EROSION CONTROL PLANS. ~ r ~ - ~ ~ l^^~N ; „ / ~ , / ~ . • TY A TO BE COMPLETED PER ~r~F ~ 4' ' 20 ~ r~, fcf / a?~ ~ ~ ~ ~ r. ~ ~ A C~RAINAGE DETAILS ~~r~Fic,~~ ~ ~ ~ ~ ~ / / ~ ~ ~ THIS AREft y,
Lk , ' I • ~ i 0 ~ ~
y ~ ~.RE; 3fCS-~ ~ 'v `n~ PIPE BOLL RD ~ VEGETATION ~ ~ s ~ a • z. ~ ~ ~ ~ , ' i ~ o~ ' ~ \ ~ ~ LET f'ROT~GTION 9/D-3 ~ i- ; 'i o Q / / - • T NEW .IUNGTION BOX ~Q~ ~ ~ `
a ~ v EACH SIDE ~ ~ , ~E ~ X ~ EXISTING PROP05ED \ ~ , ~ ~
• " ~ , " ~ TREE TO BE REMOVED ~ ~ ~ ~ ~ ~ . o'` - PT STA. AK - / - ~
. ••.x _ RE CY CENTERS I - ~ Q 6~` K 14+21.84 TREE/SHRUBS ~ e ~ off' ti ti ONING~ SC ~ ~ ~ ~x / ~ /f i~~ ~ 1 ~ .x~. . i~ \ ENTRAI~E
~ . - ~ NOTE THAT EXISTING TREES - t ti F/ WATERSHED 6° AK ARE DRAWN WITH SCALED ' ~f ~ ~ a / ~ ~ ~ ~ ~ TREi~ i'R ~TEGTIDN 1/d`>4
' / Rr _ _ ROOT PROTECTION ZONE ~ ~ f-'~ 071 -03 30 8290 ~ ~ ~i EGtUAL TO 1 RADIUS PER 1 - , ~ • QP~ / ~ /
~ \ % TM 26-02-004D TREE TRUNK CALIPER / ' ° , ~ , ti j ~ / ~ ~ p /,/~q, ~~~a~~ _ ~ DRAWINGS NOT RELEASED FOR CONSTRUCTION
P'f STA / ~ s• - • ~ ~ `'v- ~ VEGETATION LINE ~ ~ 13+ 1 70 PROPOSED 10 CONCRETE ~ ~ ~ ~ i
v ~ : . • x SIDEWALKfTRAIL RE. 5/D- ~ `'~o a`'~o ~ ~ ale / ~ / s° 1 ~ Job Number: 0831
ti / / 1 6- • /ya ~ ~ ~ ~
~ / / N ; ~ \ ` Drawn WLR CP JW JC,KB KH INLET PROTE~TIO \
>l ~ ' Y ~ ~ ~ ~ ~ ~ AT NEW INLET ~ Checked DAJ EOS TRK SAB KH
' ' ~ SEE 3/GD 1`OR P NTING • ~ 1 Date 10/28105 CD RESUBMITTAL 1~ • ~ ~ ~ ~ ~ / Revisions 2115106 BID SET _
, . WHERE NOT INDICATED LIMIT OF CONSTRUCTION ~ ` " n ~ ~ / ~ INSTA TION AND WA L PROFIL , y; ~ / ~ ~ PC STA. ~ ~ ~ ~ • / 3105108 ISSUED FOR
, ~ AT 0 G OFT ENTRY 51GN WORK IS SILT FENCE OR TREE PROTECTION FENCE l ~ I ~ • ~ • .i'~ ~ ~ , ~ • 13+37.83 ~ o~ ("1 ~r , ~ / CONSTRUCTION ~ ~ ~ , ASS \ \
~ ~ HANDIG ~ c ~ 816109 B!D SET ~ \ ~
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~ A 0719 03 20-8641 ~ 0 % ~ ~ ,
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v v A s` - SEAL g ~ A ` ZONING, DI 2 (D) ~ ~ e .o ~ ~V ~ .
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~ 12+58.18 ~ .,~V F, o S & R~,P~ARTNERSFIi~ v . ~ ! ~ o ~o,GI NE,oa ti`s - , . ~ ~ ~ ~ ~V ~ \
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USES VACANT" \ PLAN AND ~ p ~ . ~ cat 3 6~ / ~ ~o
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Tl~2N ARROT~i AND 5TH', ' ~ A CITY OE DURHAM , ~ ~ \ \ , CROSSING HOPE
BAR TO BE MCJVED BEHIND \ ~
% aR055waLK. BY 600, TRANSPORTATION VALLE Y hUAD
l PHASE 1B
& EROSION CONTROL PLAN 30 0 30 60 90
CD-6 SITE & LANDSCAPE PLAN GRADING & EROSI0 ' TRAIL - CROSSING HOPE VALLEY ROAD Sheet Number
1' = 30' Scale 1" = 30' CD-6

END O ~RENGH m~ ~
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ATTN: BETH TIMSON
i ' PARKS & RECREATION DEPT ph:919-560-4355
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~ . ~ ~ ~ ~t~r~~, PRACTICE.
MATERIALS. TEINAL D SRAWING STDM~ NA PROVED Bl'
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Sheet Number
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ALL RESEEDING OF DISTURBED AREAS IN THIS F,~~ CD I h=~ ~
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sA ~ 11 - D SAWCUT AS NECESSARY, AND
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- ~ N ~ ~ / o A , Cr--...E~ ~ q j 6 = 50°18'05' CHORD ' AT TR~It TIE-IN ~ ~ ~ ~ ~ i , ~ ~ t ; ©~I=247.5 ~ ciTY OF DURHAM
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, . , ~ ~ w 6 SYC 4 UA ~ ~ r : , ` h le ~r ~E FLUSH WITH RO ~--r. -M. ~ \ a q DURHAM, NC 27701
o --w" - ; ~ ATTN: BETH TIMSON
~ ~V 19 B . 6 AK ~ ~ n, " Y°~°\. ~ - _ PARKS & RECREATION DEPT ~r ~ " , _ ; ~ ~gX15TING LT TRAIL~~ ph: 919-560-4355
_ a ~ epINE 2b~ '1 - ~ fi`''0~-R~M~I~ ~ fix: 919-560-4021
Lti~, _ ~ CONTRACTOR T ~y ~ _ ~ _ ~ --25 _ - - PROTECT f.
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' ~ ^ 'P , M IL GLASS B RIPRAP 2 - G GL S B RIPRAP ~ ~ 5LF 15 R P ; Date 10!28105 CD RESUBMITTAL
ODE Revisions 2lt5106 BID SET ® 3l0510~ FQR_v
EXISTING RIPRAP TO BE REUSED OR REPLACED TRAIL THROUGH THIS AREA 15 AT GRADE. WITH CLASS B RIPRAP CONSTRUCTION _
F8l6l09 BID SET _
NOTES: .n~as>a<<m..
PAVING IrEGEND TOPOGRAPHY 1, SUBMIT THREE SETS OF CONSTRUCTION DRAWINGS $",°®","a°,",°,',',",°,°,
RTY RPLATED ITEMS EXISTING PROPOSED EROSION CONTROL ITEMS PROPS PROPOSED see - 338 CONTOUR TO CITY OF DURHAM ENGINEERING DEPARTMENT < > , ®tl A • $ ~ ° ~ a z
EXISTING PROPOSED CURB & GUTTER FOR WORK ALONG WOODGROFT PARKWAY n CONSTRUCTION DRAWINGS
PROPERTY LINE SILT EENGE (TEMPORARY) RE:2fD-3 ~ 15T'5 + 157.5 SPOT ELEVATION 1(EGETATION EDGE OF PAVEMENT °SF 2. ALL CONSTRUCTION IN WOODGROFT PARKWAY ~
- NE E PROTE TION EENGE RE:3/D-3 5TREAM (TOP DP BANK) EXISTING PROPOSED EASEMENT LI :.e~,.; CONCRETE SIDEWALK TEMPORARY R1GHT OF WAY REQUIRES AN ENCROACHMENT ~ SheetTitle~
TREE TO BE REMOVED r w ELOODWAY ^ AK STRUCTURE ~ ASPHALT SIDEWALK tsn TEMPORARY DVVERSION DITCH RE:5/D-3 AGREEMENT FROM THE GiTY aF DURHAM.
s - - _ J - FP - ELOODPLAIN ELOODWAY FRINGE) . ~ ES ~ NOTE THAT EXISTING THE { _X,Xr FENCE 4 3 DO t~ ~^ri
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PIN 0719-03- -6545 ' ~ ~ ..J ~ ~ f TM 426_g 'OD3C ' _ . J 1j i ~S i } ~ l _ CITY OF DURHAM
Z~NINGi . R 3,65 ~ I ~ ~ ~ ~ 101 CITY HALL PLAZA
/ ~ DURHAM, NC 27701
ATTN: BETH TIMSON
a E:1 CD-7a PARKS & RECREATION DEPT
,w~o.naAe4.~. TRAIL - WOODCROFT PARKWAY SECTION 1 STRIPING AND SIGNAGE fi + m a B a a a 0 P a a e ph:919-560-4355
1» - 30' fx: 919-560-4021
.t: <~ygemm>.o.. 5ignage and Pavement Marking Requirements . < ~ . , < a m < < ` 30 0 30 60 90
Criteria Wpek#~~°`°'° _ z ~.a - _ ~
1. Al! si ns street markers, and avement markin s ever hin called out on the 1. All signage installed shall conform to standards set forth by the latest published edition of the Manual on Uniform 9 P g ( yt 9
si nin and markin sheet must be insfaNed rior to the issuance of a certificate Traffic Control Devices (MUTCD), the North Carolina Department of Transportation (NCDOT) Standard g g g ~ p Construction Drawin s, and Cit of Durham standards. , , Scale 1" = 30' c~
of occu anc . g y P y 2. 5ignage material shall conform to MUTCD color and reflectivity standards and shall at a minimum be engineering
grade reflective material, except stop signs. Step signs shall be constructed of hi-intensity grade material on a 30- No Er,
2, All signs shall be mounted a minimum of five (5) feet above the ground inch by 30-inch octagonal stop sign blank. ~ <<~
measured from the base of si n to round}. Where edestrian movement is 3. All signs, except street markers, shall be mounted in a manner that the bottom of the sign is a minimum of seven ( g g / p feet 7-ft above round level. Street marker si ns sha{I be mounted over the to of sta si ns accordin to the ( ) 9 9 P P 9 g D E;, o =f
likelly to occur, the minimum height shell be seven (7) feet. street marker standards in number 7 below, 4. Ground mounted sign posts used to install street signage shall be 12 feet long and constructed of 14 gauge
3. All signs must conform to the MUTCD (Manual on Uniform Traffre Contra! galvanized steel "U" channel posts ar two inch (2-in) galvanized square steel tubing. When used in specific 0°~°~ ~ C fl 14 11 °0B° W V ° ~f ° ~ AA o
DBVtces . locations and directed by the City of Durham, .colored ground mounted sign posts may be required to match
existin streetsca a in the ro'ect vicinit .Colored round mounted su arts shall be steel with a powder coated g P P J y 9 PP finish. Ail ground mownted sign posts shall have 3J8th inch holes down the center of the post drilled at one inch (1- r° >°Zoty~ 9~®7~ 5k °N 1050 s< x d
4. All existing street signs are to be relocated in accordance with City of Durham in) spacing for the entire length of the post. X -i•
speClfrcatlans. 5. Ground mounted sign posts shall be driven to a minimum of 30 inches below ground level, All posts shat! be PEDESTRIAN CROSSING SIGN e^ a
plumbed and leveled as the post is installed. PEDESTRIAN CROSSING WARNING SIGN °°'°°,,~~"VI~ NP~'P~°°°°•
5. Layout and striping per City of Durham Transportation Division. 6. If decorative (non-standard} items (poles, signs, etc.} are installed, it will be the responsibility of the developer to fabricate the items, install the items, and enter into an agreement with the City of Durham for the maintenanc®.
6. An exisfin stri in to be round off riar to a lication of ro osed ctrl in , 7. All street markers (street name signs} shall be designed and installed ns follows: FLUORESCENT FLUORESCENT ®°°'®,r
y g p g g p pp p p p ~ a. Street markers shall be installed at all street intersections and will include the block number of each street. b. All signage provided and installed shall be constructed from a 0.080 gauge anodized aluminum sign blank and YELLOW/GREEN YELLOW/GREEN
7. Pedesfrian crosswalk high visibility paving marking to be 24 wide x 10 long conform to standard MUTCD sign sizes. BACKGROUND BACKGROUND
bars separated with a 24" wide gap. All marking to be highly reflective c. Street markers shat! be designed in a stacked configuration and located in a manner for visibility from all NODOT STANDARD NCDOT STANDARD D WINGS NOT RELEASED ~f y
/ 7f 9W therma lactic O.12" thick. directions of travel. p d. Street names shall be displayed by using a minimum of 4" reflective white letters and 2°' reflective white numbers 3 LB LT U 3 LB/LT "U" . FOR GONSTRUGTiON
for the block numbers and abbreviations (RD, DR, eta} on a reflective green background. Dn private streets, a OHANNEL POST CHANNEL POST p`? Job Number: Q831
notation of "private street" in 2" black letters on a yellow background will be added on the edge of the sign
closest to the road. Signs must not have borders. REFLECTIVE YELLOW REFLECTIVE YELLOW ~
e. The layout of the street markers shall confarm to the City of Durham standard drawings. The street name shall a ear centered vertical) on the left of the street marker. The abbreviation shall appear to the top right of the STRIPS -BOTH SIDES. PP y MOUNTEDTO SIGN POSTS STRIPS - BOTH SIDES. Drawn WLR,CP JW JG KB KH___
street marker. The block number shall appear to the bottom right of the street marker. Each item should be T ~-p MOUNTEDTO SIGN POSTS W1 t-2 ~r Checked DAJ EOS TRK,SAB, KH 7 7 ~ Date 2015$065 IDSETUBMITTA_L
spaced to balance the appearance of the street marker. f. Street marker material shall conform to MUTCD color and reflectivity standards and shall at a minimum be ANEAO ~ Revisions _
engineering grade reflective material. 7~ 3105!08 ISSUED FOR '
g. The letters shall be designed using the Standard Highway Alphabet of FHWA, series 8. CONSTRUCTION 816/09 BID SET
h. Two (2) sign blanks are required for each street name marker assembly. Each blank shall have a street name on both sides. The sign blanks shall be installed in a stacked manner using commercially available aluminum y -
mounting hardware. Each assembly sha8 contain one (1) cross mount for flat blade street signs and one (1) Uchannel ,1 _ r C
ar square post bracket for flat blade street name signs. Street markers for different streets shall be placed e
at right angles (see Gity of Durham standard drawings for street marker sign and street marker assembly o construction). The street marker assembly shall be mounted to the U-channel or square past over the top of the ' o a
sto si ns. If a stop si n is not present, or the stop sign is not at an appropriate location for street markers, street Z P 9 9 ~ ~a Z z ~i
- markers shall be mounted on a separate u-channel or square post at the appropriate location. 2 CD 7a C®NSTRUCTIpN DRAWINGS
i. The length of the street marker is variable depending on the length of the street name, but should confarm to table ~ 1 below. The height of the street marker shall be 6 inches.
SIGNAGE AND BARKING NOTES Tabie 1 r~'~ NO SCALE 1 N.
-~1~: Street Marker Blank Length ~e5 Sheet Title: ~y
Street Name -number of letters* Street marker blank length
3-7 letters 24-in ; h='
8-101etters 30-En -13 letters 36-in SIGN NIO~JNTING DETAIL DE`~AIL 4 SIGN ®UNTING DETAIL
bove 13 letters 3b-in pins z- in per aaamonai ietter NO SCALE NO SCALE PARKWAY
* Number of letters refers to the name of the street, but not the abbreviations needed to label road, drive, avenue, street, etc..
8. Pavement markings shall be placed on the streets adjacent to the site where roadway improvements are required or SECTION 1
will be placed on new streets to be accepted by the City of Durham. Pavement markings must be made of a SIGNAGE AND STRIPING Sheet Number
thermoplastic material and adhere to section 1200 of the NCDOT Roadway Standard Drawings, 2002 edition. fxh

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/ ~ i ~ / ~ OWNER: ~ / i / "s CITY OF DURHAM
J I ~ ~ V A `y - a o 12;~Y / ,f ~ / / 101 CITY HALL PLAZA 10 POP „t2'8y~ d°~~ / ,t / / / DURHAM, NC 27701
d ~ I ~ ~ v A _
~ 1 \ \ 4 _ - ~ - y ~ I - - - - - ~ / i / F~` ,,o / / 1' / ~ ~ ATTN: BETH TIMSON
- _ ~ 1 _ _ _ , . +QO ~ ~ ~ - - - _..m ...m _ _ ~ , ~ 1' / / PARKS & RECREATION DEPT 3C+Op y.. r- / ~ ph: 919-560-4355
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~ ~ Date ~ 10128/05 CD RESUBMITTAL g~ ~`~"w~ . 2!15!06 BID SET
~r°,~~y~~T Revisions
GRADING ~ °~ROSION CONTROL PIaAN N~ 3105108 ISSUED FOR CONSTRUCTION
'1 6115!09 BID SET
~ti~ 7114109 BID SET 7127109 B(D SET REV
NOl NOTE: FOR BIDDING PURPOSES ASSUME
SEC SECTIONS OF FLAT BOARDWALK, LONG ~ - BOARDWALK, AND HEAVY DUTY ASPHALT SECTIONS z ~
PAVING B0~ LEGEND TOPOGRAPHY WILL BE CONSTRUCTED AS SHOWN ON PLANS, C7 w
S ExiSTiNO PROPOSED ERO510N CONTROL ITEMS WILI PROPERTY RELATE® ITEM PROPOSED 3s~ - 33~ GQNT®UR BU1 BUT ACTUAL LOCATION WILL BE LOCATED IN c~ CONSTRUCTION DRAWINGS
EXISTING PROPOSED CURB 8 GUTTER .2 _g ~ 157.5 + 157.5 SPOT ELEVATION VEGETATION FIEI PROPERTY LINE EDGE OF PAVEMENT ----SF SILT PENCE (TEMPORARY) RE ID ARC FIELD DURING CONSTRUCTION BY LANDSCAPE ~
_ ARCHITECT AND VERIFIED BY GENERAL SERVICES ND
EASEMENT LINE E PROTECTION EENGE RE:3/D-3 STREAM (TOP OF BANK) EXfST N6 PROPO ANC ~ ; CONCRETE SIDEWALK TEMPORARY) AND DURHAM PARKS AND RECREATION. Z Sheet Title.
_ --~w-- PLDODWAY ~7AK TREE TO BE REMOVED STRUCTURE ASPHALT SIDEWALK Tsn TEMPORARY DIVERSION DITCH RE:5/D-3 D
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o0 50' SYREeUt nl1FFER RETAINING WALL ~ . DURHAM STREAM BUFFER ROOT PROTECTION ZONE ORS WORK IS SILT FENCE OR TREE PROTECTION FENCE G' CFT
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UTILITIES NOTE: NO FILLING IN FLOODWAY, ALL EXCAVATED MATERIAL ; . Pc POINT OF GURVATURE ROGK GHECK DAM RE: 7/D-4
EXISTING PROP05ED VEGETATION LINE POINT OF TANGENCY (TEMPORARY) TO BE DISP05ED OF OUT51OF OF THE FLOODPLAIN. SECTION 2 30 0 30 60 90
' UTILITY POLE --s~ 5TORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY ER05ION GONTROL MEA5URE5 NOTE: CITY OF AM LINE-5 4 Sheet Number
® ® GATGH BA51N NOTE; NO PROP05ED 6RADIM6 15 SHOWN TRAIL AND RESEEDING OF TH05E AREA5 FOR 5TABILIZATION 15 IS TO BE CONSTRUCTED TO A FINISHED TOP ELEVATION EA5EMENT5 5HALL BE ACCE5515LE AT ALL
SS RAISED MANHOLE CULVERT TO BE GOMPLETED PER APPROVED ER051ON GONTROL PLAN5. T ELEVATION. TIMES FOR MAINTENANCE AND REPAIR5 THAT MATCHES THE EXISTIt ADJACENT THROUGH CONTACT KITH THE 6ENERAL C- Scale 1" = 30' 1i
ss-- SANITARY SEWER CONTRACTOR.

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0719-03-41- 2$6 426-02-00 E , ~ TREE PROTEG' g~ f~ROT~GTION • ~ { ~ I ~ i ~ ~'i 9 est M~,a++inhStreet
WODDCRDFT C6MMUNITY r ~ ~ ~ ~ STRUCTURE PELAGE RE: 3/C f r N.4r. L~t t9 I _NG~ 3/D-3 ~ ~ ' I I ~ ~ Durham,
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PT STA 39+18.65 BEHIND= ~ ~ I' ~ POINT OF TANGENCY ~ ~ f 3` i r i ~ ~ ~ ° e~~ iii
? PT STA 39+17.27 AHEAD ~ UTILITIES ~ -
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€ax -FO- FIBER OPTIC LINE C STA s' z" ~ BE RIPARIAN GRASS MIX. ~
3 +58.37 ~ SS P STA ° NOTE: CITY OF DI~ZHAM LINES # ~ i ~ ~ _ ' ~ \ 1 ' \ ~ ~ ~
'a C'~ 38 41.3 EASEMENTS JhfALL HE AGCE5516LE AT ALL \ 0• ff'° i TIMES FOR MAINTENANCE AND REPAIRS ~ c't,i;~''r
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RE: 6/D-b. - a i 0 i I ~ I \ ~ ~ ~ ~ 101 CITY NALL PLAZA
~ ' NOTE: NO PROPOSED INC 15 SHOWN, I I ~ +0. ~ ~,A ~ DURHAM, NC 27701
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° ~ T STA 4"POP ~ s THE EXISTING AD,J,4GENT ELEVATION. 1 . 4 ~ ~ rsw PARKS & RECREATION DEPT 14 PAP ' \
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~ ~ EASEMENT to°B,uu (TEMPORARY) ~ ~ _ 2) 80LLARD 4/D_2 t 1 x
WITH PAINTED DIAMOND w ~ ~ , ~ I ~i ~ I `1 \ V I 10"B.Gll f E
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TRAIL AT LEAST 8 12°PflP T TA ' > EQUAL TO 1 RADIUS PER 1 I d 1 ~PaP ' ~ ~ "z ~ ~ ~ DRAWINGS NOT RELEASED
PROM CENTERLINE la"s , 3 10.29 ~ ~'k " - - W - ~ TREE TRUNK CALIPER OP SEWER d VEGETATION LINE I 14"S ~ ~ _ FOR CONSTRUCTION ~ 1
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: 10 ASPHALT ; o 0 ' i \ ~ \ \ I• ~ ` ~ ~ ~ ~ prawn WLR CP JW JC KB
TRAIL RE: 1/D-1 a"'~~ ° r . z~;•~~, ; p NOTE: FOR BIDDING PURPOSES ASSUME ~ t~ r s a a \ ~ ~ "Checked DAJ EOS TRK SAB
~ SECTIONS OF FLAT BOARDWALK, LONG u b a ~ ~ ~ fir, / ~ ~ ~ ~ ~ Date ~ 10/28105 CD RESUBMITTAI
~ • BOARDWALK, AND HEAVY DUTY ASPHALT SECTIONS i' j f ~ f ~ ~ a ~ ~ ~ ~ ~ Revisions 2115106 BID SET_ ~ ~ ~ , ~ ~ ' \ \ ~ 3105108 ISSUED FOR
1~ ° PC - ~ ~ WILL BE CONSTRUCTED AS SHOWN ON PLANS ~ 14°B,GUM " ~i''~ ~ ~ ~ ~ i % ~ ~ CONSTRUCTION 14 B,GUM i ~ ~
35+62. BUT ACTUAL LOCATION WILL BE LOCATED IN FIELD DURING CONSTRUCTION BY LANDSCAPE • ~ ~ ~ / i A ~ ~ 6115!09 BID SET
12 POP f ° ARCWITECT AND VERIFIED BY GENERAL SERVICES 12"PAP ~ ~ I~ ~ 5P ~ I ~ ~ ~ n 7l14t09 BID SET ~ ~'r~ ~ ( ~ ~ ° \ y~; X27109 BID SET REV
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426-02-00 WETLANDS TY L r BNP REAL LC r ~ 697 ~ - .16 AG
DB 2483 / 841 IMPACTED AREA WHERE NOT INDICATED, LIMIT OF CONSTRUCTION
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USE= APARTMENTS '~~`°.°°..°°,a~ °~a 1 ~ ~ GAR °°o
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1 30P

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• DEVELOPMENT ~ WITH PAINT SILT PELAGE RE~ '
~r DIAMON : ° ~ I 1 ~ ~ ~ 24940 t~ 2/D-3 ~
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KEEP EDGE OF , ~ x _ _ ~ . ~ ~ " ~ i Q:~ a ~ / X i / i ? n ,i ~1: ~ n
b1 f,. ~ PROPOSED 30' PROPERT'f LINE l TRAIL A ~ ~ _ ~ 1 ~ ~ SS r' ti BOARDWALK e EASEMENT LINE
• MINIMUM OF 8 O ;,F 1 . FROM SEWER,~y 1 ~ > / ~ ~ ~ ~ ~ ~ a 919 'dllest Main Street
r ~ STRUCTURE ~ MANHOLE P STS 6"P P ~ / ~ 1 ~ Durham N,C.27749
. , ~ o -o---o- =X =x= FENCE . , 1 . 4 +99.16 ~ ~ ° ~1 ~ y.~, ~ ~ ~ ~ 16°POP ~ ~ p 999.62.0368
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~ ~ ~ ~ ~ ~ /FE ING RE: /~'1 ~ ~ SILT PELAGE RE:
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- ~ .`f: r ? s~ , EDGE OF PAVEMENT
0719-03-42-8252 425A-O1-024 ~ 1~ a. h SANITARY j * • ; CONCRETE SIDEWALK ~ / l ~ 1 I / ~ ~ t p
CHOWNINGS PLACE TOWNHOME ASSOC SEWER EASEMENT ~ ~ "a ~ ° ~ / ~ l ~ / I Jf f f~i
B 2265 / 25 ~ ~~i ~ _ _ _ _ _ p D / RNING SIGN I h r t`J ~ ! ASPHALT SIDEWALK ry ~
ZONING, PDR 3,44 W 1 Y__ I F/J-B WATERSHED ~ ~ / / / ~ ~ / 'i
USES MULTI FAMILY RESIDENTIAL HEAVY DUTY ASPHALT SIDEWALK ~ ~ / / ~ ~ / H A LL I 1' ;r, l
- 10 WIDE ~ I ,gyp ° i ~ I ~ PROPOSED ~ ~ ~ SrA STATIONING FROM POINT J 1 ~ ~ ~ / / 2-15"RGP ~ _ ~ , ENDWALL 1 RE. /D 7
• t+4.s,2t DF BEGINNING ASPHALT ~ ~T . ~ VAR WI H Ck~i I i ~ ~NV 244.4 P %°i' i~ wIHANDRAIL
TRAIL RE: 1/D-1 +f~' pc POINT of CURVATURE ~ ~j 1 2D~~i ~ ~ / ` -•6,~f ° i' 2 - 15" RGP 80TH 44'
~ GREENWAY ~ , . ~ ' / ~ EASE NT POINT OF TANGENCY ~ ~ ~ ~ ~ / _ ` LONG ~ 0.5~ ~ ~ p,~' GLAS I RIP RAP i ~ r ~ INV = 2442
UTILITIES / b° f • / EXI5TlN6 PROPOSED -
~ I ITY POLE M. ~ ~ C~ uT L w ~ 14"POP - - - ~ l GLA55 !RIP RAP F' . ~ / Project: ~ ~ 1 a, s 14"POP 10'x7'x 18' THK
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1 i ~ DB 2246 / 109 ~ ~ ~ ,b ' r ; ~ To o>= 4 "5AN THIRD F®RK TREE PROTECTION ~ 1 ~ ~ SEWER= 40.4+
P` ZONING PDR 3,44 --~o-- Aso-- STORM DRAINAGE PIPING gyp" ~ FEP ,b C 0~ F/J-B WATERSHED CULVERT ~ ~ENGE RE: ~ ~ rrOM 0~ ~ CREEK TRAIL
~0 0 ° e;~ ~ USE, VACANT RESIDENTIAL ~ ' ~ ~ ~ 15"RGP=244.1 '
~d / ~ ~ d , - SANITARY SEWER ~ ~ ~ » rP 10"PO ~ ~ . _Fq__.__ FIBER OPTIC LINE
• . ; NOTE: CITY OF DURHAM SEWER LINES ~ • ..e. ~ • ~ ~;,y~''' ° NOTE THAT DRAINAGE PIPES ~~~.~.1
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1.58' CONTACT WITH 7NE 6E t I 1 J j ~ THE SANITARY SEWER
. CONTRACTOR. -F ~ ~ ~ EASEMENT OR AS SHOWN ON
TOPOORAi'HY ~ J • .o tt~ ~ ~~AN ~V~RTHfS®UTH
J ssa - CONTOUR ' ~ / TRAIL SYSTEM
071 -03-31-8397 PT A 1 ~ ° x 157,6 26-02-002 44 4.59 ~ ~ I + 157.5 SPOT ELEVATION (TRAIL G/L) ~ / ROCK GNEGK DAMS AND OTHER
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USE; APARTMENTS • • ~ ~ - F~ - FLDODPLAIN (FLOODWAY FRINGE)
~ 30' STRE~d l~'FER ~ DURHAM STREAM BUFFER i 1 r, ~a .
' » ~ ~ ALL RESEEDING OF DISTURBED REQUIRED (SIZE VARIES) p ~
~ , AREAS IN THIS SECTION IS TO BE ~ RIPARIAN GRASS MIX. NOTE: ND FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL 1 ~~3>~'~::_`~ ~ ~i OWNER:
° ~ ~ q' .:ir':::::.: OODPLAIN. ~ TO BE DISPOSED OF OUT5IDE OF THE FL , ~ J ::.#:;:~~:V:~" ~ J ~ CITY OF DURHAM
~ _ END HEAVY DUTY t ~ 101 CITY HALL PLAZA J ~ !1 u
N • • ASPHALT PAVING NOTE: NO PROPOSED GRADING 15 SHOWN, , • i' I / TREE PROTEGTiON DURHAM, NC 27701 • I 1.'.^,;,tl; ~ ~ FENCING RE: 3/U-
C TA - LIMITS OF WORK IN THIS SECTION TRAIL IS To BE GONSTRUGTED TO A MA cHES ~ • 44+ 9.61 Q ARE THE TREE PROTECTION FENCE FINISHED TOP ELEVATION THAT T . J { J ATTN: SETH TIMSON ls;:;:.~ i
o.;::'~`~~:~:' AND THE GREENWAY EASEMENT LINES THE EXISTING ADJACENT ELEVATION. o ~a I'' PARKS & RECREATION DEPT
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SEDIMENT TRAP RE:9/I?_~, PT STA - "MAP C~ (TEMPORARY)
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r,, ~ ASSOC, INC. MINIMUM OF 8 ~ ~ DB 1499 / 850
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" USE. VACANT TO BE COMPLETED PER APPROVEp EROSION CONTROL PLANS. 12"POP o ~ ° 1 12"POP o I \ ~ ~ , o a J I ~
° ~ :r;::#~:;::~' S0 WIDE ~ VEGETf~TION ~ ss REENI~lAY
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_ ~ ~ ROOT PROTECTION ZONE 3/D 3 q j r 12"B,GU p - i ~ ~ ~ l II 12"B,GU i ~ ~ DRA1fiP9NGS P10T RELEASED
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y ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ~ ~ ~ r ~ I ~ I ~ ,r~ Date 10/28105 CD RESUBMITTAL ~ ~ ~ ~ _ 21161D6 BID SET t t I I { r Re_visions -
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` i ~ 1 STRUCTURE ; 'i r / / I~ i ~ " ' f, l l / ~ l f ` ~ \ ~ w Durham, .C. 27701 / / w
F V -0-0- mix=- x~ FENCE ~ i ~ ; ~ / ~ i ~ ~ ~ ` ~ , ~ p 919.662°0368
y ~ I 4 RETAINING WALL / ~ ~ ~ ' n # 919.68$.5646 c
j, . . i / 1 ~ / E ~ , / ~3
PAVING i I ca ~ '
. f ; - R ,'2y EXISTING PROPOSED j ~ j ,
` i ~ . _ r~ ~ - CURB GUTTER 1 / / I ,1~ <;
r( : / I ~ ri , i t; / I 7 1` ~ l/ I 1 ~
LIMITS OF WORK IN THIS SECTION EDGE of PAVEMENT m I / ~
~ ~ ~ ~ ~ HE TREE PROTECTION FENCE . 10 WIDE ASPHALT ARE T ; CONCRETE SIDEWALK , ; / ~ ' ~ i ~ I / ~ ~ 3 I ~
-!"RAIL RE: 1/D-1 j AND THE GREENWAY EASEMENT LINES _ ~ ASPHALT SIDEWALK ? i r _ ~
a t ~ . , v ; / / ~ ~ ~ j I ~ ~ _246 _
~ ~ ! HEAVY DUTY ASPHALT SIDEWALK " ' ' J J / ( I ~ Q l1 ( ( ~ ~ ~ i ~ ~ ~ ° , . °
n o 1 ~ / , a, i 0 l a
p / ^ o ~ i , , sTA STATIONIN FROM POINT' p 0 ~i"? m." t+a3.at OF BEGIN~NG l(l I( '~I I ~ 246 _ - , ~ / ~
~ ~ N a ~ PG POINT OF CURVATURE 1
- I ~ z ~ ~ ~ POINT DF TANGENCY ~ ~ h.. ~ ~ ~ ~ ~
w UTILITIES , ,
~ , EXISTING PROPOSED 1 ~ ~ ~ o . ~ C~ UTILITY POLE
/ ~ ~ ~ ( ( ~ ~I ~ 1 ~ ~ Praject: ( l~ ~~f 248.3 I~ I ' ~ r I~
GATGH BASIN ~ ` / ~ ~ ® ? I ~ ~ /
~ '~i ~ RAND MANHOLE ~ ) ' E tY ~ 7J 5S I ~ l ( ~ ~ I ~ l ( ~ ~~I ~ ~ ~ ~
~ ~ 0719 04 52 6521 -so_-_- STORM DRAINAGE PIPING / 1 ' ! ~ ~ ~ ° ~ ; CHI FO K
' + z ~ 425-02-010 S° / I / ( ~ I i ~ ~ ' ~ CREEK TRAIL
~ i ~ z ~ ; ~ CULVERT ' i HOPE VALLEY FARMS HDA i 1 :t ~ ~ DB 2246 / 109 SANITARY SEWER ( / ~ ( i ; ~ ~ ~ ~ ~ ; ' ~ ~ ~Y:~
1 'f l / ZONINGS PDR 3.44 I ~ ~ - -FO- FlBER OPTIC LINE / j / ~ / TREE PROTECTION ~ ~ ~ I ~ ~ I I ~ ~ ~ ~
/ ~ ~ F/J B WATERSHED / ~ ( / ~ ( FENGE RE: 3/D-3 ~ ~F~ ~ ~ ~ ` ~ ~
g ~ USES VACANT RESIDENTIAL t~TE: CITY a>~ DURHAM SEER LINES ~ / , r' ~ l / ( 'R a ~ ~ ~ ~~1
~MEN1 a SHALL BE AGGE551H1.E AT ALL / ; . } 9 100 WIDE `2y TIMES PDR MAINTENAI~E AND REPAIRS ~ I
° i GREENWAY ~ THROUGH CONTACT WITH THE GENERAL 1 ( ( 246.2 ~ I ` ) ~ t ~ ~ u nosp~~ 1 l ° ' ~ ` ~ ~ l ~ Tt~' 42" SAN.
. a ~ T ' EASEMENT ~ coNTRAG oR. / l ( 1 1 ~ I ~ 15FW6R~40.9±
TOPOGRAPHY 1 ~ / / ~ ( DE DITCH TO TIF INTO ~ ~ y- BOTTOM 15"~GP1245.8 1
. N` _ ' 338 ~ / . ~ - - - CONTOUR I / ~ ~ / ~ ( ~ ( PROP05ED STORM Pli„'E ~ ~ I ~ (
s~- . 1 '9y K 157.5 + 1525 SPOT ELEVATION (TRAIL G/L) / ~ ~ /
- . - TOP DF BANK / _ STREAM ( ) _ I ~ ~ ~ ! ! ~ ~I D15TUR~ED A S,ooO SQ FT'2~
~ "i_ i / (~?ISD Al~ooo 5a FT ~ ~ ~ ~ ~ / ( \\i ~ ~ J ENDWAL~ 2 RE:2/ -6
I / / ( ( i ~ 2 - 9 'RGP: 4/D-7 '~z
E i 1 j ~ ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) / / ~ ~ ? l / ~ REMOVE EXISTING 12 PIPE I ( / ~ iN~G= 245.9 ~
. ` . ~ g9` sre~ DURHAM STREAM BUFFER / ~ / F / 1 (+/-50X2 PIPES) UNDER TRAIL ~ ~ \ ~ ' - ~LA55 B RIPRAP ` h AND REPLACE WITH 2-15 RGP, `
REQUVRED (SIZE VARIES) / ~ / o I / ~ ~ r ~ 10'x 7'x 18"THK R~:4/D-3 / o / 60 LF ERGH ~ s"P ~ ~ i ~ ;
16 POP / y NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL / ~ / f / / / / HEADWALL w/RAILING ~ ~ - \ ~k OWNER.
TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. / I ~i i / / i/ / 4/D--~ ~ ~ ~ ~ ~ + 51LT FENCE RE: 2/D-3 4 CITY OF DURHAM
/ / / ~ i 2-15 ~ ~ GLASS B RIPRAP ~ ~ ' ~ ~ ~ ~ 101 CITY HALL PLAZA I 1 TOP 42 SAN. SEWER= 240.8-
` NOTE: ND o~ED I~ IS S~+oWN, / / / TRAIL IS TO BE GDNSTRUGTEp TD A / INY = 246.2 b'x 9'x 18" THK ~ ' ; A ~ ~ BOTTOM OF 36"RGP=243.19 ~ DURHAM, NC 27701
THAT MATCHES / / / / / ATTN: BETH TIMSON / ~ / RE; 4/D-3 ~ r ~ ~ 1 ~ r~
WARNING SIG FINISHED TDP ELEVATION / / a THE EXISTING AD.IAGENT ELE~/ATION. / R~:1/D-8 / / PARKS & RECREATION DEPT / GLEARINO w ~ ~ I ~ ~ ENDWALL 3
/ / _ ~ i ' 2-36" RGP RE: 4/D-7 ph:919-560-4355 ~ r- ~ ~ ~ 2 47.7 LINE , ~ ~ ~0 ~I ~ <<; fx: 919-560-4021
EROSION CONTROL ITEMS / PROPOSED / cl PT' STA _ _ i ~ INV = 243.43 ~
+I ~ 'E MPORARY RE:2JD-3 / ~ -HEAflWAt1 w/RAILING ~ ti~ ~ GLA55 (RIP~,4P ~ ~ -
50+83.2 2 SOLLARD 4/D-2 -~F SILT FENCE (TE ) I ~ ) i / RE: 4/D-7 I ~ _ ~ ~ ' - 24'x 16'x 24" THK ~ ' 2-36" RGP _ _ _ - RE:4/D-3 `
`I WITH PAINT DIAMOND E PROTECTION FENCE RE:3/D-3 TEMPORARY) / I
/ - :5 -3 ~ i, SMALL rsn TEMPORARY DIVERSION DITCH RE /D / ~ - _~4$ INV_=2 ~ _ _ _ _ - GLR55 I RIPR~P n ~ SMALL
. U a ~ . TREES ~ . ~ ° x x 24'~ T - - " ~ S - ' / TREES ~(2- ° µ k -1.5 ~ ~
i ol,, RDGK PIPE INLET PROTEGTIDN RED 1/D-3 - ~ SILT FENGE R~:-~D-3 ` _ _ 248 ~ 4/D~3- 10 SANIT SEWER u, ~ ~ % / ~ 1 ;i
50+77.05 ' i° _ ~ `s . SEDIMENT TRAP RE:9/D-4 / _ s y ~ C~ (TEMPORARY) t ,E n ~
i I ~ ROCK CHECK DAM RE:7lD-~} /
r ; (TEMPORARY) 1 0 + Q REMOVE EXISTING 12~' PIPE r ~ ' "
i ? ~ , I ~ ~ y r F > UNDER TRAIL AND REPLAL~E WITH ;k " t ~ /I is
r ~ REMOVAL OF ALL TEMPORARY ER0514N CONTROL MEASURES ~
~ AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 ' _ 'E I TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. / t v " ~ ( i ~ ~ ~ I ~
30 SOARDWALK I t i
RE: 6/l~-6.1 ti VEGETATION ~ P ,STA pE INEATED WETLAND AREA I ~ F ~ 246.3 / r i ~ ~ ~ K
w '9 50!+-25.99 L EXISTING PROPOSED N°y . 4 / ~ ~ +0.0
a 2533 SE - .058 AG ' , TREE TO BE REMOVED ;l.N ~ , 1 ~ PINES i j ~ ~ ~I ~ SILT FENGE RE: 21D-3 ~ tI
PINES"" a ~ NO IMPACTED AREA ° FlK ~ ~ ~ TREEISHRUBS 't i " I ~ ~ ~
~co 'bye i STA ~ • „ AK ~ NOTE THAT EXISTING TREES ~ F 1
~''N 4 +82. ~ ARE DRAWN WITH SGAL~D ` ? RNING SIGN ROOT PROTEGTIDN ZON V ~ ~ ~
~ EQUAL 70 1' RADIUS PER 1" ~ s t RE: 1/D-8 TREE TRUNK CALIPER ' sr~ ~ ~ ~ DRAWINGS NOT RELEASED
~ ~ r~~-~. 'a r _.-_a'YV~ ~ \ ~ ~ ~ FOR CONSTRUCTION ~ 100' STREAM BUFFER ~ - - ~ ~ ~
~ 00' STREAM SUPPER VEGETATION LINE 1 1.---- , 4 ' V ( " ~ ~ Job Number: 0831

SANITARY SE R > . ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~ ~ ~ ~ ; ` ° ~ Drawn WLR CP JW JC K8
EASEMENT ~;o FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY s ~ ~ ~ . ~ ~ Checked DAJ EOS TRK SAB I ~ T
~ ' PT STA ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN • , ~ ~ ~ ~ i o, E ~ Date 10128/05 CD RESUBMITTAL ~ h ' ~i ~ 1 Revisions 2115!06 BID SET
49+52.62 P S BUT ACTUAL LOCATION WILL BE LOCATED ~ ON LAN , ,>'3s~;~ . I IN FIELD DURING CONSTRUCTION BY LANDSCAPE V ~ ~ ~ ~Z ~I S~ if 3105f08 ISSU_EDPOR i ~ ice. ~ U':
ARCHITECT AND VERIFIED BY GENERAL 5ERVIGES AND I r( CONSTRUCTION { ~a ij~
100 WIDE ~c~z ~a ~ ,~~ti, DURHAM PARKS AND RECREATION. p ~ a 6115/09 BID SET ~i / ; r~i' ~ x. ~ ' 7194109 BID SET
~ GREENWAY }2~M, " EAaEMENT i ' ~ ~ PINES ~ 7l2?/09 BID SET REV
~ ~ E PINES
PC STA k I : ~ - ~ ' _ _
4g+09.03 t ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~ ~ Q ~ ~ rgrrr~rrra,~+
` s CAR SILT FENCE OR TREE PROTECTION FENCE 0719-03-42-8252 ~ , 10' WIDE ; ~ ~`,...••.,,Q( \ I 00000000000 ` ` 000~~ ~ARO<Op -n ~ ( ~t ~ NOTE THAT
425A-O1-024 ~ ~ r ~ 1. a" 4 •aa~r~scAa ~ PR01'OSED ~ ; p oa ~ F ~ 1 I ran ~ 1 ~ ~
CHOWNINGS PLACE TOWNHOME ASSOC ASPHALT TRAIL ~ ~ ; 2~~w ~y , o° ,oop0°°°° ,a o 7~1 ' 24,3 j~ DRAINAGE P~PES ~ CONSTRUCTION DRAWINGS
DB 2265 / 25 ~ ~ ~ •w 2; w tRE: 1/D-1 ' t ~ 1050 : x ZONING; PDR 3,44 1 s ~ o m MUST EXTEND TD m o ~ ~ ~EAL s o 1 ~ 1 ~ ~ ~ Sheet Title;
FfJ-B WATERSHED ~ I ~;a a z7~9~ o,~ ~ ~ ~ THE EDGE OF THE
USE+ MULTI FAMILY RESIDENTIAL ~ , ~'I c o~'~~®~ti~ ~`~,~°°~o ~ ~ 1i ~ ! SANITARY SEI~R
fN H P~` ooh,°o~~,IN~®a°~~ ~ ~ ~ ~ ~ ~A~~~~NT g AIi~
t ® 1 9 p A , oooooa S~ ~ ~ 1 oQOa p, oo~a° ~ , ~ ~ s. Ro ono
1 ~ t /i/ ~I
MnrcHLINE G MAHUNE TC STREET 7 2-; - Loy
SECTION 2 & EROSION CONTROL PLAN 30 0 30 60 90
CD-11 SITE & LANDSCAPE PLAN GRADING & EROSIO 'TRAIL - SOUTH ROXBORO ROAD SECTION 2 Sheet Number
Scale 1" - 30' CD-11
1 30)

i
i
Y REL TE GUARDRAIL AND REPLACE ~ NOTE ALL TRAIL CONSTRUCTED IN RIGHT OP WA ~ ~
WITH NE ND SECTION r~f,.'~;' la TO CONCRETE SIDEWALK TRAIL RE: 5/D 1 l I ~ i ~ ~ ~ J ~ ~ / 1, JJ
RE: 1/D-1 ' ~^i ~ ~ x
a ~I t 1 1 ~ `'x~ ~ WHERE NDT INDICATED LIMIT OF CONSTRUCTION WORK IS ~ : J / ~ 11 ` i~'' ~ 1 ~ ~ g
3 HS i I F NCE OR TREE PROTECTION FENCE . x S LT E
~REMO EXISTIN,S; ~ l ~ ~ ~ ~ ,;r J J \ ~
' ED ( m G; PT STA
o° I NEW SECTIONS DF GUARD RAIL ARE TO BE PAINTED TO ® +I ~ m MATCH EXISTING GUARD RAIL5 ~ r J p, x ~ ° 'i ~ 6
r 1
' I ~ 1 CONTRACTOR iS TD INSTALL A TEMPORARY 4 W}DE J J ~ ~ a i
a 68' WIDE DUKE ASPHALT WALKWAY ON THE OPPOSITE SIDE DF S.
t- T, POWER RDXBDRD S
1 EASEMENT
r ; I' LEGEND
,r r 1 1-AR - ~x • ~ • PROPERTY RELATED lTET~fS ~
i EXISTING PROPOSED 2 ~ Sp
• - - PROPERTY LINE ~
- - ~ • »sL - e- EASEMENT LINE ~1 ~ ~I /
~ T J ~ (l i~ t / 1 ~ ~ 1111Nest Main Street
STRUCTURE ~ ~ ~ ~ / ( ' ! li;' l 1 1 33 w purharn, N.C. 27101 /
~ ~ , 5-LI a'a' --0-0- =X=X= FENCE z p 919.682.03fi8
w o RETAINING WALL / ~ l ~ / ~ f 919.68.5646
15' WIDE STRIP oP ~ l CITY OWNED tia., w E~4~STING TIGHT ( Il ; ~ ill J' J ~ / ~ ~ W r.cjtpa.com 1 ~~f. / J / }
PROPERTY o ~ i PAYING
o ' RpLE EXISTING PROPOSED SEE 1 A D-1 ,l SEE 1A/D-1 FOR TRAIL GRADING l \ . /J ~
0719-04-63-4674 ~ ° 425-02-OlOB o ' - ' , CURB ~ GUTTER
CITY DF DURHAM ~ ` ~
DB 201D / 595 t' ~ _ EDGE OF PAVEMENT z ( I / ~ ~ ! i l ' ( 1
ZDNING+ PDR 3,44 ~ • ~ ~ : CONCRETE SIDEWALK F/J_$ WATERSHED 4„ Q ~ ~ I • • ~ ` • -
USE: VACANT RESIDENTIAL ° ~ W ~ ,l x- I - ; ~ ASPHALT SIDEWALK
o Q ® ~ O b ~oA (.l 1 ~11 ! f ~ ~ ® ( ( i ~ , ~ ~ 1 ~ ~ ~
Ir'~ r~ HEAVY DUTY ASPHALT SIDEWALK 3 HS ~ ( .+r 4 ~ ; a
1
5r~, STATIONINGG FROM POINT t~a~.zs OF BEGiNIVING ALL RESEEDING OF DISTURBED ~ ~
AREAS IN THIS SECTION IS TO BE Q IQ ~ r l ~ ~ POINT of cuRVATURE C
a I ~ G' RIPARIAN GRASS MIX. POINT of TANGENCY ~7 / : ~ u~ 1 ~ y:
1 UTILITIES 0 E 1
~ ~ . EXI5T4N6 PROPOSED ~ ,Q 3 ® w ~ ~0 3~ / / ~`1 ;ij ~ 1 / J ~ l l /
Q UTILITY POLE ~ ~'1 r; ~ J ( ~ ~ ~ l J J l' l ~ ~ ~ Project:
• iv'" GATGH BA51N •0.o +'71 ~ C.C I ~ ~ PROTECTION J ' ~ ~ s.,~:,®,® 1' ~ I , ~ a. ! ~
RAISED MANHOLE OI^
8 piNE I ~ ~ N ~ so-- .~.so® STORM DRAINAGE PIPING 3ro_3 ~ P~N® / , ~ / ~ / , / ~ ( f<9 THIRD FORK l ~ ~ '
A i CULVERT l ' ,',il ~ J"' ~ l ~ ' ( ~ CREEK TRAIL 1' ;.i /
J l ~ ~ 1"'l ~u ~ ~ l ( ( SILT PELAGE ~ '
- - SANITARY SEWER 0719-04-53-9554
j', ~ --FO- FIBER OPTIC LINE 425-02-O10A
3 HS NOTE: CITY OF DURHAM SEWER LINES & -(APPROX. 90 GY GU1 NDPE VALLEY FARM H/D ASSN EXISTI;d`~G DB 2246 / 109 ' TS SHALL 6E AGGE551HLE AT ALL GD-12 ~ 13 AND 80 ~X. 90 GY GUT ON SHEETS ~ - 7/ ! ~ / ( ~ ~ 'S
ROW / ~ rir~5 FOR MA}NTENANGE AND REPAID ZONING; PDR 3,44 „ A~ ON SHEET 13 H ~ 13 AND 80 GY OF FILL l / I ; l i ~ 1 ; >N SHEET 13 WHERE TRAIL 6;; AK I ! , , l': l ( ( ( / r: ~ % ' Duexbu Oeax SPbC6 ,uan Tabus r~ / ~ ~ \ ,
F/J-B WATERSHED 6 T}~ROl1Gfl CONTACT WITH THE 6EI~ERA~L - EXIST~~G I LEAVES ROXBORO G ~ ROXBORO STREET}. GUT ~ /
USES VACANT RESIDENTIAL GONTRAGTOR. PR(7iRTY t AS NECESSARY AI EG S ARY A .1AGENT TO ® l l l ~ ~;l ~ ~ ~ l ( ~ ( ~ s
TOPOGRAP~iY LINE;' -N€{~51D~WALK TO BF ~ ~ ° / / / " ' ~r/ ~ i ( ~ \ G~ iNORTHl~t3UTH ~~WRL~ To BRING BRASS 6;, ~ / / / / , J~', J ( (
~ G 338 ® - r ,<<- , - _ GoNTOUR AREA LEVEL WtTJ .A LEYEI.I~T~1 SI>7EWAL;; ~ / l / ; , 1~ ; ~ J . l / J ~ ~a TRAIL SYSTEM
PC STA X t~7,~ + 157.5 SPOT ELEVATION (TRAIL C/L) EDGE. RESEED WIl . RESEED WITH`}~li'ARIAN J l ; l fr~;~ 259.1' ~ I/ / l l~/ l ( / / , la ~J J / , a DURHAM NC
59+21.6 ~ • STREAM (TOP OF BANK) _ yy..~~ 6RA MlX. - ~ ~E MINIMUM 18" SHOUL~JER - % ~ ~ 6„ ~ / i ~:~1 i~~'~~ ~~'Jl Il J ll ~ ~ ~
PRO~lIDE MINIMUM 18 ADD 5 WIDE CONCRETE ;i ~ I 1/ PER fi I
t~ ~ 'r' r~ FLOODWAY Z ~J 4 . TO EXISTING 5' SIDEWALK ~ ~ ~ i'% ~ -DISPOSE OF EXCESS 541!x" PER ~o©T SLOPE. w I J ~ ~ J J l~ E OF EXCESS GUT ALONG ! ' l ~'1 / ~ ~ l ~ ~ ~ ~ e` l ( J ~ ~ l' ;1~~8.7J J l ~
~ - ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) TO CREATE THE 10 WIDE w E,h4;15T1NG ;~1GHT ~ S r` SLOPE EDGE. 1 J :.i` ;j ~ l ~
SIDEWALK TRAIL RE: 5/D-1 ~ ~ P; LE so- srR~ e~veR i;; DURHAM STREAM BUFFER
~ o ~ .'r k' r'' h~' RE~2UIRED (SIZE VARIES) _ . w ~ ® ~i' :r ; ;y r; ; ~ lJ ~
2 ~ EXISTING 5' W ~'E TE: P10 FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL o ~17 I NO ~ . ( I l ;rrl l;'j l / l / ~L~ r'~ ~ OWNER: J J / r rl r' iljf„ / rJ J l CITY OF DURHAM
• ~ ' a 1 TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN.
w GON~~ETE I ~ ;1 SID~I~IALK Ti ' i r % ? 101 CITY HALL PLAZA Q I \
a ' ~ REM>~IN a PROPOSED IN6 Ia ® h NOTE: ~ N , ® J ~ / / / J 1" ~ DURHAM, NC 27701
c~ ;i ` TRAIL IS TO BE GONSTRUGT~D TO A 3 H5 FINISHED TOP ELEVATION THAT MATCHES r: 1 / it r (l i / J 1 ~ ~ 1,.~`~ / i / / ~ J ~ ATTN: SETH TIMSON
T~+E EXISTiI~ ADJACENT ELEVATION. .w / J ~ ~ r',J ; ~ ,r'~; / / / J I ( ~ ~ ~ l ~ PARKS & RECREATION DEPT
3~ Q ® ' i ' 3' Q ~ J J ° ~ `lt ~'1;'~ ''1 / ~ J 1 / J ( 2 5 2.1 f ph: 919-560-4355
f~ ~ EROSION GoNTROL ITEMS e ~ „ ~ j1 I ~ PROPOSED / ( / 'j; 1'.,~ jr'; / / J / J ` / ~ / fic: 919-560-4021
3 ® `
SILT FENCE (TEMPORARY) RE; 2/D-3 ---SF r ~
E PROTECTION FENCE. RE: 3/D-3 4,~ Q o • ~ TEMPORARY)
^ - rsn TEMPORARY DIVERSION DITCH RE; 5/D-3 r 7 ir~~ l i <<_.
p• 8~,, ROCK PIPE INLET PROTECTION RE:1/D-3 0000
O ~ '"w 4;~' l I ~ ~ SEDIMENT TRAP RE:9/D_q N ~ ~ ~ ' ~ ~ - ~ ® (TEMPORARY) t~,~
~ 1 rv ' REMOVE EXISTING 3 HS ~ ~ + ~ i ;r~ a;' j ~ ~ l~ ~`I I 1 1 1 1 ~
' PAT w ! r 40 WIDE ® ROCK GHEGK DAM RE:7/D-4 HEDGE 4 S , I (TEMPORARY) opx ~ ~ ~ r
ENTRANCE SIG $ ® ~ ,,!'w SANITARY ~ ' ';a SEWER
4 ' ` Ur EASEMENT REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ( 4,. Q J ~ ~ l J/l ~ ' ( ~l
~ ~ ~ ~ 'a ~r.'z ~ I AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 ~ ~ ~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLAN ~ f, 1. : 1i J ( ;
rr~ ~ e e 1 / f: ,j' Q~ ;`;''J it / ~ ~ _
o TYPE A/B/ ~ Q w,•~ T TIDN ° ~ d e ; ~ VECE A b I / ``J l 1/ f ~ ~ t; ,
~ ~ • ~ ~~c ~ ~ EXISTING PROPOSED 1, 'J j
o ~ ~ ~ ~ _ ~ TREE TO BE REMOVED
G TRUGTION ~l aK w ~i CITY OF DU AM ,h, / / , ~ r ~ / ~lNE ~ l r, ~ ~ ~ ,ra / l.. /
ENTRA E SIGN u ~ l(`,i' o PINE r~~ TREE/SHRUBS ~ ~ ~i: s GREENWAY ASEMENT .o, • ` I g NOTE THAT EXISTIN6 TREES ~ "PINE o st' ~ ~ ~ aK ~i RE: 1/D-5 T2 ti! ~~4~~,..4S'° ZONE: PDR 3.44 0 ~ ARE DRAWN WITH SCALED i~
w _ / •~9 F J-B WA~ERSHED Roor PROTECTION zoNE o ~ ~ ~ aUAL T©1~ RADIUS PER 1 ` o f f Y f / ,
~ ~i E ~ / M ~ ;';1 ~ TREE TRUNK CALIPER / ~ ~ ~ `~l i/~~` ~ ~ ( ~ ~ D I~INC~S NAT REtEA~t:D
SIGN POUR P T ` EXISTING I;%1~HT . ' , . ~ ~ 2 ~ g IN r"r~~ _"''w~ VEGETATION LINE ~ X54 ~ ~2~ ~ Y i .;l l / l ~ / IN ~ idJ ~ / F®R CONSTRUCTBON
PQ~E RE: fro' / 2s ,o, ti ,>i% INE J ~ 6 'f ` ' l f , l X256 , ~ ~ ~ Q `,i i,(' J ~ ~ jI l / ' INE / ~ ~ ! Job Number. 0881
Cy: k ,l ® 1~• o w 2 GD-92 ~ 1' ~ ~ ~ l( /1~ ; ~ jl~ ~ l
~'~rs ~ : ~ ' ' GK-DOWi~ ~ nN~ TYPE B/ / ~l , 5' wt ~ ~ ' 0' WIDE ~ ~ r i; ~ ~ r:; !11 ~ ! r: ~ ~ Drawn WLR,CPJW,JC~KB
flE ca ~ ~ a . ~CJLLARD R~~ ~ 'plNE ~ ``J ~ 10 ~,..,,a~ N~R~ w,-, ~ 'D-2 ~ , ~ 5 CONCRETE ~ ~ o rrj ':l' ~;y'; o PINS ( / Checked OAJ EOS TRK SAB i r ' t 'GNP ( ~ ~ ( Date 10!28105 GD RESUBNIITTAL
Tf ~~E 0 M . W NEW 5 IIJE PIPE BOLL~RD~~ SIDEWALK TRA L ~ ~ ~ ~ - ~ l 1 / J ~ 1'~ ~ ~ 2 ~ ~ Revisions 2115106 BID SET
~~t ~ ~ . _ T A RE: 5fD-1 . - ~8s.zrRE: 4/D-2l.~,~P) ~ ~ CGNCRE TR IL ~ ~ rm~~~ , ~ ! 3105108 ISSUED FOR
, ` ~ ~ ~ I ~ ~ , ~ 0719 04 52 6521 . I~ ~ : j i ' I E CaNSTRUCTION _ ~
~"'°o~ NG PT SAW r 425-02-01o ADJACE T T~ ~ ~ , r N2 , , ~ 9~~ "On~9~ ~/8 ~ ~ ( i'~~~~ ~ /l I ~ 114109 BID_SET _
~ oo n EXI5 G CURBS NDPE VALLEY FARMS HDA r TYPE B/c zaz w 5+96.52 EXISTING SIIl WALK Q , ~ TO N5 ALL DB 2246 / 109 i ; ~ ~ f ° ~®J"q '`~y, . c..? ~ / / / I fj~~ f ~`u~ 7127109 BID SET REV_
R055WALK STRIPING 1`..:~~ 44 ,0;~ , l<~: ~ , . ZONINGS PDR 3, A MPS RE. ~ ' qN lJ ~ J
BY GO F/J-B WATERSHED ~ ~ ~ ~ 'GUM ~ ~ M R TR G G USE VACANT RESIDENTIAL r j,A ~ > f/ ~
ANG PT SAW' T EXISTING CURB ' ~ ' ' ::,~~.~s+84.79 ~ RE EXISTING INES TW POST 5,00' ~2%~` r ~ ~ 22.6 ;fd~ ~ / IVES fJ ~ T ~ qq,,,, 1, p, / / R4 r~~ ~ TREE ~ °Op000000ppp~
M:. RAMP T INSTALL 2 ~ 1/D_g ~~,,~~~:,,,,,~s ; l ~ ~ \ 1 ~ i t,.
R ; ~y ` ~p, c a NG P E e 0 i ~ ~ ` ~2 XISTING WHEELCHAIR ~~~°°~v~~ NEW ADA MPS RE: ~ "P! ~ ~ ,,,.,,,e ! „ : o r i` „ \ O ~ PIPE BOLLARD . • i ~ WIDE r ~<r ~8 \ ~ / / pg"PlNE PROTECTION/ 1~+ ~ ° I 3 j ii t ' J ® / ~ a po44a ° 4 0o CONSTRUCTI®N pRAWINta3
+4~.~3 . o c NEW 4 AIP , 5/D-9 (RA TO BE w ro• : O ~ '~pF ~L ~ i lj' ~ \ ' M A~(D-2 ~TYP) ; a 9 , ~ \ ~ .r ty. ~ PELAGE RE: / ~ o 0
}NCLUDED r;o~ALT 3) ~ s c > ~ . ~ : Y EL STRIPING v v ~ ~ oNSTRUGTION % mw s> XISTING SIDEWALK ~ _ ~ I l l GN'~ ~ 3~-3 ~ ° ~ ~ ~ o e SEr~L a o Sheet Title:
TYPE T srA x ~ 05 , ~ . €JND EXISTING - - t A H T AND ~ NTRANGE: 1/D=5 ~ ~'l ! v !END SP AL. 55~-14.1$ ~,e ~ ~ ~ ' ;;f } ~ GoNSTRU~G~foN ~ o P7892 4,~
~ ; ~ SIGHT POLE t ~ ~ ;START CONCRETE TRAIL'` , . 1~ . - ~ ~ _ . ~ .d _ ~ ~ ,,F ! °?y, r / r~ y J ENTRAN(GE o °oot~ ~,a
`AT STA 55+38.32 ~i' n ~ . ~ ~ \ \ .r~~ , , / EFLECTIVE r~~PE ~ V A ~ ! ° r ~ i ~ RE; 1/~1_y. a~~'°°`~~I NE;~ °°Pti~o ~ ^x % 0 4®1400 °
,~r TYP .,s Fy ~,P j i ~ i _ ~ ~ INHP t TD BE ADHE~~D TD
KNOCK gOWN . A/B/GlD 1 ~n~ w~n~ n~raua~ T <<r~.....~.~~°..~~t ~ : ~ ~r.,, ~~„~r,-, ,T ~ 1 ~;'1jf \ =ice'' ~ ,.'u~~~;" 9 1 I / ~~~0000~~ / ~asor~swrsns
' eo~~nra4 W-2 7/ ~O ..h
TRAIL ~,iro-i rust u H H~i~H ~
ILAA ~ R GRADING & EROSIO TRAIL - SOUTH ROXBORO ROAD SECTION 3 ' BUMPOUT DETAIL AROUND LIGHT POLE SECTION 3 & EROSION CONTROL PLAN 30 0 30 60 90
CD-12 SITE & LANDSCAPE P : 2 D Sheet Number
Scale 1'° = 30' -1
l 1" 30'

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i ! 'i ' i ~ GR0551NG 51GN ! N
• 3/Gq 12a i , ~ 111 Test Main Street
i I I BY GOq ~ !{k ~ ~ Q.- i ~ at ~ w. o W Durham, N.C. 27701
I " ~ is N, ~ ~ ~ 1, W W; d"y W, U Y Q W - ~ ~ ~ ~ ~ z p 919.652.0368
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- - - - - ~ i:.., r ' 1 5s+oo m._ 58+00 59+ ~ _ ~ a
~ ,i; - ~ ..W EXISTING'S' WIDE CONCRETE SIDEWALK
- ~ti~ _ EXISTING 5' WIDE CONCRETE SIDEWALK
_ __~am _ _ _ _ ..EXISTING~~CURB & GUTTER -
TTER _
HIGH VISIBILITY GRO55WALK 5TRIPlNG -
T EET ~ ~ _ _ _ w _ e ~ -m _ _
. SEE ~©Tl~ 7 Boa' PuBUC ~/w - _ _ _ _ - w _ _ _ - - s
. _ PAD GR05~IN~ l~AR~IN6 ~IGIJ" _ . _ . ~ _ - . ~ ~ ~ ~~~EXI"STING CURB & GUTTER f l1RB & GUTTER J PE ~GRD`~51N6 WARNING 51GN
R~: r+/Gq-12a PLAG1a 400 {N __~._.w ~ Q~/G17-12a PLAGE 400' IN.FRONT._
1*RONT OF GR0551C~C' . GRO55WALK STRIPING ; - BY CAq EXISTING CURB & GUTTER _ _ v. ~ ~~~r._ . . CURB & GUTTER m,~ e_ _ , i~:::CG'kl`_ _ .,.T ; - ~ , . _ L
PEq GR05aING SIGN -
RE: 3/GD 12a iDO i UBLIC R/W BY GDq ~s
EXISTING - EXISTING CURB & GUTTER ~ _ _
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~.r,l N~RTHIS®UTH
F<~ - CD ~2 30 0 3o so so ~ `~'R~IL SYSTEM
~t° - 0X ORO ROAD S CTION 3 SIGNAGE AND STRIPING TRAIL SO~TT~I R B E
w=~'
1 = 30 scale 1" = 36' :~I
''1 OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
~ DURHAM, NC 27701
~'i ATTN: BETH TIMSON
Si na e and Pavement Marking Requirements PARKS & RECREATION DEPT
All sf ns, street markers, and avement markings (everything Gaffed out on the g g g p Criteria ph. 919-560-4355 fx:919-560-4021
signing and marking sheet) must be installed prior fo the issuance of a certificate 1. All signage installed shall conform to standards set forth by the latest published edition of the Manual an Uniform a
of occupancy. Traffic Control Devices MUTCD}, the North Carolina Department of Transportation (NCDOT) Standard ( Construction Drawings, and Gity of Durham standards. ;a N
2. All si ns shelf be mounted a minimum of five 5 feet above the round 2• Signage material shall conform to MUTCD valor and reflectivity standards and shall at a minimum be engineering
~ g measured from the base of sf n to round . where edestrfan movement is grade reflective material, except stop signs. Stop signs shall be constructed of hi-intensity grade material on a 30-
g g ) p inch b 30-inch octagonal stop sign blank. Y likefly to occur, the minimum height shall be seven (7) feet. 3. All signs, except street markers, shall be mounted in a manner that the bottom of the sign is a minimum of seven 'q ~7
feet (7-ft) above ground level. Street marker signs shall be mounted over the top of stop signs according to the a ;a
3. Alf si ns must Conform to the MUTCD Manual on Uniform Traffic Control street marker standards in number 7 below. 9 `1I
4. Ground mounted sign posts used to install street signage shall be 12 feet long and constructed of 14 gauge Devices), alvanized steel "U" channel osts ar two inch 2-in alvanized s uare steel tubin .When used in s eeific 9 P ( )9 q 9 P
locations and directed by the City of Durham, colored ground mounted sign posts may be required to match PEDESTRIAN CROSSING SIGN PEDESTRIAN CROSSING
4. All existing street signs are to be relocated in accordance with City of Durham existing streetscape in the project vicinity. Colored ground mounted supports shall be steal with a powder coated ®°®,toyuuarraee i~ARNING SIGN CAR 0('%~
speciffcaffons. finish. All ground mounted sign pasts shelf have 3/8th inch hales down the center of the post drilled at one inch (1- in) spacing for the entire length of the post.
5. Layout and striping per City of Durham Transportation Division. 5. Ground mounted sign posts shall be driven to a minimum of 30 inches below ground level. Ali posts shall be FLUORESCENT ~ ; ~ .`w 9 : y®; FLUORESCENT ~ ~
plumbed and leveled as the post is installed. YELLOW~GREEN YELLOW~GREEN ~ m s~ X050
f rior o a Ifcafion of ro Deed stri in . 8• If decorative (non-standard) items (poles, signs, etc.) are installed, it will be the responsibility of the developer to 6. Any exrstrng strrprng to be ground o f p t pp p p p g fabricate the items, install the items, and enter into an agreement with the City of Durham for the maintenance. BACKGROUND BACKGROUND ' ° ~r ~ n:
7. All street markers (street name signs) shall be designed and installed as follows: NCDOT STANDARD ; NCDOT STANDARD ~ '•d
7. Pedestrian crosswalk high visibility paving marking to be 24 wide x 10 long a. Street markers shall be installed at all street intersections and will include the block number of each street. 3 LB~LT U
bars se orated with a 24° wide a . Alf markfn to be hi hly reflective b. All signage provided and installed shall be constructed from a 0.0$0 gauge anodized aluminum sign blank and CHANNEL POST p g p g g conform to standard MUTCD sign sizes, CHANNEL POST IN o° i e~+10 IU~p~
thermopfasfic , O. i2 thick. c. Street markers shall be deli ned in a stacked configuration and located in a manner for visibility frarn atl g REFLECTIVE YELLOW REFLECTIVE YELLOW
directions of travel d. Street names shall be die la ed b usin a minimum of 4° reflective white letters and 2° reflective. white numbers STRIPS - DOTH SIDES. STRIPS -BOTH SIDES.
PY Y 9 for the black numbers and abbreviations (RD, DR, eta.} an a reflective green background. On private streets, a MOUNTEDTO SIGN POSTS wy1_2 MOUNTEDTO SIGN POSTS X19-2 DRAVItlNCS NCT RELEASED
notation of "rivets street" in 2'° black letters on a ellaw back round will be added an the ed a of the sin ~ P Y 9 9 9 ~ ~ ,z~; FOR C®NSTRUCTICN
closest to the road. Signs must not have borders. AHEAD
e. The layout of the street markers shall conform to the City of Durham standard drawings. The street name shall appear centered vertically on the left of the street marker. The abbreviation shall appear to the top right of the ~ Job Number: 0831 W l6-IP 4Y16-9P
street marker. The block number shall appear to the bottom right of the street marker. Each item should be _
spaced to balance the appearance of the street marker. Drawn WLR CP JW JC KB,_KH
";~~,n ~ CD 1 ~a f. Street marker material shall conform to MUTCD color and reflectivit standards and shall at a minimum be ~~,ka, v + ~ engineering grade reflective material. Checked DAJ EOS TRK SAB KN___ r~~ Date A__ 10/28105 CD RESUBMITTA_L
SIGNAGE AND MARRING NO'I~S g. The letters shall be designed using the Standard Highway Alphabet of f'HWA, senes B. w 0 0 ' Revisions 2115106 BID SET v
w~t~~~~ h. Two (2) sign blanks are required for each street name marker assembly. Each blank shall have a street name on , NO SCALE both sides. The sign blanks shall be installed in a stacked manner using commercially available aluminum a a ~ ~ r~ 3105108 ISSUED FOR
mounting. hardware. Each assembly shall contain one (1) cross mount for flat blade street signs and one (1) Uchannel ~ CONSTRUCTION
or square past bracket for flot blade street name signs. Street markers far different streets sholl be placed i 6115109 BID SET _ 7!14/0 69 ID SET
at right angles (see City of Durham standard drawings for street marker sign and street marker assembly 7127/09 BID SET REV _
construction). The street marker assembly steal! be mounted to the U-channel or square post over the top of the stop signs. If a stop sign is not present, or the stop sign is not at an appropriate location for street markers, street C ~
markers shall be mounted on a separate u-channel or square post at the appropriate location.
i. The length of the street marker is variable depending on the length of the street name, but should conform to table 1 below. The height of the street marker shall be 6 inches, %R 4/CD-~2a
~ CD-12a. Table 1 ~ ,
street Marker Blank Length ~ SIGN M0~INTING DETAIL CONSTRUCTION DRAII~INGS DETAIL ~ SIGN MOUNTING DETAIL
Street Name -number of letters* Street. marker blank length F 4'; :~0 SCALE 3 NO SCALE A~:.
3-7 letters 24-in r~ Sheet Title:
8-10 letters 30-in `a
1-131etters 36-in bove 13 letters 36-in plus 2-in per additional letter a
* Number of letters refers to the name of the street, but not the abbreviations needed to label road, drive, ovenue, street, etc..
8. Pavement markings shall be placed an the streets adjacent to the site where roadway improvements are required or ,'a, .
will be placed on new streets to be accepted by the City of Durham. Pavement markings must be made of a
thermoplastic material and adhere to section 1200 of the NCDOT Roadway Standard Drawings, 2002 edition. SIGNAGE AND STRIPING
Sheet Number
CD-

i
j ~ ~e, 1 Y
~ NOTE: ALL TOIL. CONSTRUCTED IN RIGHT C7F WAY
'I .~.r`:7. ~ IS TO BE GONGRETI! SIDEWALK TRAIL RE: 5/D-1 `'y' T E J , ~ - ~MATCoHt.l J ~ ~ \ ~ ~ ~ ~ \ I ~ A 1 I ~ y ~ 1;,, ~
LOCATION OF PROPOSED EVERG EEN I #
~ ~ s SHRUBS NORTH OF STA 66+00 IS ~ 3-IG ~ ` SCHEMATIC. NEW SHRUBS ARC~'~ ~
~ \ ~ INTENDED TO FILL IN VEGETATIVE ~ ~ v ~ ~ \ ~ I I I ~ l \ g
~ GAPS. EXACT LOCATION iS TO BFI y ~ A ~ ~ 1 \ \ :s ~
DETERMINED BY CONTRACTOR AND ~ ~ ~ V ~ ~ \ \ ~ ~ ~ ~ \ V A ~ ~
4-IY . NDSCAPE ARCHITECT TOGETHER "'.j 4;~ „~`1, BEFORE INSTALLATION. ~ 1 _ ~ \ V ~ ,n~ .A \ ~ ~ ~ V A t~ f1 TM
00 t I ` , A
k ~ o , ..j ~ \ V ` ~ ~ ~ ~ G
~ TREE PROTECTION ROTEGTION ~o ~ \ _ ~ A ~ ~ ~ \ \ ~ V A \ ~ ~ ~l~J~ ~ l~~ll
FENCE RE. 3/D-3 _ ' , ~ ~ ~ ~ RED 3/D-3 ~ ~ ~ \ ~ ~ ~ ~ \ ~ ~ i ~3, ~
~ `a Ih ~ ~ ~ ~ ~ ~ ~ ~ LEGEND ~ .
~ "~,;.t~ -n PROPERTY RELATED ITEMS ~ ~ 4
i •ra "'ti EXfSTING PROPOSED lJ
. ~ f ~ o ~ r, 0719-04-63-6741 5-MG 14" S G M ~ • • PROPERTY LINE "I` ~ ~ , k 1 \ \ \ I-~~
PT STA . ~1~~,~-, x 'P ~a S0S-0-Oll ~d`,. ~ EY FAR ' -
68+48.$3 ~ ~ HQPE VALL MS - e- EASEMENT LINE r ~ ~ HaMEE1WNERS ASSQCIATIQN INC ~ ~ ~,~c~ ~ ~ V ~ ~ ~ ~ A \ V A \ ~ ~ 111 West Main Street
x ~ ~ ~ ZQNING, PDR 3,44 ~ STRUCTURE o,~ ~ F/J B WATERSHED ~ ~ ~`~qy o,~ ~ ~ ~ ~ ~ \ ! W Durham, N.D. 27701
USES VACANT GREEN SPAC i ~"~u ~ ~~9~ ~ ~ I I ~ ~ x p 919.682.036
•*y. O • RETAINING WALL ~ ~ ~ ~ ~ ~ ~ ~ v ~ ~ ~ ~i ~ ~ ~ ~ f 919.688,5646
~
PT STA • . G` 2-,1V i 68+18.24. ©ka, ~ PAVING
d'y,•, ~ / EXISTING PROPOSEq H ~ ' ~ ~ ~ ~`t RIM 2~2. \ i ~ ~ ~ \ \ V ~ ~ ~ I ~ ~
Rraa X52 ~ • ~ • `'~1 ~ S x ~ CURB ~ GUTTER \ \ \ f $ITE BENCHMARK SANITARY ~ ~ ~ ~ , ,
SITE BENCHMARK SANITARY \ ~ /SEWER MANHOLE STA ~ ~ \ ~ I N! ~ € ~ ~ 1 l
SEWER MANHOLE STA ~ , `,j x _ EDGE of PAVEMENT / fi7+40, 29'RT RIM ~ : ~ qy~ V A~ ~ l l
67+40 29'RT RIM t'.w ~ x : • e~ r ; CONCRETE SIDEWALK ELEV=250.95 ' . a'• . / ELEV=250.95 V'' ~ ~ _ ~ ~ ~I 1 1 ! l~ r1
5-IG x g '2~. ~ ASPHALT SIDEWALK i ~ ~ \ ~ ~ ~ / ! ! , ~ / ~ f
t h ! d
HEAVY DUTY ASPHALT SIDEWALK 1 ~ ~ J / r
0719-04-53-9554 p 3-PG ~ / 9 \ ~ ~ ~ / ~1
4ZS-02-O10A 5-PL , ' ` ~ a STA IONI FROM PoiNT _ 7-MG ~ ( t5a3.zt OF ~E6INNING
HQPE VALLEY FARM HID ASSN ~ ,r DB 2246 / 109 fi pc POINT OF CURVATURE SEE 1A/D-1 FOR T ADD-1 FOR TAIL GRADING ~ \ ~ ~
ZQNING~ PDR 3,44 ~ O - ' ~r POINT O~ TANGENCY d ~ ® 4 ~ A ,q, e
F/J-B WATERSHED o ~ UTILITIES ! 10" GUM ©OX°~ ~ ~ ~ ~ ~ ~ rMV=za5
USE. VACANT RESIDENTIAL ~ - ~ ~ ~ ~e ~ % POSED ~ 10" GUM Ok,, ~ EXISTING PRO '
X ~ UTILITY POLE ~ ~ ~ ~ ~ ~ ~ ~ Project:
'~y ~ I ® ® CATCH BASIN ~ PT STA ~ ~ 1 ~ I ~ ~ 1
66+63.09 cREte a+ea f ss RAISED MANHOLE I • , i ` i \c~uMCr~r~ M~a~i~-tt~'`~. ~ ~ ® ~ I ~
ft ~4 S ~ y ,M~z~.~ , ~ C K T ~ L
10" i' -sfl ~so~•* STORM DRAINAGE PIPING / ~
~ ' CULVERT ~ ~
~ l - SANITARY SEWER ~ / I ~ \ }
" ~,~'4.. ~ ( -FO-- FIBER OPTIC LINE NEW GUARDRAIL EN ' ~ ~ ' ,X ~ a ' ~ ~ T~IIOEz 9 M! `
ALL RESEEDING OF DISTURBED ;`~t ~ i ~ i ~ NOTE: CITY OF UI~HAM 5E1^~R LINES ~ ~E TREATMENT PER ~ z , ; l A ~ \ \ ~ BMX CULV!'~'~! ~ ~ s.. ~ ~ ~ ~ \ 'w \ Z l ~ \ %
AREAS IN THIS SECTION IS TO BE ~ ~ ~ , ~ EASEMENTS SHALL s~ AC~E5518LE TALL RIPARIAN GRASS MIX. v , NGDOT STANDARD ; ; , ; TIMES r-oR MAINrErrA?~ AND REPAIRS ~ t ~ , ~
~ $ SPED. RE: 1/D-1 THROUGH CONTACT WITH THE GENERAL w ~ ~ j ~ i Ihrxxnx Ors Srac~ exn TftAIIS ~ ~ ~ ~ mrv=sa~. ~ ' ~
1 ' DE ASPHA T 4= l ' ' ' ' CONTRACTOR. 0 WI L ~
TRAIL RE: 1/D-1 i ~ ; ; . ?t ~ r % i TOPOGRAPHY
~ 338 _.._..1~!_ C~~`~_"`"J ~ CONTOUR i`r . 1 x,.:, / v v ~~r ~ ~ _ v ~ / l ~ ~ ~ ~a~.~r TRAIL SYSTEM
- ( ` ~r X T"7.a ( REDLINE MULCH BED ~p •R,, ~ i ~ ~ -F 157.5 SPOT ELEVATION (TRAIL G/L)
o WITH SHREDDED ~ ~ ~ ~ ' ` ~ . ' ~ • : ~`e ~ i ' ~ ~ STREAM OP OF BANK) • ~ ~ ~ / ` i ~ ~ DURHAM NC
(T ` . HARDWOOD MULCH ~ ~ ~i i ; ~ _ r ; ; ; ; g.-P - ~
~ FLOODWAY ' ` r; s TREE PROTECTION V!
FP FLOODPLAIN (FLOODWAY FRINGE) FENCING RE: ~ / / ~ i; / `l 0
SWITCH FROM CONCRETE / ; / ' ~ • / i ` ~ 50' STREAM B41F'fER DURHAM STREAM BUFFER TD ASPHALT TRAIL AT , ; , / ~ ~
~ x" REQUIRED (SIZE VARIES) STA 66+00 1 ~ i
' X ~ / • ® ~ ~ ~ NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ / / ~ ! i 1~ f, ,fr ~ OWNER:
° 1-FP % ( r ~y, TO BE DISPOSED OF OUTSIDE OF THE FLOOgPLAIN. ~ / 1 ' • ' ~ I CITY OF DURHAM f 10'~ P s`.
100 LP TYPE I HANDRAIL 10 ~ P b( / ~ ! 1 ! ~ ~ 101 CITY HALL. PLAZA
RE: 10/D-2 ~ ~ ~ ~ w ~ r , ~ ~ t~t?TE: WHERE NO f~OF'05EDGRADING IS SHOWN, ~ ~ ` ~ DURHAM, NC 27701
' ;I, / r v / TRAIL 15 TO BE GONSIRUGTED TO A ~ 0719-04-63-4674 ~ ~ ~ FINISH TOP ELEVATI©N THAT MATCHES ~ / ,I / ; ; ` Q ATTN: BETH TIMSON
425-02-OlOB ~ ~ r' » ' ( ~Q THE EXISTING AD.L4GENT ELEVATION. CONSTRUCTION ' ' y ~ PARKS & RECREATION DEPT
CITY QF DURHAM z ~ :f ~ ~ / ( ; ~ F ( -(APPROX. 90 C DB Z018 / 595 ' " ~ i f% ~ GD-12 ~ 13 Ah 4PPROX. 90 GY GUT ON SHEETS ' / ENTRANCE ; ! ! f ~ % ~ ph: 919-560-4355 ~D-12 ~ 13 AND 80 GY FILL ON 1 a~ ! ~
12' aP ~ ' 7-PL ~ I EROSION CONTROL ITEMS ZDNING~ PDR 3.44 r-~ ~ ~ PROPOSED GD-13 WHET RE: 1/D-4 ~ ~ ~ ~ 1 ~ ix: 919-560-4021 GD-13 WHERE TRAIL LEAVES / ~ 1 , y ~ ~ , ~ „~0~
F/J-B WATERSHED ~ f~- ~ i (O . ( J' ; i ROXBORO STREET). GUT AS ~ / ~ ww ~ € ~ ~ i
, ~ ; 1 ~ MPORARY RE:2 -3 ROXBORG USES VACANT RESIDENTIAL ~ ~ SILT FENCE fTE ~ ro NECESSARY F 10 IDE GONGRETEn '•r3~; r'.;•~Q' r -~F ~ . ; 3HS r(r l ; NECESSARY ADJACENT TO NEW 1 ~ ~ . ,
• TRAI RE: 5 -1 ( ~ E PROTE TION FENCE RE:3/D-3 L ~ a ( SIDEWALK ' TEMPORARY SIDEWALK TO BRING GRASS CLEARING / ~ ~ ~ , ~ ~ ~ ~ ~ ~ '
W C-~JARDRAIL END ~ ~ ~I~ q / A r ~ r 1?EA L~ <TREATMENT PER NGDOT ~ ~ I PE B/G,` ~ rsn TEMPORARY DIVERSION DITCH RE; 5/D-3 EDGE. RESET AREA LEVEL WITH SIDEWALK LIMIT / / , ~l., i ~ ~~9y 1,~
s:` ~ ' STANDARDS ~ SPEC. EDGE. RESEED WITH RIPARIAN l ~ 1 . ~ l ` ~ GRASS MIX. t
':'a„~~~ 8 ROCK PIPE INLET PROTECTION RE:9/D-3 .:4": r r 1 ( , TYPE A/B/G , ~ r P :9 -4 -P UM 18" SHOULDER ~ 3 ~ , , !l~ ~ ~ l
~ ~ / , SEDIMENT TRA RE /D r>rMPORARY) 1i4" C~ c 1i4" OT SLOPE. ~ ~ ! / / ~ i ~ l % ~ i~~
TYPE B/ ; `.~i'~;i>~'; ~ 100 LIR % -DI5P05E of ( ~ ROCK CHECK DAM RE:71D-4 15POSE of 51LT FENCING RE.
' " I R TRA TEMPORARY . REMOVE EXI INC ( ~ l ) ° a SLOPE ED 21-D-3 ~ ~ ~ ; ~ a i ~ I `;,a
~ 'i 51G • HED r ( l / / ~ I ~I ~ r / z`
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~
RE: E AREAS FOR STABILIZATION IS 12' ~ ~ AND RESEEDING OF THOS • ® % / TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS.
' I ~ ! i;, , i
W 3;~t 3 HS VEGETATION ' ~
o. i A'o r, t. , EXISTING PROPOSEq
~•W ~ r ~ RELOCATE EXISTING .o' PC STA ' - • ` / ! aK TREE To BE REMOVED
GUARDRAIL TO LOCATION ~ +91 88 ~ ~ 63 I ~ ~ " TREE/SHRUBS 1 / ~ /
BEHIND TRAIL - ( I NOTE THAT EXISTING TREES ' ~ ( /r ? 6° AK ~ RAWN WITH SCALED
RE: 1/D-10 v A OTDPROTEGTIDN ZONE • 8 H1C ~ ry~IC ~ l y ~ ~ I ~u ~ / / /
' ® r ' EQUAL TD 9' RADIUS PER 1" > 1`-' % TREE TRUNK CALIPER ~ Q 1 / l / ! ~ d.' , Ir; ~s~~; ~ ~ / ! / DRAWINGS N(~T RELEASED 1
p VEGETATION LIN / ~ f F®R CONSTRUCTION / l I -i I / /
• ~ 0. ; % • { ADD 5 WIDE CONCRETE / ~ f / l / / ~ i' % 1` G' • / / / , ~ ; /j ~ ; / / w~ Job Number: 0831
( WALK TD EXISTING ~ i , I ~ ~ / / ~ i;' / /
DE K TO CREATE 10' ' / 51 WAL r { ~ ; f I \ \ / / / ( !j / / / ~ Drawn WLR CP JW JC KB
WIDE CONCRETE 51DEWALK ~ , ii; I i , , ~ ~ \ \ ~ \ ! ~ ~ , ~ ~ ~ ~ / r~~ / / ! Checked RAJ EOS TRK,SAB
TRAIL RE: 5iD-1 ~ ~ ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~ ~ " :"~I - i - 1 THE PRO ECTION FENCE ~ ~ ~ V ~ ~ ~ A ~ ~ d ; _ ~ ~ / / ~ Date 10128{06 CD RESUBMITTAL
sn ~NF / SILT FENCE OR E T ~ _ ~ ~ ~ ~ ~ a ~ \ ~ e ! ; ~ ~ / l ~i / / ~ _ Revisions 2r~51os BID sET 31p5108 ISSUED FOR
/ . • ~ ~ ! ~ / ~ ~ 6!15109 BIDSE_T
Wg" ~ it-"
% ~ NEW SECTIONS OF GUARD RAIL ARE TO BE PAINTED TO l t l~ t l~ ~ l 719419 BID_SET - i _ ~ / 1, ~ / ` ° / : , / `_7 1 ~ - - -
sl--'~~;~ o ( MATCH EXISTING GUARD RAILS ~ - \ ~ , / / ~ l l 1...~ea ! l / ~ J lf,`~ (l : ~ / / / 7127109 BID SET REV
- 0719-04- 3-9554
"'e ~ . 4P5 2-010A ~ ~ ~
HOPE VAL FARM H/Q ASSN ~ ~,l CONTRACTOR IS TO INSTALL A TEMPORARY 4 WIDE ~ SS, / Uoou ,e, 0246 / 109 i ASPHALT WALKWAY ON THE OPPOSITE SIDE OF S. / 0 00400 0 A ° /
h ~ ,®A QNING~ PDR 3.44 ~ p/ ROXBORO ST. / / qoo°,°~~ ~~CA ~ ~0 0 ' I~ ~ / ~ I CONSTRUCTIQN DRAWINGS
F/J-B WATERSHED ,4 ~ ~ s 4 C 2' ~ °~PN CAp'•. ~ o oe ~ ~ ~ ~ 1 ~ ll I ijr/ ~l~l l ~ ~ ~ ~ I
USE, VACANT RESIDENTIAL o ~ ~ ~ ~ % ; ~`+o :a ! Fq ; / f / ~ ~ W ~ ~ l~f J ~B r o ~ $'p o ~ / / ~ / 1 I
4 SI=LL o ~ ~ / ~ l / ~ / / ~ \ ~ Shee# Ti#le: 0 a ~7~92 ~ ~ a° / ~ ~ ~ „ / / ~ / / 1
REMOVE EXISTING ~ 4 _ x a~ 1 0 x ~ / 0 HEDGE % ~Q]~ ~ ~ • ~//~1 ~Y a / , / , ~ `FRAIL
? ~ a~ ~ U• o ~~a/"~V ~~'~°~lo ~ ~ ' ~~J l ~ ~ o ti oaa ~ o ~ v
oa/,,~/ ~ ~(YPo°° ~ ~ , N/ ~ , S, ROX~4RQ
41
17 STREET . ZL L
SECTION 4
CD-13 SITE & LANDSCAPE PLAN ~ GRADING & EROSIO TRAIL - SOUTH ROXBORO ROAD SECTION 4 & EROSION CONTROL PLAN 30 0 30 60 90
Sheet Number
Scale 1" = 30' -1
1 ° = 30'

M
: ~ ~ ll
~ ~ i ,I j l t ~ / 1 7 ~ } ~ ~ ~ ~ ~ I \ ` 'i ~ I I ~ II l l r'
a ~ 'i. ~ ° ~s ~ ~~f,R ~ ~ ~ ~ I ~ ~ ~ ~ ~ / 1 ~ yj a
E~~ ~ ~
TCHL'~NE ~ ~ , ~ ! ~ 0719-04-63-6741 ,I + ~ 1 f
I • ~ 3~-M 505-02-011 • ~ ~ ~ + DB 1794/823 ~ ~ ~ I ~ J/ _ ,
• ~ ~ ~ ~ ~ 1 F HOPE VALLEY FARM HOA
'E ' , ~ F J-B WATERSHED 1 ~ f I 3 \ w
; _ ' ~ USE: VACANT , l t ~ , i
~ ~ i ' ~ 0
-It ~ :I ~ ~i, ~ ~ ~ 1 ~ i ~ I ~ ; ~ I i ~
0 ~ ~ ®z4" SAP ~ 0 ~ ~ i ~ i ~ ~ ~ r~~ < ~ pp °
E l; ~ ~ 24" MA(' ~ ~ • ~F ~ +i 'i V ~ I 1 ~ I ~ a
1 ~ur ? ~
~1 n ' 0 YC LEGEND I ;I ~ \ v .y ~ , , ~ ~ ~ ~C ~IC~ ~ 0
1F . , PROPERTY RELATED ITEMS ~ ~ I ~ I
~ j EXIRTIN6 PROPORED L. i ~ ~ ~ ll~~~~
t 1 ~ - - PROPERTI' LINE 4 3 I i ~ ~ ~ I ~ ~I ~ ~ o.
~ ~ 719-04-64-6573 ~'1 'r ~ ~ - - - e- EASEMENT LINE 1 b ~ ~ r r, ~ y ~ I ~ ~ J , , 1 ~ ~ ~ ~ ~ ~ 1111>Nea~ Main Street
,I ~ 424-01-0048 ~ [ ~ ~ I 1 i ® ~ ; I ~ ~ ~ ~ \ ~ 1 ~ 1 ~ 1 ~ W Durf~am, N.C. 27701
0719-04-54-9516 ~ =t CITY OF DURHAM ~ \ I ~ STRUCTURE DB 2013 0 486 424-01-002 12" Yc ? 0 _ _ - \ ~ ' ~ ~ ~ ~ ~ I ~ ~ p 919.682.0368
THE OAKS AT HaPE VALLEY w ~ Z1aNING~ R-20 ~ -o- o -x=x- FENCE 12" C ~ ~ ~
HDMEQWNERS ASSDGIATIQN INC ~ , ~ ~E~.~ J-B WATERSHED , _ uSE, VACANT RETAINING WALL \ ~ ~ f ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ; ~ f 919.688.5646
DB 2580 / 204 fir?; , ~ ZDNING~ PDR-1.12 ~ 10" IR ~ \ ~ ~ `n I ~ I ~ I ~ ~ ~ W rac"tpa.c~m ~ ~ ~ ~ 010" IR ~ ~ ~ ~ ~ ~ ~ ~
T RSHED - ~ ~ ~ , ~ PAVING ~ F/J-B WA E ` ~ ~ r x-10 ' ~ 9
USES VACANT EXISTING PROP05ED
l ~ CURB 8 GUTTER ~ r ` +
`s EDGE OF PAVEMENT ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ l ~ r~~ 1
r ~ ~ l,~ € 1
`'o I ~ ~ a , : CONCRETE SIDEWALK ° ` ~ 3-IY ~ _ ~ I
a~~ I ~ ASPHALT 51DEWALK ~
" ! l ' r F . K s ~ r ~ J ~ ~ N ~ ~ ~ ~ al N ~ ;
a~ ~ ~ ` ~ ~ HEAVY DUTY ASPHALT SIDEWALK - ~ I ~ ~ d ~ ~ ~1 ~ ~ 1
~ ~ ~ ~ E ' ~ + I ~I ~ i I ~ ~
3°IY 0 ~ srn RTATIDNIN FROM POINT m . ~ i ~ 1+43.at OF )3EGINt~NG 1 i - of
' ~ ~ ~ ~ PDINT DF CURVATURE ~ 1
g + ~ i aT ~ POINT OF TANGENCY ~ I
3-10 + ~ ~ ~ UTILITIES I ~ > ~ E I
~ EXISTING PROPORED o ~ ~ E ~ I
~ ~ UTILITY POLE + e TREE OTEGTIOi~ PT STA ' ~ ~ GATGH BASIN FENGE R.E: 3 -3 I- ZOTEGTIOi~ ~ € ~ ~ ~ ~ I I '~,i I. ~ ~ ~a 1 ~ ~ Prti ect:
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=1,,; ~ ~ ~ RAISED MANHOLE ,E l z ~ 1
~ J ~ ~ 1 -so- .sp STORM DRAINAGE PIPING i I
PC STA ~ ~ ~ , .
73-~ 19.91 ~ ~ GuLVERT ~ ' ~ i ~ - - SANITARY SEWER ~ ~
G:,~ ~ I 6-10 1 ~ ~ ~ -FO- FIBER OPTIC LINE I ~ F ~ ~ ~
c~, r,
~r, , + -3--. NOTE= GIiY OF DURHAM SEWER LINES ~ ~ ,t,' e • ~ EASEMENTS SHALL, BE ACCESSIBLE AT ALL ~ 1 i
s~ _ - ~ AM BUFFER TIMES POR MAINTENANCE AND REPAIRS ( ~ ; ~
~c~ i ~ t ~ ~ THROUGH CONTACT WITH THE GENERAL I ~ } C ~ ~ ` ~ ~ ~ ~ ~ ~ , ~ ~I ~ ~ I , ? nu~a or~xx snncE elan taus ~ E ~ ~ ~ ~ I ~ ~ ~ ~
~ 3-10 1-SY CONTRA TOR. ~ s- t ~
z I Imo.-'' a ~ ~ ~ : ~ ~ ~ NORTH9SOUTH
338 N I 1-BN ~ - - - CONTOUR ~ ` ' ~ ~ ~ ~I ' ~i ~ ~ ~ ~ TRAIL SYSTEM
• ' ! ~ ' X 957.5 • ~ ~F 157.5 SPOT ELEVATION (TRAIL G/L) ~ , < ~ v
s + - STREAK TOP OF BANK) ~ ( \
i
ALL RESEEDING OF DISTURBED ~ rw FLOODWAY
AREAS IN THIS SECTION IS TO BE ~ ~ _ rF - DP AIN FLOODwAY FRINGE) 1 FLOO L (
RIPARIAN GRASS MIX. H ~ 1;~ ~ ~ ° 1 O K i j. ~ i SO' STREAM BUFFER t DURHAM STREAM EsUFFER
' REQUIRED (SIZE VARIER) ' ~ ~ ~
a ~ 4 ~ ~ owNER:
i + NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL z + i ~ TO BE pISPOSED OF OUTSIDE OF THE FLOODPLAIN. d ~ o I ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ A \ ~ CITY qF DURHAM
' ~ I 1~ ~ ~ r ~ ~ ~ I i- ~ ~ 101 CITY HALL PLAZA
''0 ~ I i NO PROPOSED C-GRADING IS SHOWN, of ~ -i NOTE• WHERE / i o°Q~ ! ~ j ~ I ~ T F~ ~ ~ \ ~s DURHAM, NC 27701 +i ~
;~1 _ 3-IV -c TRAIL 15 TO BE CONSTRUCTED TO A / : ~ ~ ~ FINISHEi? 70P ELEVATION THAT MATCHES Nk ~ ~ / ~ I tiE ~ zE \ ' ' i` ~ i ~ / ? ATTN: BETH TIMSgN
; THE EXISTING ADJACENT ELEVATION. ~ / ~ ~ ~ ~ ~ ~ y ~ ~ ~ A ~ PARKS & REOREATIgN DEPT
WARNING 510N ~ ~ ~1 RE: 1/D- p~/ I ~ ~ _ G ~ \ ph:919-560-4355 ~ ( ! ` ~ ~ ~ 1 \ ~ fx: 919-560-4021
~ " LOCATION OF PROPOSED EVERGRE N 0 ITEMS `tip ~ ,a EROSION GO TR L / r ~ ~ ~ SHRUBS ON THIS SHEET IS PROPDRED
` 3-!Y SCHEMATIC. NEW SHRUBS ARE ~ ~ ~ , ~ ~ i ~F
x~ ---gF SILT FENGE (TEMPORARY) RE:2ro-3 ~ 10' WIDE ASPHALT I ; ®10° ' . ~ INTENDED TO FILL IN VEGETATIVE _3 /
~ E PROTE TION FENCE RE•3ro TRAIL R.E: 1/D-1 ~ GAPS. EXACT LOCATION IS TO BE TEMPORARY ~ + ~
PT STA DETERMINED BY CONTRACTOR AND ~ ~ ~ ~ 2
~ LANDSCAPE ARCHITECT TOGETHER TSB TEMPORARY DIVERRION DITCH RE:S/D-s 71-~ 64.31 3-IV . ~f =~=I; ' ~ E I -1.5' s I I ~
~'~~,,I~ ~ BEFORE .INSTALLATION. ROCK PIPE INLET PROTECTION RE:1/D-3 ~ I~ « I ' SEDIMENT TRAP RE:9/D-4 I ~ I 12" P i ~ d ~ ~ \ I i`
PC STA ° 12" P I ® (TEMPORARY)
® : I ~ 71 +39,77 1 „ ~ ROCK GHEGK DAM RE:7ID-4 t 5 +0.0 i ( i 70" .GUM i~ , ( ~ ~ ~ 1
~0 .GUM (TEMPORARY) , } i I ~ ~ j• ~
1 ~ 1 ,i ~ ~ ~ ~ ~ ~ ~
30' BOARDWALK # ~ REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURER :EIS PROTEGTIDN ~ 1 ~ e ~
+ 0719-04-63-6741 AND RESEEDING OF THORE AREAS FOR STABILIZATION !R ` TREE PROTEGTI SECTION ~ 505-02°011 TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. I PENGINO R.E. 3/-I? ~IN~a 31-D-3 0 ~ ~ ~ ~
R.E:6/D-6.1 CMG ~ 794/823 o. DB 1 ~ t °s ~ HOPE VALLEY FARM HOA VEGETATION o, +7. p ~ I ~ ~
6 ! 9 I ~ ~ ~ ~ ~ ~ ®10" .GUM
F J-B WATERSHED ` f EXIRTING PROPORED r~; °10" .cuM ~ ~ USE: VACANT ~
_ ~ ~ TREE TO BE REMOVED ~ (2) BOLLARD 4/D 2 ~ ~ AK
WITH PAINT DIAMON + ~ TREE/RHRUBR ~ r ~ ' ~ ~ r ) ~ I t
_ '6^ AK , ~ cQ NOTE THAT EXISTING TREES 1 ,f + ~ ~ ~ ARE DRAWN WITH RGALED ~ , ~ J~ ~ f ~ ~ 1 r ~ ~ t
~ ~ ~ 3 ~ R00T PROTECTION ZONE l EQUAL TO 1' RADIUS PER P' ~ TEMPORAY B =~1 i
~ TREE TRUNK CALIPER ~ TEMPORAY BYPA55 I . ~ ~ ~ I M ~ ~ ~ ~ ~ ~ ~ ( ~ DRAVIfBNGS N®T RELEASED i a "it I. , I ~ 1 FOR GGNSTRUGT6®N (2ID 's~ u.l I N ~ ~ 010" AP ~ ~ ~ ~ ~ ~ I
~ 3-IY ~ t ~ ~ ~ ~ ~°~,-.f' ~ VEGETATION LINE ` ~ ~ ®10" a~ ~ , \
Q o ~ ~ 'v, ~ ~ Q ~ Job Number: 0837
o \ ~ - WAI2NIN0 SIGN € ~ - ~ ~ A H ~ 3 ~ ~ I :'i~ ~ ~ ~ ~ I:. ~
1 _ s ~ ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF R.E /D ~ G 1 a" aP -n ~ i ~ ~ x, {o~o° AP m ~ 9i
< ~ ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY • 1 ~ ~ 0 rn 1 i ~ Drawn WLR CP JW JC KB ~ ~ Xl ~ , r~ ~ ~ ~ p~ ~ ~ I Checked pAJ EOS TRK SAB T f ~ ~ J ~ ~ ~ "0 ~ ~ I Date 10128105 CD RESUBMITTAL
70 ~ ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN x =~s ~ ~ ~ ~ ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED :I I ~ ~ ~ ~ F ~ ~ ~ Revisions 2!15106 BID SET -
10' WIDE ASPHALT a ~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ ~ ~ c ~ I ~ 3(05108 ISSUED FOR
TRAIL R,E: 1/D-1 ~ ~ ~ ~ ARCHITECT AND VEREFIED BY GENERAL SERVICES AND ~ ~ ~ ~ s ' ~ S5 Z i I, ~ I, ~ ~ ~ ~ ~ CONSTRUCTION
r~~- ~ ~ ~ z ~ DURHAM PARKS AND RECREATION. ~ \ l s l 1 j ~ ~ ~ ~ ; ~ 6!15109 BID SET V ~ ~ ~ ~ ~ ~ ~ 7!14!09 BID SE7
U~ ~ \ PT STA ~ ~ ~ \ 3-IY + ~ \ G~ ~ ~ ! I ~ ~ ~s •z ~ ~ / ~ 7!27109 BID SET REV
70+04.63 ~ , ~
0719-04-53-9554 ~y;'~~~. + 4 5-02-01 OA ~ • , I WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~ TM 2 ,r e ss 3-IY ~ SILT FENCE OR TREE PROTECTION FENGE
D8 3221 4fi8 €:,,r ''r~, \ f ~ ~ o° Cl~ o +
HOPE VALLEY FA MS HOA INC ~ ; ~ ~ CAR °o, A F f J-B WATERSHED ®e•~,ansc~p,a i \ ~ ~ € ~ ~ I ~ 000004, 1 I f ~ ~ ~
PC STA h;..---=~-~,, ; ti a ZONE: PDR-3.44 , , ~ < °;°q d i f ~ ~ o m, ~ I I 4 - I ~ r? CONSTRUCTION DRAWINtaS
USE: VACANT 69+79.85 3-10 ~ ~ ~®~w ~~„9 ; SEE 1A D-1 FOR ! f ~f,°'' •M /D-1 FORRAIL GRADING I ~ ~ ? ~ , ~ ~ ~ 4 a SERL e I r
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. ~ 719 O4 63 4Fi74 p
' ~ ~ 4Z5-02-0108 + ~ ~ ~ I ~ t 2 DB 2018 595 ~ 1 ~ . , ~ i ~ s ~ ~ O~ 000000000 N o o
~ CITY OF URHAM ~ ~ '°~,Fyt A~~',~'' t l~G e f ~ 1 ~ ~ i , ~ oQOw ~Po~ , , ~ TRAIL
TC r ~ F J H WATERSHED o ~ ~Q ~ I ~ ~ ~ ~ ~ ~ ~ ~ //qJ~ ~ ; ~ 1 ~ S. ROX~ORO ST
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11 USE: VACANT I I ~ 1 ~ ~ ~ I I ~Z I ~
M p gtilgqlal q ¦ B Mpq~ SS EC ION
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CD-14 SITE & LANDSCAPE PLAN o GRADING & EROSI0 ;TRAIL - SOUTH ROXBORO ROAD - WOODBRIDGE SECTION w Sheet Number
1 " = 30' Scale 1" = 30' CD-14

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. ~ - 0719-04-54-9516 SEE 1A/D-1 I . ~ I i ~ 424-01-002 SEE 1A~D_1 -FOR TRAIL GRADING ~ ~ I ~ ~ ° ~
I THE OAKS AT HOPE VALLEY ~ a, *
g • r HOMEOWNERS ASSOCIATION INC 3 4i v v!
' 3 DB 2580 / 204 j ' ` ' i ~ * I ZDNING, PDR-3,44 1 ,
EXIST 14" SWEET6UM 0 ` F/J-B WATERSHED 1 I / I ~
TREE TO REMAIN ~ * ~ USES VACANT
S ~ 0 ~ ~ LEGEND v ~ ~ ~ ~
• ~I ~ i, n 1 - ~ ~ 1 ' ~ v~ Z Q
1 : , , PROPERTY RELATED ITEMS ~F'" ~ ~ EXISTING PROPOSED r,
- - - PROPERTY LINE
• I 'F ! LOCATION OF PROPOSED EVERGREEN ~ - - - e- EASEMENT LINE t i € ~ ~ ~ ~ z 111 est Main Street
~ SHRUBS ON THIS SHEET IS € ~
E SCHEMATIC. NEW SHRUBS ARE ~ STRUC1vR~ • _ ~ 1 ? \ ~ ~ Durham, N.C. 27701 • ~ ?N D ~ ` W
' ' INTENDED TO FILL IN VEGETATIVE r' € ~ -o--o- =X=X= FENCE EXIST 10 MAPLE ~ GAPS. EXACT LOCATION IS TO BE ~ ~ z p 919.6$2.036$
REMAIN I ? DETERMINED BY CONTRACTOR AND RETAINING WALL ~ ~ ~ f 919.6$$.5646 \ f
F ~ LANDSCAPE ARCHITECT TOGETHER I ' / W .cJtpa.com .a,. P+~ o ~
BEFORE INSTALLATION> PAVING a„ p ~ ' ~ END HEA DUTY EXISTING PROPOSED
~ 1 yr~ ~ F~
0719-04-54-9516 I 424-O1-002 ; r ASPHALT P VINE GuRB ~ GUTTER ~,,gY.::YY, ~ I / ~ ~l
THE DAKS AT HOPE VALLEY ALL RESEEDING OF DISTURBED EDGE OF PAVEMENT
HOMEOWNERS ASSOCIATION INC PT STA AREAS IN THIS SECTION IS TO BE
DB 2580 / 204 4 CONCRETE 51DEWALK • BO+21.04 RIPARIAN GRASS MIX. ZDNING~ PDR-1,12 I TREE i'ROTEGTION .
F/J-B WATERSHED ~ ASPHALT 51DEWALK 1=ENGING RE. 3/-C?-3 ~ ~ ~ Vie..; -~-w. ? ~ / '
USES VACANT i:;~a
' 6-MG TY ASPHALT SIDEWALK HEAVY DU ~ ~ ~ E., ~ ~
€ I / .d
• 5rA STATIONING FROM POINT t+as.ai OF BEGINNING i ~ I ri I I
~ POINT OF CURVATURE ~ ~
14" MAP * ~ POINT OF TANGENCY ~ PT STA UTILITIES I ~
79+74.96 • EXISTING PROPOSED / ~ I ~ ~
UTILITY POLE
T STA / Project: ~ ~ ~ ~
GATGH BASIN * +63.64 • 1 I= /
• RAISED MANHOLE ss
„~=~Y, , --so-- so STORM DRAINAGE PIPING
" CULVERT I1 y • ~ , ° ~ 2~ E TRAIL
r- ' > - - SANITARY SEWER ~ ~ ~ f I _
~ Z PC S A -•-FO-- FIBER OPl'IG LINE 79-x.18.97
a ~ NOTE: CITY OF DURHAM LINES 8 > EASEMENTS SHALL AGGESaIBLE AT ALL . ~ ~
' ~ TIMES FOR MAINTENANCE AND REPAIRS ~ ~ ~
THROUGH CONTACT WITH THE GENERAL / ~ ~ . ° . • 1 r~ I
> CONTRACTOR. 0719-0 -64-6573 . ~ z;
. 424 01-0048 TQPOGRAPHY TY •DF DURHAM r ~ l
338 B 2013 / 486 - - coNrouR
' NINE, R-20 X 151.5 ~ 157.5 SPOT ELEVATION (TRAIL G/L)
r:- F/J-B WATERSHED ' USES VACANT > a STREAM (TOP OF BANK) ,A f
> • ~
FLOODWAY ~ I ~ tau
BE IN HEAVY DUTY 10'° P _ _ o FP FLOODPLAIN (FLOODWAY FRINGE) ASPHALT PAVING • / ~ r ~ ~ /z
. ;y4%~,:~' I f-PL 5D' SFREAH BL~FER DURHAM STREAM BUFFER ;3/U-1(222 LF) ~ - _
> REQUIR.ED (SIZE VARIES)
4-BN r NOTE: NO FILLING IN FLOaDWAY, ALL EXCAVATED MATERIAL
• ~ OSED OF OUTSIDE OF THE FLOODPLAIN, ~ ~ TO BE DISP • ~'#`J~ -1 I .I ~ ° _ / ~ OWNER: I ~ CITY OF DURHAM
' Q ~ 1 ~ I ! ~ ~ ~ r+ 101 CITY HALL PLAZA
~ > NOTES NO PROPOSED GRADING IS SHOWN > ~ TRAIL 15 TO BE CONSTRUCTED TO A ' 0 ~ j 0 ~ DURHAM, NC 27701
. ? 0 0 FINISHED TOP ELEVATION THAT MATCHES ~ ATTN: BETH TIMSON
~ * ~ THE EXISTING ADJACENT ELEVATION. ~ * r- ~ ~ 2~ PARKS & RECREATION DEPT
1 0 \ ph: 919-560-4355 i 7S / E fx: 919-560-4021
~-PY ~ ERaSION coNTROL ITEMS ~ ' ~ PROPOSED / 3
~a I :2 -3 ' . / ~E ! ~
-~-•~F SILT FENCE (TEMPORARY? RE /D ~ --s;~~ 11~v ~
p0 ST/~ ~ . ~,3 E PROTE TION FENCE R,E:3lD-3 G .1 (a TEMPORARY ' ~ 16 PO / i ~ ~ / ~ ~ ~ i wl
ll X16 Pty ~ g/~, ' , ' s - rsn - TEMPORARY DIVERSION DITCH R.E:5/D-3 ~ ~ ~ ~ ~ ~ ~
T I,
_ ~ ~ ~ ~-MG t ~ 80,8 ROCK PIPE INLET PROTE
' ~ ~ , > i F SEDIMENT TRAP R.E: 9/D-4 : , ® (TEMPORARY) it ~ N ~
A W t, ~ t~, ® ROCK GHEG~ DAM RE.7/D-4 ~ ~ , i ~ ~ GUM ° ~ _ ? ~ r%~ ; ~ ~ J, ~,G~° \ ~
~ > ' 1L t- ~ (TEMPORARY) GUM ~,f I ' ` ~ 3 ~
' ~ ~ ~ ~ ~ i ~t ~ ~ ~ ~ / / ss i ~C Q ~ `~~t?
OF ALL TEMPORARY EROSION CONTROL MEASURES YC~ REMOVAL ~ ~ ~ _ I I ATION 15 • , ~ Ij ~ \
• ~ 9' i r\ * 'Ti Sd AND RESEEDING OF THOSE AREAS FOR STAB L Z t - TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS.
~ fR o ~ ~ ~ ~ ~ o° j i ~ ~ gg ~ _ , \ / ~
N ® ~ V~GETATIaN > ;v 0
~ ~ .1 EX15T{N6 PROPOSER CLEAR To EDGE of ~ , .
~ 3~~~, r,t ~ ~j,, >>AK TREE TO BE REMOVED " CREENWAY EASEMENT , ;
1~©~~ ~ ~ TREE/SHRUBS ~ E ~ i ~
3-IY ' ~ ~ ~ NOTE THAT EXISTING TREES • ~ ~ ~ 6^ aK ~ ARE DRAWN WITH SCALED ~p ,
~~I * ~ ~ ~ ~ ROOT PROTECTION ZONE ' ~ ~ EQUAL TO 1' RADIUS PER 1"
TREE TRUNK CALIPER r , ` I ~ , ~H t ~ ~ N DR~iNINGS NOT RELEASED . g I ~ ~ ~ [ ~ ~ l t ~ / A ~ ~ ~ ~ FOR CONSTRUCTION
T VEGETATION LINE
i~ - • ~ 0719-04-64 6573 ~ ,y~, ? ~ 424-01-004B
' - CITY DF DURHAM 0719-04-63-674 ~ /1 ~ t ~ ~ v, i ~ ~ z ~ ` ~ ~ Job Number: 0831 y j '~N, ; i~ ! p~ i ~
+ 505-02-011 5 A UME 5 CTIONS OF j DB 2013 / 486 NOTE: FOR BIDDING PURPOSE SS E / I ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ Drawn _ WLR~CP,JW JC~KB---
ZDNING~ R-20 ~ ~ DB 1794!823 FLAT BOARDWALK LONG BOARDWALK, AND HEAVY DUTY ' 3-MG F/J-B WATERSHED ' H PE VALLEY FARM HOA N ILL BE CONSTRUCTED AS SHOWN ~ ~ ~ ~ ~ ~ II 'i I ~ CheCketl~ DAJ EOS T, RK,_SAB _
• J--B WATERS D ASPHALT SECTIO S W USES VACANT r ~ / I ~ II ~ ~ ~ ~ ~ + ~ € I ~ ~ , ~ Date,----10128105 CD RESUBMITTAL ~ } € ~ \ ~ ~ ~ ~ Revisions 2195106 BID SET _
> ~ USE: VACANT ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ ~ I ~ ~ S RUCTION BY LANDSCAPE ~ ~ ~ ~tt'i ~ ~ ~ ~ ~ ~ ~ ~ ! ~ 3105108 ISSUED FOR
r ~ IN FIELD DURING CON T ~ I ' 3-I'~ ~ , ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ " I . ~ ` ~ ~ j 1 ~ ? ~ t t~ ' ~ CONSTRUCTION _
PT STA ~ ~ ~ ~ " DURHAM PARKS AND RECREATION. ' 76.26.30 - ~ i N f ~ ~ 3 ;v ' 3~ ~ '1 ~ y' r 6115!09 B1D SET
I i I ~ /
PC STA -P ~ -a ~ ~ _ _ . -
. "rj l x.',``'~ r,~~ WHERE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS 76+15.91 ~ ~
~ . ` ~ ~~`-;I~, * ~ + SILT FENCE OR TREE PROTECTION FENCE ,,7 k I +
~ " / ao: ? ~ --~-i 1
~y ~ S ?TAR SEWER ~ 9A~e/tt1111BS / ~ THE PROT~GTION • ~ y ' ~ ~ ~ I ~ ~ ~ ~ / ~ ~ ~ ? ~ ~ I ( CQNSTRUGTIQN DRAWINGS FENGI Ga RE: ~i/-D-3 ~ ~ ~1~ ~ ~ v, ~ ~ , / ,
•~c~~ ~ o°°~ CA ~'°i °~p00000°p0 ~ FEI ~ ;EASE ENT 1 R p Z CA / 10 B GUM V ~ ~ ~ ~ ~ • ~
~d x=. ~t i Q` . NOSC < ° ~ oocoa o ~ . ~ ~ ~ ~ ~ ~ ~ ~ 1~° ~~C ~ ° ~ ~ Sheet Title:
/ ~ ,
10 WIDE ASPHALT 1 ~ ~ ~ ~ ~ ~ ~ o • 1 t f ~ ~o ~ . ~ ~ SERL o ~ ~ ~ ~ , v,; ~ ~ ~ ~ ~ ~ , ~""I'!f! ''RAIL -
TRAIL RE: 1/D-1 ~ ~ ~ 105 p a m N ~ 27842 ° off; a r, I ""1 a ~ • 9 / ~ I f 1 ~ t
° / •aa,nre~en Y?77:e 47 h ~jr € I I f " ~ ....{-1 «s5
r 1 V °,0®r IF ' MU-1-10N I
1//N H A4 t °400 ~pO ~v-.9090®° ' Oq9 rt ,?ooc (YJ Ipp0 p0~ 0004400~
TMs; SITE & LANDSCAPE PLAN 711ql.*l GRADING & EROSI EROSION CONTROL PLAN 30 0 30 60 90 t
Sheet Number
fr TRAIL - WILLOWEIDGE SECTION 1
= 30 Scale 1" = 30'
s4;a'3 ~F,

i

I ~ / DELINEATED - "
WETLAND AREA r' / ~ti N~ ~
468 SF - .01 AC ~ ~Rn i 16 1=LAT BOA32DWALK o ; ~ /
NO IMPACT RE: 7/D-6.1 - ~
z I '2) BOLLARD 4/D-2
11TH PAINTED PT STA P I ~ _ ~ ~ ~ ~ a
DIAMOND 87+72.71 ~ f r, a s i 1 , , ~ ~ I-~2 -51LT ~ENGi=~: 2/D-3 x t ~ ~ ~
~
LOCATION OF PROPOSED EVERGREEN ~ ` ~ ~ PC STA t ~ .o~~`~ ~ r
SHRUBS ON THIS SHEET IS 87+61.89 ~ ~
SCHEMATIC. NEW SHRUBS ARE ~ 12 Yc , ~ l _ J , . L ~ ~ ~ ~ ~ ~ ~ . 12 YC `s' ~ C~
c~ „ - _ o -1 Q Y " INTENDED TO FILL IN VEGETATIVE s _ ~ ~ ~ Fj~/ A tr ~r., , o ' / ~ ~ /fit j r ~ / 1, A
GAPS. EXACT LOCATION IS TO BE f ,
DETERMINED BY CONTRACTOR AND ~ r ~ , ~ ` LEGEND LANDSCAPE ARCHITECT TOGETHER _ ~
BEFORE INSTALLATION. ! PERTY RELATI~D ITEMS ( PRO
EXISTING PROPOSED i ~ ~ / TREE PROT~GTION 1 / / J ~ ~
ALL RESEEDING OF DISTURBED ~ ' i - - PROPERTY LINE ~ 1 ~ENG~ ice: 3/D-3 \ r' `~Y® 3f wf' ~ ~ / ~ a ,F r LtJ~ ~1~ J i*7 a
AREAS IN THIS SECTION IS TO BE 01 g' P _
- e- EASEMENT LINE RIPARIAN GRASS MIX. o:~ ~ ~ ~ 111 West Nlain Street ~z C I o'
~ r n ~ ~ 5TRUGTURE in ~ ~ ~ ~ . ° ! ~ ~ ' f ~ W Durham, N.C. 277Q1 / \ ~ ° ~ ~ ti.' ~ lu~ ~ z p 919.6$2.0368
',~b., t -c-o- =X=X-= FENCE
RNING IGN , a RETAINING WALL ~ ~ \ r ~ f t' , ~ ~ ~ ~ - i `~f ~ ~ ~ 919.688.5646
1/D-8 r` ~ V ~ ~,f ~ ~ i ~ ~ ~nnr.cjtpa.com \ \ ~ ~ \ ~''~I , ,
j PAVING a
i EXISTING PROP05ED ,f ~ ~ t., ~ ~ ~ ~ I ~ I I
6 ~ 10" SYC CURB +E Gt1TTER / ~ ~ X10" SYC ~ ~ 1 ~ ,
r I
EXISTING ~ _ EDGE OF PAVEMENT WOODBRIDGE / ' f~ I I I / ~ ~ ~ ~ ~ 1 f
0719-02-65-7360 r~' ; coNGRETE 51DEWALK PARKING LOT 424A-01-005D ~ 1 ~ / F ~ I. ~ ~ J
' ~SEWE , WOODBRIDGE III HOME o,,, _ ASPHALT SIDEWALK ~ ~ ~ 256.9 ~ ~
OWNERS ASSOCIATION INC ; APEMEN;
FlJ-B WATERSHED ~i' !a' ! :~1~ DB 1144 1871 `y h HEAVY DUTY ASPHALT SIDEWALK f ' t c:~ ~
ZONINGS PDR-4 ~ ` ~1a eIR = ~ !r, 010 BIR ~ ~ g f
USES VACANT ~ t ~Ta STATIONIN FROM POINT . • _ ~ ! ~+~r3.21 OF BEGINI~NG ~ / ' r ? ~;j
i ~ , ~f,: z ~ b f ~ / - a P~ POINT OF CURVATURE ~ lC fr i" r° ' ~ I G
o ; ;+r 3-PL= ~ ~ ~r ~ ;rt ri 0 POINT DF TANG>=NGY / ~ !r t a 10' BIR ~
1 ° IR UTILITIES ~ a~t ~
~ EXISTING PROPOSED ~ 1
~ ~ ~ UTILITY POLE ~ ; ~ ~ l ~i r ~ , I k / I I ~ Project:
f ~ GATGH BA51N ~ 1 IR ~ ~ / ~ ~ r';~ !r ~ 1C~' BIR / , ~ ll
WARNING 516N j ~ RAISED MANHOLE ss i
RE:1/D- _ I ~ ,
( -sa- ~so~ STORM DRAINAGE PIPING / ~ 71 CULVERT ~
° ~ f 6-MG ` - SANITARY SEWER ~
a 1 \ ~
rf -~-~eo- FIBER OPT1G LINE ~ ~ \ _ + ~ ~ ~ IR ~ ~ \ ~ ~ \ ~r , ` ~ o BIR ' _ / / l `~V~1'
i ~ NOTE: CITY OF DURHAM ~ L{NES \ ~ - - }
~ l rt TS SHALL 6E AGCE5516LE AT ALL ~ f 6-LB TIMES FOR MAINTENANCE AND REPAIRS ~ f ~ 1 ~ _ ! ~ / ° / ~ ~ ,i Duax~ O~EZr 3aac~ urn Txnus
,~t ,1 THROUGH CONTACT WITH THE GENERAL
; ~ a 4.. 8 R ~ CONTRACTOR. ~ ~ ~ _ ~~p~
TOPOGRAPHY 3-PL ~ ~ r \ f
- i~ 7 a tir~ ~1,~r' 338 _ PT STA F h~ 11,,x, coNTOUR , ~ t' ff o „BIR ~ ~ ~
84+78.42 ~ ~ ` ~ ~ ~ ~ u>.r r ; 2 X 157.E + 157.5 5POT ELEVATION (TRAIL C/L) / „a r~~
, MT _ { 252 3 . . . . . . ~ i ! ; ~ _ ~;a
- STREA (OP OF BANK) PC STA ~ ~ a .~a i` ~ ~ ~ ~
84+62.04 ~ ~ ,~~o FLOODWAY 3-16 i r~ ~ l ; ~
4'~ ;,=W ~ / / 1 ~ - ~P FLOODPLAIN (FLOODWAY FRINGE) ~ ~ _
30 LP FLAT O 0719-02-75-3533 - •_,.~=zV ~ 506-01-007 50' STRE~l4 BUFFER - rn 1 ~ DURHAM STREAM BUFFER
BOARDWALK RE: N ~ ! HOPE VALLEY FARM HOA i2EG2UiRED (SIZE VARI~a) t s ~ J i~ ~ / ~
ss 7/D-6.1 ~ 3-PL . ~ a DB-2356 / 949 ss u. p Q t F/J B WATERSHED IN FLOODWAY. ALL EXCAVATED MATERIAL ~..w l~ ~ r 1 R NOTE: ND FILLING S~ OWNER:
t: =F ~ ZONINGS PDR-4 TD BE DISP05ED OF OUTSIDE OF THE FLOODPLAIN. h jTgRy ~ ~ (f , ' CITY OF DURHAM
~ ~ USE. VACANT (2) BOLLARD 4/D-2 ~ ~ ~ S~~~~~ ~ ~ ~ t' ~ 101 CITY HALL PLAZA
q. ~~.o WITH PAINTED DIAMO 3-IG ' ~ 2 ' CLEARING FOR STRE NnnTE= NO PROPO~D GP.ADING 15 SHOWN, ! / s j ~ ~ DURHAM, NC 27701
y ' t RE IR ACCESS TRAIL 15 TO BE GONSTRUCTC-D TO •A FINISHED TOP ELEVATION THAT MATCHES ~ I ~ / t~~ ATTN: BETH TIMSON ~ ~ ~ ~ 1
;a ' ¢ PLAN NGS TO E OVIDED " v ; ~ THE EXISTING ADJACENT ELEVATION. ~ J ~ ~ ~ _ ; PARKS RECREATION DEPT I 1 : ~ :
~ ~ AFTER M REPAIR , 1-,N • WORK 15 COMPLETED. PoR ~ ~ --I--'<-51LT ~~NGI= R~: ph:919-560-4355
. ;;.-r.~; ~ s~ ~ ~RO~ION CONTROL IT~M~ st 6-VAr STREAM REPAIR 5EE DETALI.` PROPOSED ~ i ~ ~ ~ , - ' fx: 919-560-4021
~ r, • t ~ t 3/D-4 ~ ~ ~ a ~ 1 ~ ~
Ii Q i ! -SF 51LT FENCE (TEMPORARYI RE:2/D-3 END HEAVY DUTY 3-MG
ASPHALT PAVING rh ~r co, TREE PROTE TIDN FENCE RE:31D-3 _ ' ' 4'? ;:r~ ca ~ (TEMPORARY .::z- S ~
~ 3~IY i ~ ' . Tsn TEMPORARY DIVER510N DITCH RE:5/D-3 r ~ JG~~i~ .
~ t 3-LB o ~ _ ~
1 " ASH ~ € ~ / ''1 ~ pl..o ROCK PIPE INLET PROTECTION RE:1/l7-3 ~ g 79 ,Qo 1 ' ASHY fp ' ~ ~ \ 250
a ' ?9.7~ SEDIMENT TRAP RE:9/D-4 I ~ (TEMPORARY) TRES F'ROTEGTION ~ ' ~ I ~ / ~ ~
~ ~ ;`f ROCK GHEGK DAM RE: 7/D-4 ~~NG~ RE: 3/D-~ ~ TREE Pi~OTEGTION ~ /
• i' 3-IV; ~ (TEMPORARY) BEGIN 40 LE HEAVY ~ ~ ~
DUTY ASPHALT ~ ! ~ / _ ,
~ ° ~ PAVING 3/D-1 t REMOVAL OF ALL TEMPORARY ER051ON CONTROL MEA5URE5
P ~ AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS ° 18' PO ~ ~ TRO PLANS. , 1 fff a 18' PO / ~ w .k, r /
WARNING SIGN , ~ TO BE COMPLETED PER APPROVED EROSION GON L r .y~ ~ ~ i i \ y ,7~ r ;
RE: fro- ~ i' VEGETATION ~ ~ ~
~ 15TING PROP05ED i ~ EX f:
0719-04-54-9516 ~ ~ ~ ' .o o' ` ' . TREE To BE REMOVED t` ~ r ~ ~ I f ~a
424-01-002 ~ I t` i ~ e ~ ~K 10" scuM~ ,3-MGF 0719-0_ 54-9516 TREE~SHRUBs \ 10" S GUM o ~ d ~ f / :l
THE OAKS AT HOPE VALLEY F ~ 424 01 002 • ° NOTE THAT EXISTING TREES HOMEOWNERS ASSOCIATION INC of ~ / THE UAK AT HOPE VALLEY AK ARE DRAWN WITH SCALED
' 4s 1~ 3-IY ~ ROOT PROTECTION ZONE DB 2580 / 804 ~ HOMEOWN RS ASSOCIATION INC t DRAWINGS NOT RE4.EASED
ZONINGS PDR-1,12 EQUAL TO ~ RADIUS PER 1 ~9 ~ t B 2580 / 204 TREE TRUNK CALIPER
F/J-B WATERSHED ~ ~ 1 { ONING~ PDR-3.44 ~ v ~k ~ i i FOR CONSTRUCTION ~ f
USES VACANT ? ~ ~ ' ~ ~ F/J-B WATERSHED ~ VEGETATIaN LINE t ° 1D' POP l ' ~ 0 10' POP i' ~ i ~ / ~ ~ Job Number. 0831
: ; j` 3-!YF USE. VACANT f ~ t/ t f I
~ :FOR BIDDING PURPOSES ASSUME SECTIONS OF • NOTE SEE 1A/D 1 FOR 1 1A D-i FOR TRAIL GRADING ~ ~ J ~ ~ Drawn WLR CP JW JC KB i'
• ! FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY • t : f " t ~ 2 4 .3~ ~ ~ bete ked DO128l05 CD R SUBMITTAL
I / ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN j f i f{ f / i ~ ~ -
? J ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ f' iN FIELD DURING CONSTRUCTION BY LANDSCAPE " r ~ ~ 1 / Revisions ~115I06 BID SET
; 0 19-04-~4-673 ARCHITECT AND VERIFIED BY GENERAL SERVICES AND a i } ~ ~ ~ ~ ~ ~ ~ 1 31Q5108 ISSUED FOR / CONSTRUCTION ~ _
424-0'-0048 DURHAM PARKS AND RECREATION. ~ / ~ f ~ r~ 6!15109 BID SET E 'y air 0 1 B R ~M
10' WIDE ASPHALT ~ ' ! ITY 0 ~ DUR~IAM ° 1 " B R DB 20I3 1.°486 ' 7114109 BID SET ' ~ ' r7` 3$ ' ~ ~ r ~ 7l27t09 BID SET REV
TRAIL RE: 1/D-1 . r'~ ZONING R 20 ~
/J-B ~~IAT SHE ~ ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS 14' BEE ~ ~ ~ ~
o USE'S VA ~ ANT ~ d ~Op~ 14 BEE ~ 5 SILT FENCE OR TREE PROTECTION FENCE 249.0 ,7 i Z~ tip ~ ~ ~ ~
t p F '~M j ~ '~'t' V ~ i e X0440 ~ f} j ~y i Op0 r !Fn ~ \ 1 f~f ' /4 ~ /~~r
i` ~ ~~~~oreN ~ ~ D~p00000d000 ~ ft / l ~~9 I f~~ Q~ l.1"1 ~0 CA ~;°0°° ,ad c', ;~q ~f, ~ / CONSTRUCTION DRAWINGS
t~ ^ O 1Q-PL a ~r' C A ~ ~ 0°/~'~~ aaoeao aoeao ~ i
• ti f ~ V . o ~ ~ ~ UTILITY POWER » c~ . F ti n ~ f 1
s~ Vt / e 4+ o Q EASEMENT ;W ~ o SEAL oti x. ~ ° ~ ~ f ! / ~ ~ / Sheet Title: r a 1 SEAL a a r~ dr f{ t ' ~ /
~ ,i x 1050 x c ~ 0 27898 0 a t ~ 0 a i ~ X7892 L '
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SECTION
CD 16 SITE & LANDSCAPE PLAN GRADING & EROSIO TRAIL - WILLOWBRIDGE SECTION 2 & EROSION CONTROL PLAN 30 0 30 60 90
Sheet Number
Scale 1" = 30' CD-16
1 $1 3 01
x+

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• I ~~i ~ ° ~0, ~ ~ ~ ~ o
r~ , , l 20 IF FIAT ~ ~ r ~ ~ ~ ~ ,r z
- BOARDWALK RE: ~ ~ I ' ~ LEGEND i ~ -
7lD-b.1 ~ r ' ~ . ° % PROPERTY RELATED ITEMS ~ r ~
~ EXISTING PROPOSED ~ ~ ~ r - 2 ~ ~ ~ 10" SH ° ~ ~ ~ ~ ~ ~ ~IJ ltl~JU 11 U~~R6~.
~ c PROPERTY LINE ' ~ o
r ~ i ~ 2 A 4 D-2 l ` - - EASEMENT LINE ~
WITH PAINTED o' <<i - 1111Nest Mann Street ` \ / t J ~ TREE PRO ~GTIO ~ ~°d t`~~ ~ Durham, N.C. 27701
i~ +o X _ ; ~ TU ~ ~ STRUG RE • DIAMON ~ ~ ~ ~ ~ • • ~ ~ENeiN~ R>?.~3iD-~ ~ J 919.69200358
_ o--o - -x=x= FENGE
RETAINING WALL t 0719 2-75-3907 ~ ` ~ • ,r ~ f 919.6$9.5646
TM 422-01-012A , ~~°KIV HAITHCBCK ~~0719 2-75-3907 ~ ~ ~ .cjtpa.com I ~ ~ TM 42-01-012A ~ ~ ~ ~ r' ~
~ PAVING ~ ~ I ~ ~ KIV HAITHC~CK ,i~ i
' ~ F/J B WATERSHED~~ EXISTING PROPOSED ~ b~ ~ ~ ~ t ~ - I F/J B WATERSHED~~ ' ~ ~ ~ \ ~ :1 r
W , ~ ~ ' _ CURB 8 GUTTER
~ ~ r - - - EDGE OF PAVEMENT
07 9 02 75 1973 ° ~ ~ 482- 1-018B
~ ~ r` TTY BF DURHAM • : ; GoNGRETE SIDEWALK r ~ r DB 80 / 598 - - 1 ~ , ' ~ ~ f
~s F/ - TRH ~ ~ ASPHALT SIDEWALK ~s v T ~ 1
• ~ ~ Q I -1 - , ~ N
• ~ y ~ USES VACANT HEAVY DUTY ASPHALT SIDEWALK 1 f l ,~a . ~ •
a END HEAVY e ~;~r, , i
~ DITTY ASPHALT ~ ~71;~;' sTA STATIONINCa FROM P03NT ~+~.2t INNING ~ . o PAVING. a~ ~ oFBEG h l~ ~ r J
o ~ Pc POINT OF CURVATURE ~x
z f POINT OF TANGENCY O 8 SGH~DULE SO • _ UTILITIES ~ / g~ Tq _ l a`0 ~r w
,PVC CRITTER PIPE) • PROPOSED ~ r' i ~ , ~ :~~E~.~a ~ a , ; ~ 'Q ~ ~ ~ 4 .
- EXISTING °MIN. 15 LFy } UTILITY POLE ~ ~ A_~ ~z w ~ a , Aaq~ a
~ ~ ~ ~ , ~ W J'RA~~I '"b f` .J~ w • ~ K Pra}ect:
CATCH BASIN a a t- ~ ~ ~ ~ / I _ - ~ .
1i , - - ~ I • v ss RAISED MANHOLE ~ , :y~: ~ THIRD FORK
• RN ~ SIGN ~ ~ ~ i ~ a S y ----so-- sp STORM DRAINAGE PIPING
~ • - (D-8 • ~ • ~ r ; - CULVERT
DELINEATED ~ _ ~ ~ _ WETLAND AREA ~ ~~r ~ - - SANITARY SEWER ~ ~ ~ ~4j~ ~ A ~ J
8479 ~F - .19 AG y .a t ~ -~o- FIBER OPTIC LINE ~ ~ u ~ t of J u ~ a •
IMPACT AREA • Rif ~ _ ~ w ~
" ~ 071 =02=75=3967 : G AM Sf=VdER LINES ~ ~ ~ NOTE {TY OF pURH 473 SF - .010 RG W ~ W TI4 4Pi-Q1-012A ~ EASEMENTS SHALL BE AGGE551BLE AT ALL ~ ~ \ I ~ ~ 071 02=75=3907
~ ~ i ~ KIVA HAITHCGCK . 0 , TIMES FOR MAINTENANGE AND REPAIR5 _ a . TM 4?~2-01-012A . ~ ~ ~ 1 r'~ KIVA HAITHC~CK
~ ~ ~ THROUGH CONTACT WITH THE GENERAL ~ • • . • t~ F J-B WATERSHED , ~ ~ CONTRACTOR. ~
S : r„~ y ~ i • . 8459' ,r:~ ~ TOPOGRAPHY ~ • ' • . , . ~ ~ a F~J-B WATERSHED
.Ol r' 33E'i i ~ n
338 ~ ~ ~ ~ . - _ , ~ : - CONTOUR v ~ ~ N TRAI G 2 48.2 ~ ~ ~ • ~
f ' { 05.93 - _ ~ x t57,~ + 957.5 SPOT ELEVATIO L /L) ,t~ BEGIN 40 LF HEAVY ` a ~ ° _ ~ ~ _a x2~.~, , ~ . • • . TRAIL SYSTEM ~ f. ,
~ Z SS ~ f a ~ Q, w ~ DUTY ASPHALT ~ a ~ STREAM (TOP OF BANK) ~ ra ~ _ ~ ~ ~ ~ ~ ~ $s w
~ f d PAVING RE. 3/D-1 ~ ~ ~
' / i ~ ~w FLOODWAY 1Fs It1 L),~ t t f
i _ _ z ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) T~fl~ FC~R~GREE~
eV ,i4 50' STREMI BI~FER .t~ ' T STA ® w ~ DURHAM STREAM BUFFER
~ e~ 91 +5 ,73 . REQUIRED (SIZE VARIES) ~t~ 251.2 u, ~ d J ~ _ '4 r~~
i~r ~ o NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ ck ti
;ttN - F ' ~ f TO BE DISPOSED OF OUTSIDE OF THE FL0097PLAIN. r w w . .i ti TREE PROTECTION ~ ~ ~ ~ ~ 1 ~ ~ r ~ CITY OF DURHAM
} ( r 1 ' ~ 101 CITY HALL PLAZA
~ ~ ~ ~t~ , f ` - . NOTE: WHERE NO PROPOSED GRADING 15 SHOS~IN, gz EENGE RE: 3 W ro ~ e ~ ? f,%~ ~ DURHAM, NC 27701
; 016 OA - TRAIL IS TO ~ CONSTRl1GTED TO A • ~ • ~ ~ ~ SS FINIS9iED TOP ELEVATION THAT MATCHES ` ATTN: BETH TIMSON
M ~ ~ w THE EXISTING ADJACENT ELEVATION. • ~ ~ ~ ~ ~ ~ ' S~ ~ ~ ~ ~ ~ ' ~ • % ~ ~ PARKS & RECREATION DEPT
• ~`~4~ ~ / _ a ~,~,r~ o; ~ ;fir ~ 51LT FENCE RE: ? ~ - !i / ~ ph:919-560-4355
I j EROSION CONTROL ITEMS ~ T PC ST ' ~ _ a PROPOSED fx: 919-560-4021
r 1 ~ f 91 + 1 .92 r~' ~ ~ `J' SILT FENGE TEMPORARY) RE, 2JD-3
0719-02-65-8677 ~ , ~ ~ ~ ~i ~ ~ ~
424-01-006 _ ~ ~ ?r-f ~ „ E PROTE rloN FENGE RE:3ro-3 WGBDBRIDGE III HOME ~ ~i TEMPORARY
pWNERS ASSOCIATION INC • ~ . ~ ~ 1 s ~ . 51LT FENCE RE• ° ' f 14: S ~
F/J-B WATERSHED ~ ~ ~ OVERLAPPING 25 TSn TEMPORARY DIVERSION DITCH RE.51D-3 ° • F w AND 35' SANITARY 8 ROCK PIPE INLET PROTECTION RE: 1/D-3
DB 1144 / 871 t, ,laoo ZiJNING+ PDR-4 _;'F ~ o SEWER EASEMENTS
, P SEDIMENT TRAP RE.9/D-4 4t , USES VACANT ' _ ® (TEMPORARY) -
r . 9 .7 WARNING SIN - ~h , , DELINEATED ~ RoGK GHEGK DAM RE:7/D-4 ~ ~
RE: 1 -8 ~ ~ ~ ~~a ' • ~ WETLAND AREA (TEMPORARY} o,.; d_ ~ ' ~ ~ .i ~ oFe ,(a
i* I . ' 17838 SF - .41 AG f1 / ~ . X251.3 4 ~ ~ ~ ~ ~l~ '~~f ~qt r'
PT ST , NO IMPACT AREA REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES 2 ~ ~ ~ `
$9+97 40 . * ti EDING OF TH05E AREAS FOR STABILIZATION IS ~ r~ AND RESE 2 BOLLARD 4/D-2 - ' ~ ~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. ~ ,~a~ ~ ~ 2-B RIP RAi RIP RAP BANK STABILIZATION ~ ' ~ ~ (36" SEWER) ;.~~;.;fiy~°~
WI PAINTED DIAMOND ~ 25 LF FIAT AS SHOWN RE. 5/D ~ ~ , ~ ~ ~ GROUND 252± ''s,~' • '•p~°~e
vx~ VEGETATION BOARDWALK RE. 7/D-6.1 ~ ~ ~ ~ INV=240.08 ®'~>~1~t1A~
EXISTING PROPOSED i ;1'1 na SS
PC A ° TREE To BE REMOVED DELINEA WETLAND AREA , ; ,,:,ti ~ . ° aK
1 SF - .078 AG . • ~ 90 9.47 1 ~ TREEISHRUBS ~y~~ 1~ ~ s ~ ~ GROUND 252+
,1:,'~oh - ~ ~ NOTE THAT EXISTING TREES IMPACT AREA 6• aK ~ ~ r . ~ ~ . ~ ,1 ~ ~ ~ INY=244.82
PC STA ~ ~ ARE DRAWN WITH SCALED r'~ ROT PROTEGTIDN ZONE 20 SF - .OOG o 89~-61.$4 f` • ~ EQUAL TO 1 RADIUS PER 1 ' ~ A ~ ~~'t , ~ , ~ ~ I 1
TREE TRUNK CALIPER , . ~ ~ ~ • ,a , ~ ~ DRAtNINGS NQT RELEASED r~~,'
' . n WARNING SIGN r v „ o ~ 1/D-S VEGETATION LINE - • ' ~ -~P' ~ ~ ~ ~I ~ ~ TEMPOi2ARY 5Ti2EAM PAR C®NSTRUCTI®N 51LT FENCE RE ~ /r ~ ~ GR0551NG-0N51TE
• 10 WI ASPHALT r fi'' 2/D-3 ! f ~ i I I Job Number: 0831
TRAI : 1ID-1 ~ 10° A ~ i ~ r~` ~ t, DETERMINATION ~ j' 1 p" •A~M ~ ~ ~
1 ; ~ ~ ~ ~ RE: 2/D-4 F ~ ~ . ~ n J r ~ ~ 2 J ~ , 2 Drawn WLR CP JW JC Kfl KH ~ _
WARNING SIGN ! _ ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~'~~~.r~ ~ - - FIAT BOARDWALK LONG BOARDWALK AND HEADY DUTY ~ ~ ~ ? ~ ~ ~ ~ ~ Checked DAJ EOS TRK SAB KH ~ ~v t ~
RE= 1/D-8 ~ 14" B E 0719 02-75 3533 ,r'` ~ : 506-01-007 ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN 1 ~ ~ E ~ ~ f - - ° 14" B E % Date _ 10!28(05 CD RESUBMlTTAL
,'v HOPE VALLEY FARM HIOA TREE PROTE c~ ~ ~ ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED TREE PROTECTION ~ / ~ ~ ~ ~ ~ ~ ~ Revisions 2nems BlDSET FENCING RE: 3lD-3 i ; ~ 1 (f 4i~`` ~ t , ~ _ / ~ ~ ~ 3!05!08 ISSUED FOR
~ a h`~ DB 2356 / 949 FENCING RE: WARNING SIGN df i ~ , ~ ~ F/J-B WATERSHED IN FIELD DURING CONSTRUCTION BY LANDSCAPE f ~ ~ ~ ~ ~ ~ CONSTRUCTION
RE: 1/D-8 ~ .z ~ ZONINGS PDR--4 ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ ~ i ~ ~ ~ ~ USE; VACANT DURHAM PARKS AND RECREATION. ~ / ~ ~ ~ ~ 6115109 _BID SET
i" ~ 4-Bhd k 7114109 BID SET ~1 / ~ ~ I r a r ~j ~ ~ f ~ 7127109 BID SET REV_
ti; ~ f ~
- - 0719 02-65 7360 484A-01-005D • 2~ ~ ;r - ~ ~ ~ ~ ` ~ 1A~D-1 FOR TRAIL G ADING a~141o9 REV / ~ SEE + _ ' ,
' ~ WHERE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS WOODBRIDGE III HOME ~ ' - SILT FENCE OR TREE PROTECTION FENCE 2 1.1 j~;(~ / z
OWNERS ASSOCIATION INC ! 14" M 0~011t1~~+~ / ~ ~ 4~ ~ ~ ~ vi
F1J-B WATERSHED s~ ~~°i DB 1144 l 871 ~ ~ ~ o CAR ! ~ ~ ~ ~ ~ ~ / ~ CONSTRUCTlDN DRAW9NGS
ZONINGS PDR_4 i 4" , ~
USE; VACANT ~°ti~ ~ ' s'o :`~~~D~~ApF'44i ~ SILT FENGE RE.._,.• DI TUR D ~ ~ ~ o ALL RESEEDING OF S BE ,4 ~4 2/D-3 FENCE RE: ,r ~1 ~~'r ~ 4° u~ ~ 2/D-3 ~ ~ ~ ~ ~ ~ ~ Sheet Tithe:
14 ~ ~1~ 4C{J ~4 ~ AREAS IN THIS SECTION IS TO BE ~ 1050 ~
i RIPARIAN GRASS MIX. n. CJ
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~ ~ ~
Sl, 1e
& EROSION CONTROL PLAN 30 0 30 60 90
CD-17 o SITE & LANDSCAPE PLAN W GRADING & EROSI =r~ TRAIL - TANAGER TRAIL SECTION Sheet Number
1 30' Seale 1" - 30'

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ALL RESEEDING OF DISTURBED ~ ~ 1 ° y ~ ~ I ~ ~ ~ ,r°'~ ~ ~ y' I r3
AREAS 1N THIS SECTION IS TO BE ° z / ~ ~ ~v .r
RIPARIAN GRASS MIX. ~ I _ PROPERTY RELATED ITEMS O/ i ~ 0719-02-87 1013 ~ ,r~ e ~ a ~ 15TIN6 PROPOSED ~ ~ ~I I, t
°,r°` f ~ ~ TM 506-O1-006 EX ° I' VA A ~ I HOPE LLEY FARMS NORTH O , PROPERTY LINE 253.7 ~ J~ ~ i l ! I ~ ~ a
F ` ~ ~ DB 3147 / 302 ~ ° I ~ 1 I y << ~
` r F/J-B WATERSHED - - e- SEMENT LINE I EA 1 ZONINGS R-20 I \ i ! I I ; ~ ~ 1114Vest Main Street ® y
® ~ U i USE+ VACANT STRUCTURE 1 0 ii ~ 1 I ~ ~ I ; w Durham, N.C. 27701
\ ~ , 1 I I • --o----o-- ~X=X= FENCE I i t I i ~ ~ z p 919.6~2.036~ o I
1 "MAP° o ~ ~ RETAINING WALL I ~ o" MAP ~ ! ~ f 1 ~ I ~ f 919.6SS.5646
0719-02-76-449 o~ G ~ M 22-O1-O12 • A ~ ~ ' ° I T 4 k , ! I I ~ o ~ - ' ~ I ~ ~ wvuw.cjtpa.com
CITY OF DURHAM o k~` ; PAVING ° I d i p$ 9 ~ 1 ~g k V "I
° DB 2247 / 989 ~ ~ I ` EXISTING PR0P05ED ~ F/J-B WATERSHED ~ , ~ \
ZONINGS R-20 ~ _ CURB & GUTTER I ~ ( i" / l :;l
USE. VACANT ~ 1 A 3 \ ~ ~ 12' MAP° ~ t ~ \ \
1 12' MAP° r f ~ ~ _ EDGE OE PAVEMENT ~ ' ~ ~ ~ , I I ~ iti
~ 4: : RETE 51DEWALK \ ~ . GANG f , ; \ ~ I ~f ! ~r v I, ~ ~ ; ~ . ~
~i 1 0 ~ m ~ ~ - r ¢ i I, ASPHALT SIDEWALK ` \ \
y , ~ ~ ~ 1 "MAR' ~ I ~ ~ i`~ ~
~ 1 " MAf~ ~ PT STA ~ HEAVY DUTY ASPHALT SIDEWALK \ \ ,z i ~ ~ \ , \ V A ~ ~ ° i r A: a
~ 99+48.52 1 ~ ~ ~ \ ~ ~
` t ~ 1 ~ 1 II ~w 5TA STATIONIN FROM POINT ~ ° ~ - ~+a3,a~ OF BEGIN~NG 1 ~ ~ 1 ~ ~ ~
• ~ I ~ ,N ~c POINT OF CURVATURE ~ ; ~ c~
{ ~ r ` » ~ POINT OF TANGENCY
~ UTILITIES r PC STA ~ 1 ~ \ I \ ~ ~ ~
a, k _ EXISTING PROP05ED ~i ~ 99+13.92 ~ ~ ~
UTILITY POLE \ ~ v ~ ~ ~ ~ L ~ ~ ; ~ 5 2.1 ~ ~ ~ Project: ~ ~ ~ 'P~ ~ n
° ~ a ~ \ ~ ' ~ a ® ® GATGH BA51N \
k ~ C` ~ ~ RAISED MANHOLE \ ~ • - ,j ';e ss ~ I ~ ,_I o ~ ~'IRD F®RK
FL00 Y 3 \ ~i ~ f ~ t ;
' „ ° ~ ~ so--- ~.Sp~ STORM RRAINA6E PIPING \ 20 ASH 0 z~. A ~ 20"ASH~~ ~ ' RE: 2ID-3 V ~ t ~ CREEK T IL
' ~ , ° -rt V 'i CULVERT \ . ~ \ '?y
'~y , - - SANITARY SEWER ~ ~ ~ ~ ~ ~
° A t- ~ 0719-02-76-4498 -FO---- FIBER oPTIG LINE , ~ ~ ~ w `4 ~ TM 422-01-012 ~ • ~ ~ ~ ~ ~ ~ ~ ~ P ~A ~f~
t CITY OF DURHAM NOl'E: CITY CIF DURHAM SEWER LINES ~ I 1
~ , ~ DB 2247 / 989 EASEMENTS SHALL 6E ACCESSIBLE AT ALL ! F - WATERSHED AI NGE AND REPAIRS ~ ~ ~y ~i , t ~ /J B TIMES FORM NTENA ~ ~ % ~ ~ l
w ~ ZONINGS R-20 TaGr? GortrACT wITH THE ~rNERAL ~ ~ ~ ~ P ~ ~ ~ DURHAM oPEN SPACE ANA TRAtts ~ ~ ~ 1~ ~ _ SILT ~ENGE
cl'. USE: VACANT CONTRACTOR ~ 0 ~ ° I ~ ~ RE. 2/17-3 '~1
TOPG PHY 1 ~i W ` I ~ ~ ~ i ~ NORTHiS®UTH
° s~ ~ I r' `c ~ 338 _ l l._. ~ ~ y ~ ~ coNTauR 5 I ) j
X + 157.5 SPOT ELEVATION (TRAIL G/L) ~ i ~ ~ I ~ ~ ~ ' ~ r, ?RA9L SYSTEM
. ~ 1 ; ~ TREES < 10" I W ~ I~ ~ 'P; ~ 252:3 DURHAM NC
1`J~ ~ ' STREAM (TOP DE BANK) / I W N~~ ~ 64 0~ ~ ~s: ~ i i I ~ ~ i ~ i ~~6 r I t . ~ ~ t, n, ~
~ k _._....F~..__.-. FLOODWAY I 1NP~ 1 p,R~ ~ ~ _ ~ ~ ; a t ~
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1 Y REQU{RED (SIZE VARIES) I 1 I
_ _ ' = ~ NOTE: No FILLING (N FLOODWAY• ALL EXCAVATED MATERIAL 0719-02-76-138 9-0E-76-184 I ~ ~ i OWNER:
0719-02 76 1384 ~ ~ ' T' y ; TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. - \ TM 422 03-009 ;p, ~ ~ a _ \ ~ ~ I ~ ~ -n ra GI7Y OF DURHAM
CITY OF DURHAM "z N s 0 ~ ~ ~ ~ V ~ ~ ~ ~ i Ti~.EE }'ROTEGTION a' 101 CITY HALL PLAZA
DB 2536 / 766 ~ NorE: No PROPaSED GRADING IS ~+owN, F/J B WATERSHED ~ ~ ' TRAIL 15 To 13E coN57~~ ro A + ~ ~ ~ I ~ ~ 4 >=ENGINC ~ ~ DURHA~1, NC 27701
ZONINGS R-20 1 1; FINISHED TOP ELEVATION THAT MATCHES ~ ~ ~ ~ i i ~ `z ~ RE: 3/17-3 / ATTN: BETH TIM5ON
USE; VACANT ~ ~ W 'r - THE EXISTING ADJACENT ELEVATION. ~ ' A`~` ~ PARKS & RECREATION DEPT \ ~
~ ; , - ~ ~ ~ ~ ~ ~ ±P \ 3, ph:919-560-4355
' ~ ~ ERC1510N GONTR®~ ITEMS 1 ~ ° v I ~ ~ fx: 919-560-4021 ~ `
~ ? PROP05ED -
;t °~F SILT FENCE (TEMPORARY) RE:2/D 3 ~
• i E PROTECTION FENCE RE:3/D-3 c~s~\ PSI ~ v v ~ ~ l ~ 4 ~ ~ ~ ~Y
TEMPORARY) 10 WIDE FS
• SPHALT TRAIL w,e rsn TEMPORARY DIVER510N D(TGH RE:5/D-3 1 1 RE: 1/D-1 • ~ 1` a i
8 ROCK P{PE INLET PROTECTION RE:1/D-3 \ o; ipso
1 ~ \ . ~ ' ? IV-^~~~ SEDIMENT TRAP RE:91D-A V .
t ~ ~ (TEMPORARY)
1 mss' ~ ROCK GHEGK DAM RE: T/D-4 \
. + END HEAVY (TEMPORARY) ~ • • 41 ~ ~ \ ~ ~ DUTY ~ PT STA q
~ ASPHALT 96+69.08 REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES I ~ „ $ P ~
> PAVING „ AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15
' ~ " + ~ ER0510N CONTROL PLANS. ~ TO BE COMPLETED PER APPROVED . d 1 ~
1 ~ + u i ° ~ ' TYPE ~ 071 2-75-3907 VEGETATION i
GONG WALK ~ ` TM 22-O1-Ol2A EXISTING PROPOSED
'XS' WIT ILING 6 WIDE GONG IL ~ : KIVA HAITHCOCK ~ DB 4338 / 866 ax TREE To BE REMOVED
_6°1 ~ l=1ELD LOGATE TO V ~5 ~~~j;' TRE:ES RE: 6/D-1,,o' F!J-B WATERSHED ~ ~
ZONING, R-10 ~ NOTE THAT EXISTING TREES R8.0 ° USES VACANT aK ~ ARE DRAWN WITH SCALED 1
_ P STA Roor PROTECTION zoNE ~ ~ ~ ; P , ~ ~ ~ PROT;=GTION
' ~ EQUAL TO 9 RADIUS PER 1 + • TREE TRUNK CALIPER y~ I ~P~~,~ - 't • ' ~ RE: 3iD-3 / ' DRAII~INGS NOT RELE~ISED
~ s ; y ~ _ v-,,; ~ VEGETATION LINE r m ~ ` I ~0,~ i . ti, ~ ~ ~ t ~ ~ ; ! ~ ~ FOR CONSTRUCTION
~ ~r t o a' o INOR ENTRAN iGN I II ~ ' ~t Q Job Number: 0631
\ ' ` + ~ • rWO POST
~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ) Q ~ : 1/D-8 N BOARDWALK AND HEAVY DUTY l P ~ ~ ~ ~ - ~ s: ~ ~ ~ ~ , Drawn WLR,CP,JW JC KB _
~ ~ FLAT BOARDWALK, LOG ~ GONSTRU ION I ~ f f t° Checked___ DAJ~E05 TRK SAB_
` PE ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN E ~ ON LANS BUT ACTUAL LOCATION WILL BE LOCATED ENTRANCE ~ _ ~ _ _ _ I, ~ i Date__ 10!28105 CD RESUBMITTAL
~ P ~ ~ \ ` ~ f IN FIELD DURING CONSTRUCTION BY LANDSCAPE • 2>~7"~ Y ~ f~" ~ ~ 't`'•"`k Revisians_ 2115106_BIDSET ~ ` ~ / ~ r~ ~ ~ TREE / _ 3105108 ISSUED FOR
~ ~ d ARCHITECT AND VERIFIED BY GENERAL SERVICES AND 7i ~
0719- 2- -1300 'd ~ TM -03- 7 ~ ~ - 1973 ° DURHAM PARKS AND RECREATION• ~ , 0719 02 I 2.~ t - ~ - ~ I (r ` _ ~ 0~ GGI~N 61Q5109RBIDSlO I~ 41'sr, , a
.DOUGLAS & AMARA AU ~d ~ TM 422- -012B '~67 ~ ~ ~ ~ ~ ~ ~ 7!14109 BID SET i~, l ~ ~ 7!27!09 BID SET REV
DB 360 / 44 CITY OF URHAM I F/J-B WATERSH $d ` 1 sl+ ° t ' H ~ DB 2018 598 ~
° WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~I a ZONINGt R-10 ~ t SH F/ - HED ~ ~ ~ •s. ~
°USE~ 1 FAM RESID O I ' SILT FENCE OR TREE PROTECTION FENCE ~ ~ ~ • ~ USE. VAC I t. . ~ ~ ~`>:.a:;: = 52.5 i i
Q° ~ ~ y ~ ; y addeti'ccraeaaa I
° ~ . ; START 160 ° 12" AK , C A . - - F HEAVY PT STA ~ o ~ R 0 P> I I • ~x ~ ~~1~ 12° AK ~ ~ ' ~ r~ TRAIL ~ ~ i y,~
~ 0719 02 M75 390 L , 95+31.47 °°~aasc~p•° TM 422 , 01 O12A DUTY : Q ~ aP F y ® I I P~ ; ~ ~ ~ ~ GRADE NOT ~ 'iz~3; ~~.y ~ - '~a CONSTRUCTI®N DRI~i1NINGS 1"0 EXCEED ~ ~ ~
~,,t ~ ~~IVA HAITHCOCK + ? ~o y ; ~
~ ~ 18 4338 / 866 ASPHALT # : ~ G ~ I _ e ` PAVING ,w ~ Fhb-- WATERSHED ~ ,t.,~., : x . 1050 ~ : G' ~ ~ ~ ~ 5~ ~ ~ • { ~ .v~ E~ Sheet Title:
DE E D TLAND AREA Z1~ ! R-10 RE: 3/D-1 ~ _ ~ ~ e I
1 0 SE - . G `..USE ACANT , c / ~ ~IMPAGT A ~ I
0 442 S - . 1 AG "T ~ ~ ' Z~I a ~~o~ ~"~~N N AZ*"~:.~`' ,n r A ~
~a U M SECTION
TIC" 2 \ 4+
CD-18 PC STA SITE & LANDSCAPE PLAN GRADING & ER0SI0 ~ 'a TRAIL - CARDINAL SECTION 94+79.95 & EROSION CONTROL PLAN 30 0 30 60 90
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\ 0719-02-76-9976 U ~ VACANT F'ROi'ERTY RELATED 1TEM~
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fi R USES VACANT ; , ~ \ STRUGTt~ t-. ~ 1 1 ~ ~ 1 ~ ~ ~ Durham, N.C. 27701
' ~ - `•c' 1 ' l -00- -X-X- ~ ~ t ~ \ ~ ~ ,1 z p 919.62.0368
o A. ~ ~ FENGE ~ \ \ I ING WALL BETA N „ y°' ti ti ° ~ ~`~6• 1 ~ ~ ' 1 \ ~ ~ ~ A~~ s~ f 919.6~8,564fi
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4 ~ ~ ~ ~ A \ MIN. 16 LF ` ~ ~ ~ \ \ \ \ ~ ~ ~ i \ V \ / \
~ ~ 5TA STATIONIN FROM POINT \ 7+as.2~ OF BEGINN~NG \ \
~ \ \ ~ ~ ~ \ ~ `SILT FE~IC~ING ~ ~
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~p ~ ~ ' EXISTING PROPOSED I ~ ~ r,
\ UTILITY POLE ~ \ Q ~a ti ~ ~ ~ ~ ~ 1~~ Project:
- - ~ ~ ~ 0719 02 77-233 \ GATGH BASIN I _ ~`o 1
TM 422-O1 002 ; ~ ~ 1 . 4 '4 RAISED MANHOLE I DOROTHY MANNING TRUSTE v ~ , ~v ~ ~ TID ®R
DB 3290 / 241 ~ ~ ~
F/J-B WATERSHED ~ i:~ --so- ~so® STORM DRAINAGE PfPING ~ Q \ o ZONINGS PDR 1.3 ~ emu' CULVERT ~
' USE, VACANT PT STA ` ' ~ ~ 25~ I v ~ 4~ ~ ~ ` TRAIL I ~ ~ ` A
o 0 S - - SANITARY SEWER I • 105+58.00 ~ 1~ ~ / ~ ~ ~ ~ ~w
~ --~'o-- FIBER OPTIC LINE ~ /
• NOTE. CITY OP DI~2HAM SEhIER LINES ~ / / ~ 1 I t
. f E 5 SHALL BE ACCESSIBLE AT ALL / / LI TED TIMES FDR MAINTE1dANGE AND REPAIRS ~ \ ' / / I ~ \ I ~ ' LAND A I DURHAIi OPEN SPACE Ati~ TRA1G9
~ _ A\ ~ \ <<;:. LAND A THROUGH CONTACT WITH THE GENERAL. I I ~ ~ SF - .D AG ~
END HEAVY DUTY c3` CONTRAGT4R. ~ I ya ' \ \ /1 0 ~ ; t NO IMPACT A
a NO IMPACT A I ~ ASPHALT PAVING o TOi'OGR,4pHY I ~ / ~ \ ~ ` \ 10" MAP I w }p(t.
10° MAP I I '1 338 - - - CONTOUR I I I
' ~ X 157.5 + 157.5 SPOT ELEVATION (TRA1L G/L) I ~ 100' STREAM
100' STREAM N ~ BUFFER ~ ~ / ~ ~
BUFFER $ ~ STREAM {TOP OF BANK) r
v /
' ~ / - FP - FLOODPLAIN (FLOODWAY FRINGE) I ~ `I/ 1 1 ~ ~ ~ i 1 ~ ~ ~~f: 51LT FENCE /
/ 50' STR&API BUffER ~ _ DURHAM STREAM BUFFER ~ I
/ , ,,~0 . REQUI#2ED (SIZE VARIES) I I .l
. q- / 4h. , ,~h 4 ~ l 'FREE I'RbTEGTION r ~ OV~lNER:
/ ~ Ory, NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL I ~ ~ I~ ~ / ~ TO BE DISP05ED OF OUTSIDE OF THE FLOODPLAIN. I ~ f i A v1 Jl ~ p~,~, \ ~ ~ `FENCING ~ r.~":`. TREES <10 CITY OF DURHAM ~~1 ~ / ,
TREES <10 i I~ . ~ , I w ~ \ ~ J k~: 3/D-~„~ / t, 101 CITY HALL PLAZA
/ ~ ~ / , ~ ~ P' 2 / NOTE WHERE P10 PROPOSED GRADING IS SHOWN, ~ 4~ g ~ j / 2 1, `J ` lry DURHAM, NC 27701
• ~ , / .TRAIL IS TO BE CONSTRUCTED TD A I ~ , ~ / / ~ ~ ~ ~ 1 / , ( ATTN: BETH TIMSON
~ ALL RESEEDING OF DISTURBEp W I \ / FINI TOP ELEVATION THAT MATCHES ~ 0 ~ AREAS IN THIS SECTION IS TO BE ~ I / THE EXISTING ADJACENT ELEVATION. ~0 . 0 Y ~ i ' ` ''`1~~;=` 1 1 ~ / ' PARKS & RECREATION DEPT i ~ ~ t 1 ~i
~0 . ~ / / \ RIPARIAN GRASS MIX. o I / / I ~ ~ ~ ~ / ~ s, ph: 919-560-A 355
~ - o / ' 1 ERO~IDN CONTROL ITEMS I ~ i SEE 1A~D-1 FOR TRAIL GRADING ~ ° ~ ~ ~ / / ~ fx: 919-Asa-ao21
f l PROPOSED ~ o, w l/ I av t I ~ ~ ~ ~~1 / ~ A ~ / ~ ~ Kati
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/ ~ Tse TEMPORARY DIVERSION DITCH RE.S/D-3 ~ / , f I / 1 ~ / ~ ~ ~ / 1 r"
~ / / ~ 8 ROCK PIPE INLET PROTECTION RE:1lD-3 ~ / PC ,STA / ~ / o~~
BEGIN 130 LF 103' 6 .96 / ~ l \ / / / ~ SEDIMENT TRAP RE; 9/D-4 ~ ~ ~ HEAVY DUTY ~ ~ 9 / ~ / ~ (TEMPORARY) ~ ~ / ~ ~ / / t,' r ~ ~ / ~ ~ / J
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422-~ ~ -"O 1 ~ RE: 1/D-1 ~ ~ / ~ ° / / TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. ~ f I i / /
CITY OF DURHAM ~ - ; I ~ a ' I ~ ~ , / VEGETATION ~ I ~ ~ ~ s ~ /
-B AT SHED ~ ~ \ I I ~ ~ EXISTING PROPOSED \ \ ~ ~ l ~ M`~ 1 ~ /
~ ( I I qr .1 t~ ' / . ~K TREE 70 BE REMOVED
t I i { ~ ~ ~ TREEI5HRU85 1 ~ ~ ~ ~ I f i r ;i
~ ~ ~ ~ NOTE THAT EXISTING TREES ~ I ~ \ 6° AK ~ ~ ARE DRAWN WITH SCALED
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G E R E T ~ , I ~ , ~ I EQUAL TO 9 RADIUS PER 1 ~ r I s,, ~ TREE TRUNK CALIPER ~ ~
° ( I ~ I I r FO E E ` I f ,r;~ G z _ ` ~ -'Y'~~' VEGETATION LINE 1 I 1 ~ ~ ~ I ( _ ~ ~ ~I ~ ~ ~ ~ D WINGS NOT RELEASED r' ~ ~ ~ r - F®R C®NSTRUCTION
E L s' ~ 1 1 / I \V ~ II~~~ ~ l ~ ~ ~ °`~°I I ~ I ~ ~ ~ ~ I ~ r' ~ s i Job Number; 4831
/ a I r` ~ I ~ { I 1 I ~ ~ I 1
/ I I r`: ~ ~ l I NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF I l 1 ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY i ( I ( ~ ~ ~ I I ~ ~ I r Ir° I ~ ~ ' ~ ~ ~ ~ ~ ~ ~ Drawn 1NLR,CP,JtN,JC K6, K'H
I / I ~ ~ ~ i , ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN 1 I ~ ~ ~ ~ ~ ~ ~ r Checked DAd E05 TRK SAB KH
~ 0 19 0 -7 - 4 8 I ~ ' ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATES / ~ ~ ~ / / / ~ i ~ ~ . r~ , ~ ~ ~ ~ ~ Dat~._-- 10128f05 CD RESUBMITTAL
M 4 2- 1- 1 ~ / ~ ~ ; ~ ~ r ~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE / 1 r ~ FE\ 4 ~ / ~ ;f l~ ~ -t = ~ ~ Revlsipns 2115106 BID_5ET _ / / ~ ~ r I ~ ,,1~ ~ I ~ :~a~ ~ 3106108 iSSt1ED FOR
C T O U HA / j~l ; r ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND / B 2 7 / 8 / ( V2 \ , ~ / TEE 1 / a ~ i ~ ' \ caNSTRUCrIOr~
F/ - A ER H D TEE 1 / I ~ ~ ~ ~ pURHAM PARKS ANp RECREATION. / ~ I ~ ~ I'~, r' ~ ~ ~~i 6115109 BID SET { r
~ O IN 0 I I~ ~ S~ A A T / l ti I V I I I l j ~ / / `I ,,~r I 1 ; ~ ~ 7194109 BID 5ET I I ~ ~ ( , / J ~ Q , I 127109 BID SET REV
/ ~ , ~ ~ \ 1 ~ r _ I i I~
i 1 I WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK !S ~ I N,= ~ , ~ y~ I I ~ ~ i ( I I o , r' ~ SILT FENCE OR TREE PROTECTION FENCE
/ u I h:~ ~ ~ ~ x I 1 . ~ .3 ? W ~ _ _ _
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SITE & LANDSCAPE PLAN GRADING & EROSI( & EROSION CONTROL PLAN 30 0 30 60 90 ° - Sheet Number
CD-19
T ORIOLE DRIVE SECTION I } - .1 RAIL >I 9
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1' @ \ ( 1 ~ ~ - - e- EASEMENT LINE j k 1 / / ~a _ 111 Ydest ain Street
~ ~ ALL RESEEDING OF DISTURBED i ~ cal ~o: _ ~ ~ ' i ~ ~ ~ V . \ \ I I / ~ / N.C. 27701
t AREAS IN THIS SECTION IS TO BE S.~G-~ ~ E D ~ RIPARIAN GRASS MIX. ~ I ~ ~ ~ ~ \ ~ i w Durham,
-o-o-- =x-X- FENCE I ~ I/ ~ ~ y \ ~ ~ \ \ I 1( / / ~ p 919.682.0368
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I ~ O ' ~ ~ , INT OF TANGEAIGY I 2 5 ~ . ' ~ ~ " ~ a3 PO i I ~ 1 ~ ~
PROPOSED 10 ~ ~ ~ UTILITIES #ZA'~l IN6 = b~~ f I 1 \ \ ~ I I ~ ~ E. ~ I -II V ~ I t ,W
ASPHALT TRAIL t EXI5TlNG PROPOSED \ ~ f 9 ~ r ~ RE: 1/D-1 ~ UTILITY POLE ~ .-t I ~ t
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1 1 SF - .034 AC F WATERSHED j, ~ % f _ ~ ~ -so so~ STORM DRAINAGE PIPING ~ ~ _ _ ~ # 9'' ~ , r \ „ \ \ ' ~"HI FORK ~ _ _ 2-24 RGP ~ ~ { _ \ \ \ ~~r\ ~a
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USES VACAN ~ ' ~ ~ cuLVERr I . i _ " ~ I ARY SEWER ~ - - 5AN T \ q ~ t ~ \ '+'j I ~ 'i { 4/D-7 V A ~ , g ~ I ~ / ~ 24"RGP= 52.50 1 I ~ ~ I ll;~ I ~
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TIE FEN INTO ~ x / ~ -FO- F1SER OPTIC LINE ~ ~ \ ( ~ ~ I / I ~ HEADWALL IL NG r i NOTE: CITY OF DURHAM SEWER L9N1=5 ~ ~ NO THAT ANY NEW ~ ~ I , ~ j ~ ~ r \v ~ ~ ~ / / / ~ r ~
~ ~ ~ ~ ~ EASEMENTS SHALL BE AGGE551BLE AT ALL y ~ ~ DRAINA E PIPE IN THE , { ~ ~ ~ ~1 ~ , ~ : , ! ~ / ( SEWER E SEMENT MUST I \ ~ ~ \
• - ,I ~ " ~ ~ ~ i TIMES FOR MAINTENANCE AND i2EPAIRS - 7 ~ EXTEND 8055 ENTIRE ~ / ~ ° ~ ~ 4 M , ~ i l I ~ SILT EENGE ~ ~ ~ ~ / ~ ~ ~ ~ ~ n oP~ sp,~ ~
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~ . ' . ~ (
PT STA \ / ~ _ TOPOGRAPHY NRTHIS®UTH
112+03.89 338 5 ~ _ 338 _ CONTOUR 1 K _i. ~ I ~ T ~ - ~ ~ ~ ~ 4` ~ ~ ~ 15TING 2~}" PIPE / ~h ~ 1 ( ~ ~ ~ ' " ~ ~ ~ ~ To ~ REMOVED / / : ~ t { F ~ ~ TRAIL SYSTEM
§ x ~~J~7.~ + 157.5 SPOT ELEVATION (TRAIL GILD
PC STA ~ ~ ~ ' STREAM (TOP OF SANK) ~ / . / ~ , . ~ v ~ ~ , v,~ov~\ DURHAM C ' 4
~ 111 +94.5 ~ ~ ' o ~w FLOODWAY \ r- s ~ / ~ \ ~~A~
i ~ ~ ~ N~jl ~ ~ ~ ENDWAL ~4 ~ ~ f ~ ~ ~ ~ \ c~V
~ - ~P - FLOODPLAIN (FLOODWAY FRINGED " J ~ (t I 9 y ( r ~ \ ~ ~ ' \ 2-~4" P / / Von A ~I I ~ ~ ; ~ ~
m ~ / r;' , E ; ~ ~ DURHAM STREAM SUFFER ~ ~ ~ { INV - 252. 4, ~ / ~ ' \ ~
~ :K, f~_ REQUIRED (SIZE VARIESJ I CLEAR TREES 0 10' ~ ~ / -n ~ ~ TIC E GE INT ~ ~ ~ j~ /,o ~ / ~ ~ \
4 / r ~ RI NOTE: NO FILLING IN FLOODWAY, ALL EXCAVATED MATE AL FROM PROP ED : ~ ~ p I ~N~W H ADi-JALL ~ ~ ~ \ ~ ~
ASPHALT L ~ ~ I ~ 0 ~ TO SE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ 'Rf~ILI O I I + ~ ~ , ~ ~ / ~ _ / ~ \ ~~71 OWNER: ~ \ ~ 1 1 ~ ~ ~ ~ ~ ? V / ~ ,~~=-COON TDR SHALL \ ~ 1 ~ CITY OF DURHAM
5T T 6' T L
PT 'I ~ ~ ~ NOTE: WHERE NO PROPOSED GRADING IS SHOWN, GHAIN LI FENG 111 + 4.55 ~ ~ _ ~ / ; i . ; SNOT T ENGROAGH I ~ \ , i 1Q1 CITY HALL PLAZA < < ~ DURHAM NC 277x1 ~ ~ - / ~ ~ ~ ~ / TO S AM (3ANK OR~ ~ \
TRAIL IS TO ~ GONSTRUGTC~D TO A TO BE LOGA ON _ i< ~ FINISHED TOP ELEVATION THAT MATCHES \ \ ' ~ / ~'y ~ / S WITH NEWRIPA ' \ G'~ \ \ ~ ~ { , A ATTN: BETH TIMSON
EASEME T LINE ~ ' THE EXISTING ADJACENT ELEVATION. ~ - - ~ ~ ~ i ~ - ~ ~ / ~ \ n`~ PARKS & RECREATION DEPT \ ~ A~~ ~ . ~ 1 ph:919-560.4355
~ ~ ~ ~ ~ RE: 5/D-2 i ~ I ~ ;
ITEMS ~ V EROSION CONTROL. K \ ~ ~ 'F E PROTEGI'1o0~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ LASS B RIPRAP ~ \ \ ~ ~ ~ i ~ 4'x 15' x 18"' THK ' ~ fx: 919-560-4021
~ PROPOSED S 44'15 l" E \ . - ~ ,gin, ~ S 44'15 31.E ~4 ~ ~ ---g~ SILT FENGf (TEMPORARY) RE:2/D-3 EENGING~ ~ ' V ~ ~ ~i ~ ~ : 4N-3 ~ ~ ~
PC a~A o = 103 da ' - - --~j - -t~~ -1'J I,_~
111-1-1 .21 ~ "'i n;F~ PROTE TION FENCE Rf:3/D-3 : ~ ~ ~ ~,w ~ TEMPORARY
~ - ~sn - TEMPORARY DIVERSION DITCH RE.51D 3 I . { ` J ~ ~ f TOP 6" SAN. I ~ ~ ° \SEWE - 248.0 ~ ~ 4;
{ PT STA M s ROCK PIPE INLET PROTECTION Rf: 9/D-3 I I \ ~ ~ ~ 14" I { i~UTTO OF ~ z o ~I ~
~ 111 +00.37 ~ f ~ oL~ I ~ ~ ~ 1 ~ -24~"RG =251.53 ~I `
SEDIMENT TRAP Rf:91D-~} TREES <10 ~,I~, ~ C~ ITEMPORARYJ { ~ ~ ~ ~ t~ .1 P \ N\ i
~ rs~ ROCK GHEGK DAM RE:7/D-h ~ ~ TREES <10" ~ ~ w ' 4,. P f ~ ~ ~ ~ ~
.r ~ (TEMPORARY) • ~ ~ ~ ~ PC sTA e

. f 110+63.29 / ~ ~d ! e REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~ ~ f / RE:\ ~ I \ \ ? ~ ~ I . ~ ~ ~ j 2/D_~i I
AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 O ~ • G ~ _ _ _ . TO SE COMPLETED PER APPROVED EROSION CONTROL PLANS. ~ i~
~ ;r,r~ 0719 02 87 1013 I ~ ~ TM 506-O1-006 I ~ ~ ~ t ' / ~ ~ I
~ f 0719-02-76-9976 NOPE VALLEY e VEGETATION ~ I ~ ~ f ~ I ~ ~ ~ ~ q: ~ ~.l
TM 422-01-002A ~ FARMS NORTH HDA ~ EXISTING PROPOSED CITY OF DURHAM ~j ~ - DB 3147 / 302 e
w ~r.~;, DB 2115 / 161 ~ F/J-B WATERSHED AK TREE To BE REMOVED ~ ~ z~ z l ~t l ~ ~ ~ r,
, -;1`; F/J-B WATERSHED ~ ZONINGS R-20
h• - ~ ZONING, R-20 USE, VACANT TREf/SHRUBS ~ NOTE THAT EXISTING :EE5 USES VACANT / aK ~ ARE DRAWN WITH 5G6 .fD
~ C r ROOT PROTECTION ZC-dE ~ ~ N EQUAL TO 1 RADIUS F~_R 1 a / / ~ I ~ ( ~ I w / / ~ ° / / 256. ~ DRAtNiNGS NOT RELEASED
? ,Q?~ e`eet0e'::r'°f"~~,~ TREE TRUNK CALIPER I ~ ~ ~ ` ' s ~ ~ E ~ ~ ~ ~ ~ l l ~ °ao,~c°~~ CAR 00o FOR CONSTRUCTION
f ~ ,,,.......,,o(~ Y VEGETATION LINE
. ~~m- ~o LpNOSCgp ,a ; - ~ Q~.~ F .o s ~0 0
~ ~ ° e~~ e 4~ \ .4t 2i i o~ I~ ~ ~ % ~ ~ ~ 1 ! i oo~~~~ ° a G o ~ Jab Number: 0831 ~ I ~ ~ ~ , 3~ ~ ~ ~ ~ I ~ ~ ~ ! ~~°-a SEAL ~
PT STA ~ F a x cN 1050 X NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~ ~ ~ ; ~ 1 ~ ~ ~ I ~ ~ ~ ~ o ~789~ o y. o Drawn WLR cP ~w Je Ks
' I 'a`' FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY 1 109+76.05 L,-._ ~ r ~ r do ( ~ \ { I z ' . ~ ~ / n h o,F` ~-qqq° "~(f ° Checked DAJ EOS TRKSAB
• ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ' e ~ . °.ao®•'' C' boa z . f ~j ~ ~ ~ / °o ~0oo~~ill~~~q°q~~°° Date 10t28105CD_R_ESUBMITTAL 3.¢ i ~ p~ Aocooaa~ o° 2115/06 BID SET__ I ~ ~ ~i ~ ~ s ~ ~ oo ~ ^~P ° Revisions _
0719-02-77-2 32 o, FV P ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ _ ~ IN H P~`,~o T Q BY LANDSCAPE ~ t ~ ~ ~ oop ~ , oo° 3/05108 ISSUED FOR I~ ~ ( ~ ~ ~ ~ ~ I A ~ ~ 000 ooa CONSTRUCTION---
TM 422-O1 002 , ~ ~ ~,,,~r : IN FIELD DURING CONSTRUC 4 N \ OTHY MANNING TRUSTEE ' ~~f~~~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND 1 \
DB 3290 / 241, :z , ~ DURHAM PARKS AND RECREATION. / I ~ \ ~ ~i%~~ _ ~ s . V °~j~i~~ 6115109 BID SET t 7 ° v
F J-B WATERSHED "j \ o \ N ;PDR 1,3 ~ ONI G 0 , ~ 9 i ~ ~ ~ I \ V ` k~:'
USE. VACANT ~ \
.n~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS 253.7 .7 I I ~ ~ E ~ a ~ A ~ ~ _ _ 5z~ ~ 9 F ! ~ ~ \
n~~ ~ ~ . . G ~ ~ ~ ~ ~ SILT FENCE OR TREE PROTECTION FENCE ~ ~a ` 16' 7'X~' WEIR = ~ ~ \ ~ a ~ ~
4< ~ ~ DISTURB'~D AREA = ~ ~ ' ` ~ A
~ '°~s STORM SEWER ELEVATIONS SHOWN ARE APPROXIMATE ~ \ ~ S,Q00 ~ FT \ ~ ~ - ~ ~ CCINSTRUCTIUN DRAUVINGS
" U ' I • AND SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. ` \ ~ ~
~ ~ ~ x~ DELINEATED BLAND ~ ~ ~
1 ~ PC STA o:,, AREA / I \ ~ ~ ~T 1, ~ ~ ` ~ J~ ~ ~ Sheet Title:
1 +77.39 ~ ; ~ c~
/ ~ ` ~ ~ ~ ~ ~ TRAIL
( o ~ ~ _ '~j SEE 1A/D 1 FOR 1A/`D-1 FOR TRAIL GRADING V ~ ~ ~ ` ~ • ` t _ ~ ~ ®R!®L~Co DRI Y .fit
\ y~ \ A ~ s.__ _ _ e
& EROSION CONTROL PLAN 30 0 30 60 9 0
CD-20 SITE & LANDSCAPE PLAN GRADING & EROS TRAIL - ORIOLE DRIVE SECTION 2 ~ _ - = Sheet Number
1 ° = 30' Scale 1" 30' CD 20

° ~ _
~ ~ ~ U ~ ~ I ~ ~ I~< } TC z'' ~ Ii ~
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~ i! R LEGEND / 1 / 1 ~ ~ ~ ` ` t ~ j 1 a
4 PR.O~'~RTY f2El~T~D 1T~M5 ~ / / ~ ~
~ ~ , EXISTIN6 PROPOSED / / / / . ~ j~ jy ~ j { ~4 y ~ I
( ~ ~ ~ ANG PT r - PROPERTY uNE / / I ti l ~ I~ ~ E i~,' ~ ' ,i 4j y y j y ~ Q
I . / 120+41.78 ~ ~ ALL RESEEDING OF DISTURBED _ _ . % . , - EASEMENT LINE / / e ~ ~'i ` ~ ~ y ~ y j ~ ~
T B AREAS IN THIS SECTION IS O E ~ , ; ~ y y° ~,~y j li I ~ ~ ~ 111 N{es~ I'+ila6n Street 3t 3
~ RIPARIAN GRASS MIX. STRUCTURE / / } ~ , y ~ ; j y ~ I w Durham, N.C. 27701
~ -o-o- =X-X- FENCE ~ r ; ~ 1 ` y I 1 li ' z p 919.6~2.036~
~ ~ / I ~ ~ RETAINING WALL / ( i y 1 ~ ~ $ 919.fi~~.5646 1 I~ y y y A; z l ~ ~ ~ ,,Q ~ ~ y uu~.cjtpa.com
~ / ~ ,,t~ ail 7. ~ ( ~o ; ~ V, 1 ~ ~ 1 /y~~~ ~ PINES t ~ f'~ y' ~ t
PINES ~ ~~~°E PAVING i / fY V ~ ~J t ~ 4~ "'a i y y A iI d ~ ~ a , ~ i UJ \ ~ ~
~ - ~ ~ f ~ ~ EXISTING PROPOSED ~ ° / s i 4 ilxl 4p~ yl ~ y !
• ~ u; CURB ~ GUTTER /
~ 1 I ~ ~ - EDGE OF PAVEMENT ~ t R ~ ~ ~ ;jam sz 1~, ylyij
' ~ / ~ ~ ~ 1 j~ y 11 ' ~~i ~ ~ ; ~ y y ~ y y 5'~, y
"f ~I ~ : CONCRETE SIDEWALK i ;s ~ /
y ASPHALT SIDEWALK a ~ ` ~ j y~ ` y ~ y
I
HEAVY DUTY ASPHALT SIDEWALK ;3 i s~ j la . y y ij y << _ 1
6 TALL GNAW LINK EENGE ALONG ! 5TA STATIONIN FROM POINT ~ ~ I ~ ~ 1~ ~ a
~ ; : i ~ ~ta~.2~ OF BEGINNING EASEMENT LINE ~ THIS ~ENGE 15 j j~ i i j
' I ? ~ ~ POINT OF CURVATURE RE: 5 -2 THE LIMIT ~OE k ~ ~i ~ ~ ~ w`~ j} I ~ jj i 1 1
/ ~ ~ F. ~ w THIS EENGE IS THE i''; POINT of TANGENCY WOi2K " ~ u.4 I ~j 1, I j
- UTILITIES ~ 0719 02-87-6709 LIMIT OF !i°IDR~ w TM 422-06-002A EXISTING PROPOSED 256,5 ~ ~ i j I ~ j j~~; i j
'f ~ ~ ~ ~ SURREY GREEN HDA ~ uTIUTY POLE I i j
,I ~ ~ D$ 1472 / 642 ~ ~ 256, ~ ~ ~ ~ I iI ~ I jk, ~ j ~ Project; s j i; y j
~ ~ F/J-$ WATERSHED ® ® GATGH BA51N i ~ o' ~ ~ ZDNING~ PDR 1.3 E Ii j~j I
~ ~ ~ ~ USES VACANT ss RAISEp MANHOL R - ,
~-I O` V~lDE --so- STORM DRAINAGE PIPING ~ ~ ICE j ~ I ~5 .z ~ ~ THUD FORK
1 10 ~ Y ~ ° ~ ~ Ij j j j I ~ i s~
k ~ 6REENWA ~ CULVERT ~ ? EASEMENT - - SANITARY SEI~+ER t i ~ lj ~l i
0719-02-87-6709 , w 2 ~ TM 4 2-06-002A - ~ ®FO® FIBER OPTIC LINE
SURREY GREEN HCIA ~ 4 r ~ I I I C I I ~ i--
I NOTB CITY OF DURHAM SEWER LINES 6 D$ 1472 / 642 EASEMENTS SFfALL ~ AGGE551BLE AT ALL
F/J B WATERSHED ZDNING~ PDR 1.3 ~ ' ` TIMES FOR MAIN'TENftNGE AND REPAIRS ~G~~ ~ ~ a , ~ I ii f ~ ~ d I ~ I ~I I~~ I y IkiRHAU QPEN SPADE AND TRAILS
THROU6Ff CONTACT WITH THE GENERAL \ USES VACANT ~ ~ ~ r j CONTRACTOR. \ ~ I I + tf, ~ ~,k t~l I ~ I Il I I~ r~4
t ` ~ ~ I, ~ Q TOPOGRAPHY ~ 4~ ~ - ~ ~ ~ I~ ~ lv
a F ~o 0 spa 33b %~I ~ II~ '~~II ~ j I,'i ~ ~ N® THIS®UTH - _ - - 9s ~ ~ PINES ~ ~ 1 I
tC CONTOUR u. PINES c, ~ , ~ ~ I I I ' ~ IL S T
X 157,5 + 157.5 SPOT ELEVATION (TRAIL G/U ,1 ~ s s I ~I ' I I's I ~ h'' }
' END HEAVY DUTY ! ~ ~ STREAM TOP OF BAND
ASPHALT PAVING " I v ~ ',~y ~-w FLOODWAY TI'S i'ROTEGTION i i i~ I t 'k; I ~I 1 I; I I
k' ~ ~ FENDING ~ ~ [ I 1 I I!, I LT ~ENGINC ~ ~ ~ ~ ~ \RE: 3iD-3 ~ -o; 1 ~ I _ I , I RE, 2/D-3
a~ ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) t I
DD N0T INSTALL 6' _ C~1 9U' S7REN4 BUFFER DURHAM STREAM BUFFER TALL CHAIN LINK ~ REQUIRED (SIZE VARIES) ~ } ~ I ~ ~ ~ ,„.I , ~
a~ r. < ~ EENGE ~IITHIN 5El"lER ::;.~.t;, , / . I v:
A ENT NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~l E SEM ~ ' Q II, ,I I OWNER:
I ~ ~ ~ SIDE OF T1~IE FLOODPLAIN. o , ~ TO BE DISPOSED OF OUT ~ ~ I ~ CITY OF DURHAM ~ i L4 ts.
SAN {:r~:~:. r~ , 9 ~j, I f ~ I I J ~ ~ 101 CITY HALL PLAZA ~_~ASEMEN ~ ~ ~ I ~ ~ DURHAM, Nc a~~o1
! ~ NOTE. YdH£RE NO ~201'05Eq IN6 IS 5HOY~J, EMS CANSTRUGTED TO A I
~ EAS TRAIL 15 To sE o TOP ELEVATION THAT MATCHES FINISHED ' ATTN: BETH TIMSON \ ~ SAjyITA ~putZ1 `
THE EXISTING ADJAGEN7 ELEVATION. T~ ~,~(TN~~ , ~ ~ ~ I ~ ~ ~ I;`I ~ PARKS & RECREATION DEPT
.~...-w" ' ~ ~ a \ ; I ( ; ~ I I I ~F ph: 919-560-4355
~ a ER0510N CONTROL ITEMS yr a I ~ PROPOSED 25 6.6 1 G ~ ~ ' } I i ° I I i 6. ~ ~ s1~-~~o-4a21
r~ 4 4 r T , b -----~-~F 51LT EENGE (TEMPORARY) RE:2/D 3 ~ ~ ~ ~ ~~s I j l I~ ;E
, f ~ ~ l ~ I i ° ~ 1 y~ ~ ~
r I PR07E TION EENGE RE:3/D-3 STAN 40 LE HEAVY TEMPORARY r
r DUTY ASPHALT , ~ rsB TEMPORARY DIVERSION DITCH RE:S/D_g ,i ~ , i4 j I I / 14~
~ , r PAVING
y r `I 8~, ROCK PIPE INLET PROTECTION RE:1/I?-3 _p ~'1 ~ + „a ~ Tf2EE I'iZOTEGTION ~ ' j i' I I
P~ ~ I + SEDIMENT TRAP RE:91D-4~ (TEMPORARY) O; r ~1=NGING \ \ QI ~I ` ~ Ii i ~ j jj ~ =
r~ ~ L '1 - A i-I i. ~ ROCK GHEGK DAM RE:7lD 4
r. ~ (TEMPORARY) \ ~ .--F
\ ti i 3 a 1 ~y
1, REMOVAL OF ALL TEMPORARY EROSION CONTROL MEA5URE5 ~ PROPOSED 10 R~ G~
: ~ ~ ~ AND RESEEDING OF TH05E AREAS FOR STABILIZATION IS ° ASPHALT TRAIL q ~ R~ p1 ~ ~ TO BE COMPLETED PER APPROVED ER0510N CONTROL PLANS.
\ ~:1ro-~ e . ~ ~ v ~ ~ o 11. ~ g~ , 1 y Y 1 1~ ~ r/
~ ~ VEGETATION v i , 1 ~ ~ I j ~ ~
r~ ~ ~ ~ EXISTING PROPOSED \ ~ \ . ~ v ~kx~4 ~ ! j~, Itl
r~ ti a aK TREE TO BE REMOVED ~ v ~ ~ ~ . ~2'~6.3 y ~I , yii j I „ .
. ° \ < ~ TREE/SHRUBS \ i ' ~ ` ~ E j f, j \ r I
r g j ~ NOTE THAT EXISTING TREES \ r,.. ~ 6° AK ~ ~ ARE DRAWN WITH SCALED \ \ ~ ~ F s ~ II ~j j:l yy y
~ ~ / ROOT PROTECTION ZONE EC~l1AL TO 1' RADIUS PER 1" \
6 TALL CHAIN 't TREE TRUNK CALIPER \ \ 1 ~ ~ ~ ~ l I' I ~ V • . DRAWINGS NOT RELEASED \ ` ` j
EENGE ALO ~ _ , \ t ~ I ~ ` ~ VEGETATION LINE \ EASEMENT LI r; \ \ \ ~ ~ ~ ~ ' ` ~ ~i ll \ \ FOR CONSTRUCTION \ \ ` ~ € ~ I i I 51LT FENGIN6
RE 5/D- °jt°a°ewun~f~a' \ \ ~ 25 5.4 ~ ' } ~ \ ~ ~ jl I ,j R.E: 2/D-3 ~ ° A ~ " Job Number: 0831
' ~ I'~ A \ ~ ~ 3 ~ - - i
E CAR NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF \ @ ~ n osc°'•• i'®• FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ` ~ ~ j'; , t ci ~ 1; ,j Drawn WLR CP JW JC KB is 000000 ~
~ o//~~o~ q e ASPHALT ~SECTION5 WILL BE CONSTRUCTED AS SHOWN ` 4 ~ V ~ tl ~ f y ~ ~ ! \ oo~~ CARQ o° ~ checked DAJ Eos TRK saw yy ~ y ~ cC.~ ~ ~ ~ j \ ~ ~ paooeaaaaao ° - - -
~I x; ON PLANS, 8UT ACTUAL LOCATION WILL BE LOCATED ~ r. , ; o x 1050 x ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE 1 _ _ ~ ° Date 10128105 CD RESUBMITTAL ~ 2115146 81DSET _ ` Revisions _ _
rd ~ ~ e.~ 1 y ' ` ~ I j , T~ I } I ~ I 'I o ~ i~~ ~ a~ ~ - slastas issuED FoR -
~ ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND i r a ~ > , ~ y ~ ~ it ( Ij y ~ ~ j': \ m SERL co~sTRUCTioN _
e P CR TION. DURHAM ARKS AND RE EA ~ yI ± ~ 1 0 ~ ~ ? w ~ 4~ I °o ~ o ~~$9~ a o° 6115109 BID 5ET -
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° ° e« s+ ~ ~ ~ j ~ ~ r i~ .R ! ~ ~D j ~ I y ~ ~I ~ 0° 0 OAap~09090 ~ ~QO _ 0 _ fV
~ WHERE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS I w ~ ~ ~ : ~ ~ Ij ` ~ ~ j~~ E'er ~'j ~ I ~ j ' /I °°°0°000 nao~ °a~ ~
a SILT FENCE OR TREE PROTECTION FENCE \ 1 LAND AREA DELINEATED WETLAND i~ ~ ~ I I~ I~ j~ ~ a t ~ ~ ~ ~ _ I , l
2 18 SG ET - .056 AG ~ I AREA 'r~ ~o~ lr~ jl , I~ ~ ' ~ ~ j , I ~
n N IMPACT ; I . ~ 1044 SQ FT - .024 AG I i i I 1 ~E. d Ern I , ' i ~ ~ I ~ j y : 1~ ~ ~ ~ ~n r ~ , GONSTRUCTlQN DRAWINGS
ND IMPACT \ I r F I I ~n j I ° I SEE 1A~D- ~ FOR AIL GRADING ~ ; , ? ~ ~ ,E~ ~ i~ ~ - y; ~
t I i k I i ~ ~i ~ ; ~ I' ~ ~ ~ ~ I ~ ° ~ ~ ; ; I~ . ~ ~ Sheet Title;
C' 1 PT STA 9 ~ I ~ ~ I I ~ , ~ i ~i 4
115+21.99 ~ ~ I y. ~ I
~ / ~ 1 ~ ~ ~T 4 ~ ~ ~ ~ ; TRAIL i I ° ~ ~ ~ x, w ,
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i-_-r' r rj. 1 ~ .n ~ ~ j ~ ti ~ ~ ~ ~-G '~~~-~E I I , ' ` ~ ~ ~ SURREY GREEN
I I 115+09.72 PC ~i]A SECTION 1
3 & EROSION CONTROL PLAN 30 0 30 60 s0 ,
CD-21 SITE & LANDSCAPE PLAN GRADING & EROS] - Sheet Number
TRAIL - SURREY GREEN SECTION 1
1 3 0, Scale 1" = 30'

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0719-OP-98-1592 EA5~1EN ~ ~ - _ TM 4POA 45-OOP ~ ~
I ; -2 RE 5 URREY GREEN HGA l~ ` u ~ ~ ~
~ ~ ~ 4-HS ~ - DB 1189 / 67P ~ , ~ ~ ~ ~ \
1_IV ~ , I F -B WATERSHED ~ ~ ~ ! ~ ~ ~ ~ i'i ~
~ ~ ~ I~ Z 4 Q ~ A , 0 WA INC 5 USES VAC NT ~ ~ ~ ~ ~6$ ~ ~ ~ ~ ~ ~ ~
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MULGH PLANTED ~ ~ ~ ~ ~ 0 ~ ~
Ai21=A 1~lITH PINT= ~ ~ f ~ ~ ~ I ~ 51RAW ~ i ~ ! I ~ ~
~I ~ ~i ~ ~ I c~ A ~ ~
/ ~ ~ ~ r ~ ~ ' !END AVY i \ ~
h ~ ~ i DUTY PHALT ~ ~ C'J~ x I i ~ ~ ~ ~ L.EC-~END ~ A
I DO NOT 5ET 6 TALL PA ~ ~ ~ VI - , ~ _ ~ , ATE1~ ITEMS ~ DI STl7R~ DI5T~7R~ANGE >~~EA ~ ~`L~ ~ I~ ~ ~ , / / ~ z ~ ca
CHAIN LINK FENGE 12 G5 ~ PROPERT'P' REL . . ~ \ =3200 5Q ~T r _ ~ ~ ~;,1 1 ~ ~ ~ r ° , r 4 ~~t~'1~~~eaa
ACROSS SEWER ~ " j EXISTING PROPOSED t / - - PROPERTY LINE EASEMENT ~ i STA 40 LE 10'~BEE ~ ~ ~ i /
~ ~ ; ~ , HEA DUTY i ~ - - / a ~D 1 ~ ~ \ a
- EASEMENT LINE ~ ,i ASPH T ~ E ~ ~ 1 ~ / ~ / ~ - 111 Nest h~ain Street ~ ~ ~ ~ I'~, ~ ~ ~ ~ ~ SILT BEN ~ \ ~
~ ~ I AVI g 11-G5 \ ~ P RE: 5TRUGTURE \ ~ ~ I ~ ~ R~: 2/ ~ ~ ~ Durham, N.C.27701
_ u 3ro-1 /~C 5-IV --a--o- -X-X- FENGE ~ ~ ~ ~ , ~ ~ ~ I ~ ~ ~ ~ ~ / ~ p 919.62.®36~ ~ 1 ~ I ~ i rat / ~ ~ ; . I
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t ~ + t f ' ( ~1~ ~ ~ ~ ~ ~ ~ W Wwrw.cjfipa.com
~ ~ ~ ~ PAVING 1 MULCH CANTED I ~ ! ~ I ~ Pi~TEGTION ~ ~ ~ ~'I ~ i ~r~~``
I ~ ~ EXISTING PROPOSED / AREA ITH PINE I ~E~lGINC 1 ~ ?
f: ~ / S I a~' ''I ____v CURB e GurrER ~ ~ I RE. 31-3 ~ ~ ! ' X~ ~ ~i ~
, ~ C~ ~ t ~ ' ~ X l ~ _~~j~
EDGE OF PAVEMENT
~ ~ , 41V u, <:r { a - ; CONCRETE SIDEI^IAL.K it ~ ~ ~ ~ . 258,7 t~ ~ ~
4 ' N TH F AT . 1 ~ ~ 5 LE G L , " ~ ~ ~ ~
BOARDWALK RE; 7/D-6,1 .t,~•. ! ~ _ 4 ~ DELINEATED WETLAND AREA _ ASPHALT 51DEWALK ~ u~ ~ " ` ° , 380 SQ ET - .008 AG ~i h' `~~4 1..~. } 1 f
, i ' ~ MPA T HEAVY DUTY ASPHALT SIDEWALK 2/ N01 G , ~~Z ~ ~ ~ ~ a ~ ~ ~ „h ~ ~ ~ ~ ~ ~ I 11
~ ~ / ' ` t / ~
,b`Y ~ 4. sra STATIONIN FROM POINT / Q t+a3.2t OF BEGINI~NG
~ ~ ~ / I ~ Q~ ~ POINT OF CURVATURE ' ~ ~ ~ f I ~ l t`; i j ~
~ a ANG PT ~ r , , r - , POINT OF TANGENCY ~ ,,,ta ~ TIES a' S1LT ENGE ~ ~ ~ ~ ` ' I
,z}~ ~ y 'I 125 1.17 UTILI F i EXISTING PROPOSED r ~ RE: 2/D-3 a ~ E-~~ 5 3 ' ~ ~ i F;y
(2) BOLLARD 4/D-2 ~ • ~ ~ ; ~ C ~ ~
UTILITY POLE .3 WI~ PAINTED DIAMON 'WIDE 100 ~ ~ ~ ~ a ~ , t ~ ~ ~4 ~ Project:
NyaAY ® GATGH BASIN ~ 0719-OP-98-159P ~ ~ ? CREE - _ i I \ ~ ~ ~ ~ ~ a/' ~ 4„
- ' ~ ~ I 51=MEAT I RAISED MANHOLE / ~ - ~ '~6 TM 4POA 05-OOP . EA ss ~ ~ ~ ~ r
SURREY GREEN HGA ~ DELINEATED WETLAND ARE
DB 1189 / 67P " ~ _ ' ----sa---- so STORM DRAINAGE PIPING F/J-B WATERSHED 3565 SQ FT - .084 AG ~ II ~ ~ T ~L
u ~ ~ I ° ~ CULVERT e; ~ Z~NINGt PDR 4 NO (MPAGT i - 0719-OP 87-6709 ~ ! ~ t't x
USES VACANT ~,i ~ ° . - - SANITARY SEWER I` ~ ~ a ; TM 4PP-06-OOPA l ~ i ~ E ~ ~
~ PROPOSED 10 ~ ! -FO-~-- FIBER oPTiG LINE c , _ ; SURREY GREEN HGA ~ ASPHALT TRAI E , DB 1472 l 642 NOTE: CITY ~ DURHAM SEWER LINES ~ } 1
RE; 1/D- `~~,r. l • F/J-B WATERSHED ~
~ ~ i EASEMENTS SHALL E3E ACCESSIBLE AT ALL ( ~ ~ ZGNING~ PDR 1,3 ~ ` F I~ ' TIMES FDR MAINTENANCE Atdn REPAIRS
' 10"~ yc. ° ~ USES VACANT M'ACT WITH THE 6ENERAL ~ ~ ~ ~ / ~ ~ ~ ~ 3 ~ ' ' ~ ~ ~ ~ ~ ~ Dtr~nx OPSSI 9enc~ ,gym Teaas
- ~ ° GONTf2ACTOR. ~ i' ~ ~ ~ ~ 10 YC l ~,r'' i ~ ~ ~ ~ ~ • / ~ ~ Q r ,
' I; _ ~ ~ TOPOGRAPHY ~ i - - / ~ s ~ ~ ~ ~ - ~RT15®UTH
~ ~ ~I r ~ r r ~ ~'\~?i t { ° ~ . ~ 338 ~ ~ ' ALL RESEEDING OF DISTURBED GONrouR ~ ~ + . ~ ° / ~A ,~~p ~T,, i E , , i F; TRAIL SYSTEM
i y i WARNING SIGN , ~ f 1,2" Yc o r i ~ ° p AREAS IN THIS SECTION IS TO BE x 1~7•~ + 157.5 SPOT ELEVATION (TRAIL G/L) f
1/D- ~ RIPARIAN GRASS MIX. 1 ~ ° G' ' TOP OF BAN ~ ~ Y~ o `a. ~ ~ ; ~ i~~o ~ ~ DURHAM NC
t ~ i , STREAM ( KI 1 / [f i r ! x
Q 2 , 1 , FLOODWAY ~ ~ 0 l J 8 SGHEDULI~ 80 _ ~ ~ ` t ~ ~ ~,1 1A~D-1 ~ FOR TRAIL GRADING
- FP - FLOODPLAfN (FLOODWAY FRINGE} ~ 0 PVG GRITTE 'PIPE ` : r ~ /
t U- 16 LE t ' Y I so' STREAM HUFF ER . `b, i r ~ DURHAM STREAM BUFFER /
. _ ~ _ ~ ~ REQUIRED (SIZE VARIES} J t 'f r ~ , / ~ E t. V ° r ' E 1 T~ ~ e~ l ~ {ri i l
I I N TE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ ~ , ' ` s€ ( jt E ~ 1 OWNER:
~ DELINEATED WETLAND AREA ° ~ I: o a TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ 2~ ~ ~ ° ~ } x ~ 1 ~ ~ CITY OF DURHAM
72 3 SQ FT - .1b6 AG y ~ o _ ~ I AGT AREA o r ~ Q ~ ~ ~ ~ 101 CITY HALL PLAZA
I NOTE: WHERE NO PROPOSED GRADING IS SHOWN, 765 SQ ET - .018 AG I. ~ ~ ~ ~ - ~ o~! ~ ~ ~ ~ ~ ~ ~ ~ ~ DURHAM, NC 27701
. t I TRAIL 15 TO ~ CONSTRUCTED TO A ' N ` FINISHED TOP ELEVATION THAT MATCHES ~ ~ . ' ~ ~ ~ ` ~ ~ ~ ~'E / ATTN: BETH TIMSON
~ THE EXISTING ADJACENT ELEVATION. / I , ~ ' ~ d~~ _ ~ ~ ~ , ~ ? ~ ~ / PARKS & RECREATION DEPT
~ a~ l ~ i, S f ~ ~ ~ ~ ~ ~ ~ ~ I ~ 1 ~ ~ 1 ~ ~ ~ _ i ph:919-560-4355
EROSION CONTROL ITEM 1 i II~ t ~1 1 ~ ~ ~ ~ ~ fx: 919-560-4021
F r PROP05ED - ~ ~ ~ F-"
SO, ! a ` W SILT FENGE (TEMPORARY) RE: 2/D-3 S 10" ASHY `a ~ _C J~ ~ i I 3 t i
I~ ~ W E PROTECTION FENGE RE; 3/D-3 I ' ' ~ "J ! ~ ~ ; TEMPORARY} , ~ A S ~~1C" A~N° a ~ ~ 1
~ Q 1 ~ ~ w
i ! ~ - TEMPORARY DIVERSION DITCH RE:5fD-3 ~ ~ ~ ~ g ~ fi ' w . 8 ROCK PIPE INLET PROTECTION RE; 1/D-3 fi~ , i. ~ j ~ ~ 51LT EENGE /
R ~ o~oa ~ ~ ~ , ~i ~ ~ ~ ~ i 4 ~`s~ , 1 RE: 21D-3 ~ s
10 ASPHALT TRAIL w ~ 1 SEDIMENT TRAP RE~ 4/Da4 t RE 1/D-1 `f ~ ~ ~ cn `t'
® (TEMPORARY) I - ® ROCK GHEGK DAM RE•7/D 4
Q ~ (TEMPORARY) /
tom. / I ~ ~ I z
' ~ ~ ~ ~ ~ I a REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES \ I ~a t Uf ~ ~ 2ro"3 ~ ~ ~ ~ I ~ ~ :a ~ ~ \ I i
~ i AND RESEEDING OF TH05E AREAS FOR STABILIZATION (S . i;? o i t i i 10 CONTROL PLANS. ^1 ! I ~ / / r ~ ~ ~ ~ ~I ~S f ~ ~ i
TO BE COMPLETED PER APPROVED EROS N c z. i . ~ ~ , 27.3 ~ ~ ~ ~ ~
5} r~: t ; ,t ~ e VEGETATION ~ ~ ~ "'E i , f / , /
~ i ~ ~ 6. _ . EXISTING PROPOSED ~ N I'.
€ ~I aK TREE TO BE REMOVED
o~ ~ ~ oz-~~ 6 ~O~ 422--06-00 A f ; ~ TREEIh;HRUB~ \
t 4 ` ~ SURREY GREEN HOMEOWN ~ S ASSOC. 6 AK ; ~ NoT;= THR~ WITH ~~EpS _ A ~ , TREE PROTEGTI ON F ~ ~ ~ ~ , ~ ~ ~ ,
~ I ~ A 0 pPROTEGTION ZONE ' y 0719-02-87-6709 s ~ ~ EaUAL To 1' RADIUS PER 111 ~
I TM 42P-06-OOPA ~ , ~ TREE TRUNK CALIPER ~ ~ ~ ~ ~ ~ ~ ~ ~ RE: 3/D-3 ~ % / ~ ~ / ~ DRAWINGS NOT RELEASED
SURREY GREEN HDA = x~ ~ ,,1 - ~ ~ ` ---r`'~" VEGETATION LINE ~ ~ ~ ~ ~ ~ ~ I , / ~ ~ ~ ~ ~ FOR CONSTRUCTION
DB 147P / 64P 'I ~k~ t FIJ-B WATERSHED ~ ~ i \ ~ ~ ~ A ~ ~ ~ ~ ~ I ~ ~ ~~i Job Number: 0831
~DN1NG~ PDR 1,3 \ ~ t \ ~ ~ ~ ~ , l } .
~ T ;l USEt VACAN NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~ ~ \ \ , x ~ ~ / ~ / '%s` Drawn __W_LR,CP JW JC,KByKN
FLAT BOARDWALK LONG 80ARDWALK AND HEAVY DUTY ~ ~ ~ ~ ~ ~ ~ ~ 'i s Checked _ DAJEOS,TRKSAB KH
~ ' ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ~ ~ ~ ~ Date 10128105 CD RESUBMITTAL
t ~ ~ - ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED `4 ~ i ~ ~ ~ ~ i ( ~ ~ Revisions 2115106 BID SET ~ ~ ~ ~ ~ ~ W I ~ ~ ~ ~ .3/D5l08 ISSUED FOR
f IN FIELD DURING CONSTRUCTION BY LANDSCAPE F ~ E`;:',', ~j ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ ~ ~ ~ ~ ~ N ~ CONSTRUCTION
~ ~I `>1'`' + DURHAM PARKS AND RECREATkON. ~ o: ~ ~ i ' ~ t!i / ~ ~ i ~ ~ ! , $i ~ ~ 6115109 BID SE7 ~ ~.f
o~ 3 ~ , ~ ~ ~ ~ ~ ~ F; 7114109 BID 5ET 4~ ~ / ~ ~ V ~ ~ 'i ~ ~D ~'4 ~ I f ~ ? 71271D9 BID SET REV
SET 6' TAL GHAI ~ L ~ ~ N I ~ ~ 1 ~ , G ~ ~
LINK FENGE ON j, ? ~ ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS _ - ~ EASEMENT LINE ~ rn
~ 5/1?-2 ~ s~_,, ~ SILT FENCE OR TREE PROTECTION FENCE
~ ~ ~"'I bSt~i111U1f! t ~ i o~~°~`, C A e~'~o 1 ~ \ ~ AI ~ 1',
~ 1 \ ~ ~ ~ ~ ~ ~ ,ice ~ , ~ l ~oaQOOOOUaoQOO~ ~ ~ ~
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i 1 9~•q ~ ~ n. 1 m~ 5, O f ~ ~ 4 i I ~ O c O
' X N ~ O~O ~Q X m i E it '~o ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ o Sheet Title: ' ~ ~ 4 SERL o d o ono
i t k 'i 4 n. "E/ _ e .a F ;I a , p t._, v ~I r ~ , ; ~ ~ ~789~ s ~ I I o q ~ ~ ~ ~ ;E ~ ~i o °°°®~~czN~~~~°`~~ TAIL
~ ~ 0 0 eye ti ~p /
ILK.. ~ ~ , ~~N H P~' e* ~ tl ~ q ~ - ~I~I 0~ _ ~ eo o ~ ~~o
~ ~ i'.~' ~ ~ ~~rc~rE R~~ , ~ ~ ~ i i i ~ 1, N ~ ~ SURREY GREEN
SECTION 2
N CD-22 SITE & LANDSCAPE PLAN GRADING & EROSI TRAIL - SURREY GREEN SECTION 2 & EROSION CONTROL PLAN 30 0 30 60 90
Sheet Number - _ ~ -
Scale 1°° = 30'aD-22
1 "=3d

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t
1
'
i i ~ 0719-02-99-6222 'r ~ ~ ~
TM 418-02-004A ' . TC CHRISTINE BARNETT FNWLER' v,t ~ a
~ ~ DB 1886 / 146 ~ ~ ~ ~ ~ y W
I`I ZCNING~ R-20 ~ ' ~ ~ I ~ F"~ r
USE. VACANT ~
y ~ ~ ~ I ~ ~ ~ ~ ~
~ ~ ~ ~ W
l,. ~ ~ TM
DELINEATED WETLAND AREA-'' ~ ~X 10477 SC>1 ET - ,241 AG ~ j ' ' q~ Y'.
+ IMPACTED AREA ~ IT•`°'°° 11 \ ~ ~ ~ j I ~ - °°m~.A r~ I'1 L
398 SCE ET - .009 AG ~ ~ ~
~ , ~ ~ ~
~ > i 0719 02 99 6073 TREE PROTE ION ~ ~ ~ t ~ ~C~~C~Q z
~E .~.TM,418-02-0048 PEN IN6 ° ~ CIT~K i]F IlURHAM LEGEND
3 3 ~ DB X461 / l18 w ' 1``~ \ ' z •
~ ~ _ ~ PROE'E:RTY RELATED fT~MS \ ZaNING, . R 20_ ~ ° ~ XISTING PROPOSED " ~ ~ l _ ~ ~~hlU ll t1~NJP.A.
A ' ° USA, VACANT 'ti ~ I 0719-02-99-4012 ~ ! _ ; + 5Q 5 - - PROPERTY uNE II ~I ~ , ~ ~ ~ A sr~ a
TM 418-02-004 ~ ! *s I ~ \ SAM \ M g~
' ~ >~1fiPE~ - - e- EASEMENT LINE CITY OF DURHAM , ~ ~ ~ ~ ~E~ ~ 111 Vilest Main Street
DB 2103 / 281 I ° ° ° ~ ZONINGa R-20 ~ ~ ANG PT = 0 STRUCTURE ' '1 ~'E ~ ~ - , _ ~ Durham, .C. 27701
AC NT ~ ; ~ 132+75.76 _ _ ~ USE V A v -o-o -x= X= FENCE i 1J ~I ~ ~ ' _ ~ P tai 132+75.7600 z p 919.652.036
~ - ~-1,32+74.79 adjusted ~ ° ~ ti 'w ° ~ RETAINING WALL . ~ r ; . ~ ~ ~ ~ ° ~ ~ ~ t 919.668.5646 I ~ ~ ~ ~ a q A tt~.3 ~
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A a ~ i f' ~ i'AVINC I ll ; ~ ~ ~ 1 ~ ~ ` ~ i
' d II ~ . EXI571NG PROPOSED 130 LP BOA WALK E ° ~ ~ ~ .,_i
E r RE: -6.1 j - J ~I ~ . , ; r
~ CLEAR TREES TO 10' _LLw_-~~ CURB e GUTTER `ti ~~i" ~ ~ FROM PROPOSED _ EDGE OF PAVEMENT E II ' ' I, ~j E PROT~GTION
~ ~ ' ` ~ EPNGING ~ r ?
BOLLA 4/D-2 n~ ~ ASPHALT TRAIL ~ ~ ~ ~ ~ ~ ? ti a. , ; a CONCRETE SIDEWALK 0 STREAM BUFF WITH PAINTED DI MON ~ i` r ( ~ II
ER i I ~ ~ ~
~ PT STA ASPHALT SIDEWALK \ , 2~~l 7
132+6.97 ' ~ ~ ~ T SIDEWALK HEAVY DUTY ASPHAL ~0 STREAM ` r' ' 1 3
BUF ~ ~ ~ ,
o s-rn srATIONIN~ FROM P®iNT i ; _ t+k3,z~ OF BEGINNING ~ I 1 d f ~ ~ ~ :i; ~ ~ O / x t i -w l fe a /
• 10' ASPHALT TRAIL . ' ~ ~ ~ f ; ~ POINT OF CURVATURE ,
POINT OP TANGENCY i ' ~ ~
\ E _ ~ ~ ~ UTILITIES ~ WARNING SIGN . ~ ~ ' ~ ~ G ~ 1
' I ~_8 EXISTING PROPOSED
' F ~ J UTILITY POLE I ~ ~ , ~ 'I i i ~ ~z / ~ ~ ,Project:
~ ATGH BA51N ' W ? t ~ ? C t ~ ~ ~ ~ it ~
_ ~ ',.e, I i ~ RAISED MANHOLE ~ t~, ~ i SS
;~t t rr ~ ~ LIMIT OE WORK ~ ~ . 9 \ ~,A ~ ~ ~ Y~
t0" ~.G ~ i r ~r ---so- ~SO®.. STORM DRAINAGE PIPING Y ~ h f ~ , 1U'~ ~ ~UM ~ , ~ ~ 1~ ~ cE ~~L
' ~ C STA ' CULVERT 131 +23.82
~ - - SANITARY SEWER ~ ,
~ l WARNING SIGN; t i ~ -FO--- 1=1BER o~TTIG LINE
~ I RE: 1/D ~ ~ ~ :CITY OF DURHAM SEWER LINES 8 ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ EASEMENTS SHALL HE AGCE5516LE AT ALL ~ ~ I TIMES FOR MAINTENANCE AND REPAIRS ~
~ ~ PT STA 4 ~ ~i; y A THROUGH GUNTACT WITH T'HE GENERAL ~ ~ ~ ~ A ~ ~ ~ ~ o ~ nos aP~N s~s~ ~ ~ `t
DELINE~~TED WETLAND AREA ~ ~ ~ 130+97.73 h ~ ~ x . CONTRACTOR. 498.4 - .114 AG ~ ' j
~ ~ Ta~oc-~A~+~Y IMPACTED A ~ , ~ , A~ ` ~ ~ ~ 51LT i+ENCING ` ,r N~RTHIS~UTH
338 323 SG2 3=T - . 0 G A~ ,i _ ~ - CONTOUR
I ~ x 157.5 + ATIDN TRAIL G
~ ALL RESEEDING OF t57.5 SPOT ELEV f /LJ ' _ ` ~ DISTURBED AREAS IN THIS ~ ~ ~ ~ ~ ~ ~ i'~ ,'~'1 DURHAM N i` \ \ ~ \ \ ~ r ~
~ _ e STREAM (TOP OF BANK) ~ '~,,t ~ s ~ J ~ S TI 10 BE s . ~ EC ON ST `
. FLOODWAY ' ` ' RIPARIAN GRASS MIX. • r.
END 6 TALL CHAIN ~ < ~ , : ~ - - i' N OODWAY FRINGE ~ , FP FLOODPLAI (FL J
LINK EENGE AT ~ r ' , , ; k / so' STREAM BUFFER DURHAM STREAM SUPPER ~y ~ (J~~ \ l ~ i7 I 1" t".
SURREY GREEN ; ~ ~ ~ PC STA i' _ REQUIRED (SIZE VARIES) i ~7 ~ A ~ ~ ~ ' ~ I ~ ~ ~ ~ TRBE PROT~GTION ` ~ ~ ~ _ ~ ir~NGIN6
PROPERTY LINE ii 130+41.31 % ;tutu ~ ~ n THIS PENCE 15 THE c~ ~ ~ u~` ~ S("' , NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL
~ , ~ LIMIT OE WORK ~ TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. V' ~ ~ ~ ~ ~ RE, 3/D-3 ~ OWNER: p ~ r E.~ G1TY OF DURHAM f ~ ~ ~ ~ E; ~ ~
~ I , \ ,i i I. \ ~ ,F ~ ~4 I ~ ' ~ ~ ~ 101 CITY HALL PLAZA
' 1= ` ~ 5 40 LF BOARDWALK , ~ ~;-;1. NOTP: WWERE NO PROPOSED GRADING IS SHOWN, i'' ~ Ay ~ l~". I b ' 1 ~ DURHAM, NG 27701
;f ~ ;'I RE: 6/D-6.1 TRAIL !S TO i~ CONSTRUCTED TD A R ~ ~ ~ i ; , s ~ ~
" ~ ~ k'' ~ ti ~ FINISHED TOP ELEVATION THAT MATCHES • . ~ ~ m k y ~ ~ THE EXISTING ADJACENT ELEVATION. ~ __i'C ` " - ~ ' ~ ( ~ T~MPORIARY 5Tf21=AM ATTN: BETH TIM50N ~ ! OR0551NG-0N51TE PARK5 ~ RECREATION DEPT ~ 5Y T FENCE \ ~ ~ ~
0719-02-98-1734 , ~ ` ay-~~' ~ i ~ j I 2~p_3 ~ ~ . ~ ' ~ ~ ~ I ~i DETERMINATION ph:919-560-4355
° TM 418-04-001 ~o" g~F ~ ~ ~ - ' _ ~ ~ , ~ ° . _ ~ ~ REMOVE ISLAND EPROM TOP EROSION CONTROL ITEMS ~ GEQRGE & LaUISE MCKEE ~ z. ~ ~ ~ fx:919-560-4021 ~ ~ I 40 BEE y ~ . I 2/D-~
~ OP BANK EL. 259 TO BOTTOM PROPOSED ~ / ~ DB 304 / 412 - ~ t:, ~ ~ A; ~ ~ r~ I nfi J
1= CHANNEL EL. 254 SILT FENCE (TEMPORARY) RE:2/D-3 ZfJNING~ R-10 ~ ~~1- 1 ---SF ' ~ ~ . s ~ ~ 1 N ` r ~ ~ R! P RAP BANK `3,
5 ~ a - USE. VACANT ~ ~ ~ = " - , I ~ , ~ ~ E PROTE TION FENCE RE•3/D 3 ~ r \ i I ~ ~ ~ v~' ' ~ ~ ! STABI!_IZATION
. 1' ~ TEMPORARY ~ / \1 \ F l
~ ~ - rsn - TEMPORARY DIVERSION DITCH RE:5/D-3 / ~ - ~ / y ~
t"~ ~ ~ ~ ,"i;~.f ~ oL, ROCK PIPE INLET PROTECTION RE: 1/D-3 ~ ~r ,
i [ ~ 3 i 4 ~ ~ PT STA I NT TRAP RE:9lD-4 ° 129+78.7 (TEMPORARY) / ~ ~ ~ ~ ~ y ~l ~r, ` y Fr~
i ~ a ~ 1 . ' ~ r j ® ROCK GHEGK DAM RE:7lD-4
~ (TEMPORARY) .
2 LARD 4/b-2 ;<<:~ ~ ~ , , ?~I ~ ~ ~ ~ ~ r ~„a r ~ ~
WITH PAINTED DIAMOND r" ' ~ WARNING IGN ' i. ~ ~ i ? ~ ; REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~ ~ ~ i
I ~ RE:1/D- / ~ ~ AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS ~ ~ + ~ I r ~ E' I ,~i rc.'; 11
. ~ ? TO BE COMPLETED PER APPROVED ER0510N CONTROL PLANS.
s ~ ~ VEC~ETAT4ON
1°F „ iS1 EXISTING PROP05ED ,SET 6 TALL GRAIN LINK TREE PROTE~GT(ON ~ ~ i ~ I tS~~ ~~~~tiniii~~
ENGE ON EASEMENT LINE }u 12~+49.65 aK TREE TO BE REMOVED • FENCING ~~,1 c' ~ ~ ~ ~1
RE: 5/D-2 0 i'~ ~ . ~ ~ TREE/SHRUBS ~ RE. 3/D-3 ' t' it 3.~~ 1
~ N07E THAT EXISTING TREES ~ 6° Ai< ~ ARE DRAWN WITH SCALED '1 ~ ~,2 . f ` ~ ; I _ I
GLEAR TREES TO ~ f ~ ~ ; 6 ! f R00T PROTECTION ZONE ~4 ~,26,~ ~ ~ _ ~ , t ~
TREE PROTECTION -t1 EGtUAL TO t RADIUS PER 1 ~ 128 .2~~~' rn TREE TRUNK CALIPER ~ ~ ' ( , I ~ DRAUVVINGS N4T RELEASED
FENCE ~ ,r ,ri ~ ~ Y ~ VEGETATION LINE ~ ~ ~ I ~ ~ ~ FOR CONSTRUCTigN J ~ ~ ~ ~ ~ I
/ ~ ~ ~ f s r. w ,l ~ ~ ~i 1 ~i ~ 51L.T GE z,`7 I ~ Job Number: 0831
~ r`~ I'"~'•~ ~ t ~ ~ ~ ~ ~ ~ / ~ ~ `y I I I 2XD-3
~ :~s fl T S OF 10 ASPHALT TRAIL a ; ~ NOTE: FOR BIDDING PURPOSES ASSUME SEC ION ~ ~ t j w ~ ~ " ~ ~ ~ ~ ~ I ¢ ' ~ 1 W I -n ~ Il ~ drawn WLR CP JW JC,Kg KH"___
z I, RE: VD-1 ~ ~ I I FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ~ A hecked DAJ EOSITRK SAB, KH__
~~.I ' ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN y, 0719-02-98-1592 ~ ~ ; ~ P STA 1 ~ \ ~ ~ i ~ I ~ ~ Date 10128105 CD RESUBMITTAL i
ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ TM 420A-05-002 ~ ~ ;~~1 1 46.87 I ~ IN FIELD DURING CONSTRUCTION BY LANDSOAPE ~V"' ~ ~ A~ ~ _ , , ~ ~ r ~ ~ ~ ! r~ Revisions 2115148 BID SET__ \ ~ ~ ! I ~ ~ t [Y ' ~ ~ 3105108 ISSUED FOR`
f SURREY GREEN HOA ~ z ~ ' ~ . ~ , _y ~ y.~ \ ! ~ Q ~ ~ ~ ~,I I CONSTRUCTION _ .
~ DB 1189 / 672 I `~~E i 4 'i I ARCHITECT AND VERIFIED BY GENERAL SERVICES AND `y ~ F/J-B WATERSHED t 2" .GUM ~ DURHAM PARKS AND RECREATION. ~ ~ \ ~ 12~~.GUM ~ ~ ~ ~ ~ i i; 6115f09 BID SET _
° ZBNING~ PDR 4 ' ~ ~ ~ ~ A 1 I , , ~~ti, USE+ VACANT A
\ ~ ~ ~ _~f ~ ~Vi ~i~ II I, 7127109 BID SET REV--- ~ _ ~ ~ \ ~ t o r ° ~ ~ I ~ aL ~ ll!'G ~ I' ~ 8114109 REV
`"~t ~ 3 w i t p , WHERE NOT INDICATED, LI~11T OF CONSTRUCTION WORK IS ` - i ~
~ I ~ ~ ~ u~' SILT FENCE OR TREE PROTECTION FENCE / ~a~
~ op ~ ~ t~ } ~ 17. ( k \ , 3 'F- \ ~ ~ ` i I \ \ ~ i ~ ~ I~ ~ ~ ~ I
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V r . ~ ~ ~ ~ ,o Q 1 ~ ? 0 k1 ~ ; ~ \ ~ ~ ~ , ~ ~ ~ - ~ CONSTRUCTION DRAifUIN*aS
G ' ~ \ ~ t~ ~~r ~ ~ 'j ~I ~4 I ~ LAND SCgp~,~~/ o~ I r , ,.i O rv ,12 W ~ [ ~~~..®~9 ya7y• C c-~-~ ~ ; ; ~ ~
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. - ~ ~ s ~ ~ ti ~ . 1° » OAK ~ ~ 4 9 ~ ~ ~ ~ ~ _ . 1
~ ~ ~ ~ ~ ~ v ~ s ~ ; ~ ~p A
\ . ~`V (1 ~i ~ GIs .,,a F~/n. ...,A~ .o A ~ ~ ~ ~ SURREY GREEN
J
SECTION 3
CD-23 SITE & LANDSCAPE PLAN GRADING & EROSI TRAIL - SURREY GREEN SECTION 3 & EROSION CONTROL PLAN 30 0 30 60 90 _ Sheet Number
Scale 1" = '30' x
pI 1' = 30'

j
/ / ~
3 ~ ~ ~ ~~3 t ~ ~ r ~ ~ ~ ~ ~ ~ \ ~r,' ~ ~ ~ a 60.3 ~ ~
END HEAVY DUTY ~ ~ ,y pG r r , r - ~ ~ ~ o , , ~ ~ ~ ~
ASPHALT PAVING ~ 1 ~ U
~ ~ ~ ~ ` 41 0 .64
J' ~ ~
/ i / / - _ s ~ I x
Q ~ 1 ~ ~ r ~ Ci ~ : ~ ~ ~ / ~ ~ ~ / ~ A ~ i y
U ~ ~ / 1 ~ 1 0 ~ ~ ~ ~ a i _ ~ w / ~ i
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x e 0 / / / ~ 0 ~
,f ~s ~ ~ ~ / / / ~ ~ ~ ~o~0~~r~
/ / / / ~
~ ~ ~0
0 p 0719-02-99-8483 STAN LF ~ I ~ ~ ~ ~ t ~ ~ 1 ~
TM 418-02-006A ~ ~ r' t ~ ~ LEGEND ~ HEAVY DULY - n / ~ . WILLIAM & SUSAN WATSON ASP ALT PAVING ~ Qti~,. ~ PROPERTY RELATED !TENS ~
DB 1492 / 713 ~ ~ °t ~ ~ ~ T ~ PROPOSED ~ ~ F~ v v \ \ 269,5 w l ®i°» ~ « ~ pw.
3/D-1 ~M d' EXIS IN ~ ZONING; R-10 ~ `ti /
USE; 1--FAM RESID, ~ o' ~ ~ ~ ~ - • ~ - !'ROPERTY LINE ~ ~ ~ ~A ~,A ' x~'~ / ~ ~~P ( ~ z
• 10 ~ P ,,r'` ~ e- EASEMENT LINE . ~ o , ~ ~ 119 West Main Street
~ ~ ~ STRUCTURE r ~ ~ ~ ~ w Durham N.C. 2?701
- - - : / ~ i ---0-0 X X 729 01 09 1219 4~,,; , ~ ~ FENCE v ~ ` X268 ~ ~ ~ ~ ~ ~ f ti . C f ~ f ~ ~ p 919.632.036
TM 418-O1-001 ~ TAINlNG WALL ~ _ ' ~ ' / 1 ~ ~ ~ fi 919.633.5646
f ~ CITY DF DURHAM 1 ' PH AIL ~ ~ ~ ~ ~ J ~ ~~`~(i ~ / I y'` G ~ ~ ~ ~ ~ ~ wWW.cjtpa.com
DB 2103 / 284 ,p~" ° t . ;F : 1/D-1 ~ 1 PAVING ~
. ZUNING~ R-10 ~ ~ : USES VACANT O~ ~ a ~ EXISTING PROPOSED WARNING IGN I
~ (i~'' G RE: 1/i~-8 ~ ~ ~ CURB ~ C~JTTER
KEVIN DANIELS ~ ~ G" END BOA L~
~j~' PC ST ~ n ~ EDGE DF PAVEMENT ONE: R-10 .6/D-6.1 1 ~ V ~ s'~ ~ ~ \ V ~ ~ rr ~ l ~ ~ ~ ~ ~a
~ i 1 9 49.89 , • {G~'' a• < . CONCRETE SVDEWALK . ~ 1 +49. 1 , ~ i~`~,/r ~ 1 / ~ ~ 1 ~ s' / ~
ANG PT 4'f f ; - . pp' ~ JUST ~ ~ ~ ! ASPHALT SIDEWALK . 2 2 ` ~ 'J r r ~ I
138+61.01 ~ ~ _ ~ ~ ~ ~ - r ~
. i ~ ~ ~ ~ ~ l . ~ t ~ HEAVY DUTY ASPHALT SIDEWALK
• ~ ~ i ~ - - - ~
_ _ h 5TA STATIONING FROM PO9NT 719 02-99 6422 ~ ~ t+as.7t OF BEGINNING
TM 418-02-003A ~ o ~ ~ h ~ I ~G PoiNT of GuRVATURE \ \ ~ \ \ ' r ~ 3
CHRISTI~lE BARNETT FOWLER ® , ~ DB.1886 / 146 ~ , ~ ~ ~ ~ ` POINT OF TANGENGY ~ ~ I i 41f
UTILITIES ZDNING~ R-10 ; ~ ~ . ~ a ~ X11
US ~ VACANT ~ ~ o" p ~ ~ ~ ~ ~ EXISTING PROPOSED ~
8 ,-~rt+ 1 UTILITY POLE ~ C h . 5 v ~ ~ ~ g POJeC . \ P t' ` i
/ ~ ® ? GATGH BASIN ( ~ ~ +
RAISED MANHOLE i ss TREE PROTEGTI N i ~ ~ ~ OT~GTI~1N ~ ~ ~ Rid
~ ~ ~ t ~ FENCE RE: 3/D- z s~" BOLLARD 4/D-2
ANG PT ` ~ ~ so- ~•so-~ STORM DRAINAGE PIPING . O ~ , ~ WITH PAINTED DIAMOND ~ CULVERT ~
138+ 12 5 .
~;I i t ~ a ~ ~ - - - SANITARY SEWER ~ , - A, ! 89 F BOARDWALK ~ ~
L a ~ ~ ~ ~ -FO- FIBER OPTlG LINE • . RE: 6/D-6.1 ~ 6 ~ ` ~ n a 3 a ~ NOTE: CITY OF DURHAM LPNES ~ . ~ ~ ~ 2 61.4 ~ ~ ~
« ~ ~ I
, / T9 SHALL BE ACCESSIBLE AT ALL 30 LF GONG. BOARDWALK ~ ~ ~ . ~ ~ TIMES FOR MAINTENANCE ANp REPAIR5 ~
WITH` RAILING ' t ~ ~ ~ J THROUGH GONTAGr WITH THE GENERAL i 4 m a ~ a~ / ~ DuRrtna Oe~rt send ntm Tuns
7/D-6.1 ~ , cONTRAGTDR. . ~ g,i~. I (Y 260.4 ~ ~ ~ ~
~ ~ f TOPOGRAPHY ~ ~ ~ ~ ~ ~ ~ ~ ~ NORTHISC~UTH
,,,:z1 t:'~, I U ~ ~ ~ 338 ~ . 4 ll s, , , ~ ~ ~ ~ CONTOUR r, ~ ~ ~ x ~ TRAIL Sl(STEM
~ ANG PT ~ ~ ~ ~ X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r/~ DURHAM NC
~ 137+82.50 ° . ~ ~ ~ (a ~ ~ i STREAM (TOP OF BANK) ~ ~
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~ I ~ ~ REQUIRED (SIZE VARIES) ~I ~ ~ ~ t
. N ~a t ~ ~ NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL N ~ ~ ~ ~ ~ n ~ OWNER:
" ~ ~ ~ 0729-O1-09-1219 TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ ~ ~ ~ ~ CITY OF DURHAM
_ _ ~ ~ ~ TM 41s-of-ool 0719 02 99 62 2 3 0 ' ~ « - ~ a 3 ~ ~ ~ 101 GITY HALL PLAZA
TM 418-02-00 A ~ a ~ ~ CITY DF DURHAM NOTE: y,>~ERE ~ PROP !NG SHOWN, I I ~ I~ ~p ! ~ ~ ~ A DURHAM, NC 27701
CHRISTINE BARNETT aWLER n ~ ? ~ ~ ` - ( DB 2103 / 284 TRAIL !STD BE CONSTRUCTED TD A -rl .s ' ZONING; R-10 FINISHED TOP ELEVATION THAT MATCHES ~I r- ~ i ~ ~ \ ~ , ATTN: BETH TIMSON
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~ ~ ,l + ~ NSF SILT FENCE (TEMPORARY) RE~ 2/D-3 ~ I DISTURBED AREAS IN
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CLEAR TREES TO ~'s ~ BE RIPARIAN GRASS FROM NEW ASPHA T + rsn TEMPORARY DIVERSION DITCH RE: 5/D-3 ~ ~ 2 61.0 ~ ~ ~ f ~
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TREES < 1O ~ WAR IGN VEGE A
Q EXISTING PROPOSED
~ - ~ I 0719 02-99- 73 ti , ~ ~ 14 - . aK TREE TO BE REMOVED
`j TM 418 02-004 ' 10 ASPH T TRAIL ~ , ~ CITY BF DURNA TREE/SHRUBS ~ ~
4 - • ' ~ H EXISTING TREES , . RE: 1/D-1 DB 2461 / 118 Ax ~ ~17R~wN WITH SCALED ' ZDN NG~ R-20 ~ .r, ~ ~ ~ ~ ; ~ ~ ~ , i. r~1,
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~ ~ ~ ~ . ~ ,t ~ ~ WARNING SIGN RE: 1/D-8 , ' ~ VEGETATION LINE ~ \ \ ~ ~ ~ ~ FOR CONSTRUCTION o
' \ : S ~ ~ ~ , , Job Number: 0831
• ~
~ ~ ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ' , ~ ~oS,,t'sr' , ~ 1 ~ ~ / Draw_n_ WLR CP JW JC KB KH
. ~ ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ',r~~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ~ Checked DAJ EOS TRK SAB KH \ V ~ ~ 'ti
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~ ~ DURHAM PARKS AND RECREATION, PT STA ~ ~ ~ °V ¢ y,a 6I16I09 BIRSET
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\ ~ PAIN DI !'fi. e` ~rA~ as 1 o . \ 111 z.. , ~ ~ ? \~®„oo seoo C aI ~ ~ ~ ~ , ~ ~ Ct3NSTRUCTION DRAWINGS ~ ~
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~ ~ ~ % J \ ` / 2 ~5 PT - .~65 AG ~ ~ GuLVERT END BOARDWALK f 9 5Q
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~ ~ ~ ~ 53154 5Q PT 10.4 AG ~ ~ ~ i / ~ NOTE: GiTY OF DURHAM SEWER LINES ~ ~ ~ TREE P~DTEGT~N ~ ~ ~ ~ ~ ~ ~ ~
\ ~ ~ a ~ ~ t~ ~ ~ ~ EASEMENTS SHALL BE ACCESSIBLE AT ALL ~ ~ i ~ ~ ~ \ EENGE f2E: 3/ID-~` x s ~ ~ a , ~
~ ; ~ } 1 I ~ ~ \ ! i TIMES FOR MAINTENANCE AND REPAIRS t ~ ~ ~ ~ \ i ~ ~ ~ ~ ~ `~S t r ~ ~ d ~ ^l i, DURIiAM OPEN SPACE dND TRAIIS
. ~ ~ ~ A ~ , ~ ~ ~ THRC~IGH CONTACT WiTH ThiE GENERAL ~ \ r~ , 262.E ~
l~ B \ ; ! / CONTRACTOR. I /
~ I, ~ / TOPOGRAPHY \ / ~3
~ ~ ~~\r'. V J \ l~ CONTOUR ~ \ ~ a j v~1 ~ ~ ~ ~ T IL T
~ ~ ~I X 157,5 157.5 SPOT ELEVATION (TRA#L C/L) r:':
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\ ~ QUIRED 51ZE VARIES = RE ( ) ~ + ~ ~ r,' TRUNK DIEM ~ _ . - AN PT STA ,\V~. _ ~ A 1 ~ ~ ~ ~ ~ ~~--~-'x T UNK V~JII~M
144 .20.02\, ~ ~ , i ~ - \ ~ - NOTE: NO FILLING IN FLOODWAY, ALL EXCAVATED M TER ~ , ` ~ ~ ~\1\ ~ ~ T;/ ~ - ~ OWNER:
/ ~ ( ~ l ` TO BE DISPOSED DF OUTSIDE OF THE FLOODPLAIN. ~ \V ~,X +1.5 ~ : - ~ ~ 1 - CITY OF DURHAM
51LT 1=ENGING ~ ~ ~ ~ ~ 101 CITY HALL PLAZA ~ - ~ R3:: 2/D~3' ~ ~ a t, 00~ ~ 2 ~ ` ~ ' ~ DURHAM, NC 27701
\ ~ ~ ~ l ~ . ~ V Al ~ \\'~i ~ ' ' i ~ \ NOTE: 6^~fEFiE NO PROP05~ GR?,DIN6 IS 9hI0WN, ~ ALL RESEEDING OF DISTURBED V i ~ I IS To ~ GONSTRUGT~ TD A
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~ SEDIMENT TRAP RE:91D-4 ~ ~ ~ 143+09.52 _ M~~ ~ , ! _ _ _ (TEMPORARY) \
/ / 0729 Ol 09 4660 ~ I '_c ~ TM S07-O1-001C ~ ROCK GHEGK DRM RE:7/D-4 r ~ , ~ 0
~ ~ ~ ~ CITY BF DURHAM (TEMPORARY)
~ / 1 ~ \ ',s~.,-. G i_ ~ 1 DB 2048 / 979 y,^~ r ~
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/ / I ,v~;;l ,/r--r ~ \V ~ / ~ ~
MINOR TRANCE 51C~N ~ ; / ` d ~ % F= ~ t"
TWO P T PC STA ~ ~ ~ ~CIN WOOD , aK TREE To BE REMOVED RE: 1/D~8 142+60.22 1 ~ i, ~ I BOAI~WALK ~ TREEiSHRUBS ~ j~ ~ P i 1 I' ~ _ ~ ~ ~ i / ~ ; ' ~ f~~ ~ ~ ,
i ~ ~ - ~ - NOTE THAT EXISTING T- _ES ~ ~ ~ / , ~ - ~ ~ 6/D-6.9228 LE)° AK ~ ARE DRAWN WITH SGAL :D ~
/ ~ i / ~ ~ ~ ~ ® ~ ROOT PROTEGTlON ZD'+ ' , / GUT EXISTIN _ _ ! - o a^~ . ; _ ~ ~ ' ~ 0729 01-09 1449 _ , ~ ~ o ; ~ \ - ~ EauAl To ~ RADIUS ~ z ~ ~ f i 1 r I _ ~ ~ \ i ~
ASPHALT FOR TM 418-O1-002 ~ ' t a iI TREE TRUNK GALiPt-R ~ ~e ~ S~ 3' ' ~ ' ' / , ° DRAIw'ifINGS NOT RELEASED
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~ ~ r 1/D-~ ; ~ . ~ \ FLAT BOARDWALK, LONG BOARDWALK, AND NERVY DUTY ~ r' ~ ( f ~ i i > ~ ~ _ ~ Drawn WLR CP J1N JO~VCB KM
ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ TYPE B/G ~ o ; ' P~ ~ II ~ ~r.J ~.I_aC~9.~ ~ ~ l f `~I ~ ~ ~ ~ i Checked DAJ EOS TRK SAB KH
~ / ~ o A i ~ ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ ~r ~ ~ ~ rl s~~ ~ ( j ~ ~ ~ Da#e 10/28/05 CD RESUBMITTAL
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/ ~ ~ ~ f .~V ~ f ~ ~UN1NU' R-1 ~ ~ r~ ee "y ~ / i ~ ~1~~~~~~~~ ~ ~ ~ ( ~ ~ ~ ;'v~ ~ ~ ~ Sheet Title:
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NOTE: WHERE NO PROPOSED 6RADIN615 SHOWN, ~ ~ % ~ A s HOR2046~W °,"r~, v.. ' ~ _ , - ~ - ~ ~ I ' ~ ~ ~ ~ ~ ~ DURHAM, NC 27701
TRAIL 15 TO ~ GONSTRUGTED TO A ~ ` ~ U~O.TO _ ~ , Q , ~ ~ FINISHED TOP ELEVATION THAT MATCHES ~ \ _ ~ Q ~ i ~ . , a 1 ATTN: BETH TIMSON
THE EXISrIN~ ADJACENT ELEVATION. ~ y ; ~ - ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ . ~ , ~ ~ , , ~ PARKS & RECREATION DEPT
~ ~ ~ - V ~ N ~ ~ _ ~ A ~ _ 4a . ~ ~ e ^ .'<~<~®~,~ ~ ~ ~ X12 ~.GIdM 1 ph: 919-X60-435
EROaIGM G4NTROL ITEMS ~ v j _ ~ ~ Q` ~ 1', A ~ ~ ~ , ti ~ ~ ~ ~ ` ~ ~1 ~ fx: 919-560-4021 - _
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AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS i ~ ` ~ i~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. \ _ / ~ ~ ~ ~ ~ ~ ~ A ~ V~ t ~ ~ i/
1 ~ 1~ ~ 1 , I h ,
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ROOT PROTECTION ZONE \ A ~ i ~ ~ i r ~ ` ~`J~~ ~ ~ ~i I ~ X14 5`~C _ ,
EQUAL TO 1 RADIUS PER 1 \ ~ ~ ~ ~ ~ ' ~ ~ ~ ti ~ ~ TREE TRUNK CALIPER V ~ ~ ~ ~ _ _ / , ~ t ~ ~ i ~ s~ , I~ J~~AWiNCS NOT RELEASED
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~ _ ' ~ F,R~O ~ 25' LONG FLAT \ l~IA9~NING 51GN
~ ~ ~ ~ ~ P, i ~ I - ~ y S ~ ~ BOARDWALK RE: °:65.8 RE. 1/D-8 Jefb Number: 083
~ \ t / ~ ~ / ~ ~ 1 ~ P~~~~ sue' ~ I ' I '`9 ."I ~ ~ Drawn WLR CR JW JC KB LWG
~ ~ ~ ; ~ ~ ~ ~ ~ ~ ` Checked DAJ EOS,TRK~SAB
~ ~ , ~ START ~ I ~ ~ 10' ~ PoP ~ 2 S~ ~ i ~ ` ~ ~ Date_ 10128105 CD RESUBMITTAL
\ ~ ~ ~ 1 1 r-- ~ ~ ~ I l 7, 1 F~ s~ ~ , r BOARDWALK - ~ ~ \ ~ ~ - ' 4 ~ ~ Revisions 2115!06 BID SET ~ (2) BOLLARDS \ ~ I ; ; . ; ~ a121ros REVisioN
\ ~ VA t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ i~ I~ i RE: 4/D-2 ~ ~ ~ t~ la ~ ~ ~ ~~s 4"~ SITE PLAN-SMEETADDED
\ ~ ~ ~ ~ i ~ i ~ ~ ~ i i Oi ~ ~ ~ i ~ ~ a 1 `3 ~>Y r ,
NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~ ~ V V ~ ` ~ , ~ ~ _ ~ ~ ~ ~ ~ , ~ ~ ~ 1 ~ ~ 0820-17-11-2334 ~ ~ , ~ s1o51oa issuED FoR ` ! ~ CONSTRUCTION II i TM 507-01-003 `'t ~ ' , i s/6/o9 BiD SET -
FIAT BOARDWALK, LONG 80ARDWALK, AND HEADY DU1Y v \ ~ ~ ~ ~ ~ ~ , ~ , ~ ~ , , ~ ; CITY []E DURHAM ~ ~ ~ -
ASPHALT SECTIONS WILL BE CONSTRUC E A S 0 \ ~ ~ ~ ~ ~ ~ ~ , ~ ~ , ~ , ~ ~ t ~ ~ ~ ~ << ~~k ~ ~ , D$ 47 / 458 DELINEATED WETLAND AREA ~ i ; ,
ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED ~ ~ ~ = ~ , ~ ~ ' ~ ~ + ~ ' 1 ` ~ ~ I ~ ZdNINGI R-20 _ - ' USES VACANT 14622 FT t .336 AG ~ ~ , ,
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V ~~,r ~ i i t ~ - > > , , , C STA ~ ~ v ~ ~ , 160-94.16 ~ ~ ~ E.
WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS \ y ~ ~ ~ ~ ~ ~ ~ , ~ , Z~ ~ t , ; ~ ~ S~ \ \ ~ : may.. ~ ~ ~ i ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ r ~ ~ ~ '`T S~~R ~ . " "j it ~i,>I~~ ~ Sheet Title:
SILT FENCE OR TREE PROTECTION FENCE ~ A A ~ ~ ~ ~ t, A ~ ~ ~ ~ i ~ ~ l i ' ,r' ~~tS~M~NT/ ~~NT' ~ PG STA ~ ~ ,
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EQUAL TO 1 RADIUS ~ ~ 1 ~ i ~ TREE TRUNK CALIPER / ~ ~ ~ 25 LONG FLAT ~ l~ \ 0 F~S~~~ ~ S~ ' ~1 ~V D WINGS N®T RELEASED
BOARDWALK RE: , - , . VEGETATION LINE ~'t F®R CGNSTRUCTI®N
Q 7 -6.1 i' 0 S ~ ~ 1`. ~ S~~~P S ~ 1 s ~ \ ~ ~ ~ ° ~ Job Number: 0831
5 ~ ~ ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~
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TED DIAMOND S~- ----_S c PAIN ~ ~ RE: ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED f ( b _ - V ~ ~ eta SEE ~ 9A/D-1 FbR TRAIL GRADING ~ ~ , ~ Date 10128105 CD RESUBMITTAL ~ S ~ ~ ~ ~ ~ Revisions 2115146 BID SET _
~ ~ ~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ ~ I ~ ~J ~ V / ~ ~ ~ 3145108 ISSUED FOR
~ ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ 0820-17-11-2334 ~ I 1 , j ~ ~ A\ ~ \ CONSTRUCTION
- DURHAM PARKS AND RECREATION. ~ ' ~ ~ TM 507 01-003 I I ; 1 1 , , NOTE THAT NEW STORM " t ~ r `~.`ii\ ~ ~ 6115109 BID SET 7!14109 BID SET
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Z~NING~ R-20 T I DICATED LIMIT OF CONSTRUCTION WORK IS ~ I ~ 14622 5Q I~T - .336 AG WHERE NO N ~ ~ ~ j EXTEND BEYnND EDGES , ~ ~ i - -
USES VACANT ' i F NCE OR TREE PROTECTION FENCE ~ ~ 1 IMPACTED AREA S LT E ~ ; • ~ / i I~ ~ OE 51~NITARY SEWEf~ ~ ~ ~ r
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° ~ : °°NDSCq ~ , 160+94.1 ~ ~ o CA ~o ~ ~
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SITE` & LANDSCAPE PLAN e~ GRADING & EROSI( & EROSION CONTROL PLAN 30 0 30 W 60 90 SECTION 1
CD-28 Sheet Number
TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 1 = -
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. I 0 -17-11-2334 07-01-003 U
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~ t t NING~ R ZO _ ~ E. FACILITIES - ' 0 GONC GONGRETE TRAIL v ~ ~ ~ ~ ~ ~ p ~
9-MU' ~ AINTENANCE ~ EXISTING PARKING ~ LOT TO REMAIN ~ ~ RE: 7/D-1 i PoP ~ ~ ~
~ ~
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- ~ = • ~ ; ~ PROPOSED 0 HE S TAIL 2-~P 1 X 2+ ,41
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~ BOLLARD ~ - ~ ~ ~ ~y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0820-17-21-0258 r;
~ ,a r • _ ~ , , ~ ~ ~ _ RE. 3/D-2 t , a , ~ ~ _ ~ 1 i~~ ~ ~ ~ 509-O1-001 ~ ~
1 TRAIL 1 A ~ _ . ' f F , - - i ~ CASWYCK-HVF LLC ~ ~ ~ DB 2246 / 109 ~r
~ ~ PRC STA 1 +24.`1 ~ ~ - ; , ~ ZDNING~ PDR-3,44 +
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_ - ~ 1a CD-29 ~ j - - -BE_ FESCUE GRASS. j ~ AREAS ON AREAS ON STREAM SIDE OF TRAiL ~ ~ ° h- : x 1 Q50 .~i x
. ' _ I STA 166+13.63 _ - IS TO BE "~a PIJA.NTING DETAIL IS TO BE RIPARIAN GRASS MIQ ~ o Project:
~w_ 1 20 , , _ AII`V TRAIL= ~ + ~ ~ ~
- ~ ~ ~ - ~ +,~0 SIDE TRAIL 1A - - r, P ~ ! ~
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CONCRETE 51DEW,~LK TRAIL RE: 7/D-1 Y UURHAlt C;•PEN SPACE ANA TsauS
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SEA 1A D-1 R TRAIL GRADING r~'~ GoNS TI - ` ~ z ~ ~ 1 DURHAM NC
~ ~ w l 3 EXI TI STORM . , STORM ENTRAP E (
l ~ v, DRAI G SYSTEM ~ SYSTEM RE: 1/I~ ~ ~ ~ l ~ ~ ~ ~ ~ y.
• ~ z Q ~ - -r .
~ - , EXISTING PARKING ~ ~
~ _ ~ LOT TO REMAINi U w ' ~ . ~ ~ I~ i ~ p( t i
~ ~ UNDISTUR~3ED' ~ ~ ' - INLET PROT ; ~ J INLET 3'ROTEGTION ~ , ~ ~ ~ 1 51~c ( ( ( ~
A 1 ~ ,a ~ ~ SlLT EENGIN ~ ~ OWNER: DETAIL 8/U - 3 j' .
~ ~ ~ ~ ~ ~ ~ ~ FLOODPL~i _ j DETAIL f ~ ~ ~ 1 r s , ~ ~ ; ~ ` . ( ~ 2/17-~ ~ ~ ° ~ CITY OF DURHAM
~ A \ ~ ~ i- ~ _ ~ -~~tir~va~od a~ ~T~ ~ ~ ~ ~ j k~ 101 CITY HALL PLAZA _
~ ~ 1 5 ' - ~a ' _ -1~ M~- , ~ ~ ~ ~ ~ 1 I ~ M3 ~ " ~ ~ " ~ ~ 12 ' ~Y~ ~ ( ~ - 1 r 1 Dl1RHAM, NC 27701
~ ~ ~ I ~ ~ / ATTN. BETH TIMSON ~ " ' ~~~,,....-r- ( TREE ~ ~ ~ 1 ~ ~ PARKS & RECREATION DEPT
~ i \ t ~ ~ ~ ~ , . / I / _ ~ i ~ ~ ~ I ~ ( '~JZOTEGTION ~ f h 919-560-4355
~ _ _ , ~ EENGING ~ ~ 1 r-1 p
, ~ ~ ~ ; ~ ~ ~ ' ° I ~ ~ t ~ fx: 919-560-4021 ~ ; ~ RE: 3117-3
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~ ~ FOR CONSTRUCTION _ ~ ~ TRAIL TO 33E INSTAL~.EI?
- -1.._ ----a_ _ _ Job Number: 0831 ~ ~ ~ FW
~ - _ . _ 1 . _ ~ _ _ ~ ~ ~ " MLK BRiD~E ~ 1
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~ ~ ~m ~ - ~ 1 _ _ j _ ~ r5 Checked DAJ OS~TR~C K$ KH
_ , . , _ , , ~ ~ • - . +I , ~ f - _ _ , _ ~ . u - ,7...~a ~ Date 10128105 CD RESUBMITTAL
CD-29 ~r +,h Revisions 2115106 81D SET
t7I C L P ~ 3105!08 ISSUED FOR Y CONSTRUCTION ,
TRAIL - SUTI~EN BOUNDARIES PARK -SECTION 2 1 as = 30' ~E $!6/09 BID SET
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PAYING LEGEND TOPOGRAPHY !l tic f
PROPERTY RELATED ITEMS EXISTING PROPOSED ER®SION CONTROL ITEMS ass _ NOTE NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ° ° ° ° ° ' " ° ° G lr~ cONSTRUGTiON DRAWINGS
EX45TING PROPOSED PROPOSED CONTOUR CURB ~ GUTTER FLAT . _ ~ 157.5 + 157.5 SPOT ELE~lATION FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ae.. °>=q.e°e°e.., ~ ~f, jj
PROPERTY LINE _ -gF 51LT FENGE (TEMPORARY) REa 2/D-3 VEGETATION EDGE OF PA4'EMENT IS ING PROPOSED ASPI ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN k'
- EASEMENT LINE 51DEWALK PROTECTION FENGE RE:3/D-3 STREAM (TOP OF BANK) ~ T ON CONCRETE TEMPORARY) , • ~ , aK TREE TO BE REMOVED I N F ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ° ° ° ° ° ° ' x p ~y~ ~y Sheet Titie:
STRUCTURE ~ ASPHALT 51DEWALK ~ RE.5 - ~w - FLOODWAY ARC Tsn TEMPORARY DIVERSION DITCH /D ,m T~B/c~~BS IN FIELD DURING CONSTRUCTION BY LANDSCAPE _ Yn ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ L
,..._......_c;...... =X=X= FENGE A HALT 51DEWALK - FP _ FLOODPLAIN (FLOODWAY FRINGE) NOTE THAT EXISTING TREES DURI DURHAM PARKS AND RECREATION. PHASE 1 ~ S~~TKERN
HEAVY DUTY SP 8t,o ROCK PIPE INLET PROTECTION RE: 1/D-3 AK ~ ARE DRAWN WITH SCALED RETAINING WALL ~D° 50 STREAM BUFFER DURHAM STREAM BUFFER ROOT PROTECTION ZONE
.•.-.-P, ~,t i.. a-v-....e r~i.,sir GCnla..fCAIT T17 ATE CHG. Q/(']_d ...,-.~.-.•i r,.,,,x, -r.a n, nx+^.i, ir_ rfcn 4n ~~'1TT'AT'1°O A'®T~~+
5TPo t) It111VIII l rPCVi"I rVINI avii is iii e v v : , iCtGUlf<CL1 (51LC YHKIC~) CCXU/tL IV I Rtv~w~ rGlc I 1+43.21 DF BEGIN NG ® (TEMPORARY) TREE TRUNK CALIPER f=1
UTILITIES POINT OF CURVATURE ROCK CHECK DAM RE: 7/D-4 NOTE: NO FILLING IN FLOODNAY. ALL EXCAVATED MATERIAL
EXISTING PROPOSED VEGETATION LINE WHERE POINT OF TANGENCY (TEMPORARY) TO BE D15P05ED OF OUTSIDE OF THE FLOODPLAIN. WPARK HERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS SILT FENCE OR TREE PROTECTION FENCE SECTION 2
~ UTILITY POLE 30 0 30 60 90
® ® CATCH BASIN -SD STORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY ER05ION GONTROL MEASURES 6RADIN6 15 SHONN TRAIL NOTE: CITY OF DURJ4AM 5EHER LINES 4 AND RESEEDING OF TH05E AREAS FOR STABILIZATION 15 ELEVATION 15 EASEMENTS SHALL BE ACCESSIBLE AT ALL Sheet Number - -
SS RAISED MANHOLE CULVERT TO BE COMPLETED PER APPROVED ER0510N CONTROL PLANS. T1HAT TO BE MATCHES THE CONSTRUCTED TO EXISTING A ADJACENT FINISHED TOP TOP ELEVATION. . TIMES FOR MAINTENANCE AND REPAIRS
-ss- SANITARY SENER T THROU&H CONTACT WITH THE 6fNERAL CONTRACTOR. Scale 1" - 30°

. .
I ,f + - ~ ~ STORM DRAINAGE PIPE ~ AINAGE PIPE SCHEDULE ; ~ `\~.4~ t ~ `'l,' 14 o
- • ' ~ SIZE LE ' ~ WHEN REPLACING FENCING IN THIS AREA, THE , SIZE LENGTH SLOPE ~ ~ ,i\ F i -j---__ ~ + u ~ 30" 20' 0,75 ~ ~ ~ L13~ I ~ j \ c~
- ~ 1 L1 30 20 # OPERATIONS FACILITY NBBDS TO BE SECURED AT , ~ # ~ ' • PC STA L2 30 24 CHLtNE AA 30" 24' 1.0% ~ ~ ~ { W MANHOLE-4 H
' ' 17 +13.98 t THE END OF EACH DAY. DO NOT LEAVE FENCING 30" 12' 1.0% ~ONST32UGT~NEW URB INLET-4` u.\' DETAIL 7/D-7 j~. x
i - o'~f ~ OPEN OVERNIGHT. PARKING LOT AREA MAY NOT , ' ~ " ~ ` ° ` BE AGGE551BLE FOR TRAIL CONSTRUCTION ON L4 18 12 ' iii:. r•, # 18" 12' 0.5°/° A5 ~Ft ~ EVIL 6 ' -7. ~'~IEW CB-4 L12•`~•t; U
6 1 G , ~ r L5 18" 18' WEEKENDS. „ ~ o TC -27.0,. y' INV 264..,99 18 18 1.00° GONNEG NEW RB INLET TGI` ,,~(~JV OUT 26b. ~ I Olds" 264.$9, ~
TRACTOR TO REMOVE w , • a ~ + ~ L6 18 12' TE: CO V 18 12 0.5 /o NEV~t'fi*1AN~lpl~~, WITH 18-I~1GH , _ L11 ~ ~i % ' OP ~ELEV 270.2` ~i I' / \ , u+
T1N .l 1~G & ~ RESTRIPE AS ~ L7 30" 12' , ~ 30" 12' 1,5°l° RG~'. 5EE HEDUL~`~6R~ _ ~ ~ ' ~ ~ 12" P;OP a TM
{ j 5HOWN .;t ~ r NOTE. L8 24 12 ~ ~ 24" 12' 0.5% D .METER PIPE. ^,r=';~a~ 'r.~, c~~ ~ ~ j /r
' _ ) / ELEVATIONS SHOWN OF PIPING AND GATGH BA51N5 L9 24" 18' ~ ;~,y, j PROVIDED BY THE CITY OF DURHAM A5-BUILT L 0 24° 12' 1.0°/° - - - _ ~ NEW GU ~ o E ~ , ~ SEE DETAIL 7/y~-7
9 J5 DRAWINGS FOR THE CITY PUBLIC WORKS L11 24" 12' 24~ 12' 0.5% ~u.4> ~ GU 12 `-~_.J...__ ` ~ ~ INV IN 264.79 ~24~')/~ ~ ~®l~J~l`~~U
I NEW U-R~ TRUCK ` , - ~ MAINTENANCE FACILITY. L12 18 18 0 18 18 2.0% - ~ -1 ~ i ~ INV IN 264,7~;~(1~) °
PA KING ARE - 5ET BASK 18 ~ ~ z~ EXISTING FENGI~-, # ~~RO}~-.EXI TINE CURB .~.L ~ P05T5 ~ SUPP RT5 . % 1 ° 24p 20 0.50° ~ r _ _ TREE PRO fTEG-T-IQIaI - ~ I ~ u INV OUT 264.~9~(2 = o 0
_ L14 15" 12' f : ~ I ~ ! TO BE REMOVED 15 12 0.5 /o i r / j TOP ELEV ~7b.~ r~~ V U ~ ~ENGING ~ CONNEGr,,NEW PI ING FOR 11 z
I ~ 7 LEGEND AND PROPERLY - ET FENG -I~AG}~DF NEW ~ ~ ~ PROPERTY RELATED ITEMS ~E.._5`-~FF DI5P05ED bFF 5TE` +T G'.+271.3 & L14 Td'; EIT E~ BELL` OR z o ~J ~ / ~ R~~?~~~~2-.1 270.&"' • ~ ! k } XISTING PE ~ h11J tl U~~PA
RAND ~ FROM u ~ .CURB AND GU ~ ~ . EXISTING PROP05ED - SPIGOT EN,~ 0~
~ ..T SHEET RE: .M ~ # ~ `~I'[~ I i ~ ~ - - - PROPERTY LINE
! FENCING A SEGURITYO~ THIS _ :..~.4 ~ p - ~ ' , ~ ° W MANHOLE-3
' 0-17-11-2334 PARKING AREA. ~ < ~ ~ - - - e- EASEMENT LINE 082 ~ , ~ E F ~ 1 ~ 111 West Main Street
507-O1-003 r --m._~-. _2 ~ ~ ~ STRUCTURE CITY OF DURHAM / _ I E ~ _ E « ~ ~ ~ ~ i~ I v IN 264.25,)(1~''~ ~ w Durham, N.C. 27701 / - ~ ~ ~ I v~ IN zs4.~` ( z p 919.682.0368
DB 47 / 458 ~ ~ ~ _ # A~"1M ~~~=11 ON T+iIS ~fi~:~,~ i -o-o- x X- FENCE ~ l ~ _ ; o ~~~,i.~v; IN 2~4: 5~r24") n f 919.688.5646
ZONING. R-20 # ~ USES FACILITIES 1 _ _SHEET TO BE MULGH~D WITH o ~ , RETAlN1NG WALL o ~ i' I OUl` 2 15 (30~ r~
MAINTENANCE f 1).EQ_l~AI~DWOOD + E T~NC-i'`ENGE, r,~ NEW~"Cfl=3~--- ~ ~ ELEV 271 6 1 ~ WWW.Cjtpa.COm
BARIKI~IULGH 7; . ~r , ~ ~ ~ P05 SUPPORTS PAVING - ~ _ _ ~ TC 269.9 L&~' ~ 1 C NNEC~NEW PfPfN~G F4 Lfi~ L7~ Y~~ INV.~!264.48f ri ~ L ,AND L10 P~4~ EITHER ELL OR .r
/ "`--_1---- _ 8 1V `~~'tit: " TO BE REMOVED. . r ~ _ _ _ ~ i ~ ~a EXISTING PROP05ED 1 ~ _ AND PROPERLY ~Q~ ~NLET PROYEGTION INV OUT 2b"4:4~ . ~ S GOT ~ND lQ~ EXiSTIN PtPE~ ~
1 ` ~ 51 ` CURB 4 GUTTER Z j1 - _ _ ~--f----D.~.TAII:' 8/D - 3 L9 ' L7~ ~ ~ ~ ~ / / %
f ',~I , DI5P05ED OFF TE i ' ~ 30.0 ! , ~ 1~;/~~ ~ ~ TYP• ~L10}~, '2716+;a ~ 1 ~ I I~ ~~~~riirr rr
f ~ A EDGE OF PAVEMENT --tee-_ •t ~ ~ _ ~ ~ _ ~ C
/ ,j ~ ~ CONCRETE SIDEWALK - 1 f I ~ .IFS
f , < ~ - # E f ASPHALT 51DEWALK
11.0 TYP ~ ~ ~ ~ _ _ . xF u r ~ ~ x • ~ EMOLI~ ~EXI~TIN~ ~A ~ / AL ~ " _
f - ~ 1 ~y HEAVY DUTY ASPHALT SIDEWALK ~ ~ A ~ r . I" ~ 11 PENGE, Gl~RB V I ~ 19 9 -
r _ tif. ~ ~ (2~ RELOCATE 6 1V' ~ \ ''~E / _ ~ 'LIGHT POLE •x5t ~f i i ~ ! sra, STATIONIN FROM POINT \ ~ GQNSTRUGT W GURB :INLET-3 AS , ~ ~ ' ~ GUTTER\ r ; :
f ---~_F_ ~ u ~ t+asat OF BE61N1~N6 \ ~-5 ~ -BY~-BE:TAI~ 6/D-7. ~ ~ A\r ;~~i~. Fti~ N •~W ;
TYP, ~ ~ i ,.,'a.a,..~ w F f i <<, ~ ~ ~ ~ ~ ~ POINT OF CURVATURE \ --.M~ r/ NNEGT N~1~GURB INLET TO NEW - ~ h ~ 1~>: ~ ~ ~~~'~~WICLiAM~~~~~~ -~...M~_ / ~1~1A~~--k>LLTkL 2~-INGH RGP, ~ ~ ~ ~ r ~ r ~
~ I"~' ` s' t't POINT OF TANGENCY \ <<' ~ 1
f ' ~ ~ UTILITIES \ N>rW 30 CURB ~ ~ TOC "t GD STRUGT NEWGURB - + ' +271211 ~ \ ;~'y I!, I' q; ~ ~ ;
ti' ' ~ T NG PROPOSED \ 1E ~ GUTTERK~` ~ ~ EXIST11~6 L1GH1`~, < ~ EXIS I INL~-2 A5 SHOWN BY 270.6 ,o~ ~ I ~
~ o ~ PoLE~TO BE ~ f C~ urILITY POLE ~ \ 40.0 15LE RE:10/D„ 1 ' o. " 1 \ t ~ r 1 ~ / DETAIL &N-7. ~ ~ ~ I / , I ~ ~i' Project:
~ . ° REL~7GATED TY~'. ~ ~ GATGH BASIN \ t, . ~ 1 ~ ~ \ , RAISED MANHOLE \ GONNEGT NEW GURB INLET ~ ~ ` / ' r
~ ~ , ss \ ~ To NEW-MALIHOLE,'2 WITH , ~ / I i? FORK \ ,I
~ \ ~ ~ ~ • i _ ~ _ , \ 18-INGH~GP. , ; u ; ~ ~ i ~ ~ THIRD
' • -s~- ..~so--~~ STORM DRAINAGE PIPING \ 1 ~ i ~ 10 J5 ~ u ~ ~ ~ i i ~ av U T
~ © G LYER ~ o , ~ ~ ~ ~ ,y r~ ; CREEK-TRAIL ~ ~ .EXISTING TRUGK;WASH,,>,' ~I ~ ; ~ '1
EXJSTING TRUCKWASH ~t.' j ` - - SANITARY SEY~R ~ ; ~ , ~ ~ ~ >L AREA TO REMAIN ~ 4 ; ~ -FO--- FIBER OPTIC LINE I 1 ~ AREA TO REMAIN ~ , , ~ ~ ~ ~ ~„-,r .
;t y~ ~ 4 UNDISTURBED e• ~ r•'t , r EXISTING FEND" 0 ~ UNDISTURBED _ r ~ / ~ ~ E ~'RO~~,TIDN PENC~ING
t t- ~ ~ ' NOTE: CITY OF DURHAM SEWER LINES 4 l ` POSTS ~ ~JPf~QRTS TO , ; j ~ ~ NEW. Gfl-2 LS~~' L4 r \ / / ~iD-/~
_ ~ _ ~ EASEMENTS SHALL BE ACCESSIBLE AT ALL ~ ~ ~ ' BE REMOVED`~ND 1 ~ ~ : ~ ~ l ~ TIMES FOR MAINTENANCE AND REPAIRS ~ I ( ~ TC 269.9 - ' ' ` ~ / 4' INV OUT 265.1 i N ~~-2 ;1`/ \ Du~xOeceiSpnc~,uro'lYuns
EX~Sj~NG CURB d , ; ~ PROPERL~'C~15P05ED THROUGH CONTACT WITH THE 6EfJERAL \ ~ / _ `h+271,6' / ' / ' F ~ ~ 5 ET 7/D- 7 ~ ~ '
~ GUTTER TO BE - ' I P; ' ' OFF 51TE ; GoryTRAGroR. ~ ` t'
RE~IOVI=D " ' ` ` TOPOGRAPi~Y y 1 „ I ~ ` /l I / - - ; ' ~ ~ /INV UT~; 64,93 ~ \ DEMOLISH EXITING PENGE, ; ~ T06~ ELEV~ r~1.6o ~ NORTHISOUTH
, r 338 ~ 1~EW CURB AND ~ : ~ : , CONTOUR ~ v V GURB ANp,~ Gu RAND ~ , ~ o/ C~NN~~_,~ PIPING TRAI L SYSTEM
' R IN TRUCK ~ ~ w ~ x 157.5 V TION TRAIL C/ ~ / + 157.5 SPOT ELE A ( L) 1 26.0 ISLE • \ ~ PROPERL'~ S~15P05E OPE ~ , I ~ ~ /~FOyL~ ~0 Ell JOIN"( ~ \f
\ ~ PP~2KING AREA - ~ v ~ 51TE ~ THE < ~ ,~<~XISTING PIPE ,~i~ DURHAM NC ~ ~ _ , ~ ~ ~ r-
SET AGK 9' FROM ~ 1V ~ ? , • s , .._"y ; ~ STREAM {TOP OF BANK) 21.0 ~ ~ 1'~ , ES < 10 . ~ ~ ~ FLOaDWAY \
EXISTING CURB ~ ` RESTRIPE FOR ~ ' - ~ ~ ~ ~ ,
i - ~ •r ~ i ~ ,.ry _ , • ,y' - rP - FLOODPLAIN (FLOODYJAY I+fLINGE) \ 22 SPACES 30 ~ ~
~ - 5 ! ' ~ ~ r 50' STREAM BUFFER \ LONG X 11 ~ a ' I DURHAM STREAM BUFFER \ ~ ~ J ~
WIDE , ~ ~ REQUIRED (51ZE VARIES) A ~ 11.a TYP '
r _ 2 TD NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL \ ~ OWNER:
• , ~ A ~ - r" ~ ~ ~ TO BE DISP051=D OF OUTSIDE OF THE FLOODPLAIN, ~ ~ ~ ~ q _ ~ ; ~ ~ CITY OF DURHAM
I ! ~ ----_i..., _ Q' 101 CITY HALL PLAZA ~ ~ 1 ~ ~ - - ' i ~ ~ I~ DURHAM, NC 27701
~ 30,0 ~ ~ NOTE: WHERE N0 PROPOSED GRADING IS SHOWN, _ ~ i ,.,I ~ - ; I NQTE: NEW GATGH BASIN.
d 10 G5 TRAIL IS TO ~ CONSTRUCTED TD A a ~ ~ ~ ~ GHES ' ~ ~ FINISHED TOP ELEVATION THAT MAT R~67t~=7 t ~ ~ 1 \ ~ ( _ - ~ \ ATTN: BETH TIMSON
f a t.. Y" ' ) THE EXI5TIN6 ADJACENT ELEVATION. 6 1V ~ ~ f - _ REUSE PRAMS ~ GRATE ; ~ , PARKS & RECREATION DEPT , , ;;±271.1 / I n ~~4M--EXI5TIN6 GATGH TOC+ ~ ,
~4, 4r1.' i ~ ~ e' r ~ ; L~ ~ ~ r ph: 919-560-4355 _ I ~ E3A51N IP NOT DAMAGED 270.4 ~ , . ~ /j!
• . ~ ER0510N CONTROL ITEMS NE FENCE TO BE 5 OFF ' , : ' IJ' fx:919-5604021 \ _ j i~INC DEMOLITION(TYPa • ' ~ ~ i'
URB AND PROPOSED ~ , I ~ ; ~ ~ , ~ ~ • ,
~ ' _ ~ R~ AND 3' FROM f . ~ 51LT FENCE (TEMPORARY). RE:2/D-3 . ° ' -~SF _ < e ~ ST,RUGT-NEW GURB - ' , ~ ` , ~ 5p~ SAM ,o`'` C A R
" ~ 38.Q ~'.~NOTE THIS i y 'r ~ T N FENGERE:31D-3 _ OTE 10 ~ ` • F• •1 ` S' MPORARY ' ~ - _ - ~+IN1~ET~1 A5 SHOWN BY f ~j ~ ~ BU!*PER .~'~~~~•"o'sc'•~~~~'~.
AI5LE E T i~E: FENCING AND r ~t, AM BU TE - - _ FFER OF THIS PARKING 25. ~ ~ _ - ~ - ~ ~ ! --`_77~FAfL b/D-7. / ' ' r ~ J ~ 1 ; o ~aN AaF"•. 2
_ ~ i e,~ a TSB TEMPORARY DIVERSION DITCH RE.5/D-3 ~ Y AREA, ~ / i ~ r ~ V f' I ~ ~ I gNNEGT NEW GURB / ~ ~ ~ 1 = =;w~° 9~2;w
8 ROCK PIPE INLET PROTECTION RE:1/D-3 RE: 6fD-2 oL$ ~ e , _ ~ ~--~~€T To NEW ~ ~ ~ ~ l~ I : x 1050 X
,~i~ 6 1V ' ' ; CLEAR E5 TD 10 ' FROM NE TRAIL SEDIMENT TRAP RE:9/D_~} _ ~ 'MANHOLE-1 WITH l° ` ~ ~
' ® (TEMPORARY) e' _ 3~.0 ' ~ ~ • ~ ~ h. 1, ~ ~ \ .•-.-I~`-' r ' r- ~ ~ ® ROCK GHEGK DAM RE: 71D-4 ~ e, ~ _ - ~_---____-3WNGH RGP. , ~ SILT FENGI •.d ' ~ I4 I I /
or i AISLE"~'~--_ ~ ~.x; ; ~ 13 G5 (TEMPORARY) ~ ~ /
' 11.0 TYP ; ' ALL RESEEDING OF D18Tt1RBED PT STA 3 AA ) ;
EXISTI P AREAS IN THIS SECTIq~I IS TO BE 170+63.44 REMOVAL OF ALL TEMPORARY ER0510N CONTROL MEA5URE5 ( 1 ~ ~ ~ DETAIL 7/D-7 i e ~
IX. FENCE TO ' , ~ ` ~ 0820-17-21-0258 SE AREAS FOR STABILIZATION 15 \ RIPARIAN GRASS M i ING FENCE ' ` 2 TD _ _ AND RESEEDING OF THO ; ~ IN X ST ; , 509 01 001 TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. \ \ ~,A N C@:,,L ~ ~ INS IN 263.40 0")~ A_~_ [ ; TC/ 270.8 ~ ; ~ !(~V OUT 263.35 (30 }
r' POSTS ~ SUPPORTS ; CASWYCK-HVF LLC o- i _ ! ~ INt/ IN 263.69 r ~ ~ ~ TqP ELEV 271.20
DB 2246 / 109 ~ TO BE REMOVED ~ • ~ , - . • • ZONING, PDR-3,44 VEGETATION - - ~ <Q - °"'"^"1 ' CONNECT NEW PIPI INV OIfT-~263. <Q' a ~ ~ r+271.0 ~ 5 ' f1,OR' L3 TO HELL J01 ~
~ ~ p 10 G5 _ W-- ~ USES VACANT EXISTING PROPOSED - ' 0~ EXISTING PIPE ' 1 ry~y
~ STA ~t, ~ ~ ~ w -8- _ti~ o ~ 30.86 aK TREE TO BE REMOVED
' ~ TREE/SHRUBS 'Q Y` ~ - ';3\ ' \ TREE PRO TION L1 ; /
~ Qv '4 NOTE THAT EXISTING TREES ~ ~ O q TIE INTO EXISTING 6" aK ~ ARE DRAWN WITH SGALEI~ ~ ~ ~ ~ FENCING O~ ~ $ NEW CB-1A ~
„ 0 0 _ _ _ 3 4 ~ 13 RooT PROTEGrIONZONE „ ~ ~ ~0 0820 17 11 2 3 FENCE w/ NEW - r x ' PT STA EQUAL TO 1' RADIUS PER 1 ~ ~ ,~~w0 ~ ~ EX. INV IN 263,89 ~"t•'`- ~ ~ \ RE; 3/D-3
e ~ 507-01-003 FENCE CORNER - c '1,70+16.80 TREE TRUNK CALIPER ` ~ INV OUT 263.84 , ! DRAWINGS NOT RELEASED ~ ~ ~ ~ - FOR CONSTRUCTION
~ CITY OF DURHAM ' 1 QP ' _ , ~ , _ ~r ~e F` DB 47 / 458 ~ '~~°ti•~,r~~~` VEGETATION LINE ~ G0~15TRUGT NEW CURB ~ 1 '~y`
4; ZONING. R-20 ~ : ~ 'INLET-1A AS SHOWN BY ! 1b" S~'c ~ ,lob Number: 0831
< USE+ FACILITIES 10 CONCRETE TRAIL ~ F MAINTENANCE RE: 7/D-1 DETAIL 6/D-7. ` 1.~~._ . ~
.a ~ + w I NNEGT ~EW CURB INLET-1A + 1 ' ~ ~ I , , _ C ~ ~ ~ C y~ Drawn WLR CP JW JC KB KH
~ TO NEI~ CURB INLET-1 WITH ~ • ' ~s ~~~SY~ Checked DAJ EOS TRK SAB KH
PC STA r ~ ~ U AND GUTTER IN FACILITIES MANAGEMENT z FOR NEW G RB 169+85.50 ~ " ~ NEW 30-INCH RG ; • ~ ~ ~ I ~ 'i ~ \ ~ ~1 1 ~ ~ 1 Date 10128105 CD RESUBMITTAL
i PARKING LOT: ~ ~1 S~`C ~ Revisions 2115106 BID SE7 _ - ' ~ ~ Il ~ ` ~ ~ 3105108 IS5UED FOR
5AW GUT EXISTING ASPHALT AT NEW GUTTER LINE, ANY REPAIR 1 ;s WORK TO THE ASPHALT IS TO BE DONE WITH 5AW GUTTING AND _ h`\ PTH WITH ASPHALT 59.5A AND { ~ : ~ ~ ~ CONSTRUCTION
U A PATCH INSTALLED FULL DE _ ~1~~~ ~ ~ ~ 816109 BID SET w ~
SHALL MEET EXISTING ASPHALT GRADES SMOOTHLY. ANY 1 ~ s\ 7 I ~ 3 y
~ ~ AS THAT ARE - , STRUCTURAL PROBLEMS WITH THE SUBS E ~XISTING -~XISTING PARKING AREA ~ ~ RAI WAGE 5Y5TEM ~ r
EXISTING PARKING AREA ~ SPHA T ARE TO BE BROUGHT TO ti . € DISCOVERED AFTER GUTTING A L , _TO REMA TO REMAIN UNDISTURBED ~ ~ ' , ~ ~1b~ PO 'I'~, _
TO REMAIN UNDISTURBED ' . , THE OWNER'S ATTENTION IMMEDIATELY PRIOR TO PATCH WORK ~ I . ~ ~I/,
BEING DONE. CLEAR TREES TO 10' ~ • ~ ' INLET4':PROTEGTION (TYP) ~ , ~ ~7ETAIL 8/D 3 ~ ~ °I~`>
rk. FROM NEW ~ `
CONCRETE TRAIL ' .z i % ' ~ < CONSTRUCTION DRAWINGS
WHERE NOT INDIGATI=D, LIMIT OF CONSTRUCTION _ d , \ ' I ~ Sheet Tltle:
~ ~ WORK 15 51LT FENCE OR TREE PROTECTION FENCE ~ ~ ~
• I ~ ~
~ ~ /A,, M 3' ~ Y _ - ~ - - _ ; ~I_,: ~ ° ~ ~ SOUTHERN
~ •
L--_~ _ ~ ~ ~ ~ , ~ A 3 T1(1TTA1'1'1 A DTL~~"~
z PARK Lti1b1LIIJ
Z - 158+78.66 ~R~ ~
CD-30 SITE & LANDSCAPE PLAN qd 8~ GRADING & EROSIO ' TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 3 & EROSION CONTROL PLAN 30 0 30 60 90 SECTION 3 Sheet Number
Scale 1" = 30' CD-30.1
1 ' = 30'

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NOTE: ~
WHEN REPLACING FENGING IN THIS AREA, THE EX. CB-4 (SEE . ~ 1<. ~ ~ ~ 1 I E ~ V ~ ~ F
OPERATIONS FACILITY NEEDS TO BE SECURED AT. r~----- AA TC 269.7 ' I ~ _ ~ ` A\ w
THE END OF EACH DAY. DO NOT LEAVE FENGING OPEN OVERNIGHT. PARKING LOT AREA MAY NOT - _ - _ INV IN 264.99 < < ~ ~
BE ACCESSIBLE FOR 1RAIL CONSTRUCTION ON INV OUT 264.89 ~ ~ti 7 ~ Y
WEEKENDS.
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PROPERTY RELATED ITEMS ! i
EXISTING PROPOSED i 270.4 ; ' ~
P RTY INE ~ ~ PROE L L. _ 9~ J ~ ~ ~ ~ a ~
- - - e- EASEMENNT LINE _ _ I ~
~ ~ ~ ' l ~ ~ 111 West Main Street
STRUCTURE _ ~ ~ ~ , ~ W Durham, N.C. 27701 ' I I z p 919.682.0368
' -o-o- =X=X- FENGE
RETAINING WALL 4 v ~ I; ~ _ ~ I ~ f 919.688.5fi46 I ~ ~ W www.cjtpa.com
PAYING f f ~ _ ~ is ~ ~ ~ ~
EXISTING PROPOSED
CURS d GUTTER ~ - - EX. CB 3 (SEE ~ ~ ~ ~ / 1 I NOT 1 s~ ~ ; ~ P ~ ~ l
EDGE OF PAVEMENT 1 I
~NV IN 264.25 ~ II ~ ~ I I ~ ` ~ --I~V...OUT 264.1 ~ ~ ~ j
CONCRETE SIDEWALK ~ e . i ~ iF ~ ~ I / _ ~ 4 '
ASPHALT SIDEWALK R ~ ~ ~l' i
2~ c~' dU ~ ~
HEAVY DUTY ASPHALT SIDEWALK
srn STATIONING FROM POINT ~+a~.2~ OF BEGINNING ~ iii
~ POINT OF CURVATURE .,..,.m.
Pr \ POINT OF TANGENCY
UTILITIES \ " TO ~ i ~ ~ ~ I ~ ~ ~ ~ _ ~ ~ 27.4 I, I ' I '1;
EXISTING PROPOSED \
UTILITY POLE \
® GATGH BASIN \ ~ ~ ~ ~ I ~ f ~ I ~ I't, I Project:
ss RAISED MANHOLE \ - ~ - ~ ~ ` ~ i ~ THIRD FORK
\
--s~ asp,.,. STORM DRAINAGE PIPING \ ~ ~ ' ~ ~ ~ CREEK TRAIL
® CULVERT ~ ~ ~ EXISTING TRUGK'WASH.~,r ~ I~ ~ ~ ~ l
- - SANITARY SEWER ~ I u- AREA To REMAIN EX. CB-2 (SEE I
-FO- FIBER OPTIC LINE UN1715TURB~)7 --~_N.4TES 1 8c 2 ~ ~ / ~ _ ~ ~ ~ ~ TC 269.7 ~ ~ ~ ~ / . I ~ - - ~ ~ INV OUT 264.93 ' 4 ~ ~ ~ ~1
NOTE: CITY OF DURHAM SEI~R LIN1=S d l EASEMENTS SHALL BE ACCESSIBLE AT ALL ~
TIMES FOR MAINTENANCE AND REPAIRS I~ EX. GHAINLINK IF~NGE TO i~E ~ ' ! ~ / ~
TIiR0U6H CONTACT WITH THE 6~ENERAI. / ~ REMOVED A~IC~ i'ROPE~LY
CONTRACTOR. / DISPO,~,.>ED OFF SITE ,'I ~ e; TRESS 10"/ ~ ; ~ SEE ;SHEET ~-30. ' d ~ , ~ ~ ,
TOPOGRAPHY I 1 - ~ ~ ~ NORTHISOUTH
338 - - - GONTOiJR 1 ~ , ' ~ ..,~y ~ TRAIL SYSTEM
~ 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) EX. GURB AND ~UTT~ER - ~ ; .!i i
' ~ STREAM (TOP OF BANK) \ I 1 ,44 TO BE<~2ENi0 D AND ~ ~ ' ~ / I,___.~~a DURHAM NC
rw FLQODWAY \ V ~ OF'~ SITE ';f ~ ~ ~ ~ ~ f / ~ ~ _ I I ! ! ,
- F~ - FLQODPLAIN (FLOODWAY fRINGE) \
so' STREAM BUFFER DURHAM STREAM BUFFER - ~ ~A
REQUIRED (SIZE VARIES)
NOTE: NO FILLING IN FLOODWRY. ALL EXCAVATED MATERIAL 6 \ OWNER:
TO BE D{5P05ED OF OUTSIDE OF THE FLOODPLAIN. A f4_~..,f~- ,-1. I ~J ~ ' ~ ~ \ CITY OF DURHAM
; I _ - ~ ' / , ~ I ~I ~ ~ 101 CITY HALL PLAZA
NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, ~ ~ ~ 1II i°N DURHAM, NC 27701
TRAIL 15 TO ~ CONSTRUCTED TO A FINISHED TOP ELEVATION THAT MATCHES ;l ~ - ~ I f ~ J~ !t ATTN: BETH TiMSON _
THE EXISTING AD.IAGENT ELEVATION. ' ~ ~TOC~1 ~ ~ ~ \ PARKS & RECREATION DEPT
I " ~ 4 2705V ' ~ ~ ~ ( \ ph:919-560-4355
ER0510N CONTROL ITEMS ~,I ~ e' _ i ~ ~ ~ ~a \ fx: 919-560-4021 ~ I
PROP05ED ~a 1 - ~ I ,
SILT FENGE (TEMPORARY) RE: 2/D-3 ----SF e' _ - \ ~ I ~ ~ _ _ _ I ~ ~a ~ ` ~ I~ ~ ~EAM BUFF)+R
E PROTE TION FENGE RE:3/D-3 TEMPORARY '
Tsn TEMPORARY DIVERSION DITCH RE. 5/D-3 ~ / ,1
So~,~, ROCK PIPE INLET PROTECTION RE: 1/D-3
SEDIMENT TRAP RE:9/D-4 i ® (TEMPORARY) / ~ I ~ i~
® ROCK GHEGK DAM RE: 7/D-4 /
(TEMPORARY) / j
5
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~ c~
AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS \ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. ~ ,v, EX. C8_.1 ~ E~ NOTE ' ~ ~ ~ ~ ( , 9 '
_ /TC 270.7 ~ ~ ~ ~ ~ / ~i J,~''~~.......~~~.~~~~~
VEGETATION INV °IiV~~63: ~ ~ ~ 'I ~ ~ ~ ~~~~~~~f ~ ~A&~~ ~ t~~~
EXISTING PROPOSED << INV OUT 26 47 ; I ~ ~ t1 ~ . _ -a- 3
. 4K TREE TO BE REMOVED
TREE/SHRUBS v
' NOTE THAT EXISTING TREES ,o 6" 4K ~ ARE DRAWN WITH SCALED ~ I EX. CB 1A 1 . ` \ ~ ~ I
ROOT PROTECTION ZONE - Va ' I ~ TCE 27120 3) ~ \ \
EQUAL TO 1' RADIUS PER 1" ~ TREE TRUNK CALIPER . ~ ~ INV IN 263.89 ~ ~ ~ DRAWINGS NOT RELEASED ,I.:__..~~ ` ' FOR CONSTRUCTION
v.- , VEGETATION LINE ~ ~ INV OUT 263.79 ~ ~ ~ ; ~ r I ~ ~ ~
NOTE: REMOVE EXISTING GU AND G j / / 9~ S~'c TO REALIGNED Job Number: 0831
NOTE: ~ ~ AS NECESSARY AROUND EXI ING GB-1A
I CONSTRUCT A NEW GB-1A AN INSTALL NE ~ 1~'~~~~SY ~ `I ~ NOTE 3) _
1. EXISTING GATGH BASINS-1, 2, 3 AND 4 ARE TO BE COMPLETELY DEMOLISHED AND REPLACED WITH NEW PRECAST CONCRETE I~ ~ 30-INCH REINFORCED GONG !PING ~ ~ ~ ~ r~ ~ Drawn WLR CP dw ~C,KB, KH _ ~ ~ 6 ~ Y~ ~ Checked DAd EOS TRK SAB KH
MANHOLES A5 SHOWN ON SHEET GD-30.1. CONSTRUCTION DEBRIS FROM EXISTING GATGH BA51N5 TO BE REMOVED FROM THE 51TE AND FOR NEW CURB AND GUTTER IN FACILITIES MANAGEMENT ~ I 4~ ~ i Date 90128105 CD RESUBMITTAL
PROPERLY. DISP05ED OFF SITE. PARKING LOT: SAW GUT EXISTING ASPHALT AT NEW GUTTER LINE. ANY REPAIR _ X141" S1~C Revisions 2!95!08 BID_SET - , - f I ~ ~ ~~`I I ~ ~ 3!05!08 ISSUED FOR _
2. AFTER EXISTING GATGH BASINS HAVE BEEN DEMOLISHED, EXISTING REINFORCED CONCRETE PIPING, A MINIMUM OF TWELVE (12) FEET WORK TO THE ASPHALT IS TO BE DONE WITH SAW GUTTING AND f J CONSTRUCTION
ENTERING AND LEAVING EXISTING GATGH BASINS WILL BE REMOVED AND REPLACED WITH NEW GLASS III REINFORCED CONCRETE A PATCH {NSTALLED FULL DEPTH WITH ASPHALT(59.5A) AND ~ 1~9 ~ ~ 818I09 BID SET i ~ J ~ ~ ~
PIPING OF SIMILAR PIPE DIAMETER. REINFORCED CONCRETE PIPING THAT IS REMOVED WILL BE PROPERLY DISP05ED OFF 51TE. NEW SHALL MEET EXISTING ASPHALT GRADES SMOOTHLY. ANY ~
MANHOLES WILL BE BAGKFILLED WITH SELECT MATERIAL AND COMPACTED AS SPECIFIED. FINISH GRADE ELEVATION TO COINCIDE STRUCTURAL PROBLEMS WITH THE SUBBASE THAT ARE
WITH ELEVATIONS NEGE55ARY TO CONSTRUCT SIDEWALK. P TAR TO BE BROUGHT TO D15GOVERED AFTER GUTTING AS HAL E ~ EXISTING P~RK~N AREA'; I I ) ~
THE OWNER'S ATTENTION IMMEDIATELY PRIOR TO PATCH WORK ~.`>.1 3. EXISTING GATGH BASIN 1A TO BE COMPLETELY DEMOLISHED WITH DEBRIS PROPERLY DISPOSED OFF 51TE AND REBUILT ACCORDING BEING DONE. TO REMAINUND~S REED: '~,,I I ~ ~ ___f-
TO CITY OF DURHAM 5TANDARDS TO PROVIDE A NEW ALIGNMENT FOR THE INSTALLATION OF NEW 3Q-INCH REINFORCED CONCRETE I
PIPE INTO NEW GATGH BA51N-1 (SEE SHEET GD-30.1). EXISTING REINFORCED CONCRETE PIPING WILL BE REMOVED AND PROPERLY
D15POSED OFF SITE. ELEVATIONS OF NEWLY INSTALLED 30-INCH REINFORCED CONCRETE PIPE WILL MATCH INVERT ELEVATION5 1' ~ CONSTRUCTION DRAWINGS I~' ~ I
SHOWN ON SHEET GD-30.1 THAT ENTER AND LEAVE GATGH BASINS-1 AND 1A. WHERE NOT INDICATED, LIMIT OF CONSTRUCTION ,~8>,, s~ ~ ~
~ Sheet Title: ~ ~ ~ - I
4. ELEVATIONS SHOWN OF PIPING AND GATGH BASINS PROVIDED BY THE CITY OF DURHAM "A5-BUILT" DRAWINGS FOR THE CITY PUBLIC WORK 15 SILT FENGE OR TREE PROTECTION FENGE WORKS MAINTENANCE FACILITY.
ti~ - - _ - - ~ ~ ~ ~ , _ ~ ~ ; ~ ~ ~ TRAIL -
~ ~ u ~ ' ' E ~ sov~Rx
T1ATTITT Il1T7!7A
f Z F I / f rsuuwliAtta
s~ .y9d PARK SECTION 3
CONDITIONS 30 0 30 60 90 EX. CONDITIONS
CD-30 EXSITING CONDITIO Sheet Number
' TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 3 Scale 1" = 30' CD-30
1"=30'

i
i
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.t \ ~ ~ NOT1=: ~
DURING FENCE RELOCATION, ALL FENCING MUST BE - . ~ ~ SECURED AT THE END OF EACH DAY 50 THAT THE
_ _
I ~ ~ ~ OPERATIONS FACILITY PARKING/STORAGE AREA IS I ~ ~ _ r ~ ~ v < r, i i ~ -
NOT LEFT OPEN 0 R G T. _ _ _ _ ~ 1 ~ ~ \ ~ i i ~ ~
I I ~ - -
` _ - i _
~a 'I i , J
I ~ . - NEW GRADE ~ _ ~ 1 ~ ~ v~~ ~ ~ ~ ~
' ~ - ~ ~ 0820-13-223934 _ _ 5 1` ~ i / ~ \ 1 / J Q
---~---r- ~ y TM 414 01-042; - _ . r..... ' CITY DF DURHAM ~ ~ ~
/ ~ -~----~--r-,---- . i ~ EXI~TIN6 FENGE TO i ` 3 . DB 4232/86 i / ~
' %"`-REMAIN UNDISTURBED ~ ~ 1 ZDNING~ R-20 r ~ ~ LAND USE. VACANT ~ I A ~
~ - EGEND ~ ~ ~y1 ~ ~~UCI~~~ is ~~I I ~ ii~ z o
w ~ j 0 6 ~ ~ / ERTY RELATED ITEMS
n .,o , r PROP ~ ~ \ ~ ~ EXISTING PROPOSED i % V ~ ~ P.A. ' I 1 I
i ~ I - - PROPERLY LINE
, ~ - - ~ ~ ' ~0. e--- EASEMENT LINE
~ l i y. ~~j~~r~ ~ 111 Vlie~t N9ain Street
F Q~\ ~j f 4 ~ ~ ~ ~ S1RlJGLURE , , r ~l'.. ~ i ~ td ~ Durham, N.C. 21701 0,. ~ ~ ~ I m ~ ~ / ! j ; ~ p 919.6~2.036~
, Q' I ~ -o -o- =X=X= FENGE i> Q' ` i x ~ o'
. s r j ~ j ~ RETAINING WALL
° ~ ' 1-PT ~ " o,,, , ` 1 , ~ ~ ~ ~
~ , js~ PAVING
~ ~ l XISTING PROPOSED E
~ , ALL RESEEDING 0 ~ ~ f~ _ _ CURB ~ GUTTER
AREAS IN THIS SECTION IS TO BE _ ~ / ~ ~
RIPARIAN GRASS MIX. " ~ i ~ EDGE OF PAVEMENT ' t i , / ~ I,d b h
f s ~0•. "J I~ CONCRETE SIDEWALK d ,a
I ` '0 ~ j ASPHALT SIDEWALK „ j TREE PROTECTION ~ ~ ~ ~ ~ / ~ ~ / ~ s, I+
FENCE RE: 3/D-3 E ~ ~p ~ ~ ~
I ~ r , r ~ ~ M ~ ~ ASPHALT SIDEWALK ,o ~ ~ HEAVY DUTY
i, i ; j r r ~ / (j.~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~Tn STATIDNIN FROM POINT 0, ; t+43,21 OF BEGIN~NG r.. ~ I ~ j;
jF ~ ~c POINT OF GURVA1URE SILT FENCE ~ ; i ~ ~ ~'o, li ~ ~ ~f ~ ~ '~S` 4~'~ ~t C ~ ~ / k
~ ~ POINT OF TANGENCY 3 RE. 2ro-3 ~ I ~ ~ ! ~ i ~ a ~ ~ X
10' WIDE NEW ~ r' UTILITIES W
• I - ~ ~'i~'F EXISTING PROPOSED - _ ASPHRLT TRAIL RE: - - - - - - - r ~ ~ , , ~ ~ ~ ~ I >I ~j ,r~ ~ / N - - - - - ~ ~ , ~ ~ ~ ; ~ ~ r:1
1/D-1 /(i ~ UTILITY POLE O 0., i / ~ E I ~ ~ _ ~ v. Project:
a. ~ GATGH BASIN LIMIT OF WORK w N o„ I / s ~ ti I ~ ~ ~ ~
_ ~ ~ RAISED MANHOLE _ ss 1 ~ ' ~ I ' ~ ~ r` ~ , LIMIT of woR~ ~ ~ wl ~ _ ~ ~ i ~ ~ ~ ~ ~ y ~ lD F®K
5 ~ a„ l ~ ~ ~ ~ - --so-- ~ STORM DRAIPIAGE PIPING
~ ! ~ SD \ / ~ R4' CULVERT ~ ` ~ ~ ~ CREEK T IL
, i / fr ~ , { EXISTING FENGE TD ~ t - - SANITARY SEWER
• c ~ ~ ~ ~ , ~ , REMAIN UNDISTURBED j
-FO---m FIBER OPTiG LINE ~ - j' , i
~ I ! , ~ m ~ ; ~ ~ NOTE= CITY OF DURHAM SEWER LINES ~ ~ s 1, f / ~ i EASEMENTS SHALL BE AGGESSIHLE AT ALL ~ ~
I ~ TIMES FOR MAINTENANCIE AND REPAIRS ~ / / / ~ ~ I~?~ ~ 1 • r DURHAM OPETI SPACE lP7D TRAIIS
, a ~ THROUGH CONTACT WITH THE GENERAL ~ ~
' '1 CONTRACTOR. ~I , n, ~ ' r POGRAPHY t 11~ i ~ fJ ~9
, ~ TO PT STA ~ ~ ~
~ ~ 338 _ 178+93.76 r` r; , ~ GoNTOUR ~ ~ f . ~ ~ ~ 157.E 157.5 SPOT ELEVATION GRAIL G/L?
~~i ~ ~ is ~ ~ ~ ~ x. _ ~ T AFL YT
~l~~~ ~W i r-~. ~ ~ ~ ~ ~ ~ STREAM TOP OF BANK) ` i i ~ r° ~ ...~-M~~- \-~J~ DURHAM NC
~z O,.r, ~ ~ ~ p.t ~
~ ~ .u ~ ~ _.._~w._._- FLOODWAY ~ ~ . Ohl \a~ + ~y ~
u- / ~ ~ - FU FLOODPLAIN (FLOODWAY FRINGE) ' , ~'r ~ ~ ' 1
DELINEATED WETLAND AREA F, ~ F _ ~ i ~ s 'AT soy stREnH e~eER DURHAM STREAM Ed1FFER 127866 SQ FT - 2.94 AG pC STA ~ fi
c.. 0'. ~ ~~ji REGNJ?RED (SIZE VARIES) NO IMPACT AREA -r.;~~;. O 178+61.83 's ~ O r
~..,~,~.''•?:;`Y;N.. f cG s ~.~0 ~S' NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ o ~ OWNER: _ ~ % ~ \ CITY OF DURHAM
END HEAVY DUTY ~ ~ ~ ~ ~ ~ POSED OF OUTSIDE OF THE FLOODPLAiN. i ~ TO BE DIS
ASPHALT PAVING . . O~ ~;c;'?:.?;,.. ' . ~ , ~ ~ 101 CITY HALL PLAZA
14-MG ~ ~ 1Oi ;S.G~1M Y ~ Ca"~ PROPOSED GRADING 15 SHOI^~I ~ p ~ NOTE: NO , ~ ~ .'~'k:.-;~.~`? ~ \ \ry- ~ J~ ~ DURHAM, NG 27701
I ~ j; ~ TRAIL IS TO BE CONSTRUCTED TO A D~'``~>`:~r:;;••;;: r FINISHED TOP ELEVATION THAT MATCHES ~ v ~ ~ \ , ~'~`0„' ~ ATTN: BETH TIMSON
n. + 4 ~ ~ ~ ; i ~ ~ ~ ~ JACENT ELEVATION, _ - - - - x : ~ • Y ~sti ~ THE EXISTING AD _ _ _ _ _ - - , ~ y ~ ~ PARKS & RECREATION DEPT ~4
END CONCRETE TRAIL .a~ , r r ~ a , Op ~ ~ ~ ~ ~ ph:919-560-4355 SILT FENCE u: x~ ~ fx: 919-560-4021
START 45 LF HEAVY DUTY / d ~ cuM EROSION CONTROL ITEMS 0820-17-11-2334 ~ ~ ~ ~ ~ ~-~_.ti F v ASPHALT TRAIL RE: 3/D-1 PT STA ' a ~';'4~. ' PROPOSED RE: 2/D-3 ~ t,~ ~ ~ 4~
507-01-003 ~ CITY DF DURHAM 177+96.20 ~ ~ ~ • ~ ~ ~ ~ .ti ~ - ~ A ~ ~ . r /
47 / 458 ;%j ~ `~':'~~~i -gF SILT FENGE (TEMPORARYI RE=2/D-3 DB ~ , ,I ~ 4. ' /V~~ ~ ,
ZDNING~ R 20 ~ k ; ~ ~ / ~ r...,._~ r%~~,. 0,~ y~, A,~ E PROTE TION FENGE RE:3/D-3 USES FACILITIES CLEAR TD 10 FROM ~ ~ ~ MPORARY r ~ ~V~`r ~ ~
PC ~'fA F r: MAINTENANCE EDGE OF NEW TRAIL s ~ f ,~v - rSn TEMPORARY DIVERSION DITCH RE: 5/D-3 ~ i,. / o/ ' \ ~ ~ \ ~ ~ i / ~
177-X73.27 ~ .x. ~ t~ \ ~ t \ ~ ~ ~ ` ~
~ ~ ` ~ ! r` ~~i~'~,' r ; $ ROCK PIPE INLET PROTECTION RE: 1/D-3 log
10 WIDE CONCRETE ` ' ~ . ' r ~ ~ j 1 ~ SEDIMENT TRAP RE.9/b-4 a, ~ / , ~ ~ ~ , s TRAIL RE: 7/D-1 , , x• i ~ ` ~ (TEMPORARY) ~ ~~I \ V _ _ ~ . ~~Iil 1111 I [Ill!
r r • . , ® ROCK CHECK DAM RE:7/p-4 ~ ~ TREE PROjEGTIC~I ~ ~ c ~ ~ . \\\~~~,~N C R
. ~.~s~.q~ - . . - ~ ~ (TEMPORARY) • w ~r~-- r FENCE R~': 3/D-3 ~ ~ ~ ~ . r
a`~ ~ ~ ~o ' 2 -
~ A . PT STA 1 ~7+20.80 BEHIND= , ~ • ~ - REMOVAL OF ALL L~MPORARY EROSION CONTROL MEASURES 1; ~ a' ~ ~ ~ a' ~ / ~ % ~ ~ ~
PT STA 1 ~ 7+19.34 AHEAD f AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS ~ i 3 ..e
' TO BE COMPLETED PER APPROVED EROSION CONTROL PL , i ~a ~
t ~ , EXISTING FENGE TO ~ ~ .~'i:~ ~ _ VEGETATION ~ Al ~ ~ / / ~ ~~~.,.A..~~~~,~~~. ~ ALL MRNHOLE LIDS ON TRAIL I° ~ ~ ` , ' ~ . ~ ' ~ ~r~~<<C~ Nt
a PC STA ~ oti REMAIN UNDISTURBED ? EXISTING PROPOSED r SURFACE TO BE SOLID. ; ~
j' 176+80.(11 , - ~ ~ Sy TREE TO BE REMOVED T TEXTURED (ADA COMPLIANT ~ 4Q .e~~ ~ a ~ ~ =
~ " .ro• . " ~ TREE/SHRUBS r Q DIAMOND TOP DESIGN) r ~ s / ~ ~
I ~ ^ ~ ti ~ •6, AK ~ NOTE THAT EXISTING 1REE5 4` ARE DRAWN WITH SCALED INLET;'~fPROTEGTION 4~/ , ;1°'%~ ~ ~ /
EXI5TING CURB & GUTTER ~ ~ ~ : • ROOT PROTECTION ZONE i DETAIL ~ of ~ ,..-~'(~y f '~l EXISTING STO '
- -TO RE- 1AIN UNDISTURBED / ~ ! . ~ I EQUAL TO 1 RADIUS PER 1 _ E ~ j - - ~ TREE TRUNK CALIPER - ~ a / r", 0820-17 21 OP . _ RE: B/D-3 a ~ ~ ' . ~ DRAINAGE P E / DRAV4lINGS NOT RELEASED _ ~ ~
~ j j ~ - , _,r -~-r`"~"~ VEGETATION LINE ~ FOR CONSTRUCTION ~ ; f____ ,
~ ~ ~s ~ SWYCK HVF C ~ i A , ~ ~ ~ DB 2846 1 1 ~ ~ ~I . . - ~ ~ ~ ' V`~ % ~ ~ ~ ~ / .0831 r _ ~ ~ ~ .i~b Number°
TIE INTO XISTING FENG>r j a° ~ ' , ZDNING~ PDR- 44 ~ _ S j ~~r ~ 1~~ / a G._....~,2' ~ ' I y y ~c
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\ \ / / ~ ` a~ m m ®."!`!-ax .x Amy,m<am..a. -s-`~ \ ~ \ 1 / ~ rr@ -ti.r .aaAx ,a•R®f~T•ZONI=•WI~TH~Thf @ aldmamAr A ammmmmAA,,.aA .,®°AmraAmA.am ~ ~ ~ ~ ~r jj < a a a ~ ~ A,/A Ca/ ° Am°, , @,. « . > ~A »,~a-r m-.,,_!q~h - ~ ~ ` ~ ~ \ \ ~ \ ~ \ \ ~ S~ ` ~ ~ ~ ~ g DURHAM, NC 27701
\ GOIdERAGE ,AREA= ~ ~ \ . • a i ~j ~m'm'o•aa 'o~'m'A o . <Ix . ~/A,6 y @ A m ~m~A m m'm a m a~ >.a-,~t a."a . aQ~o e a ®aaa » »'®'a a ®a s ®a a ~ _ _ ~ ~ ~ y ~ A ~ y\~~~ ~ \ ~ ~ A~ ~ ~ ~ ~ ~ ~ ~ ~ ATTN: BETH TIMSON
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15"~ OAK 7 ~ i ~ \ `a ` ~ 7 - ~ ~ A R~,4/D-3 \ .0 ~ t ~ ~ ~ ~ ~ _ OWNER: ~ ~ / / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ CITY OF DURHAM
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~ ~ ENDWALL 8 ~ v V ~ ~ ~ X96 ~ l zi;~ ~ ~ ~ ~ ~ „A ~ . ~GONSTRU~TI ON ~R- E EACH \ , ~ 1 . ~ / ~ ~ ~ ~ V ~ ~ ~ V ~ ~ ~ 101 CITY HALL PLAZA cy ~ ~ ~ -wi~DRAIL =
~ 4 l ~ 1~~~, 10 ~ 15 RCP, 30 ~ ~ ~ ; ; ~ , ~NrRANGE RE. 1iD-~ ~ ~ ` ~~ge ~ ~ ~ - ~ t~>,,~~, ~ INV~,313.2 ~ GLA55 B RIP P / ~ / / ~ ~ ~ y ~ DURHAM NC 27701 ~P ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ' \ ~ ~ _ _ 2 - 15" RGF?, 20~.~>,=z ATTN: BETH TIMSON
1 , ~ \ ~ ~ / ~ ~ ~ ~ '~.~L ~ , ~y / ~ 3 uF. V A \ ~ ~ ~~f~ l l I PERMANENT ERPSION CONTROL FABRIC ~ ( ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ K D ~ LIN~p SWALE + - 330 LI;~` ~ \ \ ~ ~ ~ ~ ~ ~ ~INV_ -2~,T ~ PAR S & RECREATION EPT
~ , 1a',,. 1~9 P0~' ~ I ;f, i ~ ~ ~ ~ ~ RE: 6/D 3~..., ~ ~V ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ -A - ph:919-560-4355
_ , 1 . ~ t S~Lr., ENGE RE. 2/D 3 USX I ~ ~ ~ ~ / HEADWALL 6 6 ~ I \ - fx. 919-560 4021 \ ~ , -
,r ,
~ ~ ~ 2-1 GP, 20 GH ~ i 9 1 I ~ 1 ~ ~ , ,A ~ t 2~POP~i ~ ~ ~ ~ v INV - 300.0~~ ~ ~20 LF EAGH1 \ ~ 1 i~`~ 1i4~~POP ~v ~ ~ _
~4 ~ti, F ~ _ ~ I . \ ! ~ 14~ P 12'~ MAP i ~ r 0~. 1 \ ~~16~' FQP ~ ~ / 11~~ RoR> r 1 ~ OAK A ~ ~ .,~Y~A55 B RIPRAP \ ~ ~ ~ / ~ ~'~POP I ~ ~ 10'x~T~~ 1f7"Ttf~ t, "
\ r. ~rri ~ ~ \ 1 ii'",.E i~ + ~ ~ , .
~ , r, . ~ ~ A V ~ , ~ ~ ~ GON"~-TRUGTIQI~ ~ ~ n_ ~ ~ r ' ~ , _ ~
~ \ v S AGING AREA , ~ - ~ ~ ~ ~ ~ 1 ~ 1~/ _ - _ ~ , ~5=,, v° ~ ~ ~ . , ~ , - _ v ~ - _ - \ _ _ q ~ ~=-1 `i ~ P ~ ~ , ~ i) err ,
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.,.A 2„ AK ~ ~ i i' B ~ v ~ 1 ~ / 24" BCE ' 1 1 ~"~a~' BEE , \ ~ , ;~8,0 ~ 5 1 i „ ~ ~ ' ~ I ~ ~ 0 BEE
~,v v i RE:,4D-3 ; H~AT7WALL~~~~..., ~ s' ~ I I ~ I 1 i , 51LT EENGE RE: 2ro- ~ ~ ~ A ~ ~'4°~ BEE 2
;1 ~ ~ I _ 1Q"P0~ V ~ N ~ i ' TREE SILT ~ NGE WITH PERM%NENT' ~ ~ ~
\ ~ ' ~ INV = 313.4 ~ ~ ~ i ~ / i ~ / 1 ~ 1 ~ , , V ~ ~ ~ " , ~ _ _ ~ i ~ ~ ~ ~ / ~ ` ~ % P~OTEGTION \ BAR IER LINER TO DIRECT ~ ~ ~ ~ , ~ ~ ~ ~ , ,16~ '
i ! \ \ -~i 3 \ \I ~ , ~ i ~ % - " FENCING \FLOW TO CULVERTS ~i ~ 18° BEES ~ ~ ~ 16'' POP 3 \ ~
, ~ , ~ ~ / ~ B \ ~ ~ / ~ ~REMOYE,T(~ 5... ~ ~ . ~ ;~'e~oaooo 1 \ ~ ~ ~ ~ ~ ~ ; ~ ~ ~ ~ 15'X3TX3''W,EIR 6'~ " ' ~ ~ ~ ~ _ ~ ~
oa ~ V ' ' ` 4 OA ~ ~ a o , f ~ ~ ~ ~o \ ~ i ~ % 0,~ ' ~ NGDOT DROI~`I LET \ . _~~o. ~ ~.AR_ o \ ~ ~ ~ ~ ~ PEI~IANENT EROSION ~ --pa,5TUR8Eb~t~A = 6,000 5Q } ~ °•~~rYi~
~ ~ ~ ~ N` \ o~ ~ ~ ~ ; / TREE PROTECTION ~ n , ' ca~~~eoc e v ~ ~ Q ~ ~ i CONTROL-I~A_~RIG LINED ~ 1 ~ HEADWALL ~0 \ ~y - FT RE: 9/D-4 :
V`'~, c'~,\ ;-I_{,~ ~ PERMANENT EROSION CONTROL v ~ ~ ' ~ \ ~ ~ SWALE 500 LF ~ ~ ' _ ~ / RE ~4/I7-7 ~ DRAWINGS NDT RELEASED ~ V GLI~S`s RIPRAP \ \ r~
~ ~ ~ , . ~ f INV -301.2 ~ \ -~SE~L~ ono v ~ ~ ~ / / FABRIC LINED SWALE o ~ o A,~ v ~ ~ ~ \ 1 ` 6iI?"3 \ ~ ' _ 9' 18°THK ~ w/~fANURAIL \ \ FpR CONSTRUCTIi~N
v n c7 92 0 ® ~ 90 LE ~ tn~ ~ o., ~ ~ \ 1 ~ A ~ - 0~ ~1 ' ~ _ 3 / / 2~ 15"RCP ~ ~ Jab Number: 0831
4 ~ ~ \ a' ~ ~ i~V= 275.9
j~ ~ \ d °oaooao co ~q~ ~ \ ~ ~ i 0 ~ Y \ ~ ~ V A _ ~ ~ ~ ~ ~ ~ ~ ~ ~ awn ~WLF2 C,_P,JW~JC KB KN_
v~ V dOp ~ p ~ \ \ \ ~ ~ ~C ~ goo a ~ v v ; ii _ A \ ~ V ~ ~ V ~ \ ~ ~ N~~ 43 / ' . ~ r? _ Checked_ ~DAJ EOS T,RK SAB KN__
~ \ \ ~ a ~ A \ ~ _ _ ~ \~V~ ~ V ~ V ~ \ ~ ~ ~ ~ ~ ~ Date ~1012$I05 CD RESUBMITTAL
h>~ CD-32 ~ ~ q~T~~~a gg~~ ,~g p~AA~pp~~~R~1-~~y®y T ~ ~q ~ ~i Revisions ~ 2115106 BID SET
.k GRADING Q6 ERQSI®N C~1918Y~°1~ ~l~l~ CONSTRUCTONE~R
TRAIL - SO~TT~IEN BOUNDARIES PARK -SECTION 5 r:,, $16/09 B(D SET
1 = 30'
r~ - 4
NOTE NOTE; FOR BIDDING PURPOSES ASSUME SECTIONS OF r~
FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY
PAVING FLAT LEGEND TOPOGRAPFIY ASPI ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN BOG ~1 I
RE ATED ITEMS Ex15TING PROPOSED EROSION CONTROL ITEMS PR®PERT`( L 338 ON _ CURB ~ GUTTER ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~~d CONSTRUCTION DRAWINGS
EXISTING PROPOSED _ PROP05ED CONTOUR X f5T.5 I IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~
PROPERTY LINE ---~F SILT PENCE (TEMPORARY) RE:2lD-3 + 157.5 SPOT ELEVATION VEGETATI®N ARCI _ EDGE OF PAVEMENT ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~
- EASEMENT LINE ~ E PROTECTION PENCE RE:3/D-3 STREAM (TOP OF RANI`,) EXISTING PROPOSED DURI r . CONCRETE SIDEWALK TEMPORARY) DURHAM PARKS AND RECREATION. ~ 9,~~~ ~ E~': Sheet Title; ':;f TT
TREE TO BE REMOVED _ r W - FLDDDWAY AK STRUCTURE ~ ASPHALT SIDEWALK ran - TEMPORARY D(VER510N DITCH RE:5/D-3
FLODDPLAIN (FLOODWAY FRINGE) TREE/SHRUBS ES WHERE 5 WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS 4. L
=X=X= FENCE HEAVY DUTY ASPHALT 51DEWALK - FP NOTE THAT EXISTING TRTR g o~o ROCK PIPE INLET PROTECTION RE: 1/D-3 6° AK ~ ARE DRAWN WITH SCALE °0 0 50' STREAM n~FfER , DURHAM STRE,hM E~IPFER .ROOT PRO GTIDN ZO SILT FENCE OR TREE PROTECTION FENCE
RETAINING WALL °
5TA STATIONIN FROM POINT tXtUirlrN i i r<^r rcc:-7/U REQUIRED (51ZE VARIES) tUUAL I U I' K^UlUt;' t CK F 1
U7ILITIE5 +43.21 OF )iE01N4NG 0 (TEMPORARY) TREE TRUNK CALIPER Frl POINT OF CURVATURE ROCK CHECK DAM RE: 7/1- STORM SEWER ELEVATIONS SHOWN ARE APPROXIMATE JJUU1
EXISTING PROPOSED NOTE: NO FILLING IN FL00DWAY. ALL EXCAVATED MATERIAL .,,;..t ~ ~,„~,.•y, VE6E7'ATIQN LINE LANO' POINT OF TANGENGY (TEMPORARY) OUT51OF OF THE FLOODPLAIN. AND SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. PARK
SITE LAS ER UTILITY POLE ER 30 a 3o so sa SECTION 5 Sheet Number
® ? CATCH BA51N -so STORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY ER05ION CONTROL MEA5URE5 NOT E: WHERE NO 05ED GRADING 15 SHOWN, TRAIL NOTE- CITY OF DURHAM SENER LINES 4 AND RESEEDING OF TH05E AREAS FOR STABILIZATION 15 15 TO AH RE NO PROP TO A FINISHED TOP ELEVATION EASEMENTS SHALL BE ACCESSIBLE AT ALL - k
SS RAISED MANHOLE - CULVERT TO BE COMPLETED PER APPROVED ERASION CONTROL PLANS. BE CONSTRUCTED TIMES FOR MAINTENANCE AND REPAIRS THAT MATCHES THE EXISTING ADJACENT ELEVATION. THROUGSH CONTACT WITH THE GENERAL Scale 1" = 30'
-ss- SANITARY SEWER CONTRACTOR.

{

i
/ ~ ~~1I2 ~~OAK / /
~I l
,1_I,.
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ALL RESEEDING OF DISTUR D
T I ~C CC AREAS IN THIS SEC IONS 0 BE i ,o r( ~ / ~ ~
FESCUE GRASS. ~ ;,,~:o f41n~ i ~ ~ ° ~-o oA ? l
I j \ % a
I~ Y / / ' \ 1 I ~ ~ ~ I I ti ~ TM
.111 ~ ~ _ / J I ~ ~
EXIST.
PARKING - ~ i LOT TO ~
~~~~i REMA! \ ~ / \ ~ ~ q~~ i j .a ~ v ~ / o
; ~ ~ ~ ~ ~C~~IC ~ 0
} I' \ LEGEND ~ ~ \ ~ a ~ ~ ~ \ i \ ~ ~ {1 z
~ ; y ~ PRQPERIY RELATED ITEMS
OB20-17-11-8334 0 ; ;1;~~`~ ~ . r ;1 EXISTING PROPOSED ~ / / ~ ~ p ~ ~ / i ~ ~ ~
TM 507-O1-003 ~ ` ` . . PROPERTY LINE ~ ~ ~ / f I
DB 47 / 458 J I ~ {r G9
CITY QF DURHAM - - - e- EASEMENT LINE ZQNINGI R-20 ` U f ~ \ ~ ~ _ / \ ~ . , _ - - _ J - ~ ~ ~ ~ ` ~ 111 VVsst Main Strset
LAND USES PUBLIC PARK ~ STRUCTURE \ `-r?~X~ - ` ~ ~ ix~' I I ~ Durham, .C. 27701
;f~.,r~ -oo-- -X~X~ FENCE ~ i ~ ~ v , _ _ _ /o~ 1 I ~ ~ p 919.62.0368 ~~1~ - ~ ` ~ ~ -
~7 RETAINING WALL lM '~l / ~ \ ~ ~ e~ t 919.688.5646
' ;L PC STA. I i \ ~ ` w \ i~ ~nru.cjtpa.c~m
6+41.47 i.a-./ PAVING ~ 13
10' WIDE ASPHALT ~ ~ ` EXISTING PROPOSED \ `2l
j; TRAIL RE: 1/D-1 ~ r' ' 1 r' ' GURH rE GUTTER
ADD ASPHALT RE. u, t r;~~ 9/D-1 TO EXI5TING _ EDGE OF PAVEMENT ~ ~ ~ 3 y~
,,f``~;'~~`'-" TRAIL TO MAKE \ v ° \ /
® ~ ~ TRAI W ~ CONCRETE 5lDEWALK - _ \ TOTAL L IDTH _ ~ ~ ~ ~ ~ ~ ~ TREE PRQTEGTIC~I ~ ~ EENGIN~ \ 1
10' - TOPCOAT _ T STA. I ASPHALT SIDEWALK
~ 6+56.45 ENTIRE TRAIL WIDTH ~ I
WITH 1 ASPHALT HA T SIDEWALK PT TA. ~ HEAVY DUTY ASP L ~ ~ ~ - ~ ~ EXIST ~!C-~HT POST ~ al
+06.60 31 ' PC STA. ~ _ 0 ~ ~o~ ~ a / ~
6+91.96 eTa STATIONING FROM POINT \ ~ `;;'~~s~ r 1+x3.21 OF BEGINNING / - ~ ~ ~ ~ \ ~ ~ `~3~~f, oA,t~ i 16'XS'X3'I WEIR = 4' \ ~ DISTURB AREA = \
~ ~~\~r;';;~,~ I PIPE BOLLARD ~c ,j ; ~ POINT OF CURVATURE ~ 1~%, ~ ~ w 10000 SQ~ I
~ : EACH 51DE ~ POINT DF TANGENCY \ ' ~ /
\ .,r RE: 4fD-2 UTILITIES
~ EXISTING PROP05ED ~ , KNO K-DOWN ~ ~ ~ f, \ / EXTEND EXISTINC~2,4" ~
~ LLARD ; ` UTILITY POLE ~ ~ . !D-2 ~ ~ _ _ _ _ \ ~ \ / GONGRETE CULVERT ~ ~
TOP OP NEW ASPHALT TRAIL ~ ® GATGH BASIN RAM TO IST. TO MATCH TOP OE EXISTING LASS IPRAP ~ /A-S N~EEpEC2 TO ~A55 ~ Project:
RO T ss RAISED MANHOLE - 1O'~1~'x18° _ - ~ ~ UNDEI~PROF'OSED ~ l ~ ~ TRAIL A~/OR
ASPHALT ROAD. SAWGU ENDS EXIST. PAVEMENT AS NEEDED ~ _ - - - - - - - - - - , / ~1 \ ° ~ \ INSTALL 24'~ES \o
-so- ~ STORM DRAINAGE PIPING ~ 7+24.56 FOR G EAN ABUTMENT
~ L ~ CULVERT i - -
I SANITARY SEWER _
-Fa- FIRER OPTIC LINE ~ ~
1 C D e,.) 3 NOTE: CITY OF DURHAM LINES #
~ T5 SHALL 33E ACCESSIBLE AT ALL - ~OUTI~EN BOUNDARIES PARK -CONTINUATION FROM MATC~ILINE DD TIMES FOR MAINTENANCE AND REPAIRS TRAIL QP$N SPACE AND TRAII 5
,9 , TH CONTACT WITH THE GE 1 = 30 CONTRACTOR. i
r
TOPOGRAPHY ~ '4
338 - - - CONTOUR ~ 1 ~ \v ~ - _ -~2AI~=1:'PIASE 2 1 l ~ ~ l ~ \ ~r ~L
X t 157.5 5POT ELEVATION (TRAIL G1U ~ 1 ~ ~ V A \ NOT IN GONI'RAGT ~ 1 ~ ~ 24"~ OA~t \ `I
` 'RAIL -PHASE 2 Y STREAM (TOP OF BANK) ~ ~ ~ v I ~ ~ ' i DURHAM NC f ~
NG~'~ ~,aN CONTRACT ~ ~ I V AV q ~ ~ / ~ ~ - o ~ 1 '
FLOODWAY ~ ~ ~ ~ ~ I ~ ~ ~ \`~0'' OAK ~ '
- FP - FLOODPLAIN {FLOODWAY r"~INGEj ~ '
~ 5D' S7REaW BUFFER ~ ~ ° DURHAM STREAM BUFFER
~T~ 19 .~l/.~5 _ REQU,RED {SIZE VARIES) ~ ~ ~v ~ \ ~ ~ v `-~w_.,. ~ v v i~~ ~ A ~ A
ALL RESEEDING OF DISTURBED OoDWAY. ALL ExGAVATED MATERIAL e ~ v \ V OWNER:
AREAS IN THIS SECTION fS TO BE NorE: NO FILLING IN FL TO HE DISPOSED OF C~lTSIDE OF THE FLOODPLAIN. ~ \
FESCUE GRASS. I ~ \ 12''~ OAK fj~ 12" S dl~M ~ ~ , \ \ 1 \ ~ ~ CITY OF DURHAM 101 CITY HALL PLAZA
°4<. N01'E: P~ PROP05Ep GF~4DING 15 SHOWN, ~ , f 0~ } ~ ~ ~ 92~OAK' ~V ~ 6\\ 7 ~ ~ ~ \ ~ DURHAM, NC 27701
~ TRAIL IS TO BE CONSTRUCTED TO A Q' ; , FINISHED TOP ELEVATION THAT MATCHES ~ ; A ~ r \ \ / ~ ATTN: BETH TIMSON
PT STA. THE EXISTING ADJACENT ELEVATION, I ~ OA~~ \ \ \ . ~ ~ A~ \ / ~ ~j PARK5 & RECREATION DEPT
I. ~ ~ "~90+80.45 0~ 'C OAM/ ~ f ~i i ` ~ \ V ~ \ ~ / ~ / 'I ph:919-560.4355
~ ~ ~ EROSION GC7NTROL ITEMS -4--_~ = ; ,,1 t` I , fx: 919-560-4021
V , i' ,/,r' ~ PROPOSED myp ; '2 " ~ i~ I v 12~ M r _ C., - ~ V A \ 1 ~ A Y ~ h
j. SILT FENGE (TEMPORARY) RE:2ID-3 - , I ~ ~ .
~ - E PROTE TION FENGE RE:3/D-3 _ ~ . / ; ~ I v TEMPORARY - ' \ /
\ \ 4 ` \ / \
~ ~ ' ~ ~ - Tsn TEMPORARY DIVERSION DITCH RE; SID-3 r
_ , ~1 ~ PRC STA. 8~,,o ROCK PIPE INLET PROTECTION RE: 1/D-3 / `9a,~~; 189-I.85.01 _ , f l M! ~ v - - - ~ ~ ; t' \A T ~ L.P. 309~6t ~ v \ - I
' S ~ . ~ ' . ' , SEDIMENT TRAP RE• 9/D 4 ~ ~ j V ~jX-. \ \ \ V
r<~ ~ {TEMPORARY) l >`~ir ~ 0~ ~ ~ ROCK GHEGK DAM RE: 7IC>-~ ~ ~i ~I ~ 16"~ OAK \ ~ \ ~ ! \ \ \ ~ ~ ~ 3 , \ ` try \ \ \ ~ - I'
Q~~* O _ ~ TEMPORARY) x ~ { f O ,
' ~ r ~ J` ! i"" ~ ~ ~ ~r \H. , 310.5 \ \
i REMOVAL OF ALL TEMPORARY ER0510N CONTROL MEASURES I ~ J A \ ~ ~ ~ AV A \ \ A ~ I., \ I
AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS i TO HE COMPLETED PER APPROVED ER0510N CONTROL PLANS. I \ \ \ \ \ ~
EXISTING ASPHALT ~ \ q:
;r' ` NATION VEG ~ i FOOTPATH TO BE ~ "V A \ \ 1 \ ~ ~ ~ \ \ ~ ~ A A ~ ~
~ REMOVED EXISTING PROPOSED ~ F~ 1 ~ ~ \ ~ \ V A i
TREE TO HE REMOVED 1~,'OAK ~ \ ~ ~ A ~ ~
t~ _ _ _ ~ TREE/SHRUBS
- X820 17 11 2334 s ; ~ . ~ ~ NOTE THAT EXISTING TREES ' TM 507-O1-003 ' ` 6' ~ ARE DRAWN WITH SCALED
r; `sn V PROTECTION ZONE ; DB 47 / 458 a~ RooT v i'
~p ` EQUAL TO 1` RADIUS PER 1" ` CITY QF DURHAM y \ TREE TRUNK CALIPER DRAWINGS NOT RELEASED
ZONINGI R-2q d`~ _,.,r,,, ~ ~ p ~ ~ VEGETATION LINE ~ A t ~ I~ ~f q~ FOR CONSTRUCTION
LAND USE. PUBLIC PARK ~ \ \ l ' \ ~ i J®b Number: 0831
l J ~ .''~i ~ ~ j v ~ ~ ~
90` WIDE ASPH T ~ !i NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF AL 16' OAK E, ~ \ ~ ~ ~ ~ ~ ~ ~ ~ Drawn WLR CP JW JC,KB KH _
' FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY l ~ ; ~ TRAIL 1/D-1 ~ , ,
ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ + ; I ~ , ` i ~ ~-~__-..N ~ / ~ ~ ' 10° OA14' ~ ~ i ~ I ~ Checked DAJ EOS TRK,SAB, KH 1 ~ !)ate 10!28105 CD RESUBMITTA_L
~ ~ 10' WIDE ASPHALT ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED P ' IN FIELD DURING CONSTRUCTION BY LANDSCAPE 1 ~ µ i ~ ~ i ~ ~ Revisions 2115106 BID SET f ~ ~ ~ 3105108 ISSUED FOR _
~ TRAIL RE: 1JD-1 . " ' <<~'~~ a ARCHITECT AND UERIFIED BY GENERAL SERVICES AND ~ ~ / ~ 1, ~ ~ `ti 1 '~'`~'~~I' ~ ~ ~ CONSTRUCTION ~ ~i
I h ~ ''~~l DURHAM PARKS AND RECREATION. I~ ~ ~ ~ ~ ~ ~ ~ ~ ',,i ~ ~ ~ ~ &B109 BID SET
~ AJOR ENTRANCE SIGN ; j; 2'~ ULT1 I 1 1 I 'E ~ ~ ~o" oA I i• PH INI " ~ ~ ~ ~ j t
~ ~ I
. ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS 1 v , PRC STA ~ I i- ~ v \ v ~ ~ ~ 1 , , a ~
188+18.18 SILT FENCE OR TREE PROTECTION FENCE ~ ~
r ~ ~ i ~ ~ / ~
,~AU,eA'ee flp40040 r e 0 ` I 1 4 i B fl I 9 ° ~ \ t. \ ~ ~ , \ ~ ~ o , ` ~ CONSTRUCTION DRA~?INCsS
0 e r / PORTION OP EXIST. PATH TO , , o I 04°° ~ C n R O ~Bes 0®0 ~ 4., ri 00
REMAIN(HATCHED~ GRADE A5 NEEDED % 1 ~ m°•''osc0®,°(` o AAAAAAA o O PHA 7 TRAI o ~ L~~ AnF°m®2 % TO TIE INTO NEW AS L L e , o ~ e % q ~m ; a
\ ~ ~ ~ 1 1 T DD ' ~ ~ ~ ~ Sheet Title: \ I ~ ~
y~ ~ m~, 5® 0 a SEAL ° d ~ ~ 27892 p 1 ~ ~ \ _,A
1 1 ~ l o rn a a 4 ' ~ 'd a t"' o° 4/ o o . ~ o ®a ~ e' o v i ~ v F
°.m o ~~e ~I NEB; A~ vo ,
G,.~t>'.. ~ 'o. lr,.'s•.m®...''.~1., ~9~ °O_ n®®®Aaeaeoo~Q~'~o 4 MAPLE' <w
0 0 P 0000 22" OAK ~ , N
& EROSION CONTROL PLAN 30 0 30 60 90 '1` END PEASE 1
1 2/CD-33 SITE & LANDSCAPEf PLAN GRADING & EROSIO TRAIL - SOUTHERN BOUNDARIES PARK - CONTINUATION FROM MATCHLINE EE - - - - = Sheet Number
Scale 1 99 30' - -
1" = 30'

ii i
~
-
I~ t
I~ i I ~ LIST. ~F DRAWINGS
it ;i COVER SHEET
i
!I I n,n V O~L~ '~R~I. SLEETS
E ¦ J CD-la PROJECT NOTES
I ~ CD-ib REQUIRED TREESAVE AREAS
CD-ic REQUIRED TREESAVE AREAS CD-2 OVERALL TRAM, PROPERTY LINES AND,SHEET INDIX
CD-2a-2e TRAIL PROPERTY OWNERS, EASEMENTS AND SHEET INDEX
CD-3 STREAM DEBRIS REMOVAL LOCATION MAP
TRAIL DRAWINGS CD-4 TRAIL - GARRETT ROAD PARK SECTION
CD-4a TRAIL - GARRETT ROAD PARK DETAILS
CD-5 TRAIL -HOPE VALLEY ROAD SECTION
CD-5a TRAIL, -HOPE VALLEY ROAD TRAIL, CROSS SECTIONS CD-fi TRAIL -CROSSING HOPE VALLEY ROAD
CD-fia DETAIIS - WOODCROFT PARKWAY WALiS, DRAINAGE, AND PLANTING
CD-7 TRAIL - WOODCROFT PARKWAY SECTION 1
CD-7a TRAIL - WOODCROFT PARKWAY SECTION 1-SIGNAGE AND STRIPING
CD-8 TRAIL - WOODCROFT PARKWAY SECTION 2 CD-9 TRAIL - WOODCROFT PARKWAY SECTION 3
CD-10 TRAIL - S. ROXBORO STREET SECTION 1
OWNER: CD-11 TRAIL - S. ROXBORO STREET SECTION 2
CD-12 TRA11, - S. ROXBORO STREET SECTION 3
PROFESSIONAL EN CITY OF DURHAM LANDSCAPE ARCHITECTURE ENGINEERING. [ONAL ENGINEER: SEDIMENTATION AND EROSION CONTROL PLANS CD-12a TRAIL - S. ROXBORO STREET SECTION S-SIGNAGE AND STRIPING CD-13 TRAIL - S. ROXBORO STREET SECTION 4
GENERAL SERVICES DEPARTMENT COULTER JEWELL THAMES PA WARD CONSUI. 9 CONSULTING ENGINEERS, PC CD-14 TRAIL - S. ROXBORO STREET WOODBRIDGE SECTION
CD-15 TRAIL - WILLOWBRIDGE SECTION 1
111 WEST MAIN STREET 8386 SIX FC 2011 FAY STREET SIX ~F7ORKS ROAD ~ 101 CD-1fi TRAIL - WIIa,OWBRIDGE SECTION 2
7 RALEIGH NC - _ _ _ DURHAM, NC 2 701 , IGH, 1V C 2'7615 CD-18 TRA>L -CARDINAL DRIVE SECTION
DURHAM, NC; 27701 - ~
_ _ PH. 919-682-0368 PH. 919 87 PH, 919 560 4197 919 - 8 7 0- 0 5 2 6 CD-19 TRAIL -ORIOLE DRIVE SECTION I
- FAX: 919-87 FAX. [phone] FAX: [phone] - 8'7 0 - 5 3 5 9 CD-20 TRAIL - oRIOLE nRIVE sECTioN z
CD-21 TRAIL -SURREY GREEN SECTION i
CD-22 TRAIL -SURREY GREEN SECTION 2 CD-23 TRAIL -SURREY GREEN SECTION 3
CD-24 TRAIL - MANFORD DRIVE SECTION
CD-25 TRAIL - COURTLAND DRIVE SECTION i
CD-26 TRAIL - COURTLAND DRIVE SECTION 2 CD-27 TRAIL - COURTIAND DRIVE SECTION 3
CD-28 TRAIL -SOUTHERN BOUNDARIES PARK SECTION i
CD-28.1 TRAIL -SPUR FROM MLK BLm To MAIN TRAIL
CD-29 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 2 CD-30 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 3 (EX CONDITIONS)
P ~ J E C T .DATA cD-30.1 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 3 (SITE & GRADING) CD-31 TRAIL -soil SPOU Bala, CD-32.A TRAIL -SOUTHERN BOUNDARIES PARK SECTION 4
CD-32 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 5
PROJECT DATA CD-33 TRAIL -SOUTHERN BOUNDARIES PARK END PHASE I
r DETAIL DRAW~iGS
AREA IN FILL IN FLOODWAY FLOODWAY EXISTING USE PARKS AND OPEN SPACE D-1 PAVING DETAILS
LAND TRACT F/J PIN/ ACREAGE EXISTING PROPOSED FLOODWAY FRINGE AREA WETLANDS PROPOSED USE BICYCLE AND HIKING TRAIL D-2 BIKE, BOLLARD, FENCE AND PLANT DETAILS
-g TM REF IMPERVIOUS .IMPERVIOUS FRINGE AMOUNT % NO FILL REA LAND AREA 172.068 AC D-3 EROSION CONTROL DETAILS
E CITY OF DURHAM 0799-03-10-9640 7.64 AC 1.25 AC 1.36 AC 0 0 0 % 0 GARRETT ROAD PARK Y 426-01-008 0.032 AC EXISTING ZONING R-10 AND R-3 D-4 EROSION CONTROL AND STREAMWORx DETAILS
HOPE VALLEY POINTE LLC 0719-03-20-3309 0.15 AC D 0.05 AC 0 0 0 % D 0.003 AC SOME PROPERTIES IN F/J-B D-5 WARNING, EDGING AND CURB & GUTTER DETAILS
GREENWAY EASEMENT y 426-01-008A WATERSHED D-6 NOT usED
RTE 751 ROW - - 0 0 0% 0 0 WACHOVIA BANK 0719-0 -20-8641 WATERSHED CAPE FEAR D-6.1 WALL AND BOARDWALK DETAILS PROPOSED ZONING NO ZONING CHANGES D-7 STORMWATER DETAILS
GREENWAY EASEMENT y 426-02-004G 0.24 AC 0.003 AC 0.04 AC 0 0 0 % 0 0 BUILDING INFORMATION NO BUILDINGS PROPOSED D-8 TRAIL SIGN DETAIIS
REGENCY PROPERTIES 0719-03-20-8290 GREENWAY EASEMENT Y 426-02-004D 0.024 AC 0.024 AC 0.024 AC 0 0 0 % 0 0 D-9 HANDICAP AND ROADWAY DETAIIS
WOODCROFT PARKWAY ROW - - YES 0 0 % NO NO PARKING REQUIRED N0 PARKING IS REQUIRED D-10 GUARDRAIL DETAILS
REGENCY PROPERTIES y 0719-03-30-1521 1.664 AC 1.196 AC 0 0 % 0 0 EXISTING PARKING PARKING IS AVAILABLE AT BOTH
GREENWAY EASEMENT _ 426-02-004F GARRETT ROAD PARK AND AT SOUTHERN BOUNDARIES PARK
WOODCROFi CQMMUN ASSN 0719-03-30-2661 0.143 AC 3 ADDITIONAL SPACES ARE PROPOSED T T '~pp
GREENWAY EASEMENT _ y 426-02-004C 0.09 AC 0.022 AC 0.037 AC 0 D % 0 0 DUKE POWER. 0719-03-30-4418 AT GARRETT ROAD PARK ISSUED ~®1L BID
GREENWAY EASEMENT Y 426-D2-0048 0.09 AC 0.036 AC 0.027 AC 0.778 AC 0 0 % 0 0
OLIVER & BILLIE ALPHIN y 0719-03-30-6545 0.28 AC 0.078 AC -0.117 AC 0.170 AC 0 0 % 0.020 AC 0
GREENWAY EASEMENT 426-02-003C EXISTING PAVED 18.29fi AC (10.63 NOT ISSUED FOR C®NSTRUCTION
EXI5TIN6 WOODCROFT ROW - - YES 0 0 % YES 0 AMERICAN WOODCROFf COMMUN ASSN y 0719-03-41-8286 2,22 AC O 0 43 AC C 0.007 AC ' 0.8 % 1.346 AC 0.254 AC AREA
TOBACCO GREENWAY EASEMENT 426-02-003E 0.874 A PROPOSED PAVED 23:670 AC (13.76%)
a~ PT 0719-03-42-8397 BNP REALTY WOODS EDGE A y 0.027 AC 0 0.002 AC 0.027 AC 0.007 AC 25.9 % 0 0 GREENWAY EASEMENT 42fi-02-002 AREA INCREASE 3.13%
~ BOINDARI HOPE VALLEY FARMS HOA 0719-04-52-6521 3.27 AC 0.19 AC 1.264 AC EXISTING IMPERVIOUS 20.439 AC (11.88
PARK ~ GREENWAY EASEMENT Y 425-02-010 0 0 D % 2.006 AC 0 SURFACE
~ ~ ~ a~ CHOWNINGS PLACE TH A`;SOC 0719-03-42-8252 GREENWAY EASEMENT Y 425A-01-024 0.360 AC 0 0.05 AC 0.36D AC 0.014 AC 38.9 % 0 D.059 AC SURFAOCED IMPERVIOUS 26.342 AC (15.01 A COPY OF THE APPROVED
$EEGHWOOD I GEME1'ARY ROXBORO STREET ROW - - NO - YES NO INCREASE 3.18%
5Pt1R FROM MLK BLVD TO I ~ ~ CITY OF DURHAM 0719-04-63-4674 MAtN TRAIL , i ~ ~ ~OP~ y 425-02-0108 3.13 AC 0 0.14 AC 0 0 [ 0 % 3.13 AC 0 TOTAL DISTURBED AREA 21.6 ACRES SITE PLAN MUST BE KEPT ON
~ ,J.
CITY OF DURHAM y 0719-04-64-6573 3.40 AC 0 0.23 AC 0 0 3.40 AC 0 '~~--'~%i?,~; ~ HI IDE 424-01-0046 0 SITE AT ALL TIMES. SITE
'r +?i~ 5Gt~0o~. WOODBRIDGE III H 0 ASSN 0719-02-65-7360 J CT NOTE PLAN WILL BE PROVIDED TO
GREENWAY EASE NT Y 424A-O1-005D 0.38 AC 0 .0.16 AC 0 0 ( 0 % 0.38 AC 0.072 AC HOPE V 60LF ~ ~ WOODBRIDGE III H 0 ASSN 0719-02-6 -8677 ON-SITE TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEYS PREPARED BY: CONTRACTOR BY OWNER.
Y 1.40 AC 0 0.16 AC 0 0 0 % 1.40 AC 0.145 AC ~ GREENWAY EASE NT 424-01-006 PHILLIP RILEY SURVEYING,
~ ~ CITY OF DURHAM D719-02-75-1973 D p 1 0.102 AC ~ ~ Y 422-01-0128 0.92 AC 0 OA6 AC 0 % 0.92 AC DON GREELEY, CITY OF DURHAM,
~ THIRD FORK ~ 0719-02-76-4498 ` ~ CITY OF DURHAM Y 6.60 AC 0 0.24 AC 0,787 AC 0 i 5.813 AC 0.189 AC LINDA D. EDMONDSON R.L.S. TOPOGRAPHY ON ADJACENT PROPERTIES FROM THE CITY OF
s~-`" A GREEK TRAIL ~ 422-01-012 ~ 0 DURHAM GIS DATABASE.
s PHASE 1 CITY OF DURHAM 19-02- 6-9976 ! ~ Y 422-01-002A 1.55 AC 0 0.12 AC 0 0 0 % 1.55 AC 0.120 AC
SURREY GREEN H 0 ASSN 0719-02-87-6709 1.31 AC 0 0.18 AC O 0 0 % . 1 0.555 AC N 13 AC THIS TRAIL SITE RUNS THROUGH FLOODPLAIN LAND AS NOTED ON THE PLANS. FLOODWAY AND FLOODPLAIN LOCATIONS ARE
.1 N ~ GREENWAY EASE ENT 422-06-002A r ~ HOPE VALLEY FARMS NORTH HO N 0719-02-87-1013 0.02 AC 0 0 0 0 i 0 % TAKEN FROM SURVEY INFORMATION AND FROM THE FEMA MAP
GREENWAY EASEMENT 506-01-006 0.02 AC 0 PANELS #154, 158, 159, 162 DATED FEB 2 1996.
6ARRETT ROAD SURREY GREEN H 0 ASSN 0719-02-98-1592 PARK N 0.46 AC 0 0.11 AC 0.046 AC 0 ~ 0 % 0.414 AC 0.112 AC ~ GREENWAY EASE ENT 420A-05-002 THE CITY OF DURHAM TRANSPORTATION DEPARTMENT WILL BE
CITY OF DURHAM 0719-02-99-4D12 JORDAN N 3.78 AC 0 0.06 AC 3.424 AC 0 0 % 0.356 AC 0.124 AC RESPONSIBLE FOR THE CONSTRUCTION OF ALL CROSSWALK
498-02-004 HIGH SCHOOL STRIPING IN THE ROW AND REQUIRED TRANSPORTATION SIGNS
THIRD FORK G EK TRAIL -START CITY OF DURHAM N 0719-02-99-6073 1.88 AC 0 0.11 AC 0.391 AC 0 0 % 1.489 AC 1.875 AC 418- -004 ALONG WOODCROFT PARKWAY AND 5. ROXBORO STREET. COD TRANSPORTATION WILL BE RESPONSIBLE FOR ALL ASSOCIATED
CITY OF DURHAM 0729-01 09-1219 TRAFFIC SIGNAL WORK AT THE INTERSECTION OF WOODCROFT
I - N 418-01-001 3.80 AC 0 0.12 AC 0.406 AC 0.007 AC 0 % 3.394 AC 2.661 AC a0 PARKWAY AND NC 751, AS WELL AS THE REQUIRED STRIPING
CITY OF DURHAM 0729- 1-09-1449 0.473 AC 0.034 AC 0.062 AC 0 0 % .411 A 0.076 AC k1~- N 418-01-002 0 0 C AND SIGNAGE. THE CONTRACTOR WILL COORDINATE WITH THE COD TRANSPORTATION DEPARTMENT FOR CONSTRUCTION
~ CITY OF DURHAM 0729-01-09-466D N 6.31 AC 0 D,Dg AC 0.630 AC p 0 % 5.680 AC 3.802 AC SCHEDULE.
507-01-001C CITY OF DURHAM 0820-17-11-2334 54.585 AC 15.645 AC 16.941 AC 15.516 A 0 18.600 AC 5.445 AG STREET TREES SHOWN AS REMAINING WHICH DIE AFTER TRAIL
PUBLIC WORKS FACILITY N 507-01-003 0 % CONSTRUCTION SHALL BE REPLACED. STREET TREES SHALL
CITY OF DURHAM N 0820-13-12-7945 20.240 AC 3.251 AC 3.650 AC .0002 AC 0 0 % D 0 SOUTHERN BOUNDARIES PARK 414-01-007A REMAIN HEALTHY FOR 1 YEAR AFTER ACCEPTANCE OF PROJECT
CITY OF DURHAM 0820-13-22-3934 5.391 AC BY THE OWNER. TREES WILL BE REPLACED BY AN EQUIVALENT TRUNK CALIPER INCHES OF LARGE MATURING HARDWOODS (3°
N 414-01-002 0 0.044 AC 3.367 AC 0 0% 0 0 CALIPER MINIMUM SIZE AT INSTALLATION). FOR EXAMPLE, A 10"
CITY OF DURHAM 082D-13-23-4248 0.604 AC 0 0.051 AC 0.604 AC 0.003 AC 0 N 414-01-006 0 0 TREE WHICH DIES WILL BE REPLACED BY 4-3" CALIPER TREES.
TOTAL 132.297 AC 20.298 AC 15.626 AC RESOURCE PROTECTION ORDINANCE COMPLIANCE
15.34% - FLOODPLAIN PROTECTION: THIS SITE IS IN A MAPPED FLOODPLAIN
ACCORDING TO FEMA PANELS 3720071900K, 3720072900K, 3720082000K, DATED 08-02-2007. BASE FLOOD ELEVATION VARIES
NOTE: DURHAM PUBLIC SCHOOLS HAS APPROVED THE PURCHASE OF THESE TWO PROPERTIES. dEWAY. AND IS NOTED 4N THE PLANS.
CALCULATIONS FOR IMPERVIOUS SURFACE, TREE RETENTION, ETC INCLUDE THE TRAIL CONSTRUCTION AND ALSO THE PROPOSED SCHOOL BUS ACCESS DRIVEWAY. - STREAM BUFFER; THE TRAIL FOLLOWS THIRD FORK CREEK AND ,,w+"""'~~~~
VARIOUS TRIBUTARIES AND DISTANCE OF THE TRAIL FROM THE .STREAM e~`'~, • G A RQ%,~
BANK VARIES. 50' STREAM BUFFERS ARE SHOWN ON ALL PLANS:. ,~~~~~,.~AADSCgpF`/~
- STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPE AREAS ; : ' 9. 9
:w (25%) GREATER THAN 10,000 SF IN AREA ALONG THIS TRAIL. ~ x EN 1054 x
- WETLANDS PROTECTION: THERE ARE WETLANDS ALONG THE TRAIL ; ~ ' y~;
SITE WHICH HAVE BEEN IDENTIFIED BY JAY CARTER WITH JAY CARTER
ASCfIf'.IATFS WE'TI ANf)S ARF SHfIWN (1N THE PI ANS ANA AFFECT THE _ o..___..••' ~
NOTE THAT NO ENCROACHMENTS WITHIN 5 FEET OF THE TOP OF f THE TOP OF ANY AREAS ON PLAN SHEETS: CD-5, CD-8, CD-9, CD-10 CD-11, CD-16 Hp,M
STREAMBANK WILL BE ALLOWED UNLESS SPECIFICALLY SHOWN Of ALLY SHOWN ON THE TO CD-28, CD-31, CD-32, CD-34, CD-35, CD-36, CD-42.
PLANS. THE TOTAL WETLANDS AREA IS LISTED IN ADJAENT THE PROPERTY DATA
CHART.

PROP05ED PROFILE TO RE5ULT IN NO NET FILL
3:1 SLOPE 3:1 SLOPE EXISTING GRADE 4" CONCRETE SIDEWALK
MIN, FIRST 1' OP SHALE TO SLOPE 1/4" PER POO MIN.
-_
GRASSED 1.5% r�1-OPS FSM 6RA55ED MEET EXISTING MULCH OR FILL MULCH OR FILL
MEET EXICISTTIN SHALE GE1yTER LIPIE SHALE GRADE
GONTINARAPE 000 p,1' GONTINUOU5
LY.wk1I
EXISTIN O'5 EXIAVE
OSEED AND MULCH
GRADE 3' MIN 3' MIN
0
6' 6" Lz TRAIL WIDTH
TURF 0
COMPACTED EARTH TO RETAIN PROFILE FOR 5TRAICGHT PORTION OF PAT TI� MAT
BASE AND u�„ POO LINE %WALE WITH TURF WHERE NOTED ON PLAN.
5 REINFORCEMENT MAT 2:1 MIN 5LOPE
- I I -I = - 2' 59.5A WHERE NOTED ON PLAN. #57 STONE
_ 2:1 MIN SLOPE FIRST 1' OP 5HAL MEET EXISTING
III 1 -) I it I u. TO SLOPE 1/A•" GRADE
III-) I- 6" coMPAcrED AGGREGATE
PER Fool GONSTRUGTION NOTES:
I 1=) I I I BASE COURSE- COMPACT TO 956G _,._.._.- EXIADE
1-1 1=1 MODIFIED ASTM D 1557 GRADE 1. THE CONTRACTOR SHALL TAKE GARS NOT TO DAM CCE TREES OR
12" BEYOND TRAIL EDGE EXI5TIN6 ROOTS.
11 I III=1 I I -III -I 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=11 III=1 1=1 GRADE - SHALE
III_-III-III=III-III-III-1I1=1I1=1I1=III=IIIElI1=1IIAIIEII1=III=III 5y PATH 2. EXCAVATION HITHIN A TREE 5 DRIP LINE MUST BE APPROVED JOINTLY
- - - -
..........
GRASSED
=1 I I=I I I=I I I=III=III=I I I=I I I=III=III=III-III=i -III=III_= COMPACT 5u56RADE TO 91.01-E �'`6
- - I- 98% 5TANDARD PROCTOR _.__._
0 2 BY GIN { NSPEGT I ON5 AND THE GIN ARBOR 1ST.
ASTM P 698 3. A MINIMUM OF 3" #57 STONE SHALL BE PLACED UNDER THE SIDEWALK
3' MIN NITHIN THE DRIP LINE OF ANY TREE. NOTIFY THE OWNERS REPRESENTATI\/E
VEHICULAR PAVEMENT: _ EOR STONE DEPTHS GREATER THAN ONE FOOT.
FOR GARRETT ROAD PARK PARKING AREA AND PROFILE FOR PATH A5 IT GROSSES A SLOPE 5U5R
6ADE MATERIAL REMOVED 4. MULCH OR FILL THE ENTIRE AREA HHFRE #57 SOTNE HAS BEEN PLACED.
PUBLIC WORKS OPERATION CENTER PARKNG AREA FOR TRAIL CONSTRUCTION TO 5. SEED AND MULGH THE GONSTRUGTION AREA ADJAGENT TO THE TREE
2" S9.5A OVER 8" CABG OVER COMPACTED SUBGRADE BE D15P05ED OF OFF-SITE PROTECTION SIDEWALK.
NOTES: 6. PRUNE L I MBS OE35TP-UGTI NG PEDETR I AN5 U51 NC THE SIDEWALK. LIMB
THE TREE UP TO A HE 1 GHT OF 8 FEET.
1. TO ENSURE PATH 5TAY5 DRAINED OF WATER, ASPHALT SURFACE
SHALL SLOPE FROM CENTER DOWN TO EDGES ON 5TRAI0HT SEGTI ONS.
ON 5EGTIONS WHERE THE PATH CURVES, SLOPE SHALL FALL FROM THE
OUT5IDE OF THE CURVE DOWN TO THE INSIDE EDGE. UNLESS OTHERWISE AS SHORN ON SHEET GD -4a FOR GARRETT ROAD PUBLIG
NOTED. SIDEWALK GONSTRUGTION.
2. ASPHALT PATH IS TO BE SURFACED SUGH THAT HATER DOES NOT
POOL IN ANY SPOTS ON OR ADJAGENT TO PATH.
1/D-1 1A/D-1 3. CONSTRUCT SHALE TO ENSURE NO PONDING OF HATER ADJACENT TO 2/D-1
TRABITUMINOUS TRAIL TRAIL GRADE 4. ENO FALL IS ALLOHED IN THE FLOODHAY. ALL SUBGRADE AND SIDEWALK CONSTRUCTION - TREE PROTECTION
NTS NTS PAVING EXCAVATED MATERIAL IS TO BE D15POSED OF OFF-SITE BASED ON DETAIL PROVIDED BY CITY OF DURHAM PUBLIC WORKS DEPARTMENT
4/D-1
30" CURB & GUTTER
NT
a
12"
CONCRETE TRAIL PER PLAN
DETAIL REFERENCE
COMPACTED AGGREGATE--'
BASE COURSE- COMPACT TO 95%
MODIFIED ASTM D 1557
2" ASPH. CONC. SURFACE
COURSE TYPE S9. 5B
ROUGHENED CONCRETE
SURFACE
6" 2>-0" BITUMINOUS TRAIL PER PLAN
2" MIN. / DETAIL REFERENCE
SAWCUT EXISTING PAVEMENT
2' FROM EDGE OF NEW
GUTTER
EXISTING
PAVEMENT
6" ASPH. CONC. I NTEMED 1 ATE
COURSE, I 19. OB (IN TWO LIFTS)
USED AT ALL ASPHALT AND CONCRETE JUNCTIONS ON THE TRAIL.
ALL EXISTING PAVEMENTS (CONCRETE AND ASPHALT TO BE SAW CUT
WITH A CLEAN NEAT EDGE.
8/D-1
ASPHALT/CONCRETE TRAIL JUNCTION
NTS
GONGRETE
PAVEMENT
3000 PSI
MEDIUM BROOM FINISH
COMPACT SUBGRADE TO
98% 5TANDARD PROCTOR
A5TM D 698
Nom_•
1. EXPANSION JOINTS ARE TO BE SET A MAXIMUM
OF 30' APART.
2. GONTROL JOINT 5GORI NG 15 TO FOLLOH PATTERN
5HOHN ON PLAN WITH 5GORE JOINTS A MAXIMUM
OF 10' APART.
3. GONGRETE TO BE MEDIUM BROOM FINISHED
PERPENDIGULAR TO DIREGTION OF TRAVEL.
4. HHFRE ADJAGENT TO EXISTING 51DEHALK, JOINT
PATTERN AND FINISH TO MATGH EXISTING.
5. WHERE GONGRETE TRAIL MEETS EXISTING GONGRETE HALKS, HALLS
AND VERTICAL SURFACES, PROVIDE AN EXPANSION JOINT
5/D-1
CONCRETE SIDEWALK
NTS
ADD NEW WIDENED TRAIL SECTION FOR A 10' FINAL TRAIL WIDTH
NEW WIDENED TRAIL EX15TINO TRAIL
+/-4� TYP, SAWCUT GLEAN, NEAT STRAIGHT EDGE
OF EXISTING ASPHALT TRAIL
6" 6" 2' 5915A 1" MIN. 59.5A TOPCOAT (NEW AND EXISTIN(5)
CLEAN AND TOP
COMPACTED EARTH TO RETAIN / AC OF EXISTN6TTRAIL
BASE AND SUBERADE -
9/D-1
ASPHALT TRAIL WIDENING
NTS
EXISTIN6 ASPHALT
TRAIL AND BASE
6" COMPACTED A66RESATE
BASE COUR5E- COMPACT TO 9565
MODIFIED ASTM D 1557
12" BEYOND TRAIL ED6E
COMPACT SUBGRADE TO
98% STANDARD PROCTOR
ASTM D 698
1.5% CR055 SLOPE TYPIGAL
zi
V _
0r- _7> t
iD
(_J*
j C J
............
CONCRETE PAVEMENT
3000 PSI
MEDIUM BROOM FIN15H
6" x 6" W2.9 x W2.9 WELDED
WIRE FABRIC
COMPACTED A66REOATE
BASE COUR5E- COMPACT TO 95%
MODIFIED A5TM D 1557
COMPACT 5U56RADE TO
985 5TANDARD PROCTOR
A5TM D 698
NQM5
1. EXPANSION JOINTS ARE TO BE 5ET A MAXIMUM
OF 30' APART.
2. GONTROL JOINT SGORING IS TO FOLLOW PATTERN
SHOWN ON PLAN HITH 5GORE JOINTS A MAXIMUM
OF 10' APART.
3. GONCRETE TO BE MEDIUM BROOM F I N I SHED
PERPENDIGULAR TO D I REGTI ON OF TRAVEL.
4. HHFRE ADJAGENT TO EX I ST I NO SIDEWALK, JOINT
PATTERN AND FINISH TO MATGH EXISTING.
5. HHFRE CONGRETE TRAIL MEETS EXISTING GONGRETE HALK5, HALLS
AND VERTIGAL SURFAGE5, PROVIDF AN FXPAN51ON JOINT
/D-1
VEHICULAR CONCRETE PAVEMENT [G'ARDINAL DRIVE
UR
NTS
6" 1
10/D-1
24" CURB AND GUTTER
NTS
FINISHED GRADE
BACKFILL
ADJACENT EXISTING PAVEMENT
CAST -IN-PLACE CONCRETE
3000 PSI
STONE BASE MATERIAL
COMPACTED SUBGRADE TO
MATCH EXISTING SURROUNDING
SUBGRADE
NOTES FOR CURB AND GUTTER AT PWOC:
1. SAWCUT AND REMOVE EXISTING PAVING TO NEW
GUTTER LINE.
2. INSTALL CURB AND GUTTER
3. ANY REPAIR WORK OR PATCHING TO THE
ASPHALT IS TO BE DONE WITH SAW CUTTING AND A
PATCH BACK WITH FULL DEPTH ASPHALT (S9.5A).
COMPACTED EARTH
BASE AND SU56RM
HEAVY DUTY TRAIL PAVING NOTE:
MY' 59.5A
1.5" 59.5A
10" COMPACTED A66RESATE
BASE COURSE- COMPACT TO 95%
MODIFIED ASTM D 1557
12" BEYOND TRAIL EDGE
COMPACT 5UBCRA0E TO
98% STANDARD PROCTOR
ASTM D 698
USED WHERE TRAIL GRO55E5 5EWER EASEMENTS OR IN
LOGATION5 GROSSED BY
MAINTENANGE EGUIPMENT FOR
SEWER WORK.
Lda
GD -8 98'
GD -18
160'
GD -8 140'
GD_ 19
130'
GD -10 180'
GD -21
40'
GD -15 212'
GO -22
40'
GD -16 40'
GD -24
40'
GD -17 40'
3/D-1
HEAVY DUTY TRAIL PAVEMENT
NTS
Cou M -r
Jewell
Thames..
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
Project:
TURN DOWN EDGE, 6" x 6" W2.9 x W2.9 THIRD FORK
BOTH SIDES, TYP. WELDED WIRE FABRIC
FINISHED 4000 PSI CONCRETE CREEK TRAIL
GRADE 1.5% CRO S f SLOPE TYPICAL
I
E d
Q
12
- DumiAm OPEN SPACE AND TRAw
X�� c crxf....... j {
- I E NORTH/SOUTH
I �f
1i "COMPACTED AGGREGATE
BASE COURSE- COMPACT TO 95% TRAIL SYSTEM
MODIFIED ASTM D 1557
COMPACT SUBGRADE TO 98% DURHAM NC
STANDARD PROCTOR ASTM D 698
SECTION
NOTE: CONCRETE TO BE BROOM FINISHED
PERPENDICULAR TO DIRECTION OF TRAVEL
Y2" DIA. X 18" LONG ® 18"
O.C. SMOOTH STEEL BAR.
WRAP AND GREASE ONE END
v ,
7/D-1
CONCRETE TRAIL
NTS
ADA STANDARD "HANDICAP
PARKING ONLY" SIGN AND
"VAN ACCESSIBLE SIGN"
C)
Y2" EXPANSION JOINT @
30'-0" CENTERS MAX
;3 c
SECTION.
MLK UNDERPASS
IN ANY
HANDICAP
PAINTED
SPACE
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE
IDENTIFIED BY ABOVE -GROUND SIGNS ONLY.
2. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED OFF
ONLY, BLUE COLORING IS NOT NECESSARY NOR REQUIRED.
3. STRIPING IS WHITE ON DARK PAVEMENT AND BLACK ON LIGHT
PAVEMENT.
TYPICAL HANDICAP PARKING AND SIGN LOCATION
11/D-1
ADA PARKING STRIPING
NTS
OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, NC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
ph: 919-560-4355
fx: 919-5604021
000000000
SEAL ' -V
N o 27892 o
0
000 0 0000po
DRAWINGS NOT RELEASED
FOR CONSTRUCTION
Job Number: 0831
10/28/05 COD RESUBMITTAL
2/15/06 BID SET
3/05/08 ISSUED FOR
CONSTRUCTION_
8/6/09 BID SET
CONSTRUCTION DRAWINGS
Sheet Title:
moo...
PAVING
DETAILS
Sheet Number
D-1
Lda
�� :
`
WHEEL STOP
2% MAX. SLOPE
DIRECTION WITHIr
PARKING AREA
IN ANY
HANDICAP
PAINTED
SPACE
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE
IDENTIFIED BY ABOVE -GROUND SIGNS ONLY.
2. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED OFF
ONLY, BLUE COLORING IS NOT NECESSARY NOR REQUIRED.
3. STRIPING IS WHITE ON DARK PAVEMENT AND BLACK ON LIGHT
PAVEMENT.
TYPICAL HANDICAP PARKING AND SIGN LOCATION
11/D-1
ADA PARKING STRIPING
NTS
OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, NC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
ph: 919-560-4355
fx: 919-5604021
000000000
SEAL ' -V
N o 27892 o
0
000 0 0000po
DRAWINGS NOT RELEASED
FOR CONSTRUCTION
Job Number: 0831
10/28/05 COD RESUBMITTAL
2/15/06 BID SET
3/05/08 ISSUED FOR
CONSTRUCTION_
8/6/09 BID SET
CONSTRUCTION DRAWINGS
Sheet Title:
moo...
PAVING
DETAILS
Sheet Number
D-1

BOLT SIGN TO STEEL U
2' -0"
SIDE VIEW
1/D-2
HANDICAP PARKING SIGN
NTS
►� 1' -0" j--•�
rAFnaaa 1' -6"
R7-8
STEEL U -CHANNEL
PLANT SHALL BEAR 5AME
RELATION51HIP TO FIN15H
GRADE A5 HA5 GROWN
3" MULGH LAYER
REMOVE TOP 1/3 OF BURLAP IF B 4 B
5AUGER WATERING RING
(IF NOT IN BED)
—►-� 1' -O"
/ vAN
n 6"
R7 -8A
R=1-1/2" ( TYP. )
1' -0„
MAXIMIUMI
9„
s�zso
R7 -8D
FOR LOOPS IN CONCRETE
OR ASPHALT, KEEP 3'
FROM ALL EDGES
3'
LOOP BIKE RAGK PROPERTIES
SHALL BE EG2U I VALENT TO
2-3/8" OD, 11 GAUGE STEEL TUBE
GALVANIZED FINISH
AGE LOOPS 36" O.G.
5' -0" PLAN VIEW
SURFACE MOUNT PLATE
GONSTRUCT PAD AND SURFACE PLATE
TO ENSURE POSITIVE DRAINAGE
if
7111111 AWAY FROM BIKE AREA
GONGRETE OR ASPHALT SURFACE ,,
SIGNATTOCFINISHEbTEN R7-8
FABRICATED SIGN POST.
FRONT VIEW
2/D-2
BIKE RACK INSTALLATION
NTS
I
•• r r
- •r
1.66" [42.2MM] (1 5/8") OD00
:
0 o BRACE RAIL 00
Iy
W
BOTTOM SELVAGE 10
Q KNUCKLED
HOG RING
12"
TURNBUCKLE ADJUSTABLE
TENSION BAR TRUSS ROD
10'-0" MAX SPACING
SOIL MIX 5/D-2CHAIN LINK FENCE
LOOSEN SU8501L AND MOUND
UP BENEATH ROOT BALL NTS
1-1/2 X BALL NIOTH L
7/D-2
SHRUB PLANTING DETAIL
NTS
TWICE ROOT -BALL DIA.
8/D-2
TREE PLANTING DETAIL
NTS
NOTES.•
1. THIS STANDARD APPLIES TO SINGLE AND MULTI -STEM
TREES
2. NO SYNTHETIC FABRIC IS ALLOWED ON ROOT BALL.
J. REMOVE ALL BALL TIES OR STRAPPING FROM ROOT
BALL.
4. DO NOT INSTALL TREES DURING PERIODS OF WET OR
FROZEN SOIL CONDITIONS.
5. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION.
6. SET TREE PLUMB IN ALL DIRECTIONS
7 THE CONTRACTOR /S RESPONSIBLE FOR KEEPING
THE TREE UPRIGHT AND PLUMB /N ALL DIRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE SPECIFIED OR
DIRECTED BY LANDSCAPE ARCHITECT. IF STAKED,
STAKE ONLY AS SHOWN.
MARK THE NORTH SIDE OF THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH 1N THE FIELD.
IF STAKING IS SPECIFIED, USE TWO OPPOSING STAKES
WITH SEPARATE FLEXIBLE TIES- REMOVE STAKES AT END
OF FIRST GROWING SEASON
2" SQUARE OR ROUND, 8' LONG SOUND WOOD STAKES
SPACED EQUALLY. 2 REQUIRED
ROOT COLLAR MUST BE CLEARLY VISIBLE ABOVE GRADE.
TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE
AS /N NURSERY, TRUNK FLARE AND TOP OF ROOT 5ALL
TO BE MIN. 2 INCHES TO MAX. 4 INCHES ABOVE
FINISHED GRADE.
3 INCH LAYER OF TRIPLE SHREDDED HARDWOOD MULCH.
NO MULCH WITHIN 6 INCHES OF TRUNK.
4 INCH DEEP COMPACTED EARTH SAUCER.
77LL SOIL TO A DEPTH OF 6 INCHES UP TO 4 FEET
RADIUS FROM THE TRUNK.
FINISHED GRADE
REMOVE ALL TIES AND BURLAP FROM TOP %3 OF ROOT
BALL.
REMOVE TOP 2j OF WIRE BASKS? WHERE
PRESENT AND REMOVE FROM TREE PIT.
BACKFILL WITH NATIVE SOIL, THEN WATER
TO SETTLE SOIL.
TAMP SOIL ONLY AT BASE TO STABILIZE TREE.
UNDISTURBED SOIL LINE (IF SOIL HAS BEEN PREVIOUSLY
DISTURBED, COMPACT SOIL UNDER ROOT BALL).
PLACE STAKES SO AS TO AVOID PIERCING ROOTBALL,
AND SINK INTO UNDISTURBED SOIL
v
v'T'
H �
�cnav
F> -n It -4
MZ =-1
a�yM
= qg 0,
ZH0��
(7'�7DH
. p
a
� H
0
Z
FOR 4' TALL FENCE
A=6'-0"
B=4'-0 5/8"
C=3'-8 7/8"
D=5'-8"
311
30i1
WARNING
DECAL
_Z, " 1111/�,�,/Zwr
2"
2'
37" #4 REBAR
31 61.
WARNING DECAL 6"
TOP, FRONT $ -
BACK OF P05T o--0
— 2"x4"x 1/4" CHANNEL
STEEL BOX - PAINT
HI-VI5IBILITY YELLOW
3/4" DIAM. ROD
HINGE PIN
13/16" DIAM. HOLE
FOR 3/4" PIN
13/16" DIAM. HOLE
FOR 3/4" BOLT
3/8" 5TEEL BASE
PLATE - DRILLED
FOP, ANGHOR BOLT5
5" DIAM. #3
REBAR HOOP
#3 REBAR 4
3/8" DIAM x 12"
ANCHOR BOLTS
CAST IN PLACE
GONGRETE FOOTING
4000 P51
3/D-2
COLLAPSIBLE BOLLARD
NTS
LINE POST
LOOP CAP
1.66" [42.2MM] (1 5/8") OD
TOP RAIL
LINE POST
(ROUND OR "C")
2" OD
KNOCK DOWN BOLLARD PROPERTIE5 TO BE EQUIVALENT TO
"TRAFFIC61JARD" - COLLAPSIBLE BOLLARD- MODEL "LPHDHB"
CONTRACTOR TO PROVIDE PADLOGK5 KEYED
TO THE CITY OF DURHAM STANDARD.
8" 5TEEL
BOTH 510E
RE; 4/D-2
18" DIAMETER
GONGRETE FOUNDATIC
VERTICAL REBAR
HOOP REBAR.
RPP
EEBAR
1.5'
13/32" DIAM
12" 911 I• ADLOGKR
1 /
0 �
1.5'
1-
3/4" DIAM ' 9''2'
x 9" LONG ' s
BOLT W/ FLAT
WA5HE:R, HEX
HEAD, I TWO
PADLOCK HOLE5
2-1/2" OD
nr%1 Min rKIM 1). fIf\n Airn nncl-r
1811 (TYP)
EDOE OF
TRAIL
4" YELLOH
PLAN VIEW
/O\ —Tn A,.lnn nr nwnnrn \u,nr nn11R,n r.Im e_
C On%u Ater
�(en we
Thame�pa.
i
r
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
i f 919.688.5646
www.cjtpa.com
'/xx— BOTTOM SELVAGE NORTH/SOUTH
TENSION KNUCKLED TENSION TRAIL SYSTEM
WIRE LINE POST TIE HOG RING WIRE
(OPTIONAL) LINE POST TIE
DURHAM NC
CONCRETE FOOTING, 3000 PSI
36" MIN DEPTH
NOTES:
-FENCE ALIGNMENT TO FOLLOW GRADE; TOP RAIL TO BE PARALLELL TO FINISHED GRADE
-POSTS. FABRIC, CAPS AND TENSION WIRE FENCE COMPONENTS
TO BE VINYL COATED. FINAL COLOR CHOICE BY OWNER
W
SIDEWALK (6' STO.)
STRIP 0.01 MIN.)
0.02 (MIN. 0.04 MAX.
0.08 (MAX.I 0.02.. NORM.)
0.04 I(NORM.)
SECTION B -B
SIDEWALK _ 6'r 0'___.. 3'-4""_
ELEVATION N TRANSITIONS OOR�OTRANSITION�'1 R
-..GOTfEn
YAtiIABLE SLOPES NOT
TO EXCEED 12:1 (8.33%)
SECTION A -A
8°
M
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
ROUND OFF CONCRETE:
Z
'PRECAST CLASS_"B" SIDEWALK SLOPES.
CONCRETE *• BACK OF SIDEWALK DROP REQUIRED FOR
MOOTH SURFAGE - NO
�
SHEET 1 OF 4
EXP05ED AGGREGATE
H
(A
<V
Q Q, Ca
SCHEDULE 40 - 6"D.
•.r. S
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
STEEL PIPE - PAINT
M
RAMP FLOOR AS SHOWN ON THE DETAILS.
HIGH VISIBILITY
(n
m
2. OBTAIN 70'i CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
YELLOW
3' O"
THE ENTIRE RAMP.
OR DARK -ON LIGHT SEQUENCE COVERING E E I
FILL PIPE H/ LEAN MIX
/1 r
`I >
CONCRETE VIBRATE TO
C 0 Z
ELIMINATE ALL VOIDS
cp > >
RAMP WIDTH AREA IS VARIABLE
SLOPE TO DRAIN
z
ADJAGENT FIN15H GRADE
3, O„
(9)
4000 PSI CONCRETE FOOTING
I `
GOMPAGTED 5UB6RADE
I
j
.
TO 98% STD. PROCTOR
18"
4/D-2
TOP DLUSETER OF NO LESS
FIXED
STEEL
PIPE BOLLARD
NTS
PLANT SHALL BEAR 5AME
RELATION51HIP TO FIN15H
GRADE A5 HA5 GROWN
3" MULGH LAYER
REMOVE TOP 1/3 OF BURLAP IF B 4 B
5AUGER WATERING RING
(IF NOT IN BED)
—►-� 1' -O"
/ vAN
n 6"
R7 -8A
R=1-1/2" ( TYP. )
1' -0„
MAXIMIUMI
9„
s�zso
R7 -8D
FOR LOOPS IN CONCRETE
OR ASPHALT, KEEP 3'
FROM ALL EDGES
3'
LOOP BIKE RAGK PROPERTIES
SHALL BE EG2U I VALENT TO
2-3/8" OD, 11 GAUGE STEEL TUBE
GALVANIZED FINISH
AGE LOOPS 36" O.G.
5' -0" PLAN VIEW
SURFACE MOUNT PLATE
GONSTRUCT PAD AND SURFACE PLATE
TO ENSURE POSITIVE DRAINAGE
if
7111111 AWAY FROM BIKE AREA
GONGRETE OR ASPHALT SURFACE ,,
SIGNATTOCFINISHEbTEN R7-8
FABRICATED SIGN POST.
FRONT VIEW
2/D-2
BIKE RACK INSTALLATION
NTS
I
•• r r
- •r
1.66" [42.2MM] (1 5/8") OD00
:
0 o BRACE RAIL 00
Iy
W
BOTTOM SELVAGE 10
Q KNUCKLED
HOG RING
12"
TURNBUCKLE ADJUSTABLE
TENSION BAR TRUSS ROD
10'-0" MAX SPACING
SOIL MIX 5/D-2CHAIN LINK FENCE
LOOSEN SU8501L AND MOUND
UP BENEATH ROOT BALL NTS
1-1/2 X BALL NIOTH L
7/D-2
SHRUB PLANTING DETAIL
NTS
TWICE ROOT -BALL DIA.
8/D-2
TREE PLANTING DETAIL
NTS
NOTES.•
1. THIS STANDARD APPLIES TO SINGLE AND MULTI -STEM
TREES
2. NO SYNTHETIC FABRIC IS ALLOWED ON ROOT BALL.
J. REMOVE ALL BALL TIES OR STRAPPING FROM ROOT
BALL.
4. DO NOT INSTALL TREES DURING PERIODS OF WET OR
FROZEN SOIL CONDITIONS.
5. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION.
6. SET TREE PLUMB IN ALL DIRECTIONS
7 THE CONTRACTOR /S RESPONSIBLE FOR KEEPING
THE TREE UPRIGHT AND PLUMB /N ALL DIRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE SPECIFIED OR
DIRECTED BY LANDSCAPE ARCHITECT. IF STAKED,
STAKE ONLY AS SHOWN.
MARK THE NORTH SIDE OF THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH 1N THE FIELD.
IF STAKING IS SPECIFIED, USE TWO OPPOSING STAKES
WITH SEPARATE FLEXIBLE TIES- REMOVE STAKES AT END
OF FIRST GROWING SEASON
2" SQUARE OR ROUND, 8' LONG SOUND WOOD STAKES
SPACED EQUALLY. 2 REQUIRED
ROOT COLLAR MUST BE CLEARLY VISIBLE ABOVE GRADE.
TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE
AS /N NURSERY, TRUNK FLARE AND TOP OF ROOT 5ALL
TO BE MIN. 2 INCHES TO MAX. 4 INCHES ABOVE
FINISHED GRADE.
3 INCH LAYER OF TRIPLE SHREDDED HARDWOOD MULCH.
NO MULCH WITHIN 6 INCHES OF TRUNK.
4 INCH DEEP COMPACTED EARTH SAUCER.
77LL SOIL TO A DEPTH OF 6 INCHES UP TO 4 FEET
RADIUS FROM THE TRUNK.
FINISHED GRADE
REMOVE ALL TIES AND BURLAP FROM TOP %3 OF ROOT
BALL.
REMOVE TOP 2j OF WIRE BASKS? WHERE
PRESENT AND REMOVE FROM TREE PIT.
BACKFILL WITH NATIVE SOIL, THEN WATER
TO SETTLE SOIL.
TAMP SOIL ONLY AT BASE TO STABILIZE TREE.
UNDISTURBED SOIL LINE (IF SOIL HAS BEEN PREVIOUSLY
DISTURBED, COMPACT SOIL UNDER ROOT BALL).
PLACE STAKES SO AS TO AVOID PIERCING ROOTBALL,
AND SINK INTO UNDISTURBED SOIL
v
v'T'
H �
�cnav
F> -n It -4
MZ =-1
a�yM
= qg 0,
ZH0��
(7'�7DH
. p
a
� H
0
Z
FOR 4' TALL FENCE
A=6'-0"
B=4'-0 5/8"
C=3'-8 7/8"
D=5'-8"
311
30i1
WARNING
DECAL
_Z, " 1111/�,�,/Zwr
2"
2'
37" #4 REBAR
31 61.
WARNING DECAL 6"
TOP, FRONT $ -
BACK OF P05T o--0
— 2"x4"x 1/4" CHANNEL
STEEL BOX - PAINT
HI-VI5IBILITY YELLOW
3/4" DIAM. ROD
HINGE PIN
13/16" DIAM. HOLE
FOR 3/4" PIN
13/16" DIAM. HOLE
FOR 3/4" BOLT
3/8" 5TEEL BASE
PLATE - DRILLED
FOP, ANGHOR BOLT5
5" DIAM. #3
REBAR HOOP
#3 REBAR 4
3/8" DIAM x 12"
ANCHOR BOLTS
CAST IN PLACE
GONGRETE FOOTING
4000 P51
3/D-2
COLLAPSIBLE BOLLARD
NTS
LINE POST
LOOP CAP
1.66" [42.2MM] (1 5/8") OD
TOP RAIL
LINE POST
(ROUND OR "C")
2" OD
KNOCK DOWN BOLLARD PROPERTIE5 TO BE EQUIVALENT TO
"TRAFFIC61JARD" - COLLAPSIBLE BOLLARD- MODEL "LPHDHB"
CONTRACTOR TO PROVIDE PADLOGK5 KEYED
TO THE CITY OF DURHAM STANDARD.
8" 5TEEL
BOTH 510E
RE; 4/D-2
18" DIAMETER
GONGRETE FOUNDATIC
VERTICAL REBAR
HOOP REBAR.
RPP
EEBAR
1.5'
13/32" DIAM
12" 911 I• ADLOGKR
1 /
0 �
1.5'
1-
3/4" DIAM ' 9''2'
x 9" LONG ' s
BOLT W/ FLAT
WA5HE:R, HEX
HEAD, I TWO
PADLOCK HOLE5
2-1/2" OD
nr%1 Min rKIM 1). fIf\n Airn nncl-r
1811 (TYP)
EDOE OF
TRAIL
4" YELLOH
PLAN VIEW
/O\ —Tn A,.lnn nr nwnnrn \u,nr nn11R,n r.Im e_
C On%u Ater
�(en we
Thame�pa.
i
r
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
i f 919.688.5646
www.cjtpa.com
'/xx— BOTTOM SELVAGE NORTH/SOUTH
TENSION KNUCKLED TENSION TRAIL SYSTEM
WIRE LINE POST TIE HOG RING WIRE
(OPTIONAL) LINE POST TIE
DURHAM NC
CONCRETE FOOTING, 3000 PSI
36" MIN DEPTH
NOTES:
-FENCE ALIGNMENT TO FOLLOW GRADE; TOP RAIL TO BE PARALLELL TO FINISHED GRADE
-POSTS. FABRIC, CAPS AND TENSION WIRE FENCE COMPONENTS
TO BE VINYL COATED. FINAL COLOR CHOICE BY OWNER
W
SIDEWALK (6' STO.)
STRIP 0.01 MIN.)
0.02 (MIN. 0.04 MAX.
0.08 (MAX.I 0.02.. NORM.)
0.04 I(NORM.)
SECTION B -B
SIDEWALK _ 6'r 0'___.. 3'-4""_
ELEVATION N TRANSITIONS OOR�OTRANSITION�'1 R
-..GOTfEn
YAtiIABLE SLOPES NOT
TO EXCEED 12:1 (8.33%)
SECTION A -A
C-) M v
ISOMETRIC VIEW
M
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
'oBACK OF SIDEWALK DROP REQUIRED FOR ALL
Z
'PRECAST CLASS_"B" SIDEWALK SLOPES.
CONCRETE *• BACK OF SIDEWALK DROP REQUIRED FOR
EXPANSION
�
SHEET 1 OF 4
(SEE STD. E
H
(A
<V
Q Q, Ca
Y/ SIDEWALK
•.r. S
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
< J 0
M
RAMP FLOOR AS SHOWN ON THE DETAILS.
/
(n
m
2. OBTAIN 70'i CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
rnr
�
THE ENTIRE RAMP.
OR DARK -ON LIGHT SEQUENCE COVERING E E I
W
f.�
/1 r
`I >
0
ZN
C 0 Z
W�
cp > >
RAMP WIDTH AREA IS VARIABLE
m "
N
z
C-) M v
09 TO TO R = (TAN")
�
1.4' j 22 4�'DI OF SIDEWALK
B = DISTANCE FROM FRONT
1 _
TO BACK POINT OF 12:11 (8.33) SLOPE.
(8
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
'oBACK OF SIDEWALK DROP REQUIRED FOR ALL
'PRECAST CLASS_"B" SIDEWALK SLOPES.
CONCRETE *• BACK OF SIDEWALK DROP REQUIRED FOR
z. _EXPANSION. JOINT
(SEE STD 848.01)
SIDEWALK SLOPES 0.04.
DETECTABLE WARNING DOMES
SHEET 1 OF 4
848.05
gJyFl�"YgT, 1 EXPANSION JOINT
s r ' (SEE STD. 846.01)
<V
Q Q, Ca
Y/ SIDEWALK
Z0 D
< J 0
/
0 W_
z
coW
BASE DIAMEFER
_
�0.45'R TC1 4.70'R
z
C)
(9)
G
G
"moi
TOP DLUSETER OF NO LESS
H
1.
THAN 50% TO NO MORE
ql
I . '-.)
(C�
�)�
(O�
`�
� J
TDH�5% Of THE BASE
.
IAIAn
r , r � r• � ,t ii r� s
71
THIS POT
MUST FALL
CROSSWALK
(SEE NOTE
9"
NOTES:
-FENCE ALIGNMENT TO FOLLOW GRADE; TOP RAIL TO BE PARALLELL TO FINISHED GRADE
8/D-2
CHAIN LINK FENCE WITH BARBED WIRE
NTS
Z
0
o
H }
Q
H g,
L.L.Jat4Z
000wz
h 0 CC 0 =
Q CC H
CZ
co I=—~oW
Zcr
F-4
~ H
a
` O O
SIDEWALK
09 TO TO R = (TAN")
�
1.4' j 22 4�'DI OF SIDEWALK
B = DISTANCE FROM FRONT
1 _
TO BACK POINT OF 12:11 (8.33) SLOPE.
(8
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
'oBACK OF SIDEWALK DROP REQUIRED FOR ALL
'PRECAST CLASS_"B" SIDEWALK SLOPES.
CONCRETE *• BACK OF SIDEWALK DROP REQUIRED FOR
z. _EXPANSION. JOINT
(SEE STD 848.01)
SIDEWALK SLOPES 0.04.
DETECTABLE WARNING DOMES
SHEET 1 OF 4
848.05
r , r � r• � ,t ii r� s
71
THIS POT
MUST FALL
CROSSWALK
(SEE NOTE
9"
NOTES:
-FENCE ALIGNMENT TO FOLLOW GRADE; TOP RAIL TO BE PARALLELL TO FINISHED GRADE
8/D-2
CHAIN LINK FENCE WITH BARBED WIRE
NTS
Z
0
o
H }
Q
H g,
L.L.Jat4Z
000wz
h 0 CC 0 =
Q CC H
CZ
co I=—~oW
Zcr
F-4
~ H
a
` O O
SIDEWALK
Q
It
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
(� g
z. _EXPANSION. JOINT
(SEE STD 848.01)
•�<�F
cc D
gJyFl�"YgT, 1 EXPANSION JOINT
s r ' (SEE STD. 846.01)
<V
Q Q, Ca
Y/ SIDEWALK
Z0 D
< J 0
/
0 W_
z
coW
+'.
PLAN VIEW'
DUAL RAMPS
ANY RADII SHEET 1
(40° MIN. FLOOR WIDTH)
848.
3" SLEEVE -FILL SLEEVE WITH
EPDXY GROUT MATERIAL
TO BE APPROVED BY
$'. • ENGINEER
12"� •:
d a
. _ U
8 -
TYPE II TYPICAL TOP MOUNT END
CONNECTION TO CONCRETE WALL
STANLESS STEEL
BASE FLANGE WITH
*`. FOUR (4) 3/8"sb
STAINLESS STEEL
ANCHORS
TYPE IITYPICAL TOP MOUNT
MIDDLE CONNECTION TO
CONCRETE SLAB
'10/D-2
HAND RAILS
NTS
6'-0"
MAX. SPACIN
BETWEEN POSTS
JA
GROUND
OR 1 s'
SIDEWALK "
TYPE I CONCRETE r s" NOTES'!:
TYPE I -FOR USE IN GROUND ADJACENT TO TRAIL - 1 1/2" I.D. Steel Rails
Maximum Span = 6.0'
- Hot Dip Galvanized and Painted
- SEE 05510 (PROJECT MANUAL)
ANGLE AWAY FROM
CULVERT TO MATCH 6'-0"
WING WALL ANGLE MAX. SPACING
BETWEEN POSTS
0"
2' 7„
1 )
AL
TRAIL
4.
. . . 3A SEE TYPICAL ' ° • ,
CONNECTION DETAILS
TYPE IISEE TYPICAL USE FOR MIDDLE CONNECTIONS
LOOP END CONNECTION DETAILS CONCRETE
USE FOR END CONNECTIONS TYPE 11 -FOR USE ON HEADWALLS AND CULVERTS
OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, NC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
ph: 919-560-4355
fx: 919-560-4021
CAR"
4 ; ' �A ApF••. 7i
X iN 1050 �i X
�:
%
DRAWINGS NOT RELEASED
FOR CONSTRUCTION
Job Number: 0831
2/15/06 BID SET
3/05/08 ISSUED FOR
CONSTRUCTION
816109 BID SET
CONSTRUCTION DRAWINGS
Sheet Title:
BIKE,
BOLLARD,
FENCE AND
PLANT DETAILS
Sheet Number
D-2

y
W
Q
i STEEL FENCE POST N9RE FENCE NOTES: ~ 1. RELOCATE FENCE OR REMOVE TREE IF MORE THAN 20% OF A TREf'S ROOT F
HARDWARE'CLO DURHAM STANDARD NOTES: V PROTECTION ZONE AREA IS UNPROTECTED. w
NOTE ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF 2. ROOT PRUNE THE TREES. TO REMAIN WHERE CONSTRUCTION ACTIVITIES WILL 11. PROTECTION OF EXISTING VEGETATION: At the start of grading involving H SEVER ROOTS. the lowering of existing grade around a tree ar `.stripping of topsoil, a clean, _
EACH DAY IN ACCORDANCE WITH THESE FILTER OF N0. 57 WATER FLOW-*M ILTER FABRIC ON GROUND DETAILS. UPSTREAM END OF WANED STONE ROUND 3. ANY TREE ROOTS EXPOSED 8Y CONSTRUCTION SHALL BE SEVERED CLEANLY sharp, vertical cut shall be made at the edge of the tree save area at the ~
STORM DRAIN OVERFLOW W1TH A PRUNING TOOL. same time as other erosion control measures are installed. The tree ~ 4. DO NOT DISPOSE OF ANY CHEMICALS OR REMOVE SOIL OUTSIDE THE LIMITS protection fencing shall be installed on the side !of the cut farthest awoy +4
OF WORK. from the tree trunk and shall remain in place until all construction in the w
FILTER FABRIC -ATTACH WITH TIE WIRE a ~ 1/3 PIPE 5. WHEN INSTALLING NEW LANDSCAPE PLANTS, DO NOT DRIVE EOWPMENT UPON OR vicinity of the trees 1s complete. No storage of materials, fill, or equipment n. DISTURB THE SOIL WITHIN THE ROOT ZONE PROTECTION AREA OF £XISTING TREES. and no trespassing shall be allowed within the boundary of the protected
' ~ •'c DIAMETER BURY WIRE FENCE AND HARDWARE CLOTH-~'~ •o . ~ p. ~ • ' o " „ NOTE; area. ~
o HOG WIRE, 12 GAUGE MIN., 4X4 SECTION FOR REPAIR OF SILT FENCE SILT FENCE 6. SIGNAGE IN BOTH ENGLISH AND SPANISH MUST 8E PtACEO ON TREf y i, USE ND. PROTECTION FENCING W(TN A MINIMUM SPAGNG OF 75' O.C. 27. TREE PROTECTION NOTE: Tree protection fencing must be in place prior ~
~ ° SUPPORT FENCING. ATTACH TO POST ouTLEr FAILURES, use No. • ~ WITH TIE WIRE 57 WASHED STONE AND PLAN VIEW NEW FILTER FABRIC/SILT NE AND SIGNAGE IS TO READ : to any demolition, land disturbance or issuance of a grading permit. Z ~O~ ~~n~ RIC/SILT TREE PROTECTION AREA - NO TRESPASSING WITHIN lNE FENCE 28. ROOT ZONE PROTECTION AREA: Equols one', foot of radius for every inch ~ ~u-'
^ e ~ D • in ~ ~3. m' FENCE. PROHIBIDO ENTR,4R / ZONA PROTECTORA PARR LOS ARBOLES of diameter of existing trees, or six foot radius,'; whichever is greater. No 0
BURY BOTTOM STEEL POSTS OF PLYWOOD AT TEN FT. disturbance allowed within this area. t7 ~~VU~~~
MAXIMUM SPACING I I THIS IS NOT ACCE~'TABLE-SEE NOTE 7 Z ~~l
3/4" EXTERIOR RELOCATE FENCE OR j
PLYWOOD REMOVE TREE < ~J ~j ~ PA
STEEL FENCE PLYWOOD INLET PROTECTION F, a a
POST (TYP.) a s',;~c t9
UPSTREAM END OF OVERFLOW ~ ~ ' ~ . . . . . ~ LTER FABRIC ON GROUNC S70RM DRAIN ~ n , M ? 111 West Main Street FABRIC ON GROUND 1 ~
WASHED STONE IN TRENCH u u u AND 6° UP THE FACE OF ' _ w Durham, N.C. 27701
II II ~iY1iV SILT FENCE ILT FENCE_ n n n SILT FENCE -CONTINUOUS. ~ ~ENCE t p 919.682.0368
0 o II a 1/3 PIPE ` J;~,~.,, II II II ~ > ~ ~ D DIAMETER " '~~a",~ END FILTER FABRIC HERE c~ f 919.688.5646
u II u 6 WIDE X 8 DEEP TRENCH h,~,;.;_ °o ~ a• •D: ~"~c i. 4' MIN. wo -~e ROUND SURFACE W www.cjtpa.com RETAIN
>n o . ~ ; ~ ~
WASHED STONE FLTER ~ - - ACROSS PIPE INLET e ~ ~'`\~i G~~O~ 0
POSTS DRIVEN _ 18" INTO GROUND ' y~~ ~Gq6
6E06RID PLAS G F I Gp~ Q~O~ ~ INSrALLED F~16HT o~
FLPO r' H rJ 5 r~ H FABRIC A N ~ , 1 , l) l 1 t 1 TRENCH BOTTOM : ` HARDWARE CLOTH ` ~ F ~ r • ~ b' STEEL P05T5- SO T. 5P IN6 MAXIMJM
Au
6 'F10 TR1r5PA551 " 516 SEE t~TE 6 )
STONE FILTER INLET PROTECTION N1RE FENCE T~ OF SILT FENCE MUST BE HARDWARE CLOTH AT LEAST 1' ABOVE THE TOP VCE MUST BE DUE THE TOP
OF THE WASHED STONE STEEL FENCE POST SET MAX, 2~ APART STONE ROOT ZONE PROTECTION AREA
1 D-3
2 D-3 2.1 D-3 PIPE INLET PROTECTION TREE PROTECTION FENCE
SILT FENCE DETAIL SILT FENCE CUTLET FRONT vIEW NTS.
NTS NTS ~ ~ 75 MAxII~1M SPAGIN6
TREE PROTECTION FENCE
NTS
Project:
I I
I I SINGLE OR DOUBLE PIPE
RCP THIRD FORK
& HEADWALL NOTES CREEK TRAIL
SEE NCDOT 9. PIPES TO BE RGP PER ASTM G 76, GLASS IY
DETAIL 838.01 WITH GASKET AND .101NT PER ASTM G 443
RE: 4 D-7 ' 2. CONTRACTOR TO PLACE PIPES TO MINIMUM
' - , DEPTHS UNDER TRAIL AS SHOWN IN
~ DETAIL 9/D-~. UaREiAH OPEN SPACE AND TRAD3
~ 3. CONTRACTOR TO INSTALL PIPE WITH AT
;~.,?>:r~,~ LEAST MINIMUM SLOPE GALLED 3~OR IN THE COMPACTED SOIL 2' MIN NORTHISOUTH
~...~.~..~,+...;~~~~i,. PIPE DATA TALE TO THE LENGTHS AND ~ POSITION AS SHOWN Ily THE PLANS. a~-,`. x
~~s~ n TRAIL SYSTEM
1`t~
` f. 4 6 y ~ y~ : 4 r f. ~ Ff- _ DURHAM NC
_ i 2' MIN ao , i , I ~ ( i- E E ---i t
~ ~ - _
~ "r•~'~ ~ PLACE A 6° LAYER OF 3/4" GRAVEL UNDER THE ~ ~ Yl i
- RIP-RAP LAYER AND LINE THE GROUND UNDER Pipe Data Rip Rap A p r APRON WITH FILTER FABRIC TO PREVENT WASHOUT. ip Rap Apron Data _ li ;~I" j ~ ~ ~ I ~ ~ ~ ~ I
O U T L E T DRAINAGE PIP ES IZ E L MIN PIPE Q U A N T Q u a Q s MIN d s o L_ e...~ R_.~.A ~Ma..~ .,.~in ~ m~__ ..~-~~~t~...._ _ S L0 .P_E ~c fs.~_~ _ ~c fs_) ~ft~__~__.~ Ift) _ ~ L W P l a n S h e e t~ I I I I i~ I I I- ~ r i l- I. r` i i l~ -I
PLA~J VIEW - ° (ftj~ (ftj ~~N~u m b e r 6' TYPICAL 1 0 7 C D -1 o OWNER:
ENDWALL1 PH 1A 3,64 15 44 0.5/0 2 4,4 0.5 10 ..._..k-.~. - r .ww.,.,.~~~.w...,-w~w.....~ w~ww _ _ _ .._,_.._n......m - E N D W A L L 2 P H -1 A 0 .7 1 5 6 0 0.5 % 2 1 .0 0.5 1 0 1 0 7 " C D -1 1 CITY OF DURHAM
__~..~.~~~~.v._.- .__.e.____~.._-~~.~ ENDWALL~3pH•1A 894 36 ~~60rv 07°° 2 112 08 24 _ 2 4_n~_ ti." _ t ~ ~ ~ o t ~ 101 CITY HALL PLAZA
E~N D W ALL 4* P~H -1A 24 ~r~.~.~._ ~_..0.5% 2 _ ...0.09 24 2 4 5 ~ p -2 o DURHAM, NC 27701 - ...__.2 4 1 5 C D 2 8
HEADWALL E N D W A L L 5 P H 1 A 5 9 8 m__ 3 0 5 2 _m .....~.1 .1 % _ ~ _ _M_..• _ 91 0 9_ .......2 4 NOTE: GONSTRUGT TEMhORARY SEDIMENT DITGH TO DIMEN`alONS ATTN: BETH TIMSON _ 1 0 7 _ C D 3 2 WW PARKS & RECREATION DEPT
RCP PIPE s_~n~.w ~ ..~.~~...-~ti.~..,..~.~ ~.m r~ RIP-RAP LAYER ~ E N D W A L L 6 P H -1 A 1 .1 1 5 2 0 0.5% 2 ~'M4~ 2 .m_ .~-...-0 5 1 0 Z ENDWALL7PH-1A 486 15 20 ~ 1.0°10 ~2 _mm~ _ 13.3 05 10 '"W1 0 - 7,--__."- c o"µ=s 2 OE PERMANENT TRAIL SWALES AS SHOWN ON
FLOW LEVEL ~..w.,.~ _ ~_.w.~~.....~..._~....... .m m~~ ~ x.•..~, .~..,,.,~.w,._ u_.. ~ ~.r ~t Lxs-^Y•,.,, ENDWALLSPH•1A 037 15 30 05% 2 20 05 10 a,. w DETAIL 1/D-1 WHERE POSSIBLE. ph:919-560-4355 1 o µ 7 C D 3 2 fx: 919-560-4021
~ r~ n~,.~-s,~~.h p n. ~._.m~~.M~~, mm~_..~.~.~_.._. _w~ _W~.~~ ~ ~ _ r_....._..~,..mw~~.~w.~ ~ ~ . ~~.~-~~r~yA_~r..?..:ar~~~.~`!'\t.•~.z.:~Y~:~•.x.{' F E 5 1 A P H -1 B~ 2.62 1 8 2 3 1 .0% 1 1 0.4 0 4 1 0 w 10 7 CD-5~
6" GRAVEL LAYER w - ~ _ ~ . _ . m.~ . _ w
CEO-TEXTILE FABRIC ~ ~Mm~...~ SEE TABLE . . ~ _ - _ m..._".
~.~n__ _.~.__.,.~..M~~~.~.~~_~ EXISTWG GRADE _._.~.~._w.~.._~..... _.m.,.....,.,,._.• i _ _ "_.-.N___z
P 0 FI I W _ _ . R LE V E _m~..w~ _..w.N_ ~
m..M_.__~.._._,. _ _ 5~D-3
4 D-3 1 _ . _ _ _ _ ~w . w. ~~w~~.w__.~ ~ I ~ TEMPORARY DIVERSION DITCH .~~..."_._n.
END~ALL WITK RIP RAP m . _.__.w_ ~ ...r NTS aaaaooaooooao
NTS ~ °0 0° ~ 000000 0
O 0 O O O m
o o ° SEAL
INSTALLATION o N o 87898 o a ,o o
a~oF` ~ wo
1. REMOVE OUTER WRAPPING. EROSION CONTROL BIANKEr DEWATERING p ~~°°ayCINE~;O°°0ti`~a ° 0000000000
2. LOCATE BEGINNING OF ROLL WITH STARTER SHEET. To BE INSTALLED AS SHOWN 3. MAKE SURE NETTING APPEARS ON TOP OF THE A. TWO CONCRETE BLOCKS SHALL BE PLACED ON TH PLACED ON THEIR SIDES ABUTTING THE GURB AT EITHER CONC" R~ OCK °°°o~/V~~o°°°°
BLANKET WHEN BEING UNROLLED. SIDE OF THE OPENING. A 2" x 4" STUD SHALL BE C ID SHALL BE CUT AND PLACED THROUGH THE OUTER - - a
4. STAPLE BLANKET SECURELY TO SOIL AS APPLIED, A. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED HOLES OF THE SPACER BLOCKS TO BRACE THE FRON1 ICE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ~ ~ ~ 7 ABUTTING THE SPACER BLOCKS. E r
OVER THE CURB INLET OPENING SO THAT AT LEAST 12° OF WIRE EXTENDS ACROSS BOTH THE ON THEIR SIDES ACROSS THE INLET AND ABUTTING THI INSTRUCTIONS INLET COVER AND THE CONCRETE GUTTER MEASURED FROM THE INLET OPENING. B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WI ( ) WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED ~ ~ _ ~ Q``'° DRAWINGS NOT RELEASED
STAPLES WILL B. STONE SHALL BE PILED AGAINST THE WIRE SO AS TO ANCHOR IT AGAINST THE GUTTER AND OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE 3BING) OF THE BLOCKS TO PREVENT FILTER STONE FROM ~ A. ;!a=~ -=--t--- FOR CONSTRUCTI{JN
THE BLANKET SHOULD BE INSTALLED OVER A PROPERLY PREPARED, FERTILIZED, AND SEEDED AREA. WHEN THE BLANKET IS APPEAR A5 A INLET COVER AND TO COVER THE INLET OPENING COMPLETELY. USE NCDOT ~5 WASHED STONE. BEING WASHED. THROUGH THE HOLES IN THE BLOCK. THE BLOCK. z.,
UNROLLED, THE .NETTING SHOULD BE ON TOP AND THE BLANKET IN "5" ON DICE C. CHECK DEVICE AFTER EACH RAIN. CLEAN SEDIMENT AND REPLACE WASHED STONE IF IT C, NCOOT ~'5 WASHED STONE SHALL BE PILED AGAIN CONTACT WITH THE SOIL OVER THE ENTIRE AREA. IT IS NOT CLOGS WITH SEDIMENT. D. CHECK DEVICE AFTER EACH RAIN. REMOVE SEDIM IE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK. J~~r ~ f ~ ~ ~,g~ 4„ REMOVE SEDIMENT AND REPLACE WASHED STONE IF IT - Job Number: 0831
NECESSARE TO OVERLAP, DIG CHECK SLOTS, ANCHOR DITCHES, OR BURY CLOGS WITH SEDIMENT.
THE ENDS OF THE BLANKETS. ° ~ Jv' - _ Drawn _ WLR,NLT KB, KH
° CONCRETE GUTTER THE STAPLES SHOULD BE DRIVEN VERTICALLY INTO THE GROUND. EACH --f :,r~ ~ Checked DAJ EOS TRK SAB KH _
BLANKET SHALL BE STAPLED AT EACH EDGE AND ALTERNATELY SPACED ° ' WASHED GRAVEL CURB INLET IN THE CENTER OF EACH BLANKET. USE A COMMON ROW OF STAPLES ° ~ FILTER 12" Date 10128!05 COD RESUBMi17AL
AT THE SEAM FORMED BY TWO ADJOINING BLANKETS. USE FOUR STAPLES T ` v ~ ~ - ~ Revisions 2115106 BID SET
AT THE BEGINNING AND END OF EACH BLANKET, ~ WIRE OVERFLOW '1----_ ` ~ ~ 31051D8 ISSUED FOR CONSTRUCTION i--
° MESH IN DITCHES: THE BLANKETS SHOULD BE APPLIED IN THE DIRECTION SEDIMENT LADEN OF WATER FLOW, BUTTED SNUGLY AT ENDS AND SIDES AND STAPLED 2:1 SLOPE, GRAVEL FILTER ' slslos BID sET!
~ SEDIMENT LA'~~ IN PLACE. WHEN USING TWO OR MORE BLANKETS SIDE BY SIDE, DO ° {t RUNOFF ' . r,. ~z> RUNOFF SEDIMENT LADEN RUNOFF
, NOT PLACE A SEAM FORMED BY EDGES OF ADJOINING BLANKETS t. j DIRECTLY IN THE CENTER OF THE WATER FLOW. ~ ~ -h i;;~- ~~I~'~4 ~
~i a MAT WIDTH !I~ 3 r. I~fl t I ,~I! .
STAPLES SHOULD BE SPACED NO MORE THAN FOUR FEET APART DOWN ~ ~ ~Ga m'=: THE LENGTH OF THE BLANKET, APPROXIMATELY 90 TO 95 STAPLES (STANDARD) ~ ,,f:_ SEDIMENT ( 'I' ~ ~,I ~ = TEMP. SEDIMENT
REQUIRED FOR EACH BLANKET, SEDIMENT--/ USE 4 STAPLES ACROSS AT THE GRAVEL CONCRETE ~EDIMENT~ POOL WIRE SCREEN DEWATERING
STAPLES: THE STAPLES SHALL BE MADE OF WIRE, .091" IN DIAMETER START OF EACH ROLL AND CONTINUE CONCRETE CURB INLET
OR GREATER, "U" SHAPED WITH LEGS 6" IN LENGTH AND A 1" CROWN. TO STAPLE THROUGHOUT THE LENGTH GUTTER FILTER BLOCK WIRE SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. AT 4 FT. INTERVALS SCR WIRE CURB INLET ~ CONSTRUCTION DRAWINGS - - - - - - SCREEN 2"x4" STUD
BRACE 1' MIN. ~ 16" Sheet Title:
THE STAPLES SHALL BE DRIVEN VERTICALLY INTO THE GROUND, SPACED IN AREAS WITH HIGH WATER VELOCITY, APPROXIMATELY TWO (2) LINEAL YARDS APART, ON EACH SIDE, AND STAPLES SHOULD BE ON ONE FOOT CENTERS. 2' MAX. t I J
ONE ROW IN THE CENTER ALTERNATELY SPACED BETWEEN EACH SIDE,
(60 STAPLES ON EACH BLANKET). USE A COMMON ROW OF STAPLES NOTE: Applicable at curb inlets where ponding in front of the structure is not likely NOTE: A licable at curb inlets where an over ON ADJOINING BLANKETS. to cause a safet hazard, inconvenience or dams a to ad'acent roads, structures, PP where an overflow is necessary to prevent excessive `i~~%" ~ EROSION
Y 9 1 ponding rn front of the Inlet. utiftities, offsite properties, or unprotected areas. ~OROP INLET
WITH GRATE CONTROL
`SkUIMtIVI
DETAILS
6/D-3 7/D-3 8/D-3 ry 9~D^~
EROSION CONTROL BLANKET GRAVEL CURB INLET SEDIMENT FILTER 'BLOCK & GRAVEL CURB IN ~tTRB INLET SEDIMENT FILTER BLOCK & GRAVEL YARD INLET SEDIMENT FILTER Sheet Number
' NTS I NTS NTS NTS D-3

i I~ W
I,
STREAM CHANNEL ;HANNEL ~
5 MAX. W
SILT FENCE OR TREE PROTECTION FENCE , BANK HEIGHT (~I I I FABRIC LINER
I I I~~II ~ ~ ~ I ~,IH ~ 1 ICI Y~ I
I I 1 / I. I, Ipl ~ ROOTED PLANT P1.U65 THIRD FORK O SURFACE FLOW GRId^K a
NOTES ~ o o ~ ` ~I tl 50 MIN. o `"I ~'I I ' ~ o ° o ° ~ ~ ICI ~1 DIVERSION ~ 2;1 MINIMUM W I ~ I TM
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP II " o a~®o wo o° o ~ ' iii ' I"' BUT SUFFICIENT TO KEEP ~ ° ° ° 0 ° ° c 8 0 I I T, a I, ~ tlI ~ a
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. ~ ° o~d °~oo /o `q o o° o c
~ ° ° ~ ° ° o o I~ °p~o o °o°°°°oQ°°O~o o - ~ ~ o / o o ° 2, IF THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL I , ~a0°~ ° ° /o ° , ° o ~ oo °0 ° - IMI FILL ~p ~ H i VARIES 2'-4' a
LNG OVER THE STONE, THEN THE TIRES OF THE ~ wi I ~ ` o 0 0 0 ° o ° o o
VEHICLES MUST BE WASHED BEFORE ENTERING THE j~'~ ~ ` ° - " 2"-3" DIA. STONE TO BE USER 25' OR WIDTH OF ~ t o
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET, PUBLIC ROAD. i f f 1 ~ ROCK TOE -MIN 3' ~ a ~~n n n~ GLA55 II RIP RAP Z w
ROADWAY BALLAST) ' : ' , WHICHEVER IS " `II I i 3, iF CONSTRUCTION TRAFFIC CAUSES THE DEPOSIT OF ~ GREATER. ~ I I Y z' z
MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE CITY , MAY CLEAN THE AREA AND INVOICE THE CONTRACTOR.
STONE APPROACH SECTION 5:1 MAX. SLOPE ON ROAD COACH SECTION INI 4 ~~~~C ~pA J _OPE ON ROAD a
$~TID~I~~Jv1ATIG 1HROUGFI DAMAGED AREA ~
STONE OVER N T ' FILTER CLOTH
? 111 West Main Street
1, CLASS BSTONE -MINIMUM DEPTH OF 24" PLAN REPAIR ~ w Durham, N.C. 27701 AREA iii
2. UNDERCUT FOR STONE PLACEMENT SURFACE FLOW WORK 15 NOT TO BE DONE IN Na~S: ~ z p 919.682,0368
DIVERSION THE STREAM CHANNEL i. PLACE ROOTED PLANT PLU65 s' o.c. ~ f 919.688.5646
35 MIN. 15' MIN. NEW CONSTRUCTION EXISTING ROADWAY IMPACTING 65 LE OE FLOOD ON 51DE Ate TOP OF REPAIR z PLAIN BENCH, STABILIZING THE AREA FILL. W WWW.cjtpa.com
ORIGINAL STREAMBANK L„ TOE OE THE FLOOD PLAIN. z. TIE IN JOINT PtANTIN6 REPAIR IK ~ " PRACTICE TO ESTABLISHED TREfS
III ~ li a AND R00T5 UP AND DOWNSTREAM ~e• PLAN VIEW 9GHEMATIG
" ~ 12" MIN. , 6 MIN. , ,0~°0 _~,a~°C+e7g° 3. STREAM BANK REPAIR BANK TO MEET NT`'
~:A`'\\\~ \\VA\\\ °8°'~ A/A/A/A/ A~\/A/ ~/A/A/A/~ a°~m EXI5TIN6 ADJAGNET E~RADES
~q~o
STONE ~gcP°gp4~~oe9~eo~ go~~d~ FABRIC UNDER STONE
FILTER CLOTH CROSS SECTION ER CLOTH
~ D-4 2 D 4
3/D-4
CONSTRUCTION ENTRANCE C TEMPORARY STREAM BOSSING
NTS NTS STREAM REPAIR STA 84+40
N TS
Project:
THIRD FORK
CREEK TRAIL
FABRIC LINER
L):VEL OF u
sROUr~ NOTE: USE LIVE STAKE51.5-3 GRADE ~ SEED NEW SLOPE y
~,I SO PLANTS GAN BE DRIVEN IN RooTm PLANT COVER WITH EROSION CONTROL CHANNEL. WITH A HAMMER
2:15LOPE MINIf~1M COCONUT >^IBER BLANKET ~
SEED TD LIMITS A Dtmturlt 0i'sx SPACE arm TRAIIs A
~ r ° ~ A5 SHOWN ON PLAN
2'-~" -0" 5~_Ou NORTHfSC?UTH
4 . 4,THIRD FORK
3' ,GREEK RI=MOVE ~X. PIPE PROPOSED PIPE OUTLET TO FLAT AREA TRAIL SYSTEM
PLACED BY UTILITY DEPT FILL JOINT PLANTINGS NO WELL-DEFINED CHANNEL DURHAM NC
FOR VEHICULAR ACCESS LIVE STAKES
ROCK TOE -MIN SEE SPEGIEIGATIONS
GLASS II RIP RAi' BANKEULL PLAN ,
SECTION VIEW SCHEMATIC THROUGH REPAIR AREA N C7 A A
~J NT5 1. PLACE ,101NT PLANTING{ 3' O.G. ~ ~ 2:1 SLOPE OWNER:
ON SIDE AND TOP OF REPAIR ~ GUT SLOPE BACK - , ~ ~ a I M ~ ~ CITY OF DURHAM
AREA FILL. ~ I-- -II III'' ~ 101 CITY HALL PLAZA I I- i 1 I ? -I I ~I lL- I I I I I--I I~ I"
RBPRIR TO 20 L~ 01< 2, KEl' IN DRAINAGE FABRIC INTO ~ 6' 13 6' EXISTING GROUND ON l1P51REAM D 7r DURHAM, NC 27701
STREAM GH~NNEL BANK. SIDE OF REPAIR AREA. z , 2 MIN ATTN: BETH TIMSON
3. STREAM BANK RE~PAlR BANK TO MST' SEOTION A-A PLAN PARKS & RECREATION DEPT
EXISTING ADJAGN)=i GRADES ph:919-560-4355
~ AN VI MA c 1' MIN La fx: 919-560-4021
NT5 60

LONGITUDINAL GLASS B ~I I_I I •~i
RIP RAP TOE
RECESS RIP RAP ~~LOW
6 D-4 4 D- 4 5 D- 4 NATURAL 1=LoW LINE i~D-4 d
FES INI STREAM REPAIR STA 101 +20± RIP RAP JOINT PLANTING ES INLET DETAIL SECTION A-A FILTER BLANKET ```~~~,~~NI~AIR~~~~~ 0
NTS NTS NTS J TS IyOTES: ;`,~Q~ ''E s` • •i2% ti
1. La IS THE LENGTH OF THE RIPRAP APRON. ~
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT ~ NOT LESS THAN 6":
~ ; ~ ~ ~ i~(~` '~~'G1N
3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON ~
~ \ ~ ~ , UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ~~drr~f~~• tA~i~`~`~~\\` ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
~~,CLASS t RIP RAP(SEE SECTION THRU BASIN BELOW ter` FLO , % , PIPE OUTLET TO WELL DEFINED TOPO OF THE BANK WHICHEVER IS LESS.
tY` ~ A I ; .i i ~ j' ~ A ~ CHANNEL 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
~ ~ i " 5FT 5 ~ INSTALLED BETWEEN THE RIPRAP AND SOIL
~ \ ` INVERT CLASS t~RIP RAP HEADWALL 7 2 MIN. MIN 1.5' ~ ~ PIPE MINA- FOUNDAl10N.
MIN ~ i` t.: e.~. cs-- r' I % i ~ , ~ r'~ / ` t8Q0 CU Fi/ACRE cb'~, 5. SEE SCHEDULE FOR RIPRAP SIZE, WIDTH, &
, ~ o i .1 a 8~ a LENGTH. DRAWINGS NOT RELEASED
t STD/ WAS STONE.11' 1HICK X 3' HIGH MIN. t. USE FOR DRAINAGE AREAS ,~,i _ MQyr , NOT IXCEEDING 5 (FI4E~ ACRE . ~ Max A FOR CONSTRUCTION o ~ A
9 MIN - ~ raRq~ r . S AREA--'~', ~ ~ i 2. EARTH BERM SHALL BE STABIUZEO w/ SEEDING r,~+sa ~ ~ j ~ ~ , Job Number: 0831
/ j ~ ~ i ! s \ ACCORDING TO TRIANGLE SPEOIFICATK)NS. FLTER ~ ; ~ \ CROSS SECTION FILTER
FABRIC ~ ~ ~ ~ ~ ~ ~ ~ ~ 3. USE CLEAN COMPACTOR FlLL MATERIAL fOR EARTH BERM. j ~ )N FABRIC _ _ Drawn WLR NLT KB KH
- ~ ~ DESIGN , OVERFILL s" Checked DAJ,EOS~TRK SAB, KH FOR SETTLEMENT _
! seITLEO 21. 1 FREEBOARD DatE__._ 10/28105 COD RESUBMITTAL
ELEVATION roP MIN PERSPECTIVE VIEW Revisions 2115106 BID SET 3105108 ISSUER FOR
NO SCALE NOTE: o GRAVEL & RIP RAP FILTER BERM BA9N DETAIL _ ~ 10 FT MIN o~ CONSTRUCTION
1.5 FT G~° IS DESIGNED TO PROTECT EXISTING PIPE INVERTS .~2:1 SIDE 816109 BIDSET_
1HAT DRAIN 10 ACRES OR LESS, ~ - o ° ° ° ~ SLO EIDMAX 5 FT ~ ~ g MAX FILL o ~r~Q(°'-')~qg,~"d° SLOPE MAX
V q~~oo d SIDE SLOPE 1
" FLOW AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT FILTER °~~db6' 1:1 SIDE SLOPE 6 THICK LAYER OF (CUT, FILL, ETC.) R G N ~ FABRIC o~0 MAX NaTURAL PLAN cRauND ~
3/4" STONE FLOOD STO A E ZO E RIP RAP HEADWALL ---_-r/~ 3 FT 1^""f {..rl ~ t'2' MIN La
FILTER ~ ~ tt~., ~ ~_NATURAL FABRIC ~ ~?•j 24 MAX .5, 3, GROUND
,c AT CENTER ~oW_,. ~Y,, 7 r ,r',.r ~ SOW.-..,r 1.5 zr,
;~oTE: MAINTEN~~CE ~ GLASS t RIP-RAP FILTER FABRIC CONSTRUCTION DRAWINGS
DIMENSIONS ARE CLASS A MINIMUM ACCEPTABLE X57 WASHED STONE INSPECT TEMPORARY SEDIMENT TRAPS AFlER EACH PERIOD OF SIGNIflCANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP :Nf ANO RESTORE TRAP TO tfS ORIGINAL },ia,h Sheet Tltle:
EROSION CONTROL STONE UNLESS OTHERWISE MAX, SEDIMENT DEPTH(CLEAN OUT POINT) DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED fi0 ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEGMENT NOTED. A DES~NATF~ AND APPROVED DISPOSAL AREA AND REPUCE THE CONTAMINATED PART OF TF~ GRAVEL FACING. PTACE THE SEGMENT THAT IS REMOVED IN _ ~ ' ~ I FACING. _ I ~v T
THE SPE.I.WAY TO ENSURE Ii IS A MINIMUM ( ! I-III-)1 I-III-III I I.._. I ...-1'11 I I. ~j R 0 ~.J 10 N
SECTION CHECK THE STRUCTURE FOR DAMAGE FROM OtOSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPA.L.WAY TO ENSI OF 1,5 FT BELOW THE LOW POINT OF THE EMBANKMENT, IMMEDIATELY FlLL ANY SETREMENf OF THE EMBANKMENT TO SLIGHT SECTION THRU BASIN FILTER AND CULVERT PIPE GRADE. ANY R~ Rl~ DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. EMBANKMENT TO SLIGHTLY ABOVE DESIGN SECTION A-A ILTER BLANKET
NO SCALE STA~IIZE THE EMBANKMENT AND ALL ~STUI~FD AREAS A80VE 7HE SEDIMENT POOL AND DOWNSTREAM FT20M THE TRAP IMMED FROM THE TRAP IMMEDIATELY AFTER VON 1 R ®1J AN D
CONSTRUCTION WITH SEEDING.
PIPE OUTLET PROTECTION S'1REAMWORK
10/D-4 DETAILS
FES OUTLET PROTECTION Sheet Number
I7/D-4 I 8/D-4 I 9/D-4 ROCK CHECK DAM ARCH FILTER TEMPORARY SEDIMENT TRAP N TS D-4
NTS NTS NTS

ill
L~
W
r` E, LX
h
I V W
i I H
Ij 8'-0" RECOMMENDED LENGTH I U
~a I l -PLANTING BED NC BED W
a TM ~A~ ®3' - O.G., ~
36" LONG, THROUGH 1-1/2" WIDE GENTER OF WOOD ON6,THR000H p
THIRD FORK CREEK YELLOW REFLECTIVE TAPE 0_ °_R OF WOOD W
~ GREENWAY TRAIL 32 SF MAX. O r Z COUNTERSINK REBF 4
SIGN AREA = ~ „ °""t I ~ o•ncol I FILL WITH EPOXY d' C7 - Ctiyo Ouham og t o Z ITERSINK REBAi~ AND ~ WITH EPOXY ~ V V LLa~
W~ z
~ ~ Funded b : Ci of Dufiam ARSUND LIIGHT POLEFULL WRAPS Y tY 0 Z~
v 6" X 6" TREATED Total Project Cost: TIMBER EDGE ' 3ER EDGE 6" T12EATED 4 ~~l~Jll 11 IJ~~PA
D~ $2.2 Million J
x Project Site Plan ASPHALT Q a Project Completion: Icmo~~ravaEEable) SURFACE ~ ASPHALT a 5U12FAGE °
~ December 2002 , , , ,
00 ~ NOTE: 'V~, , CLEARANCE FOR ~W Landscape Architect: (To be provided by Designer) PROVIDE CUT SHEET AND SAMPLE 111 West Main Street
• VEGETATION ~ Coulter Jewell Thames, PA OF YELLOW REFLECTIVE TAPE FOR REVIEW AND APPROVAL w Durham, N.C. 27701
_ EE i Q Contractor: ~ E ~ I I _ z p 919.682.0368 T
Skanska USA f,. j ~ a^ r : t ~i y f;. ~ f 919.688.5646
o~~ I ~ ~ ~ E .i II'~. -i 1 ~1~- I--____i I ~~,~'X' .,rte W www.cjtpa.com
i ~
III'-
:i . I: I E. ; I~
- -5 3D 2 D 5 1 D 5 4/D-5
PE ON LIGHTPOLES ER EDGING RELFECTIVE TA TII~B NOT USED
CONSTRUCTION SIGN NTS NTS N TS
NTS
A -~-I '
1 /2"x 8"x 4" HOT-DIPPED GALVANIZED U-BOLTS, " WASHERS & NUTS, 2 EVERY 12" OC WOOD BOARDWALK ABOVE
3 MIN. COVER BITUMINOUS TRAIL PER
PLAN DETAIL REFERENCE (2) 2X10 JOIST HEADERS (ATTACH JOISTS TO HEADER Project:
' WITH HOT-DIPPED GALVANIZED JOIST HANGERS-HEADERS 10
TO BE NAILED TOGETHER WITH 1Od GALVANIZED NAILS)
18,> BOARDWALK PER 6/D-6 FILL WITH CRUSHED STONE 6 - 24"X24" 'L' BARS @ THIRD FORK _ EA. CORNER, EACH FACE
- CREEK TRAIL
~ ~ / I> ,N , , 8 ATTACH 2° X 12"
BOARDWALK HEADER
, t o ~ 4,yx.. fir, . ~y t j T~ a,~ tom, ^yr'Te ~ e eV r. - ~,vr. ~ 5 ~ ~
; , . L~ . . 4 / U-SHAPED r, I, E,,
18 ~ .ANCHOR BOLT , ; j ; Auxlui< OPetr SPACF: sN0 TRans
_ _ w HELICAL PIER (TYP.) h
.~;i; t r C~ 1 gyp., ~ ~ . fih S ~ r'~ : q~ ..rte r~i , "k~ ~ » r. "
I E i i i I E E ...E o ~ o . • • ~ ~ o N®RTHISOUTH
, ~ ` : I ~ i i ~ . I j........,. i I E i E i E t ( ~ I I i t i G''. i ( ( I ~ i t . . . . • ° -I TRAIL SYSTEM
~ I - ! ~ ~ : ' I i 'I ~ I~~ i i 1 I~ L W_ i ..~:I '.I I i-- I ~11 E. ~ i 1-, i~....I j ( ~ i f i t ! i;~ t-----
_ ~ r I t E' : ' I ~ ' EXISTING GROUND ~ ~ E ~ ' ~i~~, ~ ~ i/~ ~ • DURHAM NC
t f I ~ E E , ~ ~ ~ ~ I~ _ r ~ 8„ • i ~ , ~ , ~ ~ , ~z. a
~ ' ~ ; .I I ff CONSTRUCT CONCRETE • ~ / ~ ~ i, - ~ ~ ~ • BARS ~E FHORIZONTAL
~ „ I ~J-~ i t i ~ E E,-_. ~_1. _Li__-__=....1 I I~_ J.~;. _.1. I I I , : BOARDWALK/TRAIL WEADER /
r FO I_ o v ' FOR ALL CONNECTIONS ;~j, •
I E I E: I, ..........E r..i ~ I E , i ~ 'i / > . / /iii 10. 0
~ ; f I I y _ ~ _ ~ I- i - ' ~I~ _ - I~-~ - - ~ ~~BOARDWALK DIVERSION j OWNER:
~ t - ~ HEADER HORSESHOE 4 HELICAL PIERS TO BE CENTERED I ' #4 @ 12" O.C., CITY OF DURHAM
~ . ~ . i I : t ~ ~ HEADER SEE PLAN VIEW IN FOOTING AND SPACED AT FOUR , I t I, . _ < I I ~ I . , ~ I ( ) ~ ~ E.F. (VERTICAL) 101 CITY HALL PLAZA
_ ~ a - COURNERS OF ABUTMENT BITUMINOUS TRAIL PER ~ ~ , DURHAM, NC 27701 PLAN REFERENCE DETAIL ~ ~ ~ ; i~ ; •
- :.._-I CRUSHED STONE FILL ' I ~ ~ ~ - • ~ ATTN: BETH TIMSON
I . , ' o I ;_E 1. HELICAL PIER DESIGN AXIAL LOAD ~ 1 ~ ' i~~ t I-~~ = 20 KIPS~PIER (INCLUDES SAFETY BOLLARD RE. 4/D-2 ` ~ ~ PARKS & RECREATION DEPT
_ , E j_~.~ _ ~ i i~- j ..FACTOR . ° ° r ~ ~ • ~ ° ph:919-560-4355
--i - E 2. HELICAL PIERS TO BE 2~" TUBULAR .I COMPACTED SUBGRADE "i' ~ ' 1 , i ~ i~_E r 3. DEPTH OF HELICAL PIERS AND 4R ~ ~ : ~ fx: 919-560-4021
HOT-DIP GALVANIZED HELICAL , - I I I - I- : DIAMETER OF HELICAL To BE _ _ ~ , I_ ; ; I_ ; 1-.~. CONS
SCREW PIER TO DEPTH TO MEET - , I i - DETERMINED BY CONTRACTOR CONSTRUCT CONCRETE HEADER ~ 'ED AND ASPHALT TRAIL WITHIN ~ ` ' ~ ~ ~ 1 g"
STRUCTURAL REOUIREMENTS• ~ . _ ~ : ! i . ~ ri " T 4. HELICAL PIERS TO BE LOAD TESTED A t #5 Q 12 O.C., E.F. VER ICAL BY CONTRACTOR ACCORDING TO f HEADER HORSESHOE AT A
~ U-SHAPED ASTM-01143 ( ~ 5. ALL FASTENERS, BRACKETS, NUTS, LEVEL ELEVATION FOR ALL ~ ~ % ~ . ~ ~ ~ ~ ' ~ '
6 - #5 HORIZONTAL BARS, E•F. :.BOLTS, PIERS, AND OTHER COP CONNECTIONS. SLOPE TRAIL ' TO MEET ELEVATION OF AREA TRAIL WIDTH
MISCELLANEOUS METALS TO BE TO TO BE USED AT ALL BOARDWALK AND ' HOT-DIP GALVANIZED ACCORDING TO U WITH HEADER HORSESHOE 1 Q. Q'
ASPHALT TRAIL JUNCTIONS 4000 PSI CONCRETE ASTM-A123 (LATEST REVISION} ~~~141 f I III
5 D-5 NOTE NOTE: 3" COVER TO REINFORCING A ~ ~N G
ASPI-IALT TRAIL BOARDWALK JtTNCTION STEEi STEEL. PLAN VIEW ~ C+` ; ~
SECTION A-A NTS ti'', 9
v z °m o Oro PAVEMENT a~ H} Q - _ d
I/g" RAD. 9n gn RAD. 2" RAD. PAVEMENT ~ /•01 .03 ~ v ~ L03 `LIa-may H 2 rr r- n i rr G. rr 6 2 0 .r Y RAD.3 4~3 ~i a .02 0 3 ,02 O.2 - z z ~.03 Q~3 ~H~z z~= ~ IN .''~P~~ ' ~
~No~ ~2 RAD. in 1/8" flAD, 11 RAD. SURFACE Hpc~U y,,.,o~ 6 .O6 •O6 9 .00 .0 - ° H o 'n U1 u O r 'it fn J . ° , fD j h tD a e• , a 11 LL OHI LtJ~NU Dp~~Cd ~JaHZ '~~,~,~LIAN1~;~~`~\
m~ S-i 3 RAD. °RAD, N ~ OGG"TZ Hz~Sy a .04 v,o v ° a v . C?rJ.l~x' r+ -oI ~ _ ~ ~ v. I I ~Z - oo~n1 12 .10 12° 7n .03~ :.03 w4zl~ ooNxZ Hz-~sn A p1 `C C1 oo~Nx ~ji~i:ii~~to
=bDAm o ~ V'c'. iv I c v " a` ~ u Iw-Ua~{zry y.nZDm 7 HV~oi z~ ~ ,,'o.. _ ~ ° o'.:...: ~ > 1 ~ 2 Q ¢ H woo d H " =fA00 r t0 v v q. 4 • R r .0 " 1-2F2w Z=-O~~'I F-S zi Hc~iao= =~zym ~ L -T ~U~o~ ~ H N31p Q N
zNor'n :o.`r.:' ~ - ~ r 13/4 RAD v~l-a,oa '"o~ _ Na~-~~ ~F~ZOW Z,=,~0~"n SLOPE TO ELEVA I UJF~pJ (C H a D- N ~ H CURB ANO GUTTER OR AS TRANSITION 04 Z Q ~ ~ ~ g D D UNITS DIRECTED BY ENGINEER APRON 3LDPES UP Z O H ~
n 7t7 Z r x 13/4 AAD . r_ rr O 2 2 0 . 02 ip 02 02 ~ / . 08 G-__ ~ • ~ • ~-)D I~ 2 -6 1 6 ° e . °z Hcc g-ID 0, 3q .02 0,27 ' y r u DD .O6 .05 -A2 -.Ol . o. ' v.'°' > D"I r n r n B" g F,~,, .~H y a. v. i0 Q h w ,w .,v n ~ ~ aH
{H 2.6 CURB AND GUTTER 1 •8 CURB AND GUTTER ~ I.-.I aQ N • wo NZ ° 2" R 1 " 9" X 12" OR 18" ' p °z 12" .09 " 12`r .02 7,r .02~ ~.U4 ' o a~ V IN RADII PAY UNITS PLANS) SEE ~AD2~ ~ O ~ IN RADII ON PLANS) ~ w DRAWINGS NOT RELEASED ' w Z r--A ~ ? 2'.D° S r-C 1 2.,D.. ~ ~ FOR CONSTRUCTION
8 X i 0 8 CONCRETE CURB 7
4'-0" PROPOSED CONCRETE CURB 'Y 4' d' ~ ~ ~ GUTTER/ 2'-0" ~ fACE OF CURB ~Ob NUmber: 083t ~ ~
2'-Orr 2'-0" EDGE OF _ PAVEMENT 2" RAD. 2'-O" •02 O.3 •02 O - Irv p~ /.03 •Dt~ /.09 L45 x.05 ~ . ~,,s~ •~~~r" ,
8" 2'-4" MIN. o ~ 1'•0" 1'-0" 3 .O4 .04 ^ •2S -.04 .02 C ~ L ~ v . ° . ..9. = ~ ' .o. ° . ,o ~ 4;) ~/@ RADIUS N ~~rr in v. ' : v. ° 'o . ` q r v . ~..-A Drawn WLR NLT KB KH`
12" •OS " t2rr .00 7" •01 , /.05 ~ ~ - m o.. 'urr ~..a. Q• a.'~ 7.'° 7" N ° n S , ° a ~ ~ ~ 7 O DRIVEWAY WITH EXPRESSWAY GUTTER TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER! Checked DAJ EOS TRK,5AB,KH
LL°, W p;7 PLAN VIEW OF TYPICAL CURB AND GUTTER DCCURENCES u°, pj Date _ 10128105 CODRESUBMITTAL ~ a Z ~ F- rOC Revisions 2115106 81D SET
Az~ r. ~ HpC nzH ~F-DC ~ B c7 zn _ FW ~.06 ? _ ~ ~ ~ _ ' ? _ ~ 3105108 ISSUED FOR
p ~ x EXPRESSWAY GUTTER SHOULDER BERM GUTTER N ~ H D 7D i '02 0,3 .02 p, ~ /.04~•. ~ `•10 /.O6 ~ ~ 8 X 6 MEDIAN CURB VALLEY GUTTER ~ ~ F, m .03 ,03 25 -.04 -•O3 _ _ n...,. G.: 3 tg H ~ ~ H m 3 C7 CONSTRUCTION _
'i ~ n~ C 1CI D rr .07 n .00 .a p ~ C7 N s = 816!09 BID SET~~ o ~ ~ ~ m z ~ y~~ is" 2'•0" s." 2.-D"_, o ~ t7
~ m z SECTION VIEW OF CURBS OR CURBS AND GUTTERS ° m ~ ~ z 12 12 7 .00 ~•as m Wt"7a aOCad WCD ~~od ~ ~ ~ ~ ~ o I D.Dn ' ' I o pC oy
C ~ FILL " x 1" DEEP ~ R° ~ v o V m
~ ~ a GENERAL NOTES: ~ z Ci m ~ z ~ W GAOOUED OR SAWN ~ 07 c7 -PLACE CONTRACTION JOINTS AT 1p INTERVALS, EXCEPT THAT ~ 51M 0 •02 0• O2 ,p2 0• -.04 -•U4 m /,05 / ,O1 cn L.11 a IW- ~ Z ~ ~ (~0 ~ p VARIABLE - 10' SUGGESTED VARIA6LE - 10' SUGGESTED 7~ ~~7~' ? j Z V ~ ,,07 a UJ ~ ~ A B C SECTION A•A SECTION 8.8 SECTION G•C q W ~ ~ ~ C D EXPRESSWAY GUTTER TRANSITION GUTTER 2'-6" CURB & GUTTER N F ~
~ A f5' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN JOINT WITH JOINT W = C y 31 .02 ~ 2S ~ C D SATISFACTORY SUPPORT FOR THE FACE FORM GAN BE OBTAINED SEALER JOINT SEALER ~ ~ ~ ~ ~ ~ ° a ° ~ `D ~ 6 v ~ W W
C ~ T THE U E OF TEMPLATES AT 10' INTERVALS. 1~ RAD GUTTER = ~ ~ ~ C z 12" •O6 ~r .00 ~ ~ ~ m ~ Z WITHOU S 1/g" AAD PAVEMENT SURFACE H V ~ to -i p 7 12 7 / .01 X07 Z z _ ~ ~ C Z JOINT SEALER JOINT SEALER ~ ~ ,Ny V Z m "I G) RAD SURFACE OF Yom" RAO SURFACE Of J z a
~ -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ~ -CONTRACTION JOINTS MAY BE INSTAlLE6 WITH THE USE Of o SURFACE -E 4 ~ m m r u r n J m m ~ _ C9 O ~ p BERM VARIES 2 -0 2 -0 z ~ ~ ~ R m ~ TTER _ GUTTER ~
~ O TEMPLATES OR FORMED BY OTHER APPROVED METHODS. j" o'~• v~'~ .a:. ;a to Z v ~ 8'-0" NORMAL w CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 11/2 DEEP. o' ~ .o ~ p v,. ~ . ~ . . ,v ..v . ° .02 0 .02 O, - 05 r0 ~ X02 iv ~ C1 ~ 9 EDGE Of PAVENENT C . ~ . 1D' To iz^ t, w v CONSTRUCTION DRAWINGS .06 -r B ~'U- JOINT FILLEfl 1 ° --~•-1~"
-F1LL ALL CONSTRUCTION JOINTS, EXCEPT IN 6x6 MEDIAN CURB, v'6 ~ ' _ 3O .01 .01 _ 25 -.04 A EXPANSION JOINT CONTRACTION JOINT PLAN VIEW OF TRANSITION ' Sheet Title:
WITH JOINT FILLER AND SEALER. PROPOSED - io o`:~, ~'.o. ' h m n ° ~ CURB & GUTTER ~ PROP. _ _ -SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO PAVEMENT ~ JOINT FILLER 12n .05 n 12rr .00 •02 .08 NOTES:
ALL RIGID OBJECTS. JOINT 7 7 ~ EXPRESSWAY GUTTER t0 2'-6" CURB AND GUTTER -IN THE TRANSITION FROR 4'•0" CONCRETE EXPRESSWAY GUTTER TO' 2'•6" CONCRETE CURB AND GUTTER, PLACE EXPANSION JOINTS AT 25' INTERVALS. WARNING, -PLACE GROOVE JOINTS t" DEEP AT 12'-6" INTERVALS 6ETWEEN EXPANSION JOINTS.
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT - IN CURB AND GUTTER SECTION VIEWS OF SECTION VIEWS OF -FILL AND SEAL THE TOP Y2" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
sneer i o-~ a seeeT 2 of s EXPRESSWAY GUTTER IN SUPER ELEVATION 2'-6" CURB AND GUTTER SUPERELEYATION RATES sneer z of sReaT ~ of a SECTION VIEW OF JOINTS $46.01 846.0 SHEET 2 OF 3 HEET 3 OF 3 JOINTS WITH APPROVED JOINT SEALING CONPOUND• SHEET 3 OF 3 ES 846.01 846.01 846.01
oec n~ RdR _ f11 _ r+rrnn D-
l.,UBD OC
GUTTER DETAILS
6/D-5
Sheet Number
I NCDOT CURB & GUTTER.
N TS D-5

0
1
�t
I--1'-6"--)
7/D-6.1
CONCH
2'x12" DOUBLE BEAM
1/4" THICK STEEL
PLATE SADDLE
HELICAL
'IFR (TYP
OARDWALK FOR USE IN FLOODWAY
2'x12" BOLTED DOUBLE BEAM 2'x12" DOUBLE BEAM
2" 0 HOT -DIP GALVANIZED 1/4" THICK STEEL
1
/ PLATE SADDLE
THROUGH BOLT, LOCKWASHER AND
NUT (2 REQUIRED EA. SUPPORT
BRACKET)
60• 3/4" 0 HOT -DIP r
.
GALVANIZED THROUGH BOLT
AND NUT
4'
o �
BOLLARD
(SEE 4/D-2)
1" FXPAN51ON JOINT---\
5.5" BEARING LENGTH (TYP.;
ASPHALT TRAIL
�­1 )o )o)o0 o,Ool
#6 VERT. o 8" O.G., E.F. -� y
900 HOOK INTO FOOTING
#4 HORIZ. a 6" O.G., E.F.
#6 a 8" O.G., E.F., E.H.
TRANSITION FROM 10'
TO 12' WIDTH (EA. SIDE)
INSTALL PINS AT 60.6. WOOD BOARDWALK
(SEE 6,V-6.1)
4'
i I I
i I W
I i I
2'
ALTERNATE SHEAR PINS AS 5HOHN
IN EACH SPAN GROUT SEAM BETWEEN PANELS
WITH NON -SHRINK GROUT
PLAIT VIEW (2) 2"x 10"x 12' HEADER
2"x 10"x 12' JO I5T
CONCRETE BOARDWALKAND WOOD
BOARDWALK CONNECTION
SAW GUT 5LAB 6" IN
LONGITUDINAL
DIRECTION (TYP. AT
EA. PIN)
FILL KEY AND
OPENING FOR REBAR
WITH GROUT FLUSH
HITH SURFACE
#3 REBAR PIN
/ (3" MIN. COVER)
0
10 HOLLOHGORE
SLAB .4
HOOD BOARDWALK SHE
(SEE 6/D-6.1) � �
JOINT5 BETHEEN 5LAB5
BE FULLY FILLED HITH
TOENAIL _ s� OUT GONSISTiNC OP 1 -PART
PORTLAND GEMENT TO 3 -PARTS
To GLEAN SAND
5" FROM JOIST TO
" EDGE OF DECK
HAND RAIL P05T
a 12' W I DE HOLLOWCORE s0�
1" EXPANSION JOINT (TYi CONCRETE WALKS x���" WEEP HOLES - 2 PER
;�.. a (THREE 4' WIDE VOID ®EACH END (TYP.)
12' HIDE HOLLOHGORE
CONCRETE WALK
L1
(THREE 4' WIDE PANELS)
GD 8
28+31
30
-------------------------------
tO
t
POLYURETHANE SEALANT
30
O
6 WIDE NEOPRENE
36+18
c� 8" O.G.
-------------------------------
#4 U -BAR a 8'' O.G.
#6 VERT. ®e �?.G:;
FOOTING
#4 HORIZ. ,@ 6" O.G., E.F. 1g�
r #6 o 8" O.G., 'F.F., E.W.
W
�� Ifi33.EfE H ll_:t II: 1 1. i!_i
ALTERNATE VERTICAL i -i . . i i :-Iii f - i r -a
a �--4' BARS AND HORIZONTAL 5.5
BARS TO OBTAIN 4"
" 5PACIN6 (TYP. IN ALL '
3 HELICAL PIERS TO BE FOOTINGS)
CENTERED IN FOOTING
AND SPACED AT 4'-6" O.G.
(TYP. FA. END ABUTMENT) HOT -DIP GALVANIZED HELICAL
5GREH PIER TO DEPTH TO MEET
STRUCTURAL REQUIREMENTS.
4 HELICAL PIERS TO BE
CENTERED IN FOOTING
AND SPACED AT 3'-3" O.G.
(TYP. EA. END ABUTMENT)
SEGTION VIEW
2'x12" BOLTED DOUBLE BEAM
F
1/2" 0 HOT -DIP GALVANIZED
THROUGH BOLT, LOCKWASHER AND
NUT (2 REQUIRED EA. SUPPORT
BRACKET)
3/4" A HOT -DIP
--- -
GALVANIZED THROUGH BOLT
AND NUT
BATTERED HELICAL PIER AT
45 ' ANGLE IN DIRECTION
SHOWN (2 MIN. ON EA.
BOARDWALK)
VERTICAL HELICAL
PIERS (TYP.)
,- STEEL PIPE TO ACCEPT HELICAL L STEEL PIPE TO ACCEPT HELICAL NOTE: ALL BOARDWALK FRAMING 2"X10" BLOCKING AT MID SPAN,
PIER SHAFT (SHOP DRAWINGS TO PIER SHAFT (SHOP DRAWINGS TO TO CONFORM WITH CURRENT NC ATTACHED WITH 3" HOT -DIP
PROVIDE SADDLE TO PIER PROVIDE SADDLE TO PIER BUILDING CODE GALVANIZED SCREWS, 2 EA.
CONNECTION) CONNECTION)
SIDE (TYP.)
BATTERED HELICAL PIER SUPPORT BRACKET HELICAL PIER SUPPORT BRACKET
2" x 6" x 1 O' -0" P. T. PINE DECK
ON TOP OF BEAM. ATTACH DECKING
WITH 2-3" HOT -DIP GALVANIZED
SCREWS ON EACH JOIST BOLTED DOUBLE 2"x12" BEAM
HOT -DIP GALVANIZED
HEAVY DUTY HOT -DIP SUPPORT BRACKET
FGALVANIZED JOIST
HANGERS (TYP.) PAINT SAFETY YELLOW STRIPE ALONG
1' WIDTH AT EDGE OF BOARDS. PAINT
o . . o o o o . • TO CONFORM TO APPLICATION AGAINST
TREATED TIMBER
0.
18 " " " . " 3/4" HOT -DIP GALVANIZED
2"x10" THROUGH BOLT AND NUT
.Y W J W W • Y W . W W W W W JQ I STYS J- W • W W W •Y W W W
13
HOT --DIP GALVANIZED HELICAL SCREW PIER
- ----- -
DRILL TO DEPTH TO MEET STRUCTURAL
SECTION A -A 7' -8" _; REQUIREMENTS. SEE SPECIFICATIONS.
10' 10'
OR 10'10, OR LESS 0R 10'
LESS CFS
101 �. �1 .
DECK SPACING TO PROVIDE CESS
FROMBOARD TO BOARD m
L
FRAME AND PIERS: START 10' %
6/D-6.1 MAXI MUM SPAN AT CENTER OF CL
SECTION SO THAT THERE IS
WOOD BOARDWALK LESS THAN A 10' SPAN AT THE
NTS ABUTMENT AND AT THE ANGLE
1. HELICAL PIER DESIGN AXIAL LOAD =
12 KIPS/PIER (INCLUDES SAFETY FACTOR)
2. HELICAL PIER DESIGN LATERAL LOAD
= 6 KIPS/PIER (INCLUDES SAFETY
FACTOR)
3. HELICAL PIERS TO BE 2j" TUBULAR
WITH 0.203" WALLS
4. DEPTH OF HELICAL PIERS AND
DIAMETER OF HELICAL TO BE DETERMINED
BY CONTRACTOR
5. HELICAL PIERS TO BE LOAD TESTED
BY CONTRACTOR ACCORDING TO
ASTM -D1143
6. ALL FASTENERS, BRACKETS, NUTS,
BOLTS, PIERS, AND OTHER
MISCELLANEOUS METALS TO BE HOT -DIP
GALVANIZED ACCORDING TO ASTM -A123
(LATEST REVISION)
7. EACH BOARDWALK SHALL HAVE A
MINIMUM OF (2) PARALLEL BATTERED
PIERS AND (2) PERPENDICULAR BATTERED
PIERS TO THE DIRECTION OF TRAVEL.
REFERENCE DETAIL 5/D-5; TO BE USED
FOR ALL BOARDWALK AND ASPHALT
JUNCTION CONSTRUCTION.
ALL WOOD USED ON BOARDWALK WILL BE
PRESSURE TREATED WITH A MINIMUM OF
0.60 LBS/CF OF PRESERVATIVE
ALL BOARDWALK BOLLARDS TO BE FIXED
STEEL PIPE BOLLARDS (SEE 4/D-2).
HEAVY DUTY HOT -DIP
GALV. JOIST HANGERS (TYP.)
BOLTED DOUBLE----
BEAMS
2" X 12" X 10' -0"
BOLTED DOUBLE
BEAMS
2"X 10" X 10' -0"
JA
2 EA. J"O HOT -DIP GALVANIZED
BOLTS, WASHERS, AND NUTS. AT
2' 0. C. ( TYP. ON DOUBLE 2X10
JOIST)
2"X8" CROSS BRACE IN EACH
SEGMENT, CONNECT TO EACH
2"X10" WITH HOT -DIP
GALVANIZED FASTNERS
CENTER SUPPORT (45'
SPAN ON SHEET GD22 ONLY)
HOT -DIP GALVANIZED HELICAL
SCREW PIER TO DEPTH TO MEET
STRUCTURAL REQUIREMENTS.
2' -0' -. I_ 2'-0' -I - 2'-0' 2'-0'
10'-0"
TRAIL WIDTH
PLAN VIEW DECK REMOVED
RE: 5/D-5 WOOD
BOARDWALK CONNECTION
TO ABUTMENT HITH JOIST
HEADER AND U -BOLT
CAVITY
...... .
2 1. 1/2-X 8" X 8" PLATE
- ` 2. 3-1/2-O.D. X
R0.31 0.262"WALL TUBE X 5-3/4"
NOTCH TOP OF SLAB ONE SIDE 1 -5" LONG
OVER VOID AND ONLY"
FILL SOLID AT POST
LOCATIONS ONLY.
FLOAT SET EMBED
INTO POUR FILL.
.0. 0.- 0.- 0.-
. 2
EMBED AT EVERY 1/2"
1n" I f01_LOWGOiZE Pnc,T
f� SLAB
- #6 VERT. ®8 O.G., E.F.,
90' HOOK INTO FOOTING
#4 HORIZ. a 6" O.G., E.F.
#6 ® 8" O.G., F.F., E.W.
Ti ---6" #57 STONE (TYP.
UNDER EA. FOOTING)
. GONGRETE FOOTING
J"O HOT -DIP GALVANIZED
BOLTS, WASHERS, AND
NUTS. 3 CONNECTIONS VERTICAL
AND 5 CONNECTIONS HORIZONTAL
BETWEEN ALL JOISTS (TYP.)
BOLTED DOUBLE
BEAMS
2" X 10" X 10' -O"
BATTERED HELICAL
PIER AT 30' ANGLE
IN DIRECTION
SHOWN (2 MIN. ON
EA. BOARDWALK)
r-7I' y 4I,:
4--111
2'-0'
ca
C-3 z
w
O -j
C:) z
t w
o
w
V)
V) J
V)
o
NOTE: ALL JOINTS BETWEEN 5LAB5
SHALL BE FULLY FILLED WITH
GROUT GONSISTING OF 1 -PART
PORTLAND GEMENT TO 3-PART5
GLEAN SAND
HAND RAIL HELICAL PIER COMPRESSION PILE CAP
(FITS 2-7/8")
NOTES
1. HELICAL PIER DESIGN AXIAL LOAD = 30 KIPS/PIER (INCLUDES;SAFETY FACTOR)
2. HELICAL PIERS TO BE 2j" TUBULAR WITH 0.203" WALLS
3. DEPTH OF HELICAL PIERS AND DIAMETER OF HELICAL TO BE DETERMINED BY
CONTRACTOR
4. HELICAL PIERS TO BE LOAD TESTED BY CONTRACTOR ACCORDING TO ASTM -D1143
5. ALL FASTENERS, BRACKETS, NUTS, BOLTS, PIERS, AND OTHER MISCELLANEOUS
METALS TO BE HOT -DIP GALVANIZED ACCORDING TO ASTM -A123 (LATEST REVISION)
SCHEDULE
SHEET
BE6. STATION
L1
L2
GD 8
28+31
30
O
GD 8
POLYURETHANE SEALANT
30
O
�.
36+18
30
112" THICK�..
C
84+40
30
O
GD 16
1 114" CLOSFA �,�YETHYLENE FOAM BACK
s
16
O
� 5bNGE EXPANSION JOINT FILLER
93+84
20
O
c
10" HOLLOWCORE SLAB
O
GD 22
a xr
a
15
GD 24
137+82
30
LL
GD 25
143+11
30
�s yw
GD 28
161+83
25,0
Ic
G
do .
" NEOPRENE BEARING PAD
EXPAN51 ON JOINT
...... .
2 1. 1/2-X 8" X 8" PLATE
- ` 2. 3-1/2-O.D. X
R0.31 0.262"WALL TUBE X 5-3/4"
NOTCH TOP OF SLAB ONE SIDE 1 -5" LONG
OVER VOID AND ONLY"
FILL SOLID AT POST
LOCATIONS ONLY.
FLOAT SET EMBED
INTO POUR FILL.
.0. 0.- 0.- 0.-
. 2
EMBED AT EVERY 1/2"
1n" I f01_LOWGOiZE Pnc,T
f� SLAB
- #6 VERT. ®8 O.G., E.F.,
90' HOOK INTO FOOTING
#4 HORIZ. a 6" O.G., E.F.
#6 ® 8" O.G., F.F., E.W.
Ti ---6" #57 STONE (TYP.
UNDER EA. FOOTING)
. GONGRETE FOOTING
J"O HOT -DIP GALVANIZED
BOLTS, WASHERS, AND
NUTS. 3 CONNECTIONS VERTICAL
AND 5 CONNECTIONS HORIZONTAL
BETWEEN ALL JOISTS (TYP.)
BOLTED DOUBLE
BEAMS
2" X 10" X 10' -O"
BATTERED HELICAL
PIER AT 30' ANGLE
IN DIRECTION
SHOWN (2 MIN. ON
EA. BOARDWALK)
r-7I' y 4I,:
4--111
2'-0'
ca
C-3 z
w
O -j
C:) z
t w
o
w
V)
V) J
V)
o
NOTE: ALL JOINTS BETWEEN 5LAB5
SHALL BE FULLY FILLED WITH
GROUT GONSISTING OF 1 -PART
PORTLAND GEMENT TO 3-PART5
GLEAN SAND
HAND RAIL HELICAL PIER COMPRESSION PILE CAP
(FITS 2-7/8")
NOTES
1. HELICAL PIER DESIGN AXIAL LOAD = 30 KIPS/PIER (INCLUDES;SAFETY FACTOR)
2. HELICAL PIERS TO BE 2j" TUBULAR WITH 0.203" WALLS
3. DEPTH OF HELICAL PIERS AND DIAMETER OF HELICAL TO BE DETERMINED BY
CONTRACTOR
4. HELICAL PIERS TO BE LOAD TESTED BY CONTRACTOR ACCORDING TO ASTM -D1143
5. ALL FASTENERS, BRACKETS, NUTS, BOLTS, PIERS, AND OTHER MISCELLANEOUS
METALS TO BE HOT -DIP GALVANIZED ACCORDING TO ASTM -A123 (LATEST REVISION)
SCHEDULE
SHEET
BE6. STATION
L1
L2
GD 8
28+31
30
O
GD 8
31+91
30
O
GD 9
36+18
30
O
GD 16
84+40
30
O
GD 16
88+01
16
O
GD 17
93+84
20
O
GD 18
30
O
GD 22
125+58
30
15
GD 24
137+82
30
O
GD 25
143+11
30
0
GD 28
161+83
25,0
NOTE: SURFACE ELEVATION OF TRAIL AND
TOP OF CONCRETE ABUTMENTS IS TO BE THE
SAME AS PRE -CONSTRUCTION ELEVATIONS.
NO FILL ALLOWED IN FLOODHAY.
NOTE: CONTRACTOR TO CONTACT ENGINEER
TO VERIFY SPAN LENOTH5 ONCE BRIDGES
ARE STAKED IN THE FIELD PRIOR TO
L1 = FIRST SPAN ORDERING PRECAST CONCRETE PANELS.
L2 = 5EGON05PAN IF REQUIRED
NOTES:
1. CONCRETE WILL BE A MINIMUM OF 4000 PSI AT 28 DAYS. REBAR WILL BE DEFORMED, 60 KSI YIELD STRENGTH.
2. CONTRACTOR WILL USE VIBRATORS TO CONSOLIDATE CONCRETE AROUND REINFORCEMENT, OTHER EMBEDDED ITEMS, AND INTO
CORNERS AND TO REMOVE AIR VOIDS.
3. REPAIR ANY SURFACE VOIDS WITH CEMENT MORTAR. EXPOSED FACE OF WALL WILL HAVE SMOOTH FORMED FINISH WITH ANY FINS
REMOVED AND SMOOTHED. FILL TIE HOLES WITH DRY PACK MORTAR.
4. FORMS WILL BE LEFT IN PLACE FOR A MINIMUM OF 7 DAYS AFTER PLACING CONCRETE.
5. SUBGRADE MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY REBAR INSTALLATION.
6. STEEL REINFORCING MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CONCRETE.
7. ENGINEER WILL INSPECT WALL BACKFILL.
8. CONTRACTOR WILL PROVIDE ENGINEER WITH A MINIMUM OF 24 HOURS NOTICE FOR INSPECTIONS.
9. CONTRACTOR WILL SUBMIT CONCRETE MIX DESIGN AND REINFORCING BAR SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL AT
LEAST 15 DAYS PRIOR TO FIRST POUR OR REBAR INSTALLATION. NO CONCRETE WILL BE POURED UNTIL MIX HAS BEEN APPROVED.
NO REBAR WILL BE INSTALLED PRIOR TO SHOP DRAWING APPROVAL.
10. CONTRACTOR WILL SUBMIT A POURING PLAN TO THE ENGINEER FOR APPROVAL
11. OWNER WILL OBTAIN THE SERVICES OF A MATERIALS TESTING LABORATORY. THE TESTING LABORATORY WILL TEST THE
CONCRETE IN ACCORDANCE WITH ASTM C31 AND C39. CONTRACTOR WILL COORDINATE WITH THE TESTING SERVICE AND THE
ENGINEER.
12. 3" CLEAR COVER TO BE PROVIDED FOR ALL REINFORCEMENT.
3/D-6.1
CONCRETE BOARDWALK NOTES
NTS
DAYLIGHT DRAIN PIPE AT ENDS OF WALLS. THI5 DIAGRAM 15 A 5GHEMATIG DRAWING OF A
SEGMENTAL HALL. THE GONTRAGTOR WILL BE
RE5PONSIBLE FOR OBTAINING GONSTRUGTION DRANIN55
FROM THE BLOGK MANUFAGTURER FOR EAGH HALL,
PROV I D I NCS SHOP DRAM I NGS AND OBTAINING ANY
NEGE55ARY CONSTRUCTION PERMITS.
EXISTING GRADE
8" MIN. LOW PERMEABLE SOIL
PROVIDE POSITIVE DRAINAGE AROUND WALL
4" CAP UNIT
STANDARD BLOCK UNITAPPROXIMATE
EXCAVATION LINE o
R /
BACKFILL? L r,
_ 64 RETAINED SOIL w
z FINISHED GRADE UNIT CORE FILL _
N ((3/4' CRUSHED b� Z
o I�tSCK OR STONE). y
UNREINFORCED CONCRETE OR J
CRUSHED STONE LEVELING PAD
CWARAP
PERFQRATED PVC DRAINAGE PIPE
TYPICAL CUT WALL SECTION 4 PVC DRAINAGE PIPE IN 3 4SHED AGGREGATE T� pAND �F{ILTER" FABRIC
STANDARD UNIT NEAR VERTICAL SETBACK A� 7 OF ON EACH N$IDEI OF PIPE ONE
A 0 AND
4/D-6.1 POST D IIPPE AT END OF WALL FON
SEGMENTAL RETAINING WALL
NTS
Cou Mar
a
J
a
c�
111 West Main Street
W Durham, N.C. 27701
z p 919.682.0368
f 919.688.5646
W www.cjtpa.com
OWNER:
CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, NC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
ph: 919-560-4355
fx: 919-560-4021
DRAWINGS NOT RELEASED
FOR CONSTRUCTION
Job Number: 0831
Drawn
KB, KH
_
Checked
_WLR,NLT,
DAJ EOS TRK SAB KH.__.
Date
10/2E/05 COD RESUBMITTAL
Revisions
2/15/06 BID SET
3/05/08 ISSUED FOR
CONSTRUCTION
8/6/09 BID SET
CONSTRUCTION DRAWINGS
Sheet Title:
CULVERTS,
WALL AND
BOARDWALK
DETAILS
Sheet Number

i
W
4'-0' ALL PRECAST MANNOL PRECAST MANHOLES TO MANHOLE RING & COVER TO BE CLASS 30, HE4VY DULY, h
CONFORM TO ASTM C• ~ ALL 51N6LE PIKES OVER 36" DIR. Oft LARGER ANp !FORM TO ASTM C-478 AND TO BE COATED WITH A NOT APLLICATION OF 4UlCK ~
i a'-0" 0 , ALL DOUBLE PIPES TO HAVE CONCRETE HEADWALL SET IN MORTAR 22 1/4" ' AND ENGWALi.. HAND RAILS TO EIE PROVIDED A5 DRYING ASPHALT D1P. h_ I
INDICATED ON TtE PLAN. 23" } SOLII? COVER AEQUSREO i#hJEN V
TYPE II HANDRAIL FRAME d DOVER RGP TO BE CENTERED ON DRAINAGE GHANNEI. EXTEND BEYOND PAVING ON EACH SIDE ~ M.H. RING AND COVER ~ INSERT IS INSTALLED ~
' AS SHOWN IN THE PLANS 300p pyl CONCRETE StD~ CONCRETE SIDEWALK NON-SHRINK GROUT STANDARD LETTERS UNLESS W
4' MIN OR AS SHONPI ON THE PLANS 2'-9 1 /2" CONCRETE 4-3/4• SS. ANCHOR 801TS {I7yFRWISE SPECIFIEO~ d
8" ~fut10/10 WWF MA,aH9LE TOP LETTERED U sroNe ease _ ' " C "s~T?~~n sEV~~° ~
t 6RA55/W0.~D5 BRICK STONE BASE ASPHALT TRAIL 8"x8" BRICK PIER
EA CORNER, ~=III-III II III-III=1 TQP Dr ~ovra ~
I 2 GOAR5E3 Ht6H g„ NOTE GROUT ALL JOINTS FROG UT ALL JOINTS FROM INSIDE. 4" GRADE RING ON MANHOLE s Z „ n~~
- GROUT TO Bf NON-SHi UT TO Bf NON-SHRINK. AS REQUIRED. MAXfMUM ~ ~ ' ~ 11~/p~`~(f
SEE SPECS. 15" USE SEWER DETNLS -SPECS 32" OF 2 PER ldANHOLF, q Z
FOR`STEPS IGK PLAN VIEW
Y~J INLET DOVER ``R` < ~~l~.ilf tl 11~~RA. - a
I , 5" 5'-0" -"-5 ~-f ° BQTT+~d OF C011ER `'1f~• R• r^~^^'-
4• 8" cav~e---a,~ ? 111 West Main Street
N /7yp~. 4'-O" NON-SHRfNK GROUT OPENINGS SIZED TO A,,LII LII IOW RINK GROUT (TYR) S SIZED TO ALLOW W Durham N.
PIPES TD ENTER bfANHOLf D ENTER bfANHOLf ~ , C. 27701
' TRAIL SECTION C,01~ 6RIGK MA50NRY OR j Is" 4a° z p 919.682.0368 ~ STORM DRAIN PIPING 2 -1 1/4 x -
PAINT DOVER WITH HIGH PRECAST CONCRETE VARIABLE 01AME?E IRlABLE DlAMEfE aow VARIABLE DIAMETER t ~ j`Q" ~ t7 f 919.688.5646
' ~ _ ~ ~ MIN 10" ~ VISIBILITY YELLOW PAINT VARIABLE INVERT FRIABLE INVERT VARIABLE INVERT t'~tt 2/~" Z I- W www.cjtpa.com
I I I_I I I-~ I I-~ -1 I ~ . ~ , ~,=iul' ~ ~ I I I_I I I_I I hI I k I~ III-1T_I-1I I-111=1 = ~ ~ ~ I I1=1 N I I-III-III-III-III- ~ ~ ~ 1=1I I III
~ I T ~ ~ n ii : ~i I ~ ~ I I I_I l l_I 11=1 ~ 1-~.~I it • i ~i~ =1 > i i STEPS _111_11 I-11; I II_I_TI_II I_II1-1 °..s• ~ i2 - m
r 4 ~i ~ ~ ~ , ~ 13' MAX. g~ 3' RAD ` -i . 1.,- ~ ( ~ I .;i. , 1.~n. € ~ ~ hi ~ ~ SIZE SIZE SIZE 840.6 ~ ~=I ~ -I I1_I I I-1 I - ~ , ~ ~ , s ~ a/~ I I-III III ~ s"°:- ~ I I I
~ ~ 1 :I ,:II i. 't ,r~• s~ ~.r ! ~I '9 I .i i_ ';E vA~LE _ - - I :I-= I I , ;I I! ~ _ vaR~aLE vARIABLE 1 I I_I I I-1 I _ I ~ i~', I ~:I I l 1-I I N 1 I I-1 I N I - ` - ~ _ ~ ~ a/~
I ! ~J,~ i I~ ~ it .,i _f ~i,,,-' _ - - t le-,l ~ ~ ~ . I C~~:-L I' I I I-1 I N I I~ I I-1 I I-1 I I III-1 I I III-1 I I III-1
j X57 STONE BEDDING TO 5PRINGLIfa1: OF PIPE * < 6" : „ •.3DOQ#• CONCRETE •BOTfQM' ~ x -1 fz° N0. 57 COMPACTED, 2' ~ I J~«
a' WASHED STONE
6' CLASS B" CONCRETE
3000 P51 INVERT BUILT TO ACCOMODATE INVERTS OF EXISTING AND PROPOSED ~
YARD INLET CONCRETE STORM SEWERS
1 D- f 2 D- ( r UNDISTURBED EARTH
3 D-7 7 D- I ES RHAM STORM SEWER MANHOLE RCP DRAINAGE PIP CITY OF DU 7/D-7
EN YARD INLET PREC~ OP NTS NTS PRECAST CONCRETE MANHOLES 1, 2, 3, 4, AND 4A (SHEET CD 30.1)
NTS NTS NTS
Project:
v z m o z ° Y 1'-7" o
vm oN H} BENERAL NOTE3~ THIRD FORK
' ¢a r~i'NZ a¢~ . yoo za~~ ~Noox GENERAL NOTES; N~~v Q N' Z USE CLASS °8" CONCRETE THROUGHOUT. Q 3 Z ~ = V ~ N OO PROVIDE ALL DROP INLETS OYEA 3'•B" IN DEPTH WITH STEPS 72" Z ~ S U LL JON , r "o ~ v, ON CENTER. USE STEPS WHICH COMPLY WITH STOP DRAWING 340.83. u- O ~ C R E E K T RA I L
~''17 ~ N SLOPE AS INDICATED ON PLANS ~ O C7 r O~ 1 N n rr U. J O H Z ~z-1=~ PLACE GROOVE OA g" OpyS2 Hz~xp CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 ooxyx a z m 00 2 Z = OPTIONAL CONSTRUCTION • MONOLITHIC POUR, 2" KEYWAY, OA M4 SAA DOWELS A7 OOa2Z ~ N ~ ~ ~ X X 12" CENTERS AS DIRECTED BY THE ENOI~ER. Ir Z
' ,hQ7,7h-I BELL END OF PIPE / WQZU_ =vphrn rr rr ,r WQ~Il.= x.nZym TO FACE OF WALL ~ F-n~o~ "z~ PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL. FOR PIPE CULVERTS 42 goacoH W Q Qa5 W = _ ~ A m USE FORMS FOR THE CONSTRUCTI~! OF THE BOTTOM SLAB. F-U ~ O ~
" x~o~ 3 HQ-xrzW zH~°° AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN yF~a J ' zNor I ~ _ i u3H-~,o~ QOH D: H Q V ~ O M ~ 9 O IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB Q F, ~ = Z = O AS SHUNN ~ STD. ND. 840.00. I- = Z W - : N ~ Vs OH J ? ~ ~ H ~ WHEN PAYMENT FOA THE DROP INLET IS MADE ON APEA EACH BASIS, THE O2 O Q Q ~ V I
o ff ~ ~ cc H h 7D ENDWALL LENGTH. o '..'I, h ~Z I I I 1 N QO~~ • ~AA Z ,H OOV, n ,,,~Z CONCIIETE APflON WILL BE CONSIDERED PART OF THE DROP INLET, p (JO lZ ~e~ Z ~ ~ i D i'•7° CONSTRUCT WITH PIPE CROWNS MATCHING. Z H j
D I I I I 2 0 \ df z. ~ ~ N ' ~ _ ~ ' ~ ~ ~ PIPE #4.0AAS ~-N y H , CONSTRUCT BOTTOM SLAB WITH FORMS. a o H d ~ N 0 ~ MAX, DEPTH OF TMIB STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION ~ W O
~Q ~ ~ ~ an Q w z I' 'I I' 'I ~ c z n I DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ~ G Z ~ CONCRETE APRON IS 12 FEET, ~ USE STANDARD FAfafES ANO GRATES 840,22 (SHOWN) 640.24(SNGWN}, 340.20, I)IJ,RI{AII OPEII SPAC& AND TRADE
- ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. °40.29, AND 84033. 8EE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOAW.
PLAN ~ 12" WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM Y DHAMFEA ALL EXPOSED CORNEAS t". m
3 OF THE PIPE, PLACE BAR. "X" DOWELS IN THE BASE AS SHOWN ON PLANS. FOOTING ~ PLAN DRAwInG Nor To scALE. W NORTH/SOUTH CONCRETE d,
IF CDNST. JOINT IS USEO DOWEL W ~ SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W t'1 ! ) p J y ® N ~ ~ BY THE ENGINEER. ~ APRON J m m FRAME AND C~AATES 3" ~ 4" EO TRAI L SYSTEM
Z Z m c M G END ELEVATION BAR• X F. 3 ~ z~ Z o x~ w ~ fi~ ~ Z ~ T P E EVAT 0 £ONCRETE APRON 4" SEALANT t„ O O N ~ Y m ~ 9EEDETAIL ~ W ~ DURFIAM NC
~ ~ czi ° w a Y ' ~ ~ o WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM W N W ai -I O rn H _ o N > i v ~ H OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z W o Ve y N 1 3~ ~~XPANSION C7 J W
' x ~ y DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE z ~ ~ ~ A m = H a ~ O ~ C fll ( PIPE SINGLE PIPE DOUBLE PIPE H O C C - USE GLASS "B" CONCRETE. ~ O ~ ~ M a ~ O m = ~ A ~ 6" B B" CLASS "B" ' MATERIAL H .j 0. ~ O (n DJ W O = g~~ gv ~ CONCRETE AadCRETE R Q M 4. ~ ~ ' = z D 8" 4°~ 4.. OUTLET PIPE 0 Q
' Q ~ m N ~ ~ ~ ~ ~ LOQ DIA. 16" 18" 24" 30" 9B" 42" 480 15" 18" 24" 30" 38" 42" 48" Q W ~ ~ A ~ ~ -I O ~ ' ~'r -I ~ ~ ~ 1 1 a 2
m z D I I I ~ ~ ~ ` I I eARB „X" „X„ "X„ „X„ „X„ ..X„ y* .,X„ y, ..X„ .,X.. „X,. "X,. „X„ ,.X" y* ,.X., y, o J W ~ ~ rn ~ z Q W Oz I - v QrfLd ~ J ~ w ~ o ~ ~ o o. o . DETAIL ~ ~ ~ o f o. c p p o. o • o. P~~ o. ro
D - _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 Q J d. d Y r„ry M~~ M QTY. - 2 2 t i 2 2 2 2 2 3 2 Q d a ~ FI r~ C ~ Q @ ~ ~ LJ ~ 0 OUTLET PIPE ~ S., SEE NOTE (APRON SUPPORT NOTCH) a0 ~ oa ~ SECTION X-X MAX. PIPE THIS SIDE 13" Z
m .0 r v L Dppg:L G QTY. 2 2 3 3 a a s 2 2 3 3 a a s ~ G rn m z p W i'I'I Q TOTAL LBS, 9 9 14 14 19 55 65 i2 12 13 19 23 77 32 Q Z ~ Q ~ M Z J ~ Z p a SECTION Y-Y a$ F ~ Z J ~ N D MEDIAN DITCH GRADE N Ia{ .
' "#I p OPTIONAL CONSTRUCTION JOINT N W ~ h~ D h W m
O C" ~ ~ DIMENSION9 AND CONCRETE 6UANTTTIE9 > > Q C ~ = W ' ~ OQ I°1 ~ z USING CONCRETE PIPE O) I.W. 0 x ~ ~ ~ H F ~ ~ = W~ s m r z -----i..~ ~ M S T OWNER: m F o = m ~ , - _ _ I ~ ~ CITY OF DURHAM
GI ELEVATION - H p e- y J W (p m N COFSdON DIMENSIONS SINGLE PIP DWBLE PIPE J Itl ~ RI Fi .n O a J W ~ ~ ~ ~ _ I I , ~ I "4 - ~ W 101 CITY HALL PLAZA C7 f~ O MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE DROP INLET I ~ ~ -
~ I°"f ~ D n B Q r s L ro3 M L YDe G7 ~ ~ z 70 = Q z U~ In tT~ ~ ~ Z $ ~ ~ ~ „ g,•S„ 1,•6„ 2,•g„ 21/4„ 91'2" S' 8" D.7 2,•2„ 7'-8" 1.0 W ~ ~ 'I ~ W 15 Z a z C> ~ in ~ 70 ' ' ' I w F DURHAM, NC 27701 W T. ~ PIPE SPAN WIDTH HEIGHT CUBIC YARDS Of DEDUCTIONS I I I I._MEpIAN D.I. W Z 4r ~ CONCRETE IN BOX FNI ONE PIPE I ~ I frC
N' f 18" 3'•7" 1'•1.0" 3'-2" 2L¢" 10" 8'•4" 1,0 2'•7" 8'•11" 1..3 Q ~ r m v m D A B N 93~NM FT PHT. TDTAL TOTAL c.s. R.°• L Z ATTN: BETH TIMSON
~ 24° 0.,•2" 2'•1" 4'-0" 3" iD" 8'-0" L5 3'•5" 11'-5" 2.0 30" 5'-D" 2'-8" 4'-7" 41A" N1•'t" 9,•20 2,3 4,-3" 13'-5" 3.1 ~ iz" 3'•8" 2'•0" 2'•s" 0.382 0.247 0.567 0.956 D.ozD 0.032 a"---~I O PARKS & RECREATION DEPT i5" 3'•8" 2'•0" 2'•9" 0.332 0.247 0.858 t.ozt D.o23 ao3s v ph:919-560-4355
36" 5' 2'•8" 5'•8'" 4~" 11Y2° it'-0" 3A 5'•0" 18'•0" 4.5 18" 3'-8" 2'-0" 3'•tl" 0.382 0.247 0.72D 7.082 0.033 0,099 DOWEL oAn 24" 3'-8" 2'•0" 3'•8" 0.882 0.247 0885 L22T 0.958 D.D35 fx: 919-560-4021
42" 6'•2° 3'•1" 6'•40 5Ld" 111°12'•8" 4.5 5'•10"18'•8" 8.4 48" 8'•9" 3'•5" T•2" 5~#" 11L¢° 14'•4" 6.0 8'-8" 21'•0" 8.0 SHEET 3 OF 9 HEET 1 OF i 30" 3'-B" 2'-0" a`-0" 0.382 0.247 0,986 1.950 0.082 0.127 SHEET 1 OF 1
MEET 1 OF 3 SHEET 1 OF 3 SHEET 3 CF 3 *SEE SHEET 9 SHEET 3 OF 9 pYY. 1 S 38 3 8 2'•0" 4'-8" 0.982 0.247 1,11E 1,474 0.132 0.173 8~V • 18 838.01
838.01 $38.01 838.01 838.01
4 D-7 5/D-7
REFERENCE DETAIL 'I/D-7 FOR HANDRAILS AND CONCRETE MEDIAN DROP INLET
CONCRETE HEADWALL ENDWALL MINIt~I1M PIPE DOVER SPEGiFIGATiDNS N TS \ ` ~,,,H IC, I I,,,
NTS
4~`•'• ' ~i .
?.~o
AL
v GENERAL NOTES: 2 p11 FRAME GRATE AND HOOD Q a C7.9 BACK OF CURB SEE STD. NO, 840.03 USE CLASS "B" CONCRETE THROUGHOUT. ,•,{N Q R1 Z 11~ z o - O ¢ INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL, i ~ .OJ
{ X PROVIDE ALL CATCH BASINS OVEfl 3'-8" IN DEPTH WITH STEPS 92" Q Q G "N S~ - EXPANSION JOINT
H z 1,'6n pN CENTEfl, USE STEPS WHICH C9MPLY WITH STD. DAAWINB 840.86. QI,,, N Q Q P 2" EYWAY 0 #4 BAR ODWELS T Z~~ U N O 6,,. E 4' •6" 4' ^B" H ~ in TOP ELEVATION OPTIONAL CONSTRUCTION -MONOLITHIC QUA, K , A A F., Q C3 O ~ Q Q ~ < STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED ¢ Q ' t~' I b " N ~ ~ U ~ No z0 THE ENGINEER WITH DETAILS OF fHE PROPOSED ST~PS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF', SUCH STEPS. Z ~ ~ U ~s~~ tiGIN ~ P~\\~
r v:,;~ ~ 12 CENTERS AS DIRECTED 8Y THE ENGINEER. rnz s-i y , ,y lY o.; - Y - USE FOAMS FOR THE CONSTAUCTIDN OF THE BOTTOM 6LAB. O O N Z z fl12 ~ ~ ~ #4 BRAS "V" 6 6 STD, 840.03 FAANE ooasZ m°''~~i I ~-J°aMz ~~~r~~~LIAM~~~~~,
O ~ h ~ ~ ~ - - - _ CC H 'N D 6 EGUAL SPACES GRATE & HOOD = D F1T A 3" ~,v. IF AEINFORCEO CONCRETE PIPE IS SET IN BOTTOM SLAB OF 80%, A66 TO SLAB WQ~.LLx GOO h-I tY2" - 1Y2" T z ~ m - u~. B '.u AS SHOWPI ON STD. N0. 640.00. ~ C) a O ~ x -D rn 3" waNwx Glq~n-Di L w¢ZaL /LIIII!lllilll1
z ~ W O O 3"o 8' = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. f- ~ f' Z W ~ _ N ~ Q \ , i r 'U 'TT o' H ~ r ~ HQr 3 Fd--S~ZM mtF~O ~ ~ i aU~~,~i
O H q,; , u~. 3" ',u FOfl 8'•0" IN HEIGHT Ofl LE33 USE 6" WALL8 AND BOTTOM SLAB. OVER h ~ W O ~ Z O Q H \ i h ~Z a D 8'•0" TO 18'•0" IN HEIGHT U8E 8" WALLS AND BOTTOM SLAB. AWU3i .QOM h y m I ' D D ' a o :o' ~ . ~v. QUANTITIES ACCOADINOLY. ~ z , H •-I ~ ~ ~ w ~ a U h- 6`-0" N~LLC J ZHOO'n 1 ~ m~ ~ WI- OMw OO~OC n'~~Z w ZOHO~C
~-N . ,~a °~,~a :~.a., ..a CONSTRUCT WTTN PTPE IXiGANS MATCHING. F-~' DD R ` 4 R a PLAN H ~ 1j ' ~ > I t Z d G ~ -Aj ' ~i~ ~ r~1 ' ~ W D
G4 p ' PLaN SEE NOTE CHAMFER ALL EXPOSED CORNEAS 1". r W n H r L m m w ~ rn m w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES z X SECTION X-X WIND NOT TO SCALE. Q z
TOP TOP ELEVATION - ~ < m io ~ w w 60 r o `~°z ~ ~ f f o DRAWINGS NOT RELEASED
m ~ ~ m USE ON FLAT ELEV. EXPANSION JOIN pRADE9 2~ ANO UNDER TOP ELEVATION _ PLAN ' SIDE FOR CONSTRUGTION
- _ _ _ _ - - FRAME gIATE AND HOOD BEESTp.NO. 846.03 STEPS • STD. Np. 840,88 STEPS • STD, Np. 840:66 , „I - - , DEPRESSED GUTTER LINE PLAN SIDE ELEVATION ITER LINE ELEVATION ~ ~ Job Number: 0831
3 0 3 0" e 6„ _ ` _ _ EXPANSION JOINT- m
" - T6P ELEVaTIDN 6" - _ _ - - x PLAN OF TOP SLAB SECTION S-S M ~ a: q x 3„ ~ ~ m ~ ~ ~ ~ ~ Drawn WLR NLT KB, KH
z _ o z ELEVATION ~ h' " ' ~ ~ A W z G7 NORMAL CURB AND GUTTER ON LIGHT GRADES O r- s , a. e--I H p r ~ Z ~ ~ Tt=----~ LL W Checked DAJ EOS TRK SAB KH
a ~ M r L 1, i4~Z" _ ~ Date 1DI28I05CODRESUBMITTAL z ' CAST IRON z 2115106 BID SET
_ ~ . = 1.;~ 4 W ~ O NOR6lAL GUTTER LINE G EXPANSION JOINT g" Nap ~ = 3ma N~= ' iiI N Y. ~ C g" n, Q ~ m N 6" E -#8 "W" BRAS #4 BAR B" TOP UTTER LINE v 4 w ~ N ~ ~ _I CAST IRON v ~ Revisions 3 m H ~ = ELEVATION ELEVATION ~ W 3!05108 ISSUED FOR
~ ~ ~ ~ SECTION Y o; o. ~ ~ S a' ,.I ~ ~ ELEV. ~ _ m ~ ~ ~ CONSTRUCTION
Z iiI D 6„ e. ---0 a p Q v • $ m D 4 GAR "V' iv USE ON GRADES VER 2~ Q Q 6 Q~~ Q ~ E UAL A ES - O ~ ~ ~ 1I,~„ G w 816109 BID SET R LINE p£ Q ~ ;,4 D #6 BAR OR Q a -
C n D AISEA HT. 3„ Yo ° CC Q ~ C ~ p - - - DEPRESSED GUTTER LINE fTl ~ ~ VARIES i,.D" _ ~0 2., . 8" .oa Q V Q Q 10.. 6,-On ~ ~ C7 ° : '.o 0 5': Q ~ Ul ~ O EXPANSION JOINT I ~`r--"I 40 ~ ~ n p I" S~4" 114" ~ #8 BAR 0 1-
~ 0 6„ SEE NOTE SECTION J-J `~>~s~ 4 W x ~ v #a 1~„ 6 1~- ti. ~
•0 = ~ " WHERE 30" TO 980 PIPE TS USEq ~ ~ H ~ ~ DOWEL ELEVATION H ~ q""''" SECTION M•M N W : H D SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES N W E_ ~ p ~ ~8~, ~ W
~ ~ H WHERE 42" TO 54" PIPE IS USED T a' N ~ ~ H ' m ~ Z WHERE 30" TO 38" PIPE IS UBED z~w mz ~ ~ ~ u 4 ~v*-
H C+1 RISER HT. M ~ ~ ~ ~ MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BA3E0 ON MIN. HEIGHT, H, WITH NO RISERI * ~ ~ VARIESc . 8 o. ~ Q („f DIMENSIONS OF BOX AND PIPE COVER CU. YD9. CONC. TN BO DEDUCTIONS Z y I ~ POLYPROPYLENE ~ Z
Z Q _ J 5.,f ~ J Z V z ~ PIPE SPAN WIDTH WIDTH ~'AN MIN. HEIGHT DIMENSION SgRS•U BAAS•V BAAS•W TOTAL TOP BDTTOM~•rt~~ ONE PIPE _ ~ - ` - - - ' - .I M ~o~ ~~`o a ~'~'.o~ ~,'~9~.ti M W ~ D A B C G H E F ND, LENGTH N0, LENGTH piD. LENGTH LBS. 9LA6 SLAB E ry C. M, R.0. z ~ m o ~ PLAN SIDE PLASTIC - SIDE ~ 4 w •p ~ 1 , ELEVATION ELEVATION W ~ CONSTRUCTION DRAWINGS
`el B ~ ~ ~ - ~ ~ 12° 3'•0" 2'•2" 2'•8" 0.295 0772 0.615 0.028 b' A o,~l ~~~1 A 15" 3'•4" 2'-2" 3'-0" 6.295 0.829 0.623 0,038 y ~ ~ a" ~ CDMPOSITE PLAN ~
g" ,..c~ i '.~'>1 m r°' 18" 3'-4" 2'•2" 8'•9" 0,235 0.887 4.039 0.048 n. 'v' w a 29" 3'•0" 2'-2" 3'•9" 0,235 1001 4.069 0086 1~~ ~ flEINFORCING STEEL Sheet Title:
o'~I a ~;y "~o,. 30" 3'•0" 2'•2" 3'•4" 4`•3" 1'•2" 4'•Q" 4 1'-5" 2 -3'-9„ 9 3,•8„ 39 0,123 0.321 1.433 0,092 4,127 I of '.e 38" 3'•D" 2'•2" 3'-10" 4'•®" 1`-8" 4'•6" 4 1'•110 3 3 -9" 9 3'-9" 43 0.181 0,358 1.714 0.132 0.178 12" "=~IIt i
WHERE 42" TO 54" PIPE IS USED ~ ° o,', 42" 3'-0" 2'-2" 4'•5" 6'•3" 1'•b" 9'•2" 4 1'•B" 2 2'•11" 3 2'•11" 92 'Q.112 6.918 1.738 6.180 0,243 ELEVATION NorE: ' #3 DEFORMED 12 00 NOT USE IN
DETAIL SHOWING METHOD a8" 3'•0" 2'•P" 6'•0" 6'•8" 2'-0" 3'-2" 4 2'•3" 9 2`•11" 3 2'•11" 36 -.-0.146 0.362 2.052 D,235 6,317 - SHEET 1 OF 2 OF. RISER CONSTRUCTION PLAN PLAN SHEET 1 (H• 2 HEET 2 OF 2 64" 3'•6" 2'-2" 5'•7" 8'•3" 2'•7" 8,,2" 4 2'•10" 5 2'-11" 3 2'-11" 41 -0.160 6.388 2.337 x.297 0.461 STEEL ROD SANITARY SEWER MANHOLES. S ~ O RM i i AT J_I R
844 " O'~ * RISER NAS .226 CUBIC YARDS OF CONOAETE PER FOOT HEIGHT 84a.02 a4o. 02 R HEIDHT SHEET 2 OF 2 SHEET 1 OF 1 SECTION A-A ELEVATION ! SHEET 1 4F 1 s4a.o2 s4a.6s s4o.ss
nom n TT c
L.u 1 ni.u~
6/D-7 Sheet Number
CONCRETE CATCH BASIN
D-7
N TS

I
W
F fdE~R FONT-acin ~
SIGN NOTES: j2~~I ~~^J S t rest gar ar 'ng W
r' ~C~35~ Tray i~" '
OVl ING THE MATERIAL CONSTRUCTION 2" x q~'" Horn: lastie lumber 1. THE CONTRACTOR RESPONSIBLE FOR PR D ( } p ~
1112'' x 11
AND INSTALLATION OF THE TRAIL SIGN POSTS AS INDICATED ON DETAIL SHEET D-8. ~ ( ~ 2 7
~ a
NA SIGNS TO BE INSTALLED ON THE 2. THE OWNER WILL PROVIDE THE INFORMATIO L I
OUNTING THE TRAIL BASE SIGNS. THE CONTRACTOR WILL BE RESPONSIBLE FOR M _ NOTa; ,~f Z ~G~O~~~
SIGNS TO THE TRAIL SIGN POSTS. t ~ ~
1. All la5tic lumber...
P 3. FINAL .LOCATIONS ARE TO BE DETERMINED BY THE OWNER IN THE FIELD. 3/A~ _ _ _ _ _ _ I~ka~t~c Lumber Co., Inc.,
taut m Akan, ON. Ph t I~ 1-E, - I I i Z
- 4. THE CONTRACTOR SHOULD PROVIDE FOR THE FOLLOWING QUANTITIES: t - - u t Yp ~ - , £~10-U8~--990, or
-MAJOR ENTRANCE SIGNS: 2 ~ ~ appraved equal. ~ I ~ ~ ~ , tps a
-MINOR ENTRANCE SIGNS: - Color- Gre y ~ Asp jl , ~
-TWO POST SIGNS: 4 ~ 1 ~ I E ~ 111 West Main Street
' -FOUR POST SIGNS: 3 - - - _ - - 2, Ail acts shall be p 1 ~ ~ ~ ~ W Durham N.G. 27701 I 6 I W
-WARNING SIGNS: 1 installed Iamb, All signs P ~ ~ ~ z p 919.882.4368
shall be installed ah o5t p ' ~ f 919.688.5646
and timber level and true: 10 -10112 l'r ct na e ~ all I Trays w www.cjtpa.com
a rQx, ode , Ma ~ r h_. kr' - st l ti. n.. 3
' 1(2"dia, ~rreaded rods ~ approve final in al a o
wl threaded nut- & washer _ ,
' 3. f OstS shall be a minimum and 1';V.G, spacers at ail
of ~ i'-r, from ed e of trail or gaps. recessed nut and. 9
wa~h~r at outside- timbers. ~ide4~~alk, unless noted. ath~rwi5e. F
I I_
x ~a" nom. tactic lumber ~p ~ 112' x5 912"
~ 7
~ 1
' ~k° x -nom. ' las'c lumber }p
3 91~" x 3112'" { )
~
Project:
T.em oraril clam. <F" x 4" - p Y P A~ I~ ~ tc~~al THIRD FORK
ost~ to ether with 1f2" p ~ s acerboards riot
p rP to 5ettin concrete, ~ ~-a ` CREEK TRAIL
~ - - -
w Y
- - 30J0 p.s.i;
- Concrete dill
nv~ ~srr sP~ um Teaus
M NOR ENTRANCE SIGN TYPES
A. sTOP N~RTHISaUTH
B. DOST(DURHAM OPEN SPACE AND TRAILS) TRAIL SYSTEM
C. DIRECTION ARROW DURHAM NC
D. CROSS STREET
N~: A 'I ~I T Tl N MA ITT AID E. TRAIL I.D.
scale: tin. = 1f~-0in.
F. CITY OF DURHAM LOGO
G. MAPS/RULES
Rl=Aiz-Faciny_!'ratl REAR~Faclr~ Trail „ „ RCINT~~a~in~ 5tr~t OWNER: ~ (TYPE A) (TYPE E) CITY OF DURHAM Cut 1 ~ Pi ~ tcl~Sigt Traill.L~ ~_L 161 CITY HALL PLAZA

~ ~ ~ DURHAM NC 27701
.~'~~i i _ rn ATTN: BETH TIMSON
N I----.. (TYPE "C") ~ PARKS & RECREATION DEPT
WARN/NG I ' 1 ~ . F - - ph: 919-560-355
BOLLARQ ' ~ l` , • ,~~i ~ fx; 919-560-4021 I ~ ~ .
AHEAD ` (TYPE »F") F
N01"E5, ~ I _ yc~l~rrl ~
31~" -v-~"
taut ~ - - 1. A!1 astio lumber b
- p t . ~ f~lastlc. Lumber~Gc:, lnc,
yp) - Akron ON. t'h (TYPE „D„) (TYPE »G") I
&00-86-T8990, or I
a roved e ual: pp_ ...-mss Stmt ~ - - I ~
Color- Grey. ~ ~tcr~ ~S5 r,~r{_ t~niuiu~~~ ~.Al J . J' ~ ~ A
np ~ R (TYPE »B„) 'o'sc~~~ .•N q
2. All e5t shall be ~ ' ; O .Q ~p pF~•.~ 2 f I~ ~ iu 9~.. y
in5talied lamb; All si n~ ,a ; ~ 9
NCDOT STANDARD s-s hall b~. installed on o5t ~ - ~ „ p_ I Tres ` x 1050 x:
3 LB LT U and ~irnber Iev I and true: i~ e f J~ • V
CHANNEL POST ro Mana er~hall ~ sect 9 r
ll2 dia, threaded rod ~ a rove final installation: K'p wl threaded nut washer, I ~''~,F~~N N A~~`~qo°•
and ~.V,C. s weer at center ! ~ JI ~'`;,,~r,u~ l
p ~ 3. hosts shall be a minimum BLACK LETTERS WITH FLUORESCENT gip, 9:ece~sed nut and of it cr f
of 3 fG. from ed ge -Ira ~ ~ 1 ~ ~ ~
YELLOW GREEN BACKGROUND v~asheratcx.at5idetimber5, ~ sidewalk unle~~noted ~ DRAWINGS NOT RELEASBD
otherwise. I ~ FOR CONSTRUCTION
~k" x nom. 1~a~tic lunibet~ I
3112" x 51/2" I Job Number; 4831 {
trout si n shall be 5 I~ 9 _ _
(51/2x51/2 i Drawn _ WLR NLT KB, KH Checked DAJ EOS,TRK SAB KH _
i Date 10128/05 C00 RESUBMITfA1
Revisions 2115/46 BID SET
3105!08 ISSUED FOR _ ~ CONSTRUCTION
r 816109 BID SET
_ _ W
I_. ~ Yl - _ _ ~ ~ Temporarily clamp6 x
I~ ~ ost~ toget~with912" ~I~ 1 i~ : tit ~ t~ ire -
- p - 'y I - 6pacer boards, prior _
~ I. to ~ett~ng concretE; -
, CONSTRUCTION DRAWINGS
N
'J000 ;S.L WARNING SIGN _ p MINOR ENTRANCE SIGN -FOUR POST Sheet Title:
Concrete fill (5 1 /2"X5 1 /2" POSTS)
N TS -
TRAILS SIGN
7 - 7 DETAILS
1/D-8 MINOR ENTRANCE SIGN - TWO POST
' TRAIL SIGNS (AS PROVIDED BY DURHAM PARKS AND RECREATION) MlNOR ENTKANCE 51GN: 13A51G CONSTRUCTION
Sheet Number
NTS Scale 1 in. = 1 ft - 0 in.
D-8

W
o z
v m ----C- ®~n H ~ ~ ~ * SIDEWALK TAPERS DOWN Q Q F U
~ ~ ~ 5' BACK FflOM DRIVEWAY. Z ~ ~ D H Q ~ BUILD TNIS PORTION OF DRIVEWAY PAVEMENT H 0; Q U W
t' O'Ti V7 ONLY AT LOCATIONS WHEN DIRECTED. W J O H 1 CONSTRUCTION G20-2 1 CONSTRUCTION G20-2 ~
HZ~SD OO~zZ OO~A~ *5'-0" WIDTH OF DRIVEWAY *5'-O" W QZIL - 30 'f ~ ~ 300't x
z'nZDm I-t~~Q~ Q
SHOO Fa-ZhZM zHor-n I I cn~-~Q~ W Q. TM
n L7 ~ i *SIDEWALK *SIDEWALK I ~ Q Q _ -I Z I (OPTIONAL) (OPTIONAL) I O Q~ ADD I I z • • d
H V DISSIPATE CURB I dISSIPATE CURB * 100' MIN ~ 100' MIN v DOWN STREAM TAPER DOWN STREAM TAPER to
OQ BETWEEN THESE LIMITS BETWEEN THESE LIMITS ~ WQ END z I I ® 1 G20-2 0
I I CONSTRUCTION RAdUIS S'-D" OR RAOUIS 3'-O" OR 50' MIN 50' MIN ~ ~~~J~~~IJ
AS SHOWF! ON PLANS AS SH(W!N ON PLANS 10
z VAAREAE ~ VAAREBA~ ~ ~~VV~~~
o GRASS c~1ASs ~ AREA AREA • U FFER SPACE U 120' BUFFER SPACE 4 ~~l~J~~~pA
~ i , • NOTE: MINIMUM OF 5 DEVICES
a cuR6 CURB • ON A 10:1 TAPER TO BE USED z ~ ~ • IN TRANSITION ~ wQ w0 Q 120 BU J a
• 245' MERGE TAPER • 245' MERGE TAPER ~
H ° ~ C'f v ~ ~ N Yz" EXPANSION JOINT Z ~ 10' VARIABLE ~ FLASHING ~ FLASHING ? 111 West Main Street
F'1 = EXPANSION JOINT M ~ ® WORK AREA ARROW ARROW
~ 'G G7 `-STREET PAVEMENT--~ Q Z W D m -i [C GC CL • • PANEL PANEL w Durham, N.C. 27701 (LEFT} E, (LEFT) z p 919.682.0368
G8O OE'H ~r •p
~ I-? ~ } ~ 50 BUFFER ~ ~ f 919.688.5646 100't o 100't b z
C a H p o ~ N W www.cjtpa.com
~Ca Q3o N ~ ~ ~ p~pN VAflIABLE SEE SHEET s z -a f- W 'Q W . NOTE: USE THIS TRAFFIC CONTROL FOR BOTH m = y 2 OF 2 Fri DRIVEWAY GRADES) N ~ o SIDES OF WOODCROFT PKWY TRAIL CONSiRUGTiON ~ l~ RICLOSEDNE ~ i~ RICLOSEDNE
g DETAIL OF DRIVEWAY U ~ ~ 0 200 Fr. O °z o 2oa Fr.
~ 2" DEEP SAW CUT ~ 2" _ s C2 G7 ~ Q • , O 0?.d'.~(a ~.d'~'p ~d.'~D'. ~.G'.. '.D' .I ~ • 60 CLOSURE TAPER
C O. d G A / ~ o-. U 1 ~ 1
O 2'-S Z O ~ EXISTING DRIVEWAY PROPOSED •
"PROPOSED DRIVEWAY PAVEMENT VARIABLE PAVEMENT ~j PAVEMENT RADIUS 3'-0" OR AS ~ "o ti~ ~ ~ ~ N
j SHOWN ON PLANS
METNOD OF TIE IN 200' dRIVEWAY TURNOUT j 4 1 RIGHT LANE 1 RIGHT LANE CLOSED CLOSED' 600 Ff. Q- 600 FT.
j WNEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE, LANE SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. BUILD THIS PORTION OF DRIVEWAY 1 h ~
SAW JOINT PERPENDICULAR. TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS NARROWS ORYVEWAY PAVEMENT. WNEN DIRECTED. ,~0 j p ~~o' ROAD j ~ p ~~o/ ROAD
SHEET 1 OF 2 SHEET 1 QF 2 200 SECTION C-C ~ 1 CONSTRUCTIO 1 CONSTRUCTION
I 848. p2 $4&. Q2 ROAD 1 CONSTRUCTION XXX FT. XXX Ff.
XXX FT. ~ryo/
1 D-9 200' o'
~ti NCD~T DRIVEWAY TURNOUT ROAD 1 CONSTRUCTIO
NTS xxx FT. Project:
I o'
~ti j - THIRD FORK
, 2 D 9
f 3 - PARTIAL LANE CLOSURE - 3/D-9 CREEK TRAIL
OUTSIDE LANF E LANE CLOSURE N.C. 751 OUTSIDE LANE CLOSURE ROXBO''RO ST.(CD-12)
ROFT PARKWAY CD_7 WO~DC NTS NTS ~~~-Y..
NTS
PLANTING
SURPAGE 6 0 Da~ax OeEx SracE exn Tsen s
SIDEWALK
6.. CURB m
9' -0" VERGE G SS STRIP VERGE (GRASS STRIP) ~ ~ ~ VARIES N®RTHISOUTH
VARIES ~ C TRAIL SYSTEM
m ~ VERGE (G S5 STRIP} VARIES DURHAM NC
EX. SIDEWALK EX. 5?DEWALK ~ EX. ASPHALT ROAD WIDTH VARIES WIDTH VARIES
PLANTING PARKING LOT EX. SIDEWALK
SURPAGE B" CONCRETE r.-® WIDTH VARIES
RETAINING COLLAR
2 MIN. TO PAINT LINE U UIU U!C) J
1:12 SLOE _c.> .".m 6' X 6' DETECTABLE P ° ° o' ° EX. STREET
la °9;C.~J~S7 EX. CURB WARNING SURPAGE OWNER:
PER NGDOT " o'" ° TRUNCATED DOME °...°....'~..,~,'..u..,.~-'.. ~ CITY OF DURHAM
. STRiP TO CONSIST ^ Q ~a~c,:r,G '~Q Q~ 101 CITY HALL PLAZA
OF PINE HALL BRICK ~ ° ~__;:J ; ^ ~ GREATER THAN 4 ~ ~ DURHAM, NC 27701
'o TRUNCATED DOME r~ °-I=' ° RED-ADA PAVERS. ='..I-Q "...L.~...-~-_. U* 6" CONCRETE ' ATTN: BETH TIMSON
u „ G 0 QQ 0' 'O 6.00 RETAINING COLLAR PARKS & RECREATION DEPT ph:919-560-4355
, A 6 CONCRETE .t~...~;.,.. ° e"~,~' RETAINING COLLAR ~ c' r ; SECTII SECTION A-A APPLIES fx: 919-560-4021
TRUNCATED DOME a c4 • ° c ~ STRIP TO CONSIST ° c,° ° ° ~J ° t;; ACRD; ACROSS ENTIRE FRONT MAINTAIN EXISTING
OF PINE HALL r, ° ° °`°.c~`~~~'~;a ° MAINTAIN EXISTING GRADE a OF TF OF TRUNCATED DOMES. GRADE ALONG BACK OF SIDEWALK
BRICK TRUNCATED t~'• ° ~~,~~ar ° ALONG BACK OF SIDEWALK ° ° U A
R 1. O' DOME RED-ADA ' ~ ° a c p 4 PAVERS. ~ ° c> c rv f;°, i'" LOPE VARIES tv. n 4.00, Ff tii,`'' ~ SLOPE VARIES
~ c~~
MINIMUM 4' ° J p4 „ o'~~,-`', ~v EX. SIDEWALK B D 6.00 q',...,
4 1 ° CORNER GRADE MATCHES 1~ WIDTH VARIES EXISTING CURB S -~;~.,a ~o'.~~'~,° ry EX. SIDEWALK
SLOPE , ASPHALT 2 MIN. TO PAINT LINE
VERGE (GRASS STRIP) `0'~ ,`~~"1c4~f.: ~~`~~°,~p~ WIDTH VARIES
A VARIES ' VERGE (GRASS STRIP] ooo~° BAR o000
II~III = _ - RETAINING R D DOME -11=II~III=11111-111=111=1 CURS & GUTTER T UNCATE s" coNGR - - COLLAR TRAY RETAINING 6" CONCRETE TRUNCATED DOME STRIP VARIES o° e
4 D - ~ -'1 ~ MINIMUM 4' RETAINING COLLAR TO CONSIST OF PINE ~A e °o HALL BRICK TRUNCATED a
6„ TOTAL MEDIAN HANDICAP RAMP . . TOTAL DEPTH EQUALS DOME RED-ADA r`i2 - Q ~ SERL a
„ 4 6" PLl EX. GUTTF,~,„ 4. ~~6" PLUS DEPTH OF PAVERS. s~Op+r ~ " 2789E a ° TRUNCATED DOME PEDESTRIAN CROSSING ° ~ " ° ~
NTS 7 TRUNC PEDESTRIAN CROSSING TRAY TRAY PAINT STRIPES WIDTH Ex. GurrE~ o~°°°,°F,y ~~°°°°°wo
PAINT STRIPES MAINTAIN 6" OF CONC. WIDTH VARIES BELOW TRUNCATED DOME o °oeaaooooo Q' o ~ME VARIES goo °OGj~~°°o ~'o°
SECTION B-B TRAY BACK OF BACK OF DOMECTRADY o aoo~°°~~o
SIDEWALK SIDEWALK ~
6" CURB & GUTTER TRAY CATED DOME
TRUNCATED DOME TRUNCATED DOME CURB & GUTTER TRAY
CURB & GUTTER TRAY ~ 6" CONCRETE 4 a 6" CONCRETE DRAWINGS NOT RELEASED . ~ ~ ~ RETAINING COLLAR FOR CONSTRUCTION
~REfAINING COLLAR TOTAL DEPTH EQUALS
TOTAL DEPTH EQUALS MAII MAINTAIN 6" OF ~ . ~ ~ • ~ ~ 4 6" PLUS DEPTH OF Job Number: 0831
. ~ 6„ PLUS DEPTH OF ~ m. ~ COP 7" ~ TRUNCATED DOME 7 ~ TRl CONC. BELOW 7" . ~ ~ TRUNCATED DOME
TRAY DO6 TRUNCATED TRAY -
MAINTAIN 6" OF CONC. MAINTAIN 6 OF CONC. „ BELOW TRUNCATED DOME BELOW TRUNCATED DOME CONC. DOME TRAY ~ MAINTAIN 6" OF CONC. Drawn WLR NLT KB KH 'ED DOME BELOW TRUNCATED DOME Checked DAJ EOS TRK SAB KH
B TRAY 5.. TRAY SECTION G-C 6" TRAY Date 10l28l05CODRESUBMI7TAL Revisions 2!15!06 BID SET
SECTION A-A SECTION A_A 3705/08 ISSUED FOR
SECTION A-A CONSTRUCTION _
DURHAM DURHAM DURHAM 8!6!09 BID SET
DATE: SCALE: DATE: 1 b Cut Ram Double Curb Cut Ram Paralle Cur ~ut Ramp SCALE: DATE: Single Curb Cut Ramp ~
P F SEPT. 2407 NONE Mari, 2007
Located at Mid-Point of Radius Ramp Slopes -Collar Maintains ~ Maintains Grade NONE March 2007 Eccentric From Mid-Point Of Radius NONE
REVISED: CITY OF DURHAM NORTH CAROLINA DETAIL NO. REVISED, CITY OF DURHAM, NORTH CAROLINA ~ a a s SEPT. 5, 2007 DE ARTMENT OF PUBLIC WORKS CC-4.0 1 e e s SEPT. 3,2407 DEPARTMENT OF PUBLIC WORKS tTH CAROLINA DETAIL N0. REVISF~: CITY OF DUt~1AM, NORTH CAROLINA DETAIL N0. ~ -
CRYOF MEDICINE P CITY OF MEDICINE BIICWORKS CC•2.1 t e $ ® SEPT. 5, 2007 DEPARTMENT OF PUBLIC WORKS CC~•1 CITY CF MEDICINE
GONSTRUCTION DRAWINGS
Sheet Title:
HANDICAP
AND
ROADWAY
5/D-9 DETAILS
Sheet Number
I WHEELCHAIR RAMP AND EXISTING SIDEWALK
N TS D-9

i
{I,
E)
'ri
~s W
(I
F V
W
F- I
V
o z m z tY
m o v o ~ H ~ H ~ ~ATI9E woo0 woDD H Y SEE NOTE 'B' H O Z ~ O~ ~N W
G ;'H ~ Q G ~ OFFSET BLOCK GDAADAAIL POST H z BEARIN PLATE ¢ 2 Z 16d COMMON NAIL Q Q iST Q Q G ^.I h Q OD OFFSET H~Cx7V 7JN~0 Z~2G,j V
D N O O B` 3" - o BUFFERED END SECTION z ~ D ~ O ~ ~ ~ ~ --WOOD OFFSET Z ~ F'H~i~GO I HOC7 r0•i1~fA ~ B I TI i BLOCK W~p a a acK ooa=z mOm~~ GENERAL NOTES N
m~ i~ C/~LE ASSEMBLY ~JO.HZ mZ ~ ~ ~ ~ ~ ~ H -i D o OO~j2 H -I A ~ - - ~ LL _ a _ : - B" OR e" II i ~ , i OWN OOSp~ 10d NAILS DC GDO~Om ~ - ~ U - o ~ STEEL ? I WQz DCN " Hz-IxD OoNx p WQdli.x ,n~77n-I •GUAAOAAIL END DELINEATION IS REQUIRED ON All APPROACH AND TRAILING WQZW n~~~~
GUARDRAIL i, U 2•~1Z~m f-U O~Siy y~z~ a ~ ~ ~ LL LL ~ „ POST u ~ ~ i ~ i Q Dt - r2 Z2~0~ a o iQ••21-2w ZHNGO~ ~ ~ ~ SEE NOTE 'B' ~ I i i ~ O~~ ~ U ~ O N T -q DYZ ~ m END GUAADAAII BUFFER END SECTIONS (TENPGAAAY AND PEAMANENTi . Q U d~ p N 4 1'III:.1IJll ~
r N H O J O ti r r i , <L O 'O ~ 2 ~ O H Q n 2 2 Z 'W6' STEEL POST WITH B" WOOD POST WITH 'W' BEAM -'W' BEAM C O vhi~~,o~ zHo°° TOP VIEW NI=LLO~ o 7D (r O Q
• y2+5 D D Z .H ~ A A D DOUBLE FACE GUARDRAIL ROUTED WOOD OFFSET BLOCK WOOD OFFSET BLOCK GUARDRAIL GUARDRAIL z • IL 20;~ n~~D z N~ 2 ~~Ull~
-ACH ~ "w° BEAM RAIL PLAN ISOMETRIC VIEWS a oZ ~ - Wo oz - r a dN .(N 4~,.~
END SECTION ASSEMBLY PLAN ~ o G z ~ o r Wo cno ~ Wo Q ~~IL:J111111~~PA
BUTTON HEAD 121 SEE NOTE 'A' BOLT 10" LONG PAY LIMITS 10 o J Q.
TNRU RAIL ANp BUTTON HEAD BOLT (10" SEE NOTE 'A' 61a" 'W' BEAM POST WITH NUT ~ LONG TNRU RAIL AND SEE NOTE 'A' SEE NOTE 'A' i6d COMMON NAIL z~~ p 0
AND STD. WASHER 1 -4 POST WITH NUT AND z 111 West Main Street
1'-O" ANCHOR PLATE "W" BEAM STD. WASHER ~r1 t~~ Z ~ m ~ ~ ~ i- SEE SEE ~ ~ R v z - ~ ~ C m BUARDRAIL BUFFER YELLOW flEFLECTSYE SHEETING ~ ® w Durham N. O O D z END SECTION YELLOW REFLECTIVE TO COYER ENTIRE SURFACE 0 Fa W I 27701
m ASSEMBLY RAIL Q: Z ~ BEE - - - C Z p-, ~ p O Q C~ NOTE B V l ~ J NOTE B NOTE 'B SEE ~ a O Q a H ,',Q ~ SHEETING (B" % 3') W ~ y p 919.682.0368
'n - - IL NOTE B ~ ~ M - H Ar Dr - - - _ ~ m - c:r--: H v a
~ N - _ - 2 f" O N ~ ~ SEE NOTE 'B' Z FQ O ~ - - - = ~ ~ Q ~ ~ H J '0 H A D UNE GROUND LINE ~ GROUND LINE. GROUND LINE ~ - - G OUN ~~WW ~~IIiiIIII~~pp~~~~ c~iiff-- II ~I~ I ~I~ J _ N z o f 919.688.5646
M -i I ~lu~~ DC O ~ ~ , 'O'i - ~b- ~ Q ni~r~ni inu ~~~.nu~illl~(n 1rLl~~i., ~ V I('~N i ~ ~~;i. ~ ~~~~~II"iL lull 711 ~ m~~l~~~ Q M -i , ~ Q D °c ~ O ~ r ~ FRONT VIEW SIDE VIEW ¢ J W www.Cjtpa.cOm ~ W
I' 2 ~ SHORT WOODEN POST ~ ~ 10d NAILS-QTY. 2 D h f" Z ~ ; ~ ~ D j BEARING PLATE 0~ N ~ ~ Z O N z p GUAADAAIL BUFFER GUARDRAIL BUFFER ~
N D STD. LINE POST ~ DC Z ~ ~ CABLE ASSEMBLY I~. ~ 3" Q FI ~ Z ~ j i I GUARDRAIL PDST Q N ~ M v ~ END SECTION END SECTION Q ~
- O ~ ~ ~ O N~ - r,t o N 1 ~ z S -6 LONG Z ~ O Q ~ ~ p GROUND r~ Q ~ ~ zW
~ LEVEL W ~ r ~ ~ ~ ~ ~ Q i ~ BREAKAWAY TERMINAL N D ` N
~ ~ ~ ~ STEEL TUBE ~ " Q ~ ~ C r H ~ DIR. POET SLEEVE 4•' Z ~ H ~ Z EXTENDS 2 4~ ~ 2 ~ ID ~ A~ H~ Z~ =Q
~ ~ , -I v ~ ABOVE M '0 M GRD, LEVEL ~ ~ ~ ~ H ~ ~ ~ Ili ~ J ~ ~ YELLOW REFLECTIVE i YELLOW REFLECTIVE ~ ~
O ~ 0 O 2 ~ ~ ~ SOIL PLATE IZ 'W6' STEEL POST WITH S W000 P09T WITH Z xt DOUBLE FACE GUARDRAIL ROUTED OFFSET BLDCK WODO OFFSET BLDCK W ~ ~ M ~ SHEETING (S" % 3`) I SHEETING f8" % 3') Z w~7 IlI W~
9 SIDE FRONT I
i ~"x71" BOLTS I
WITH 2 WASHERS STEEL TUBE NOTES: flTY. 2 A • 4g" DIR. BUTTON HEAD SPLICE BOLT 1Y" LONG WITH STD, WASHER UNDER NUT (8 RED, PER SPLICE JOINT}.
B - ~gg~~° DIR. BUTTON HEAD BOLT 7N~"19" LONG WITH NUT FOA BOLTING 6"/8" RDUIEO OFFSET BLOCK TO STEEL POSTS OA '~E" DIR. 6UTTON HEAD BOLT 18" LONQ WTTH STD. WASHER UNDER NUT FOR BOLTING TO WOOD POSES (1 REQ. PEA LOCATION)
END SECTION ASSEMBLY -ELEVATION C -FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER. SHEET 1 of ~ sHEET 1 aF' HEET 3 of T TYPICAL GUARDRAIL A D GUARDRAIL POST ALTERNATIVES sHEEr 3 SHEET 3 OF 7 SHEET 1 OF 1 SHEET 1 OF i
862,02 C.A.T.-1 sYSTEM 852,02 862.02 862 862.02 1262.01 1262.01
Project:
THIRD FORK
CREEK TRAIL
o m O m GUARDRAIL ANCHOR O 'a TOTAL TOTAL H ~ ~ v - H ~ Y H UNIT TERMINAL o Z o w o m B„ x'-O" o ~ Dutswut OPEN' SPnet'; AA7I TRAtIs
M'IZ SHOULDER SHOULDER aQ r~-1 it-O~r ~Q ~ ~ O WIDTH WIDTH Q ~ 3 ~ H z 9ERtd Q Q'S QQ3 H~Z ~ I QQQ
~Hoaoo N 3' N 3' Mp~o D~O~O BEM FACE OF GUARDRAIL IS ~ H~~U m0 -ii tLJaHZ ro 1 FLUSH WITH FACE OF CURB ~T LL.JgH Hz••IxD EDGE OF EDGE OF o002 Hz~2D 1,-B,~ ~ s~D ooaxz MQ~U DMO~ H~ ,uU
G'1 ~ n LANE LANE ~ ~ z O ~ 1 - aF ~ z oo°'iz rn°m~-~i ye" DIA I B„ B., 9., u_~0.Hz xN " HZ~xD CENTERED --i---- 4„ oo~,x NORTHISOUTH W Q W 77 1 ON 6"
2.ONZDm F-U~O~ =q~1~Dm 1 9 ROADWAY ~VO¢Cgf2.7 z2~0~ { VARIABLE SLOPE F=I,-,zW SN~O OYE ROADWAY e Fz~z~„' hpQOJ x°yom r-°-- , I . ~ZD BIDE ~ ~ ~ ~U~Z~ TRAIL SYSTEM IQ"xhZ~' NCO ~ j ~ ~ I~-
H r 1 mI- O ?HVr~1 a~ - s~ w no~z II II~ ~ ~o~Q np~'-' F1~y F1~~ ~¢0~4 2~ _ ~ o 2 z o uI¢ ~¢OOQ ~~pH'Ti DIR. ~ ~ ~7(p00. DIA. NHII,OJ
• ~ D y - NORMAL DITCH SLOPE z , H g D z z M¢ ~x~Z r-~ ~ I HOLES m oQ~~ DURHAM NC hH ~ A'~~ 1~I ~l~ ~I ~V t^-~ ~Lj ~
{ H ~ ~ ~ '-I SECTION D-D SECTION C•C h M D ~°z FILL SECTION CUT SECTION ©o w°z ~ o Q D ~ 0 ~ ~ l `L_ DIA. - a ~ F3^""I HOLESIA. I W O
GUAROAAIL ANCHOR UNIT TYPE 350 50:1 TAPER r h -------o~ SOIL PLATE PLAN
"N"= DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL WHERE GUARDRAIL IS PARALLEL TO LANE. 1 Fi. OFFSET FROM ~ i~l. f---- 1/p" THICK PLATE 1~
GD FACE OF GUARDRAIL @ TERMINAL w ~ '~J ~ I ,I WOOD OFFSET BLOCK ~ ~ I ~ ~ (FOR N'ODD POSTS)
C m LU D - ~ - - F ~ Z,D„R1'B° ~ ~~~l~i R h SOIL PLATE ~
CJ 2'-6" CURB AND GUTTER F m WARRANT POINT ~ Y m - ~ C'S ~ - ~ t l~% -
~y ~ LENGTH OF NEED _--28'-0" MIN. O ~ H ~ ~ ~..,D ROADWAY ~?C O F C] r a ~ ~ m ~ ° ~ ~ 1~E~1, ~ ~ ~ ~~r ~ z OWNER: ~ ~ o ~ ~ ~ ~ - _ ~ ~ I ~ p CITY OF DURHAM z ~
C PAY LIMITS GUARDRAIL ANCHOR UNIT TYPE 50 25'-0" CS z C H GUARDRAIL AT FACE OF CURD i9 z Q a~ zW ~A~I zW o ~ ~ ~ r hl~ ~ 2Y~"x%" I ~~~„f y~„ "DIA. 70 ~ sLOr I ~f I-I- DES I c~ M 101 CITY HALL PLAZA
G = 50:1 TAPER ~ W m ~ ~ W ~ DIA, x N DURHAM, NC 27701 ~W~ ~x ~ ~ ~ - ~ I 'G" - ~I 3J Q ~ ~ H A J ~ m 2~• ~ ~ Q ATTN: BETH TIMSON
~ ~ - ~ V -D1:0 ~ Q ~ o ~ D ~ SHOULDER LINE ~2r•Orr - O d ~ A D GUAADAAIL ANCHOR UNIT TERMINAL ~ d V I ~ m i ~ ~ ~
r o 18:1 TAPE O 4 z r o 2' ~2'.------ O 0. Q D _R ~ - - x -i D ¢ ~ O N+1~ Q ~ C~ Q ~ ~ J h ~ z /i ~ \ ~ - - j Nl ° N PARKS & RECREATION DEPT Q a Q o I , 1~ , x I Q ~ N ~ } ;1 0" 3 ~I ¢ N . ph:919-560-4355
of Duo - p.,IZ h z o ° I ~ ' ' ~ ~ A fx: 919-560-A~029
r o - - - - - - ¢ ~ ~ r o s~Q~ m ¢ ~ ~ n 2 ' ~ ~ C C~ ~ ~ ROADWAY H ~ h °z N w N I ~ ~Yz" i/ li Q Q ~ -1 a ! =>'e' STEEL TUBE / ~ 1 Q J h h ~ ~ TS 8"x8"x0.1875" ~ , ~ h ~
m ~ EDGE OF LANE 2 OR k' PAVED SHOULDER O ~ ~ m ~ y SLae ui G W ~ ~ w r ~ ~ ---1-~ ~ € I Q ~ ~f ~ z OC Dc ~ ~ ~'~'i II x
3 H 10 PAVED SHOULDER 2~ DG 3 H FS4 2~ 2 Z L1 ~ TRAFFIC H= Z m~ SECTION C•C H a H w h A z STANDARD SNORT WOOD ~ ' ' l ~ u, o
-I z J ~ ~I C9 C7 ~ ~ C C'3 ~ H p Z q "v W GUARDRAIL ANCHOR UNIT TYPE 350 Z Q LINE POST BREAKAWAY POST C9C7H f'~'I ail; II ~4
2 W C 2 " m - (NO 50:1 TAPER REQUIRED) _ W DC 1 C] W oQc Z ~ ~ ~ ~I w ~ p _ ro
~ ~ 2 IT1 ~ w ~ w ~ 1~° DIA. SIDE FRONT ~
2 iv m C7 m ~ BEARING PLATE $IQE FRONT ROUTED WOOD
DETAIL OF BEGINNING~F ~~lA~pRA~~~1.~UT .QR PILL SECTION 2'-s" CURB AND GUTTER _ _ - ROADWAY ~ C - ~a° THICK PLATE OFFSET BLOCK "W6" STEEL P05T
SHEET 5 OF 1 i SHEET 5 OF 11 SHEET 110E 11 r SHEET 110E 11 SHEET 110E 11 SHEET a GF ~ SYSTEM PARTS SHEET 4 OF ~ 000000
862.01 862.01 852.01 GUARDRAIL 12 OFFSET FROM FACE OF CURB 862.01 862.01 862.02 862.02 000°°°° CAIN D0°oo
O .pppC °0 G° O
O O
o ° o° o ~ SEAL
' o ~ 87892 o
° ° o ~ °°°F ~o~` w o
a °°;YG1 NEB p°.~v o 00 ° °0p0°opopppp ° P o0
0000 oaP ~ °°oo
7~1y
GUARDRAIL NGDOT DETAIL 862.02
GUARDRAIL ANCHOR UNIT TERMINAL DRAWINGS NOT RELEASED FOR CONSTRUCTION
2' 4' Job Number: 0831
1D' WIDE SIDEWALK EXISTING CURB AND GUTTER Drawn WLR NLT KB
2yC Urs~Op Checked DAJ,EOS,TRK,SAB
R Dale 14128/05 COD RESUBMITTAL Revisions 2115106 BID SET
S~OQ~ ROADWAY 3/05108 ISSUED FOR
2,1 F4. CONSTRUCTION
6115109 BID SET
GUARDRAIL PLACEMENT CONSTRUCTION DRAWINGS
Sheet Title:
GUARDRAIL
TIPTATT C
.L/ 1:1 1 ri11~1..1
1/D-10
NC DOT GUARDRAIL DETAIL Sheet Number
NTS D-10